HomeMy WebLinkAboutBLD2007-00588 • • .
CERTIFICATE OF OCCUPANCY
Jefferson County Department of Community Development
621 Sheridan Street Port Townsend, WA 98368
(360)379-4450 FAX (360)379-4451 (800) 831-2678
PERMIT #: BLD07-00588
SITE ADDRESS. 307 SEA HOME RD Issue Date: 02/13/2008
QUILCENE, 98376 Final Date: 7/17/2008
APPLICANT: RICHARD L STOCKMENT PHONE: (360)437-7736
90E FIR ST
PORT LUDLOW WA 98365
SUBDIVISION: SEAHOME Block: Lot:
PARCEL NUMBER: 992600045 Section: 36 Township: 27 N Range: 01 W
PROJECT DESCRIPTION: NEW SFR W/ATTACHED GARAGE
ALSO (2) A/G 120 GAL PROPANE TANKS
THE PROJECT LISTED ABOVE COMPLIES WITH THE REQUIREMENT OF THE BUILDING
CODE 2006 EDITION.
OCCUPANCY GROUP: R-3
TYPE OF CONSTRUCTION: 5N
SPRINKLER SYSTEM yes no
THE PROJECT PASSED ITS FINAL INSPECTION AND RECEIVED FINAL SIGN OFF ON 7/17/2008
I:\F_BLD_Occupancy.rpt 10/29/19
Jefferson County Building Dillon Permit Num. BLD07-00588
Applicant: STOCKMENT
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
PER Oa.*,ue.S fLA4o4c 2. 14/46
Erosion Control s/�/ GEOTECH CERTIFICATION REp UIR PRIOR TO FINAL BLDG
Oft � ,�� APPROVAL. . cf.o .Sy z 4d�Df `
Foundation Footing 1wog it 4 1TEEOR T FTGS.
Footing Drains S/ >
DD `�
Foundation Stem Wall 21 cy o 01)
��/
Under Floor Framing l
bs. gt ✓fuoe-kopa Q Frraµtkyc : crnRKEer1013
Straps(hold downs) 3/3/D$ A
Ext. Shear Wall Nailing 3/3�0$ , Q4
Rough-in Plumbing 3 I26/o8 // 0�
Framing ibelDz £ OK
Blocking 3/3/O6 6,L/
Airseal /
glOf OK
Insulation:Walls S-rc G-/(
Insulation: Floors S_ 5-* tP
Insulation:Ceiling 5-_( 5 G
Int. Shear Wall Nailing 4ig N�A
Wallboard Nailing `5''�/'�9A0B
gi-
Gas Line: Interior ,//,gf�$ 1 Ox
Gas Line: Exterior c/'/o s azt 64_
Propane Tank ,//2/bg A
O
Heat/Chimney Clearance 1//, /O8 # DK
Drywell/Alt Drainage S1,7RJOb /f' GEOTECH CERTIFICATION REQUIRED. 41 5/7-00
Address Posted ���/0 g
4/' jj
FINAL INSPECTION 7 �y ! �' •. 7 /� 41 1�
i c►= (At Z ►€ 0. 5
FINAL INSPECTION MUST BE APPROVE6 PRIOR TO BUILDING BEING OCCUPIED
THIS PERMIT IS VALID FOR ONE YEAR
•LDING PERMIT APPLICATIJ MLLA0700631
Review
Type: I
Jefferson County Department of Community Development
621 Sheridan Street Port Townsend, WA 98368
PERMIT #: BLD07-00588 Received Date: 11/26/2007
SITE ADDRESS: 307 SEA HOME RD
QUILCENE, 98376
OWNER: RICHARD L STOCKMENT PHONE: (360)437-7736
90 E FIR ST
PORT LUDLOW WA 98365
SEAHOME
SUBDIVISION: Block: Lot: 24+
PARCEL NUMBER: 992600045 Section: 36 Township: 27 N Range: 01 W
CONTRACTOR: OWNER/BUILDER PHONE:
REPRESENTATIVE: PHONE:
PROJECT DESCRIPTIOP NEW SFR W/ATTACHED GARAGE
ALSO (2) A/G 120 GAL PROPANE TANKS
TYPE OF WORK RES SQUARE FOOTAGE:
TYPE OF IMP NEW MAIN: 965
VALUATION 135,000.00 ADD'L: HEAT TYPE: PRO
CODE EDITION: 2006 HEAT BASE: HEAT TYPE:
OCCUPANCY: R-3 UNHEATED: #OF STORIES:
OCCUPANCY: OTHER:
CONST TYPE: 5N GARAGE: 352 SHORELINE:
CONST TYPE: DECK: SETBACK:
BANK HEIGHT:
SEWAGE DISPOSAL: ALT
WATER SYSTEM: PWELL
BEDROOMS: BATHROOMS:
Exist: Exist:
Prop: 1 Prop: 1
Total: 1 Total: 1
Routing Date:
k\\ 111 Orl&
Type Amount Paid By: Date: Receipt: Approved/Date
Permit $1,189.75 KAS 11/26/07 95478 PI { J'JEE
Plan Check $773.34 KAS 11/26/07 95478
State Building Code $4.50 KAS 11/26/07 95478
Potable Water Application $58.00 KAS 11/26/07 95478 FEB
Total: $2,025.59 Jefferson County Rennin
&Build inn DeRartrrw r•
• •
CONDITIONS for Building Permit# :BLD07-00588
1.) 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.
2.) A Geotechnical Report dated June 15, 2007 prepared by Stratum Group was submitted in
conjunction with this application. The report addressed the stability of the geologic hazard
areas. Any building within the upland area should be setback at least 15-feet from the
steep slopes to avoid any impacts related to differential settlement and soil creep on the
steep slopes. The proposed building area on the upland area fo the property is Icoated
approximately 270 feet away from the maximum extent of this landslide area. It is the
opinion of Stratum Group"that it is very unlikely that the slide area will expand in the
foreseeable future and the distance between the proposed building area and the large
south landslide complex is more than adequate."
shall be measured perpendicularly from the top or toe of the geologic hazard to the
proposed (indicate type of development).
3.) 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.
4.) 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."
5.) All construction activities shall not encroach upon the landslide hazard area or stream
buffers. This includes the storage or preparation of materials.
6.) 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.
7.) 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.
8.) 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.
9.) The identified Fish and Wildlife Habitat Area (Type 5 Stream), shall maintain a vegetative
buffer setback of 50-feet. The setback shall be measured horizontally from the Ordinary
High Water Mark (OHWM) to the proposed single family residence.
10.) An additional setback of five (5) feet is required from the edge of the stream buffer area to
the proposed single family residence.
11.) A permanent physical separation along the boundary of the stream buffer area shall be
installed and permanently maintained. Such separation can include installing logs, trees,
a hedgerow, or any other prominent physical marking approved by the UDC Administrator.
12.) Stream buffer perimeters shall be marked with temporary signs at an interval of one per
parcel or every one hundred (100) feet, whichever is less. Signs shall be in place prior to
and during construction activities. The signs shall contain the following statement: "Buffer
- Do Not Remove or Alter Existing Vegetation."
• •
13.) VOLUNTARY MEASURES OF COASTAL &AT RISK SIPZ:
Water conservation measures:
1. Roof and other intercepted precipitation shall be routed to on-site detention ponds
and/or other approved means and allowed to be released to the soil slowly.
2. Water collected from Storm water and roof catchments may be used for watering
lawns and gardens. Unless catchment water has been treated to meet drinking water
standards, there shall be no cross connections allowed between the potable supply and
impounded water.
3. Water withdrawn from wells on each property shall not be used for watering of lawns
and/or gardens.
4. Ground water withdrawn from each property shall be restricted to a rate of three (3)
gallons per minute.
5. Installation of water conserving fixtures such as low flow toilets, faucets and shower
restrictors and other water saving plumbing fixtures.
6. Landscaping plan (xeriscaping, native vegetation with minimal amounts of irrigation).
Please NOTE that the above listed measures are not intended to be exhaustive, but rather
is intended to be illustrative of the types of water conservation measures.
14.) VOLUNTARY MEASURES OF COASTAL &AT RISK SIPZ:
1. Installation of a flow meter.
2. On-going well monitoring for chloride concentration.
3. Submittal of monitoring data to County.
15.) MANDATORY MEASURES FOR COASTAL SIPZ:
1. For proof of potable water on a building permit application, applicant must utilize
DOH-approved public water system if available.
2. If public water is unavailable, a qualifying alternative system may be used as proof of
potable water or an individual well may be used as proof of potable water subject to the
following requirement:
a. Chloride concentration of a laboratory-certified well water sample submitted with
building permit application.
3. If public water is unavailable, a qualifying alternative system may be used as proof of
potable water.
16.) The property owner shall comply with Water Conservation Measures (per list maintained
by the UDC Administrator).
17.) 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.
18.) STORMWATER FROM ROOF GUTTERS WILL BE CONNECTED TO DOWNSPOUTS
THAT ARE CONNECTED TO NON-PERFORATED DRAIN PIPE ALONG THE
FOUNDATION WALLS. THE WATER WILL THEN BE DISCHARGED INTO THE SOIL
HEADING EAST TOWARD THE HOOD CANAL AND FOLLOWING THE CONTOUR OF
THE LAND.
TREES AND STUMPS REMOVED WITHIN THE BUIIDING AREA WILL BE CHIPPED
ON SITE AND USED FOR EROSION CONTROL.
19.) Outdoor residential storage shall be maintained in an orderly manner and shall create no
fire, safety, health or sanitary hazard.
20.) Not more than 2 unlicensed vehill/shall be stored on any lot unless totally seed
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.
21.) Minimum setback from Sea Home Road right-of-way shall be 20 feet. Minimum setback
from the north and south property lines shall be 5 feet. Minimum setback from the OHWM
as identified on the approved site plan is 1278 feet. If an ESA is present, then the more
stricter setbacks shall apply.
22.) 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.
23.) 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.
24.) 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.
25.) Maximum lot coverage is not to exceed 25%. Lot coverage is defined as amount of
impervious surface which includes roof tops, driveways, concrete, etc.
26.) The building height is not to exceed 35 feet.
27.) NO TIMBER HARVEST SHOULD TAKE PLACE OUTSIDE OF THE UPLAND AREA AND
TIMBER REMOVAL SHOULD NOT EXCEED A TOTAL OF 35 PERCENT OF THE
PROPERTY. THE LIMITATION OF TREE HARVEST IS CONSISTENT WITH MEETING
STORMWATER FULL DISPERSION REQUIREMENTS AND WILL MINIMIZE THE
AMOUNT OF WATER REACHING THE BASE OF THE LANDSLIDE COMPLEX.
28.) NO DEBRIS SHOULD BE PLACED ON THE STEEP SLOPES ON THE PROPERTY.
29.) STORMWATER RUNOFF FROM THE ROOF GUTTERS SHOULD NOT BE DIRECTED
ONTO STEEP SLOPES ROUTED TOWARDS AND SHOULD BE DISPERSED OR
INFILTRATED INTO THE GROUND IN A DISPERSED MANNER. SOILS ON THE
UPLAND AREA APPEAR TO BE GENERALLY WELL DRAINED AND INFILTRATION
THROUGH DISPERSION TRENCHES WILL BE READILY ACCOMMODATED BY THE
SOILS ON THE SITE.
30.) THE SEPTIC DRAINFIELD SHOULD ONLY BE LOCATED WITHIN THE GENTLY
SLOPING UPLAND AREA. THE ADDITION OF WATER FROM A DRAINFIELD
SHOULD HAVE NEGLIGIBLE IMPACT TO THE LANDSLIDE COMPLEXES.
31.) CONSTRUCTION OF FOOT TRAILS ON THE BLUFF FACE MAY CAUSE SLOPE
PROBLEMS ON THE BLUFF FACE. IF A TRAIL IS TO BE CONSTRUCTED, A
GEOLOGY ASSESSMENT OF THE PROPOSED TRAIL ROUTE AND IMPACTS
SHOULD BE CONDUCTED PRIOR TO CONSTRUCTION OF THE TRAIL.
32.) PRIOR TO FINAL BUILDING OCCUPANCY, PROPONENT SHALL SUBMIT A WRITTEN
LETTER FROM THE GEOLOGIST WHO PREPARED THE GEOTECHNICAL REPORT
q,DATED JUNE 15, 2007 STATING THAT THE STRUCTURE AND/OR FACILITIES HAVE
0 BEEN CONSTRUCTED IN CONFORMANCE WITH THE REQUIREMENTS OF THE
N� "GEOTECHNICAL REPORT." THE LETTER SHALL BE STAMPED^BYY THE LICENSED
GEOLOGIST/ENGINEER. �12ZIo5 oK ?� Mtc-1 LI�✓
•
33.) The prososal was sent to Stratum Group for review of the proposed stormwater and its
location. A letter dated January 4, 2008 was submitted by Dan McShane of Stratum
Group stating that the stormwater and its location is consistent with the Geotech report
and his recommendations.
34.) PRIOR TO FINAL BUILDING OCCUPANCY, PROPONENT SHALL SUBMIT A WRITTEN
t LETTER FROM DAN McSHANE OF STRATUM GROUP STATING THAT THE
�. ';x1 STORMWATER FACILITY HAS BEEN CONSTRUCTED IN ACCORDANCE WITH THE
V‘ri GEOTECHNICAL REPORT DATED JUNE 15, 2007. L0I2-1 It OK p-0,(-- tom
35.) DOE 2005 STORMWATER MANUAL BMP C105: Stabilized Construction Entrance
CONSTRUCTION ENTRANCES SHALL BE STABILIZED WHEREVER TRAFFIC WILL
BE LEAVING A CONSTRUCTION SITE AND TRAVELING ON PAVED ROADS WITHIN
1,000 FEET OF THE SITE.
ANY SEDIMENT THAT IS TRACKED ONTO PAVEMENT SHALL BE REMOVED BY
SHOVELING OR STREET SWEEPING.
`` �( ,, JEFFERSOUNTY
110 DEPARTMEN COMMU I Et, .
iT�' DPI�AE�NT; ,
621 Sheridan Street • Port T v�?n LL-1i shington'98368
4� ..y
360/379-4450 • 360/379-4451 Fax
1 www.co.jefferson.wa.us/commdevvl�p,rngnt� 2007
sirrwc - ' www.cojefferson.wa.us/commdevgltirtnt
Master Permit Application pp``;� MLA: 01'-(p31
Project Description (include separate sheets as necessary);f FERSON C UN I I)Ct
s 61/6 4 E Fitt 4 y 72F Sivr3,rr�c uii' e � �4 .
Tax Parcel q q / D S Property
Number: ! / Size: (acres/square feet)
5i,,5 ,." ? ...,l�✓ s, /? a x,r4.+r - / - ,s. c-r—o �o. k•-f?-:5��.,-K Al
-
Site Address and/or Directions to Prop: � � -�, Q ���Kz y ,
017(
Property Owner(s)of Record: /t ie."64�� � �G/(A %Z
Telephone: 3 �/ - 7��, Fax: email:lU e cstec --,.-
-, 'iY , t- (-- --t*
Mailing Address:�/ O a,4 ( Fie �tZ'-F j (ate Lv� c-c.c.,, L.1/- ?e34,L S.-
Applicant/Agent(if different from owner):
Telephone: Fax: email:
Mailing Address:
What kind of Permit?(Check each box that applies
)FrBuilding El Variance(Minor, Major or Reasonable Economic Use)
❑ Demolition Permit ❑Conditional Use[C(a), C(d),or C]**
Single Familyarage Attache /Detached ❑ Discretionary"D"or Unnamed Use Classification
❑ Manufactured Home ❑ Modular El Special Use(Essential Public Facilities)**
❑ Commercial* 0 Boundary Line Adjustment
❑ Change of Use ❑Short Plat**
El Address 0 Road Approach ❑ Binding Site Plan**
❑ Home Business El Cottagelndustry ❑ Long Plat**
>4'I'ropane ❑Planned Rural Residential Development(PRRD)/Amendments**
❑Sign ❑ Plat Vacation/Alteration**
❑Allowed"Yes"Use Consistency Analysis El Shoreline Master Program Exemption/Permit Revisions**
El Stormwater Management El Shoreline Management Substantial Development**
❑ Site Plan Approval Advance Determination(SPAAD)* ❑ Shoreline Management Variance
❑Temporary Use El Comprehensive Plan/UDC/Land Use District Map Amendment
El Wireless Telecommunication* ❑Jefferson County Shoreline Master Program Amendment
❑ Forest Practices Act/Release of Six-Year Moratorium El Tree Vegetation Request
*May require a Pre-Application Conference **Requires a Pre-Application Conference
Please identify any other to I,state or federal permits required for this proposal, if known:
/�/a
DESIGNATION OF AGENT
I hereby designate to act as my agent in matters relating to this application for permit(s).
OWNER SIGNATURE Date:
By signing this application form,the owner/agent attests that the information provided herein,and in any attachments,is true and correct to the best of
his, her or it's knowledge. Any material falsehood or any omission of a material fact made by the owner/agent with respect to this application packet
may result in this permit being null and void.
I further agree to save,indemnify and hold harmless Jeffe..an County against all liabilities,judgments,court costs,reasonable attorney's fees and
expenses which may in any way accrue agai effer •n : my as a result of or in consequence of the granting of this permit.
I further agree to provide s ntry • •'-rson County and its employees,representatives or agents for the sole purpose of application
review and any requir I r' s Staff. •-ss and right of entry will be assumed unless the applicant informs the County in writing at the
time of the applic ' w s •ri•,...,l
Ir Signature: Date: ! 2Z iJ
The action o actions Applicant ill und: ake 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" . '-n -I.angered species as those terms are defined in the federal law known as the
"Endangered Species Act"or"_SA."Jefferson Co <• ssurances to the applicant that the actions that will be undertaken because this
permit has been issued '"�• violate t �`• IT'in,• �r group or agency can file a lawsuit on behalf of an endangered species" (1(p9 yqur
action(s)even if yo .r: • ore.' . -i - .effe,.•• e•unty development code.The Applicant acknowledges that he,she or it trQf ,i 4) I
and non-transfer •I a..• . • • or.dh• g to f.. •ying wi , . • - t has read this discl�' er d,signs gnekd l
Signature: .e " I f/.� ��j%j
V �. Date: `
i
1
BUILDER STATEMENT •
The signer of this state d rt that they are the Owners of the parcel referenced herein,that they are not licensed contractors and that
th: : e
y ill b assumin r y of General Contractor for the proposed project. , f L
ure: Date: /�� '^ G° T
GENERALNTRACTOR OR MAN ACTURED HOME INSTALLER: PHONE: FAX:
( ) ( )
MAILING ADDRESS: EMAIL:
CONTRACTOR'S LICENSE WAINS
NUMBER: NUMBER
ARCHITECT/ENGINEER: PHONE ( ) Fax:( )
MAILING ADDRESS: EMAIL
Project Type: Frame Type: Bathrooms: Shoreline: Type of Sewage Disposal:
XNew Wood Existing: I I Sewer
n Addition ❑ Steel Proposed: —1-- Bank r i Community System
❑ Alteration/Remodel ;7 Concrete Total: I Hugh. 6Individual System
❑ Repair 7 Masonry �� SEP Permit#5-EP07- 'r i2$
❑ Demolition Ll Other: Bedrooms: Water Supply:
Existing: Setback: Private well 7 Two Party
Ty of Het Proposed: I
TR64,q/� Total: f Publici
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 Pro ane T • nce Installation ermi mark all items below that a I :i Underground Tan i Above ground Tank - Size of Propane Tank: 2. - /2 a GA L rf/
i Heat Stove .00k ve 'b.ireplace Insert )plot Water Tank i Pellet Stove i 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,
including the reserve area.
Square Footage Current Proposed For Office Use Only Amount Revision
Main Floor Heated ?4� (06 O 15G_75 Bid App Review: S GC
2nd Floor Heated I
nsistency Review:
.t )rQ , , r; � i
f ' l 15-3
Other Heated ,.. t k- - se fee:
Mezzanine Additional Section:
Heated Basement NO\ 2 6 207
Plan Check fee: 1 1 2 . /
Unheated Basement JEFFERsoN mot Mite Surcharge fee: J `"�
Other Unheated Lfrl. 1� 1, U • ��
Pot Water Review fee: n 3 CD
Garage/Carport 3 Ol Qa l� SUBTOTAL a . 1. 50
Decks r itnr t EhW.
Other
TOTAL: $ ag I. 59
Receipt Number: (5-zi'7 R
Cash/Check Number:
ESTIMATED COST(REQUIRED) l b 5515(8ate:
.Fair market value of all labor and materials fo datierr M fm• 1 ,c Cp f 7
/35—O;-- nitials: / s) r
0 a
RECEIVED
4 a i" , JEFFERSON COUNTY
g i4,,,1 I DEPARTMENT OF COMMUNITY DEVELOPMENT
j►s""ats► ti, 621 Sheridan Street • Port Townsend •Washington 98368 JEFFERSON COUNTY BCD
360/379-4450 . 360/379-4451 Fax
01 http://www.co.Jefferson.wa.us/commdevelopment/ NOV 2 6 2007
STORMWATER SITE PLAN SUBMITTAL TEMPLATE
IMLA# 01— w r PROJECT/APPLICANT NAME: ktg- S z,cien Lj
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 a 1300 square foot single family residence on an 8 acre parcel.The house willbe constructed on a level area that is-
- reachable by an existing dirt road.Upon completion of the house the 600 foot dirt road will be covered with new gravel.The -
_ well and septic will be placed near the house.
Existing Conditions Summary
2. Describe the existing topography. Indicate contours on the site map. •
- The 8 acre parcel gradually slopes eastward toward the Hood Canal and a ravine is located on the southeastern edge and
• slopes toward the shoreline bluff.There is a seasonal stream in the ravine.The highest point of the parcel is approximately —
. 250'.Most of the parcel is tree-covered with mature second growth fir.
3. Describe the existing vegetation. Indicate native vegetation areas on the site map. —
• The parcel has dense vegetation. The native trees on the parcel are mature second growth fir,cedars,alders,hemlock and bi leaf maples of various ages.The groundcover and understory are primarily salal,Oregon grape,sword ferns,salmon berries
g _and Sitka willow.
4. Describe the existing soils. Indicate soil type on the site map.
• The western upland portion contains sandy topsoil,loamy sand and glacial till. The eastern portion along the bluff contains
sandy soil near the surface and very compact silt and clay with layers of peat near the ocean level.The beach is sand and
gravel.
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.
The gently sloping upland portion is bounded on the north by a seasonal stream valley on the adjacent property- bounded on the southeast by a seasonal stream.Both continue eastward to the shoreline bluff.Both of these streams is
seasonal streams with very little surface water flow in the area adjacent to the upland area. Stream flow likely only occurs
- during very wet weather.Furth as the stream bed elevation reaches the
- impermeable layers. AbPPRD
6. Describe any excess levels of noisE genegied _yth propose useoractivity: -
R WATER PLAN
_ orma construction noise, whi!h will oc ur during the required bulding ord nance.
Stormwa r ; a's FEB - 4 ZOOS -
Required ``,,��•,, t
like 161 JEFFERSO �•
DEPT.OFC',,, t ' . ' .ME
stone ater site plan template-rev.10/1/2003 t V
SIGNATURE. ... 5
• I
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 gentle sloping western upland portion is very stable.The southeast portion has a stream valley with a moderately pitched '
slope,but the slopes are generally stable.Recent land movement in the past 10 years has occurred on the shoreline bluff,
which is steep.
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 parcel is surrounded by public and private forest lands to the south and west.Approximately 12 homes are located along
this section of Seahome Road.The road is maintained by the county and utilities are in place.Along the Hood Canal portion
of Seahome Road,a landslide occurred about 10 years ago and resulted in some building being uninhabitable.It is unlikely
that the slide area will expand in the near future.
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 stomiwater 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.
All stormwater will be fully dispersed. Soils in the upland area are generally well drained and the stormwater dispersion
be readily accommodated by the soils on the site. will
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.]
— With the fully dispersed plan,I will not need a treatment facility. RECEIVED
N O V 2 6 2007
11. Describe the performance goals and standards applicable to the project. ON JEFFERS
DCD
The goal is to impact the surface soils and deeper soils as little as possible and have the post developed stormwater match
predeveloped condition.Debris will be removed or mechanicallyaon nr the
necessary, ground into chips,which will be used for erosion control if
12. Describe the flow control system.
No flow control system is planned,because the site will be fully dispersed and the soils will accommodate the dispersion._
JAN f DU
stormwater site plan template—rev.10/1/2003
•
`•� Y. $l / ]�\ ECEFVED
Air
NOV 2 6 2007
13. Describe the water quality system. ;.' -
*"1 JEFFERSON CQUNn DCD
The upland area is ~r 1376 ' '
p dry and the seasonal stream valleys wi ��.,;,p- is y.- a 'water seeps through sandy soil and -
_ sandy loamy soil and travels a long distance before ente4 ? 04.3140.
14. Describe the conveyance system analysis and design. S k���� 4� 5> l/
4(-
- The stormwater from the roof gutters and the discharge from septic dispersion trenches will be fully dispersed and flow
- eastward toward the Hood Canal through the seepage in the sandy soil and along the top of the impermeable glacial till.
15. Describe the source of fill material,physical characteristics of fill material,and deposition of excess material.
_ No fill material will be required.
16. Proposed methods of placement and compaction consistent with the applicable standards on Appendix Chapter 33 of the
Uniform Building Code.
The excavated area around the foundation will be replaced will the soil that was excavated.The soil will be compacted by the
machinery and naturally occurring settling.The dirt drive will require 60 yards of 3"basalt before contruction and 60 yards
of 3/4"minus basalt after construction.The drive will be compacted by normal vehicle traffic and delivery trucks.
17. Describe the proposed surfacing material.
60 yards of 3"basalt and 60 yards of 3/4"minus basalt to be delivered by Fred Hill Materials.The area around the house will
revert back to its native vegetation.
18. uescnoe metnoas tor restoration or me site.
A dirt driveway exists on the property;therefore no road building or restoration will be required for the driveway.The site _
around the house will be restored with native vegetation that will include shrubs and groundcovers.The landscaping will
follow organic gardening practices.
- I
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 or treat runoff.] 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.
Geotechnical Engineering: Stratum Group(June,2007); Krazan&Associates(November, 1998)
— Septic Design: Charles H. Pollmar&Associates(June,2007)
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 Permit#: SEP07-00218 Expiration: September 4,2010
— 7 2007
JAN
stormwater site plan template—rev.10/1/2003 �1
• •
NOV 2 6 2007
CONSTRUCTION STORMWATER POLLUTION PREVENTION PLAN(SWPRJCFEI1S8N COUNTY DCD
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.
There will be less than 15 trees cut for the building site and the septic drainfield area. Trees that will be
cut outside the house footprint, will remain on the ground to aid in erosion control. Stumps will be
removed in the building footprint and will be chipped on site and used for erosion control.
2. Establish Construction Access.
There is a dirt driveway on the property that will be used for construction access. The road surface will
be enhanced will gravel, which will make access for the construction equipment easier and less
invasive.
3. Control Flow Rates.
The land parcel has good drainage valleys and will aid in moving the water off the site. The valleys
gently slope eastward and are heavily vegetated with native species. Recycled wood chips and fallen
logs will help keep waterflow to a gradual rate and should_not cause any erosion.
4. Install Sediment Controls.
Recycled wood chips and fallen logs will be placed between the building site and the valleys.
5. Stabilize Soils.
— The soils will be stabilized by keeping the native vegetation intact and minimizing the tree removal.
— Vehocles will remain on the road and avoid unnecessary soil compaction.
6. Protect Slopes.
The drainage valleys are more than 30' from the building site and will be undisturbed. The level surface
leading to the drainage valleys will receive addition protection from the distribution of recycled wood
chips and fallen logs.
7. Protect Drain Inlets.
,
There are no drain inlets from the adjacent properties. the parcel is located on a small ridge, making,
_ higher than the adjacent properties. .IA.h 2001
. .._ LQ`MENT
stormwater site plan template—rev.10/1/2003
8
•
RECEI LD
NOV 262007
12 Required Elements—Construction SWPPP(continued) rrCCCCCC nnu �{/
8. Stabilize Channels and Outlets. �Lf(CiJt1 COUNTY DCD
There are no channels or outlets from adjacent properties and the drainage valleys will not be disturbed.
Native groundcovers and shrubs will keep the drainage valleys very'stable.
9. Control Pollutants.
Recycled wood chips 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, or other hazardous material spills. If
spills should occur,the material will be disposed of properly.
10. Control De-Watering(the act of pumping groundwater or stormwater away from an active construction site).
If pumping is necessary, the water will be pumped to a prepared receiving area so that the water can
_ slowly filter into the soil. The parcel has good soil, so the water can be disbursed evenly and gradually.
11. Maintain Best Management Practices(BMPs).
Each subcontractor will receive instructions and directions on site management practices. The general
contractor or I will be present at all times.
12. Manage the Project.
The general contractor or I will be present at all times during construction to ensure enforcement of all
aspects of this pain.
2. Adjacent Areas.
a. Description of the adjacent areas that may be affected by site disturbance (e.g., streams, lakes, wetlands, residential
areas, roads).
The parcel is surrounded by public and private forest lands to the north, south and west and t he eastern
boundary is the Hood Canal. Since the parcel slopes eastward,the west parcels should not be affected
by any disturbances and the north and south parcels are protected by the drainage valleys.
b. Description of the downstream drainage path leading from the site to the receiving body of water(minimum distance of 400
yards).
The drainage valleys gently slope eastward and are heavily vegetated with native groundcovers and
shrubs. The water empties into the Hood Canal, approximately 400 yards away.
3. Environmentally Sensitive Areas.
a. Description of environmentally sensitive areas that are on or adjacent to the site.
Along the Hood Canal portion of Seahome Road, a landslide occurred
-•- t--k0-years ago•and-thee-bhr�P,'
is still considered unstable. A seasonal stream enters the parcel at the s ',txtheast corner and flows into
the Hood Canal.
,/. „ -
stormwater site plan template—rev.10/1/2003
9
• •
RECEIVED
b. Description of special requirements for working in or near environmentally sensitive areas.
NOV 2 6 2007
.4///1/4
JEFFERSON CHORD
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 for seen,the building area is very level, dry and contains good soil. The foundation and crawl
space will require a minimum amount of excavating and backfilling.
5. Construction Phasing.
a. Construction sequence
_ Site preparation and excavation, foundation, framing,roofing, enclosure, interior finish, and —
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.
_ Ssite preparation and excavation—June 2008. Framing, enclosure and roofing—July, 2008. Interior _
_ finish, interior utilities and appliances—August, 2008. Finished driveway—September, 2008.
II. Wet Season Construction Activities.
a. Proposed wet season construction activities.
It/0/V -
b.
Proposed wet season construction activities for environmentally sensitive areas.
41/71.54-
7. Financial/Ownership Responsibilities.
a. Identify the property owner responsible for the initiation of bonds and/or other financial securities.
l44'l 6 D ✓c_14°r-7<-ice
b. Describe bonds and/or other evidence of financial responsibility for liability associated with erosion and sedimentation
impacts. p
8. Engineering Calculations. Provide Design Calculations on a separate sheet for the following,if applicable.
a. Sediment Ponds/Traps.
b. Diversions.
c. Waterways. / l
d. Runoff/Stormwater Detention Calculations I J� i �
JAN ` / 2u0?`
stormwater site plan template—rev.10/12003 P , , NT
• •
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 onstructio worksheet, I as the applicant/owner attest that the information provided herein is true and
correct to st of wl ge. I also certify that this application is being made with the full knowledge and consent of all
owner e
/(—2C
•
(LANDOWNER , AUTHOR ED REPRESENTATIVE SIGNATURE) (DATE)
THIS SPACE MAY BE USED FOR ADDITIONAL NOTES, IF NEEDED:
RECEIVED
NOV 2 6 2007
JEFFERSON COUNTY DCD
-_
• I
,,IA'` — 7 2J07 J
stormwater site plan template.doc—rev.10/12/2003 - - I 12
• •
STRATUM GROUP
1451 Grant Street,Bellingham,WA 98225
Phone(360) 714-9409
January 4, 2008
Dick Stockment
7515 W Port Madison Road
Bainbridge Island, WA 98110
Re: Stormwater Drainage Plan
Tax Parcel 992600045
Jefferson County
Dear Mr. Stockmat:
I have reviewed the storm water drainage plan for consistency with the recommendations I made
in my Geology Hazard Evaluation I made for the site. I have reviewed the Stormwater Site Plan
Submittal you submitted to Jefferson County and the proposed residence site plan submitted to
Jefferson County showing the proposed home and indications where storm water would be
dispersed. The proposed stormwater drains indicated on the plan and the description of the
stormwater dispersion is consistent with my recommendations.
I have sent the drawing and a copy of the stormwater submittal to Jefferson County along with a
copy of this letter.
Stratum Group appreciates the opportunity to be of service to you. Should you have any
questions regarding this report please contact our office at (360) 714-9409.
Sincerely yours,
S atum Group ..m�
' `474111PN 0
Dan McShane, M.S., L.E.G. - ,
Licensed Engineering Geologist / 4 �. — t
-1:. --/:\;`641‘41:.
1 6
Daniel McShane '' JA.N - 7 2007
• •
1I•. 1
BMP C105: Stabilized Construction Entrance
-
Purpose Construction entrances are stabilized to reduce the amount of sediment
transported onto paved roads by vehicles or equipment by constructing a
stabilized pad of quarry spalls at entrances to construction sites.
Conditions of Use 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.
On large commercial,highway, and road projects,the designer should
include enough extra materials in the contract to allow for additional
stabilized entrances not shown in the initial Construction SWPPP. It is
difficult to determine exactly where access to these projects will take
place; additional materials will enable the contractor to install them where
needed.
Design and • See Figure 4.2 for details.Note:the 100' minimum length of the
Installation entrance shall be reduced to the maximum practicable size when the
Specifications size or configuration of the site does not allow the full length(100').
• A separation geotextile shall be placed under the spalls to prevent
fine sediment from pumping up into the rock pad. The geotextile
shall meet the following standards:
Grab Tensile Strength(ASTM D4751) 200 psi min.
Grab Tensile Elongation (ASTM D4632) 30%max.
Mullen Burst Strength(ASTM D:3786-80a) 400 psi min.
AOS(ASTM D4751) 20-45(U.S. standard sieve size)
• Consider early installation of the first lift of asphalt in areas that will
paved;this can be used as a stabilized entrance. Also consider the
installation of excess concrete as a stabilized entrance. During large
concrete pours,excess concrete is often available for this purpose.
• Hog fuel(wood-based mulch)may be substituted for or combined with
quarry spalls in areas that will not be used for permanent roads. Hog
fuel is generally less effective at stabilizing construction entrances and
should be used only at sites where the amount of traffic is very limited.
Hog fuel is not recommended for entrance stabilization in urban areas.
The effectiveness of hog fuel is highly variable and it generally
requires more maintenance than quarry spalls. The inspector may at
any time require the use of quarry spalls if the hog fuel is not
preventing sediment from being tracked onto pavement or if the hog
fuel is being carried onto pavement. Hog fuel is prohibited in
permanent roadbeds because organics in the subgrade soils cause
degradation of the subgrade support over time.
• Fencing(see BMPs C103 and C104) shall be installed as necessary to
restrict traffic to the construction entrance.
4-8 Volume II— Construction Stormvvater Pollution Prevention February 2005
• •
• Whenever possible,the entrance shall be constructed on a firm,
compacted subgrade. This can substantially increase the effectiveness
of the pad and reduce the need for maintenance.
Maintenance • Quarry spalls(or hog fuel) shall be added if the pad is no longer in
Standards accordance with the specifications.
• If the entrance is not preventing sediment from being tracked onto
pavement,then alternative measures to keep the streets free of
sediment shall be used. This may include street sweeping, an increase
in the dimensions of the entrance,or the installation of a wheel wash.
• 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 site. The pavement shall not be
cleaned by washing down the street,except when sweeping is
ineffective and there is a threat to public safety. If it is necessary to
wash the streets,the construction of a small sump shall be considered.
The sediment would then be washed into the sump where it can be
controlled.
• Any quarry spalls that are loosened from the pad,which end up on the
roadway shall be removed immediately.
• If vehicles are entering or exiting the site at points other than the
construction entrance(s),. fencing(see BMPs C103 and C104) shall be
installed to control traffic.
• Upon project completion and site stabilization, all construction
accesses intended as permanent access for maintenance shall be
•ermanentl stabilized.
Driveway shall meet the
requirements of the
Permitting agency
It Is recommended that
the entrance be
crowned so that runoff
drains off the pad
�,;.
install re is a drNeay w cuculvert
if he roadside
ditch':present in;r.:
4-e'quarry spalls
Geotexhie
12 min.thickness�—��/ N4)
Provide full width of
Ingress/egress area
Figure 4.2—Stabilized Construction Entrance
February 2005 Volume I!—Construction Stormwater Pollution Prevention 4-9
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APPROX. CENTER LINE STREAM
TRACT 23
REVISIONS:
I
PRIMARY RESERVE
\ I755.Iq' FROM ORIGINAL R/W I
50' DRAINFIELD DRAINFIELD 5 95g" '40" E (PLAT=EA5T-Ig42.2O"TOTAL) COMP=IcI4221'
- - - - - - '-- - - - -
// RE-ROUTE ROADWAY \ 32L90' �- 150.55g0.3q' (RESULTANT=1912.21')
317.46'
PER SITE CONDITIONS
100'-0_-_ �__ -�EXISTINGCABIN
- / '�' - -�� CENTERLINE OF 10' GRAVEL DRIVE (Igg3)
O - - _ - - - (432 5.F.)
_�
PROPOSED
4z ` - - - 542'-0 1 /2" +/- 4 l _ - - - \ WOOD PROPOSED-
- - - - - - - - - - - - - - - - - -
(3 __ FIR FRAMED — L�NHLLTI _ _ -----— — — — — — — EXI
O - - - - -- 5�I7 GE ON _ _ --� -- ---------------
STIA�-OpT
_ 50'-O" MIN (32 S.F.)
N - - _ % SEPTIC p\ / TRACT 24 SETBACK FROM
_ _ _ _ TANK O ° \ SEASONAL STREAM
�LINE C7ESGRIBED UIJDER AFN - - - - - - - /O SLOPE /
i
30
I
ABBREVIATIONS
Above Finish Floor
AFF.
Hollow Metal
Acoustical
ACOUST.
Horizontal
Aluminum
ALUM.
Height
Angle
L.
Inside Diameter
Approximate
APPROX.
Insulation
Architectural
ARCH.
Interior
Basement
BSMT.
Lavatory
Beam
BM.
Manufacturer
Bearing
BRO.
Masonry Opening
Bottom Of
B/O
Material
Building
BLDG.
Maximum
Built-up Roof
BUR.
Mechanical
Cabinet
GAB.
Metal
Ceiling
CLG.
Minimum
Center Line
Miscellaneous
Chalkboard
GB.
Number
Golumm
COL.
On Center
Concrete
GONG.
Opening
Construction
CONST.
Plate
Control Joint
CJ
Plumbing
Gublc Feet
GU.FT./G.F
Prefabricated
Deta i I
DTL.
Radius
Dimension
DIM.
Refer To
Down
DN.
Reinforcing
Downspout
DS.
Stair Riser
Drawing
DWG.
Roof Drain
Drinking Fountain
DF.
Room
Electrical
ELEC.
Round
Electric Panel
EP.
Schedule
Electrlc Water Cooler
ENC.
Section
Elevation
EL./ELEV.
Similar
Equal
EO.
5pecificoton5
Expansion Joint
EXP.JT./E.J.
Square
Exterior
EXT.
5cpare Feet
Existing
EXIST.
Steel
Finish
FIN.
Stainless Steel
Fire Extingulsher
FE.
Stair Tread
Fire Hose Cabinet
FHG.
Storage
Floor
FLR.
Structural
Floor Drain
FD.
Telephone
Footing
FTC.
Tackboord
Foundation
FDN.
Toilet
Guoge
6A.
Top Of
General Contractor
G.G.
Typical
Glass
OIL.
Vertical
Gypsum Board
GYP.BD.
Window
Hardware
HDWRE.
Wood
252656 8 252657 — - - \ 7 —
\J. 30'-O" MIN -- ----- --1 _i_--- / — ►— . �- _ _ . — . _ _ % I m
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7 165q 5F ROOF AREA gyp' \N
CONCRETE BLOCK
BRICK
BATT INSULATION
RIGID INSULATION
=III-III-III-III-III=1
CONSTRUCTION NOTES:
—III—III=1 I I -I I I —I 1 I- EARTH
I. CONSTRUCTION DOCUMENTS CON515T OF ONE SET
=1 I I=1 I=1 I I=111 =1 1-I
OF BOUND 24'X36' LARGE PLAN DRAWIN65.
2. THE GENE= AL CONDITIONS OF THE CONTRACT
"
FOR CONSTRUCTION, STANDARD AIA DOCUMENT
a a CONCRETE
5141 - I067 EC'ITION, ARE HEREBY MADE A PART OF
THE CONTRACT DOCUMENTS-
5. THE CONTRACTOR IS REQUIRED TO SECURE AND
FINISHED WOOD
PAY FOR ALL PERMITS, FEES AND LICENSES AS
// \\
NECESSARY FOR PROPER EXECUTION AND
COMPLETION OF THE WORK AS OUTLINED IN THE
CONTRACT DOCUMENTS.
PLYWOOD
4. THE CONTRACTOR IS TO COMPLY WITH ALL
CODES, RULES, REGULATIONS, ORDERS AND OTHER
® WOOD BLOCKING
LEGAL REQUIREMENTS OF LOCAL, STATE AND
FEDERAL AU`HORITIES, WHICH BEAR ON THE
GRAVEL
PERFORMANCE OF THE WORK.
5. THE CONTRACTOR 15 RESPONSIBLE TO VERIFY
AND COORDINATE ALL PORTIONS OF THE WORK. IN
j STEEL
THE EVENT OF DISCREPANCIES FOUND ON THESE
DOCUMENTS THAT MAY CAUSE HARDSHIP TO THE
CONTRACTOR, THE CONTRACTOR 15 TO NOTIFY THE
GYPSUM BOARD
ARCHITECT PRIOR TO PROCEEDING WITH THE WORK.
i
i
SEPTIC TANK, A
o�N
ry
On
rn�
I
PROJECT DATA:
NAME OF PROJECT:
PROPOSED REDIDENGE FOR RICHARD
STOCKMENT
I55UE DATE:
SEPT 7, 2007
LOCATION:
307 SEAHOME ROAD
QUILCENE, WA 16576
OWNER:
RICHARD 5TOCKMENT
10 EAST FIR
PORT LUDLOW, WA 1953b5
TEL: 360/265-41164
ARGHITEGT:
R. A. LAGEY ARCHITECTURE
RONALD A. LAGEY, JR - A.I.A.
6336 N.E. JORDAN DRIVE
BAINBRIDGE ISLAND, WA g6110
TEL: 206l760-3262
STRUCTURAL ENGINEER:
ED JONSON AND ASSOCIATES
5gg0 BATTLE POINT DRIVE
BAINBRIDGE ISLAND, WA g6110
TEL: 206l760-0524
TAX PARCEL:
SECTION 56, TOWNSHIP 27N, RANGE
IW
PARCEL #gg2600045
PROPOSED BUILDING DATA:
APPLICABLE CODE:
2006 IRC
OCCUPANCY:
RESIDENTIAL
CONSTRUCTION TYPE:
TYPE V-B
AREA:
LIVIN6 AREA
q65 S.F.
6ARA6E
552 SF.
TOTAL CONSTRUCTED AREA:
1,317 S.F.
(2) 120 GAL PROPANE
TANKS (PROVIDE STAP 3�5�\F APPLICABLE CODES:
/ �
\ ANCHORS TO WALL A5 %� \00/p0 2006 INTERNATIONAL RESIDENTIAL CODE WITH
REQUIRED BY CODE) / �� OFF STATE AMENDMENTS
2006 INTERNATIONAL FIRE CODE WITH STATE
AMENDMENTS
D WOOD DECK
17>E-74;-BY
2006 INTERNATIONAL MECHANICAL CODE WITH
STATE
AMENDMENTS
EXISTING, 51TE
\
GONG
TIONS)
/ \
2006 UNIFORM PLUMBING CODE
STOOP
2006 WASHINGTON STATE ENERGY CODE
\ '
\
2006 WASHIN6TON STATE VENTILATION d INDOOR
AIR OLIALITY CODE
'
INDEX TO DRAWINGS:
O
� '
F�S�fl>
COVER SHEET
C1.1 SITE PLAN
ilo \
'
ARCHITECTURAL
— — — — — —_—_—
_—_
\
A1.1 FIRST FLOOR PLAN
- - — — — —
_ _
_ \
_ _ _ _ \
LINE DESCRIBED UNDER
A2.1 EXTERIOR ELEVATIONS
_
— --�— — — — — _ _
AFN 252656 d 252657
A3.1 BUILDING SECTIONS
\
STRUCTURAL
PROVIDED BY:
\
ED JONSON AND ASSOC P E
FEB - 8 2008
1=
5168 REGISTERED
ARCHITECT
ATE
R*A* LACEY
A R. C HT _FE C "T U R E
6336 N. E. JORDAN DRIVE
BAINBRIDGE ISLAND, WA 98110
TELEPHONE FAX (206) 780-3282
www.ralacey.com
PROPOSED
RESIDENCE FOR
RICHARD
STOCKMENT
307 SEAHOME RD
QUILCENE, WA
PROJECT NUMBER:
2007-04
ISSUED:
SEPT 7, 2007
DRAWN BY:
RALjr
SCALE:
AS NOTED
5990 BATTLE POINT DRIVE ECEIVET"' SITE PLAN
BAINBRIDGE IS., WA 98110
\ \ TEL: (206) 780-0524
PARTIAL SITE PLAN i= 31 STRUCTURAL NOTES NOY 2 6 2007
I" = IO'-O" \ o S2 FOUNDATION PLAN JEFFERS01 EMU QED C 1 .1
z S3 ROOF FRAMING PLAN