HomeMy WebLinkAboutBLD2007-00092 itILDING PERMIT APPLICATON MLA07-00115
Review Type:I
Jefferson County Department of Community Development
621 Sheridan Street Port Townsend, WA 98368
PERMIT #: BLD07-00092 Received Date: 3/9/2007
SITE ADDRESS: 3466 TEAL LAKE RD
PORT LUDLOW, 98365
OWNER: E LOUISE COLE PHONE: 360-437-0699
LARRIE COLE
3466 TEAL LAKE RD
PORT LUDLOW WA 983659515
SUBDIVISION: Block: Lot: T 34
PARCEL NUMBER: 821333016 Section: 33 Township: 28 N Range: 01 E
CONTRACTOR: OWNER/BUILDER PHONE:
REPRESENTATIVE: PHONE:
PROJECT DESCRIPTIOr NEW SEWING ROOM ADDITION
TYPE OF WORK RES SQUARE FOOTAGE:
TYPE OF IMP ADD MAIN:
VALUATION 18,540.00 ADD'L: HEAT TYPE: EEE
CODE EDITION: 2003 HEAT BASE: HEAT TYPE:
OCCUPANCY: R-3
OCCUPANCY: UNHEATED: #OF STORIES:
CONST TYPE: 5N OTHER: 284 SHORELINE:
CONST TYPE: GARAGE: SETBACK:
DECK: BANK HEIGHT:
SEWAGE DISPOSAL: CON
WATER SYSTEM: PUD
BEDROOMS: BATHROOMS:
Exist: 3 Exist: 2
Prop: 0 Prop: 0
Total: 3 Total: 2-
Routing at
lcDr7
Type Amoun v: Date: Receipt: Approved/Date
Permit $307.25 LYK 03/09/07 89530 APPROVED
Plan Check $199.71 LYK 03/09/07 89530
State Building Code $4.50 LYK 03/09/07 89530 AP^ l(, ?OU7
Total: $511.46 Jefferson County Planning
&Building Department
Jefferson County Building Divisi• Permit Number: 07-00092
Applicant: COLE
BUILDING PERMIT INSPECTION APPROVALS applicable Code: 2003 International Building Codes
To schedule inspections, call (360)379-4455 no later than 7:00 AM the day of the inspection.
Requests received after 7:00 AM will not be scheduled for that day's inspections.
ELECTRICAL PERMITS are issued by the Washington State Department of Labor& Industries.
The electrical permit must be signed off by the State Inspector prior to the County's Framing Inspection
Inspection Item Date Approval Signature Notes
Setbacks
Erosion Control N/4
Foundation Footing
7 /4% 1/ oleic/et-Ai/ (SereKs 6revA) 56,069
Footing Drains
Foundation Stem Wall 5/fib/D7 W Ot<
Under Floor Framing fey"
Straps(hold downs)
Ext. Shear Wall Nailing
tAre
Framing lb —12f7
Airseal 1 ,$-07
Insulation:Walls
-IS-c ? 1
Insulation: Floors 6 4
Insulation: Ceiling I�-(S_u?
Int. Shear Wall Nailing - ' /n
Wallboard Nailing 04/el
Address Posted
t x//b/67 'r
'.FINAL INSPECTION !// ./( -Per-
l
FINAL INSPECTION MUST BE APPROVED PRIOR TO BUILDING BEING OCCUPIED
/r'> THIS PERMIT IS VALID FOR ONE YEAR
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CONDITIONS for Building Permit# :BLD07-00092
1.) PRIOR TO THE FINAL OF BUILDING PERMIT, BLD07-92, THE PROBLEM IDENTIFIED
ON THE 3/22/07 EES IS TO BE CORRECTED AND VERIFIED BY THE JEFFERSON v T Q1
COUNTY HEALTH DEPARTMENT. ~ • ID,'IL I
2.) No plumbing has been reviewed or approved for this project by Jefferson County Public
Health. Additional requirements may apply if plumbing is proposed.
3.) The application was reviewed by the Jefferson County Department of Community
Development staff on April 10, 2007 for the potential presence of Environmentally
Sensitive Areas (ESAs) under the provisions of the Unified Development Code (UDC).
After an initial Geographic Information Systems mapping review and an investigative site
inspection, the following ESAs were confirmed to be present on the subject property:
Level I Landslide Hazard Area and Susceptible Aquifer Recharge Area.
4.) Aquifer Recharge Areas in Jefferson County are characterized by porous geological
formations that allow percolation of the surface water into the soils and the underlying
zone of saturation. Aquifers are geologic formations that contain sufficient saturated
permeable material to yield significant quantities of water to wells and springs. Aquifers
serve as the source of drinking water within most of the rural portions of Jefferson County.
5.) Susceptible Aquifer Recharge Areas are those with geologic and hydrologic conditions
that promote rapid infiltration of recharge waters to groundwater aquifers.
6.) Geologically Hazardous Areas in Jefferson County are characterized by slope, soil type,
geologic material, and groundwater that may combine to create problems with slope
stability, erosion, and water quality during and after construction or during natural events
such as earthquakes or severe rainstorms.
7.) A Geological Assessment- Landslide Hazard Geotechnical Letter prepared by E3RA Inc
dated December 12, 2006 was submitted in conjunction with the application to address
the Landslide Hazard Area.
8.) The site generally slopes down to the south at grades that average about 20 percent,
except where modifies by prior grading. Cuts are generally on the north side od the
existing modular home where the proposed addition occur and appear to consists of site
leveling with no significant resultant cut slopes. No define toes or tops of slope were
observed on site.
9.) 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.
10.) The applicant is proposing to create or add 284 square feet of impervious surface and 284
square feet of land disturbing activities. JCC 18.30.060 and 18.30.070 require your
proposal comply with Minimum Requirement#2 (Construction Stormwater Pollution
Prevention) of the Department of Ecology 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.
11.) 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.
12.) Jefferson County determined that this proposal is categorically exempt from review under
the State Environmental Policy Act (SEPA) pursuant to WAC 197-11-800(1)(b)(i).
13.) The site plan as submitted with the building permit application on March 9, 2007 has been
reviewed for consistency under the UDC, and has been approved by Jefferson County
Department of Community Development. Any modifications, changes, and/or additions to
the stamped, approved site plan dated April 10, 2007 shall be resubmitted for review and
approval by Jefferson County Department of Community Development.
14.) This approval is for a sewing room addition only. Any future permits on this site are
subject to review for consistency with applicable codes and ordinances and does not
preclude review and conditions which may be placed on future permits.
15.) Outdoor residential storage shall be maintained in an orderly manner and shall create no
fire, safety, health or sanitary hazard.
16.) Not more than 2 unlicensed vehicles s✓Obbe stored on any lot unless totally screens
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.
17.) Minimum setbcak from the edge of the ingress/egress easement shall be 7 ft. Minimum
side and rear setbacks are 5 ft.
18.) 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.
19.) Exterior lighting for residential uses shall not exceed twenty feet (20') in height from the
finished grade, excepting when such lighting is an integral part of a building or structure.
Ground level lighting is encouraged.
20.) Maximum lot coverage is not to exceed 25%. Lot coverage is defined as amount of
impervious surface which includes roof tops, driveways, concrete, etc.
21.) The building height is not to exceed 35 feet.
22.) The administrator has reviewed and approved a front yard/road setback reduction from 20
ft to 7 ft, as depicted on the site plan, per Note 6 of Table 6-1 JCC 18.30.050..
23.) This parcel has been designated as Rural Residential 1:5 under the Jefferson County
Comprehensive Plan Land Use Map effective August 28, 1998.
24.) A building permit(BLD99-00021) for a manufactured home installation was finaled on
June 21, 1999. A septic permit (SEP99-00002) was finaled on June 18, 1999 for a 3
bedroom system, an associated critical area review (CAR99-00001) was finaled January
11, 1999. A building permit (BLD00-00647) was finaled on October 4, 2001 for a metal
shop, an associated critical area review (CAR00-00441) was finaled on October 4, 2000.
25.) Teal Lake Rd (C505309) is a county local access road, access to parcel is via a private
ingress/egress easement and an address of 3466 Teal lake rd has been assigned to the
parcel.
26.) The proposal shall comply with the recommendations detailed in the Geological
Assessment prepared by E3RA, Inc dated December 12, 2006.
•
, ►ice
i! PO Box 44890
Tacoma WA 98444
253-537-9400
MAR - 9 2007 _J 253-537-9401 fax
E3RA
�PMENT
Vic` .. .
December 12,2006
T06415
Dick and Louise Cole
3466 Teal Lake Road
Port Ludlow,Washington 98365
(360)437-0699 tt
r19IT
Subject: Geological Assessment-Landslide Hazard Geotechnical Letter
RA
Parcel# 821333016 0 1
3466 Teal Lake Road
Port Ludlow,Washington JLa1.Stj
Dear Dick and Louise:
E3RA is pleased to submit this Geological Assessment-Landslide Hazard Geotechnical Letter for the
above-referenced project site. The purpose of our assessment is to address Title 18 of Jefferson County's
Critical Areas Ordinances as they relate to landslide hazards on the site. Plans call for the construction of
an 18 by 14 or 16 foot addition on the north side of your existing modular home.
Our scope of work is limited to surface observations, geotechnical research, and letter preparation. This
report has been prepared for the exclusive use of Dick and Louise Cole and their consultants, for specific
application to this project, in accordance with generally accepted geotechnical practice.
PROJECT DESCRIPTION
The project site is a roughly square parcel that measures 140 to 145 feet on a side, although a crescent-
shaped piece has been removed from the northwest corner, to accommodate the right-of-way of an
adjacent cul-de-sac. An existing modular home with a carport and detached storage/shop building occupy
the northwest corner of the site. The site is bordered by open land and a cul-de-sac on the north and open
land on the west.Residential parcels lie nearby to the east and south.
Plans call for building an 18 by 14 or 16 foot addition on the uphill, relatively level, north side of the
modular home.A moderately steep fill embankment is located 6 to 15 feet south of the modular home.
SITE CONDITIONS
During our reconnaissance of the site and nearby areas on November 27, 2006, we observed that site
generally slopes down to the south at grades that average about 20 percent, except where modified by
prior grading. The prior grading consists of cutting and filling in the vicinity of the modular home, in
order to create a level building area. Generally, fills there are on the south side of the modular home,6 to
15 feet or more from the south perimeter of the structure; vary from a few feet to about 10 feet in height,
and grade at 2H:1 V or less(50 percent or less). Cuts are generally on the north side of the modular home
r^tea � 7,;� �` �•
•
MAR - 92007
December 12, 2006
E3RA, Inc.
T06415/Cole Geologic Assessment , �" a ^+�
where the new construction is to occur, and appear to consist of site leveling with no significant resultant
cut slopes.
Other grading consists of a small cut near the southwest corner of the site,where an access road from Teal
Lake Road traverses the south boundary area. This cut is about 10 feet or less in height and grades down
to the access road at about 2H:1V.
Slopes nearby offsite are similar or gentler than those onsite. Mapping by Jefferson County indicates that
the north four fifths of the site,which includes the area to be developed,presents a slight landslide hazard.
The southernmost fringe of the site, where no development will occur, presents a moderate landslide
hazard.
The Geologic Map of Eastern Jefferson County identifies onsite soils as Vashon Ice-Contact Stratified
Drift.
The Natural Resources Conservation Service maps the site as Carlsborg Gravelly, Loamy Sand, CaD,
formed in glacial outwash terrace deposits on 15 to 30 percent slopes.
Erosion and Seismic Hazards Maps do not depict the project site and nearby adjacent areas as erosion or
seismic hazards.
No indications of flowing water or surface hydrology were observed onsite. No seeps, springs, or other
surface expressions of groundwater flow, were observed onsite or immediately offsite. Springs or seeps
were not observed within 1,000 feet of the site,but could exist without our notice. We would expect that
seeps and springs within 1,000 feet of the site would appear on slopes where relatively impermeable, silty
lacustrine deposits underlie sandy, gravelly glacial outwash soils similar to those onsite.
We did not observe Landslide Hazard Indicators, such as hummocky terrain, scarps, slump blocks, etc.,
on the site or nearby the site. Part of the site is mapped by the Coastal Zone Atlas and is classified I,
Intermediate. The same reference identifies slopes offsite to the south, and closer to State Route 104, as
U,Unstable.
CONCLUSIONS AND RECOMMENDATIONS
Slopes on the site are gentle to moderate and,based on our observations and research, stable. Because the
planned new addition will be built on level ground and because building loads for residential structures
such as the planned addition are relatively light, the proposed new addition should have no significant
impact upon site geology and there should be no appreciable increase in the potential, slight, landslide
hazard that the area to be developed presents.
Although the site is not considered an erosion hazard,we recommend that basic erosion control system be
implemented.This system should collect and filter all surface run off through either silt fencing or a series
of properly placed and secured straw bales. We anticipate a system of berms and drainage ditches around
construction areas will provide an adequate collection system. If silt fencing is selected as a filter, this
fencing fabric should meet the requirements of WSDOT Standard Specification 9-33.2 Table 3. In
addition, silt fencing should embed a minimum of 6 inches below existing grade. If straw baling is used
as a filter, bales should be secured to the ground so that they will not shift under the weight of retained
! . . • •
December 12, 2006 E3RA, Inc.
T06415/Cole Geologic Assessment
water. Regardless of the silt filter selected, an erosion control system requires occasional observation and
maintenance. Specifically, holes in the filter and areas where the filter has shifted above ground surface
should be replaced or repaired as soon as they are identified.
We also recommend that roof runoff from the new addition not be allowed to flow freely over the fill
slope on the south side of the modular home. Collected roof runoff should be directed to the west, away
from the fill slope, or tight lined to the south beyond the fill slope. The collected roof runoff should then
can dissipate on splash blocks or infiltrated into site soils in accordance with Jefferson County criteria.
CLOSURE
The conclusions and recommendations presented in this report are based, in part, on our interpretations
and assumptions regarding subsurface conditions; therefore, if variations in the site conditions are
observed at a later time,we may need to modify this report to reflect those changes.
We appreciate the opportunity to be of service on this project. If you have any questions regarding this
report or any aspects of the project,please feel free to contact our office.
Respectfully submitted,
E3RA, Inc.
',. `s ,.` le ti svi l
0i wash;
e9 LI
MAR - 9 2007 j u
40111
1....e ItitiP..,4"/
/)bed Ge°\
Fred Ernest Rennebaum
Fred Rennebaum,L.E.G.
Senior Geologist
P.O Box 44890
Tacoma, Washington 98444
(253)537-9400
444N,go coo JEFFERSON COUNTY
yk` ' S 1.
q� j DEPARTMENT OF COMMUNITY DEVELOPMENT
5 `C 621 Sheridan Street• Port Townsend •Washington 98368
360/379-4450• 360/379-4451 Fax
lirNo www.co.jefferson.wa.us/connmdevelopment
Master Permit Application MLA: O"7 I IS.
Proj Description(include separate sheets as necessary):
TaxArcel n - Property
c
Number: v °� 3.5 J 0
Size: w,- 4• C/,-'e (acres/square feet)
Site Address and/or Directions to Property:3/a re'A ,r_ 2 A A'A NO A c? *PG eV- 1.10 clitse "cf:f j `
Property ner(s)of Record: el-; A Of.i,'�C A/vp Z 4/f'i'/E ' Z is 4 C''o C C
Telephone(]<C1 4/3 7•. 0(y j 2 Fax:
, ,..95)\
Mailing Address: "4/\J/= 4 J /�4r �/ r email: � r� S�,Ct,
;ll� � ��',
V Applicant/Agent(if different from owner):
'
n( , Telephone: Fax: email:
7 1 j Mailing Address:
v What kind of Permit?(Check each box that applies)
❑Building
❑Variance(Minor,Major or Reasonable Economic Use)
E emolition Permit
0 Conditional Use[C(a),C(d),or C]**
Single Family °Discretionary"D"or Unnamed Use Classification
arage Attached/Detached °Special Use(Essential Public Facilities)**
u (Boundary Line Adjustment
Modular - °Short Plat**
ommercial* 0Binding Site Plan**
Q Change of Use 0 Long Plat**
El Address i Road Approach []Planned Rural Residential Development(PRRD)/Amendments*'`
Q Propane ❑Plat Vacation/Alteration**
❑Allowed"Yes"Use Consistency Analysis ❑Shoreline Master Program Exemption/Permit Revisions**
OStormwater Management OShoreline Management Substantial Development**
OSite 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
OForest Practices Act/Release of Six-Year Moratorium
*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:
DESIGNATION OF AGENT
I hereby designate to act as my agent in matters relating to this application for permit(s).
/
/�
OWNER SIGNATURE h r % Date: 7 — 0 7
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 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 and its employees,representatives or agents for the sole purpose of application
review and any required later inspections. Staffs access and right of entry will be assumed unless the applicant informs the County in writing at the
time of the ap ion or she wants r no'
Signature: .!/7-/L 42ti Date: 3 /7
` v 7
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 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 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 ounty development code.The Applicant acknowledges that he,she or it holds individual
and non-tran le r ibility fora4dher pgib and plying with the ESA. The Applicant has read this diKlaimer nd signs and dates it below.
Signature: / fZ[� _ Date: 4-1 — 0 7
D:\PermitCenter\FORMS\DAD FORMS\Master Permit Application 12-30-05-2.doc
• 411
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 as u n e responsibili pf the eneral Contractor for the proposed project.
f Signature:/.. , /1-1 �, (i4 ' - Date: 3 -7 .. 0/ 7
GENERAL CONTRACTOR OR G M UFACTURED HOME INSTALLER: PHONE: FAX:
O Z/)eA/ �E's7 /7A/t/6/F , /IQ 141.kJ- (104 1 T /-G cr y 7 ( )
MAILING ADDRESS: EMAIL:
CONTRACTORS LICENSE WAINS 0 A, 117 J / D/r�
NUMBER: NUMBER
ARCHITECT/ENGINEER: PHONE ( ) FAX:( )
MAILING ADDRESS: A,coA,t/y (% /i EMAIL
Project Type: Fria Type: Bathrooms: ,, Shoreline: Type of Sewage Disposal:
❑ New Fli Wood Existing: oC ❑Sewer
Addition 0 Steel Proposed: c? Bank ❑S,ammunity System
❑ Alteration/Remodel 0 Concrete Total: �; Height: Individual System
❑ Repair El Masonry SEP Permit# S6 P
❑ Demolition ❑ Other: Bedrooms: Water Supply:
Existing: Setback: ❑private well 0 Two Party
Tie of Heat: lic
�- Proposed:Total: 3 Nam bo S stem: P.110`//�
If this is a Commercial Project you must answer the following:
Number of Parking Spaces: Current: Proposed: r Number of ADA Parking Spaces:
Number of occupants(includes owners,tenants,employees,etc) Current p 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:
0 Underground Tank 0 Above ground Tank Size of Propane Tank:
°Heat Stove 0 Cook Stove ❑Woodstove ❑Fireplace Insert 0 Hot Water Tank 0 Pellet Stove p 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 v U EH Bld App Review: q L C1
2"0 Floor Heated A//A N/ Consistency Review: 1 ,,1 t..'
Other Heated J�' Base fee: 1 7
Mezzanine N/A /V/A Additional Section: __-_
Heated Basement A A N/ Plan Check fee: I (�� 4 --� I
Unheated Basemen t v✓ / 1/4 State Surcharge fee: C
Other Unheated Pot Water Review fee: __
O^arage/Carport• SUBTOTAL 3,D,, (p
Decks /A, v j4 �i.9 1 \� ' 911/Rd Approach fee:
Otlor .����� °��'� J C 77 TOTAL: $ ' „'
-kJ ,, Receipt Number: /5-C1 '�0
Cash/Check Number: s35�
( ESTIMATED COS EQUIRED) Date: p
0--�i- itrnarket val�.e'ofall labor and materials foundation to finish
If �,}00 — Initials:
Initials:
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