HomeMy WebLinkAboutBLD2007-00077 PERMIT APPLICATIN MRL viewTy 091
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Jefferson County Department of Community Development
621 Sheridan Street Port Townsend, WA 98368
PERMIT #: BLD07-00077 Received Date: 2/27/2007
SITE ADDRESS: 50 MONTGOMERY CT
PORT LUDLOW, 98365
OWNER: MARK R HINKIE PHONE: (641) 230-0346
LINDA K HINKIE
2643 BOS CONDEN DR
PELLA IA 50219 PORT LUDLOW#5
SUBDIVISION: Block: Lot: 16
PARCEL NUMBER: 990900016 Section: 9 Township: 28 N Range: 01 E
CONTRACTOR: OLYMPIC RIDGE INC PHONE: 360-302-0156
15940 LINDSEY LANE
POULSBO WA 98370
Contractor's License OLYMPRI986NA Expires 8/7/2008
REPRESENTATIVE: OLYMPIC RIDGE INC PHONE: (360) 302-0156
JOE KLINKER
15940 LINDSEY LN
PROJECT DESCRIPTION NEW SFR W/ATTACHED GARAGE
ALSO U/G 500 GAL PROPANE TANK
TYPE OF WORK RES SQUARE FOOTAGE:
TYPE OF IMP NEW MAIN: 2,644
VALUATION 700,000.00 ADD'L: HEAT TYPE: PRO
CODE EDITION: 2003 HEAT BASE: 1,389 HEAT TYPE:
OCCUPANCY: R-3 UNHEATED: 200 # OF STORIES:
OCCUPANCY:
CONST TYPE: 5N OTHER: SHORELINE:
CONST TYPE: GARAGE: 652 SETBACK: 50
DECK: 165 BANK HEIGHT: 65
SEWAGE DISPOSAL: SEW
WATER SYSTEM: LUDLOW
BEDROOMS: BATHROOMS:
Exist: Exist:
Prop: 3 Prop: 3
Total: 3 Total: 3
Routing Date:
ala$1(r1C
Type Amount Paid Bv: Date: Receipt: Approved/Date
Permit $3,183.75 KAS 02/27/07 89453 APPROVED
Plan Check $2,069.44 KAS 02/27/07 89453
State Building Code $4.50 KAS 02/27/07 89453 MAY ;1,,-,).2007
Potable Water Application $58.00 KAS 02/27/07 89453
Jefferson County Planning
Total: $5,315.69 &Building Department
Jefferson County Building Dsion Permit Nurr�'ar: BLD07-00077
Applicant: HINKIE
BUILDING PERMIT INSPECTION APPROVALS applicable Code: 2003 International Building Codes
To schedule inspections, call (360)379-4455 no later than 7:00 AM the day of the inspection.
Requests received after 7:00 AM will not be scheduled for that day's inspections.
ELECTRICAL PERMITS are issued by the Washington State Department of Labor& Industries.
The electrical permit must be signed off by the State Inspector prior to the County's Framing Inspection
Inspection Item Date Approval Signature Notes
Setbacks
Erosion Control //AGM071 SILT .. at..)l /arcr��DH.�EQkJ�/ �1
Si cr FENc6 /pus?a 11x6 Wit A7
Foundation Footing Afr 0//07 OK
G/F rg-e kirrALLED 0//a7,
Footing Drains 7A,/07 A,
or
Foundation Stem Wall /�✓Z//�
Underground Plumbing /J/A
Straps(hold downs) 4/2/4 A/ or._Ext. Shear Wall Nailing a/L3,, 7 / GyK
Rough-in Plumbing 3�/2.1OB
OK i- SNowEa, 1:1 MC- 41:.2..168
Framing �1"�� dK 3/��� 8�� .� ✓�t-9 4-r-l0 RUssES pitQR�uc Q INS
Blocking �/
3/0/OB 0" pg
Airseal
3i"/°6 A- 04
Insulation.Walls 3/i9/o8 PA
Insulation: Floors V/7//00 1/
Insulation: Ceiling 121013
ilil uerED e_EiyuZ ek 3/P/6f h'
Int. Shear Wall Nailing
Wallboard Nailing 3/28/0$ n 1 , DK
Gas Line: Interior 3//2,00 b4-
Gas Line: Exterior 3//$/09 bR
Propane Tank //g/,,$ Al- dK
Heat/Chimney Clearance 3/_/ 6 jilt
�` D
Drywell/Alt Drainage �
l of ob --7-4 itri_wer 04 -06/47A1
Address PosteditSZIrr
FINAL INSPECTION q//7kg `,/ a Cr gNct.4
FINAL INSPECTION MUST BE APPROVED PRIOR TO BUILDING BEING OCCUPIED
THIS PERMIT IS VALID FOR ONE YEAR
• •
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 #: BLD07-00077
SITE ADDRESS: 50 MONTGOMERY CT Issue Date: 05/22/2007
PORT LUDLOW, 98365 Final Date: 9/19/2008
APPLICANT: MARK R HINKIE PHONE: (641) 230-0346
LINDA K HINKIE
2643 BOS CONDEN DR
PELLA IA 50219
SUBDIVISION: PORT LUDLOW#5 Block: Lot: 16
PARCEL NUMBER: 990900016 Section: 9 Township: 28 N Range: 01 E
PROJECT DESCRIPTION: NEW SFR W/ATTACHED GARAGE
ALSO U/G 500 GAL PROPANE TANK
THE PROJECT LISTED ABOVE COMPLIES WITH THE REQUIREMENT OF THE BUILDING CODE 2003
EDITION.
OCCUPANCY GROUP: R-3
TYPE OF CONSTRUCTION: 5N
SPRINKLER SYSTEM yes nol
THE PROJECT PASSED ITS FINAL INSPECTION AND RECEIVED FINAL SIGN OFF ON 9/19/2008
I:\F_BLD_Occupancy.rpt 10/29/19
• •
oN Cow JEFFERSON COUNTY
DEPARTMENT OF COMMUNITY DEVELOPMENT
7 621 Sheridan Street• Port Townsend•Washington 98368
360/379-4450. 360/379-4451 Fax
q www.coJefferson.wa.us/commdevetopment
Master Permit Application MLA: O'7_q l
Project Description(Include separate sheets as necessary):
/V Yfe_..2 'ts 7DYJ1,P .
Tax Parcel Property
Number. SCA 0 C( (o Size:i (� 4--f r `�(.4 C jj, (acres/square feet)
Site Address and/or Directions to Property: _ /2? 1+ .I. 'Glfi
Property Owner(s)of Record: /77�,L lei-- (ter /Y X 1� N�t1,�C1
Telephone: 6 4//- .?30— C?3 Si 4 Fax: "-ci --- email: '-0—
Mailing Address: 06<e — /34 l_ti`,_p��z 1,'- f4`//0_ _ rCa. SD.2ic
Appticant/A ent(if different from owner): 3'. K/,,°(c
Telephone: 60-'3(i 0/S6 Fax: 5O— %te,-,5 y Li.) email: ' N Cad
Mailing Address t:/ .
W kind of Permit?(Check each box tha applies)
Building DVariance(Minor,Major or Reasonable Economic Use)
Cj Demblfttion Permit ❑Conditional Use[C(a),C(d),or C]**
d Single Family ❑Discretionary*D"or Unnamed Use Classification
Li-Garage.Attached./Detached ❑Special Use(Essential Public Facilities)**
Q Manufactured Nome °Boundary Line Adjustment
Li Modular C1Stort Plat**
Q Commercial* °Binding Site Plan**
E change of Use OLong Plat**
CCU"" ddress I Road Approach liPlanned Rural Residential Development(PRRD)/Amendments**
Propane �Ptat Vacation/Alteration**
DAllowed`Yes"Use Consistency Analysis ,Sftorebne Master Program Exemption/Permit Revisions**
faS tormwater Management O_Shoreline Management Substantial Development**
GS'ife Plan Approval Advance Determination(SPAAD)* ❑Shoreline Management Variance
OTemporary Use ❑Comprehensive Plan/UDC/Land Use District Map Amendment
OWireless 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 ell to act as my agent In matters relating to this application for permit(s).
OWNER SIGNATURE
Date: 2 Z 5,4 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,indomnify and hold harmless Jefferson County against all liabilities,judgments,court costs,reasonable attorneys fees and
expenses which may in any way accrue against Jefferson County as a result of o-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 inspectio s. Staff's acce and right of entry will be assumed unless the applicant Informs the County in writing at the
time of the application that he or s n p i i /
Signature: NI( Date: 2/Z 7/7
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 comptlan 'th the Jefferson County development code.The Applicant acknowledges that he,she or it holds Individual
and non-transferable responsibility d ri o plying with the ESA. The Applicant has read this disclaimer and s s and dates it below.
Signature: i14 Date: 2/2 t DA
D:\PetmitCenter\FORMS\DRD FORMS\Master Permit Application 12-30-05-2.doc
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BUILDER STATEMENT
The signer of this statement d hereby certify t they are the Owners of the parcel referenced herein,that they are not licensed contractors and that
they will be assuming the ' 'li f th neral Contractor for the proposed project. /
Signature:)"V Date: -2Z�d/7
GENEIRRAL CONTRACTOR OR M UFACTURED HoI E INSTALLER: �PHHON,E:' �y [FAX:r
( / �7
Mt7J'AILINGt/ SS: G -/tom ��.[/) `)C�ix� �l3 (> "�') U ld J�y.�
p�" EMAIL: //�, /
CONTRACTOR'S LICENSE WAINS �'� �C £� C/r�/Por-114a4' -- (U
NUMBER: /,� �,7'U.f 3/(4 NUMBER
ARCHITECT/ENGINEER: {1 _ PHONE
—U ( ) FAx:( )
MAILING ADDRESS: r_C) ._ _ EMAIL
Pro' t Type: Fr p e Type: Bathrooms: Shoreline: Type of Sewage Disposal:
New Wood Existing: ^p ❑S�eI'
Cl Addition 0 Steel Proposed: Bank p�ommunity System
❑ Alteration/Remodel 0 Concrete Total: ? Heioht: J Individual System
❑ Repair Masonry - i ''t1 SEP Permit#
❑ Demolition ❑ Other: Bedrooms: Water Supply:
Existing: ^t:3 - Setback: ❑ PJYrate well 0 Two Party
Type of Heat: Proposed: r PRPubiic
Total: 7 .SU Name of System:
-A
-
If this is a Commercial Protect you must answer the following:
Number of Parking Spaces: Current: Proposed:— Number of I�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 th' a Propane Tank and/or Appliance Installation permit,mark all items below that apply:
nderground Tank ❑Above ground Tank Size of propane Tank: SCJ(? f 1
Cheat Stove ❑Cook Stove 0 Woodstove 133Vireplace Insert Clot Water Tank 0Pellet Nove 0Other f
Is this appliance being installed in a Manufactured/Mobile Home? Yes /6)
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 H Bid App Review:
4C 2,%g81.4a -
-6a Floor Heated 1 Consistency Review: yy��
Other Heated `53•CO
Base fee: 3 1 ea.15
Mezzanine Additional Section:
'--(0— -
Heated Basement y -7 'j Plan Check fee: q
Unheated Basement 1 38' Ia`-L . D� "��
tX a 2 State Surcharge fee:
Other Unheated oQJt 1 J 1-1.50
Pot Water Review fee: n
Garage/Carport 613.6[3
_K), 1
5 o �j�
-i., I— SUBTOTAL 55 ,to
Decks 911/Rd A,ppreach : `!
/6,S" 3 56i,U �tia(9- I( �C )(ifs-- 11
Other
TOTAL: $
Receipt Number: c q(I 5
Cash/Check Number: (3
ESTIMATED'bOST(REQUIRED) ''j 6�,R �5(pate: ^�
.Fair market of or
and materialsfour tlon fn( v ii A((i j `� l
60)
D:\PcnnitCcnter\FOAMS\DRD FORMS\Master Permit Application 12-30-05-2.doc •
iEfftfi5IJ1\ ';110 Jls ICi
• •
CONDITIONS for Building Permit# :BLD07-00077
1.) The application was reviewed by the Jefferson County Department of Community
Development staff on March 27, 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:
Suburban Shoreline Designation, Level I & Ill Landslide Hazard Area, Susceptible Aquifer
Recharge Area and Coastal Seawater Intrusion Protection Zone.
2.) A Geotechnical Report prepared by Northwestern Territories Inc dated May 14, 2003 was
submitted in conjuction with the SPAAD applicarion. A Geotechnical Consultation
prepared by GeoResources LLC dated April 24, 2007 was submitted with the building
permit applictaion; an addendum addressed comments provided by Jefferson County
dated May 8, 2007 was submitted in May 15, 2007.
3.) 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.
4.) Susceptible Aquifer Recharge Areas are those with geologic and hydrologic conditions
that promote rapid infiltration of recharge waters to groundwater aquifers.
5.) 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.
6.) Buffers are areas that shall be maintained in their natural condition, however, minor
pruning or alteration of vegetation may be permitted as long as the function and character
of the buffer are not diminished.
7.) Among the native conifer species which may be used in buffers or for re-vegetation
include, but are not limited to: Grand Fir(Aibes grandis), Sitka Spruce (Picea Sitchensis),
Shore Pine (Pinus Contorta), Douglas Fir (Pseudotsuga Menziesii), Western Red Cedar
(Thuja Plicata), and Western Hemlock (Tsuga Heterophylla).
Among native tree species which may be used includes: Vine Maple (Acer Circinatum),
Big-Leaf Maple (Acer Macrophyllum), Red Alder (Alnus Rubra), Pacific Madrone (Arbutus
Menziesii), Quaking Aspen (Populus Tremula), Black Cottonwood (Populus Trichocarpa),
Bitter Cherry (Prunus Emarginata), Oregon White Oak (Quercus Garryana), Cascara
(Rhamnus Purshiana), Pacific Willow (Saliz Lasiandra), and Scouler's Willow (Saliz
Scouleriana).
Among the native shrub species which may be used are: Sevice-Berry (Amalanchier
Alnifolia), Red Osier Dogwood (Cornus Stolonifera) Salal (Gaultheria Shallon), Ocean
Spray (Holodiscus Discolor), Indian Plum (Oemlaria Cerasiformis), Pacific Ninebark
(Physocarpus Capitus), Red Flowering Currant (Ribes Sanguineum), Wild Rose (Rosa
Nutkana), Swamp Rose (Rosa Pisocarpa), Willows (Salix ssp.), Red Elderberry
(Sam bucus Racemosa), Snowberry (Symphoricarpos Albus), Evergreen Huckleberry
(Vaccinium Ovatum), Red Huckleberry (Vaccinium Parvifolium).
8.) Marine shorelines and islands are susceptible to a condition that is known as seawater
intrusion. Seawater intrusion is a condition in which the saltwater/freshwater interface in
an aquifer moves inland so that wells drilled on upland areas cannot obtain freshwater
suitable for public consumption without significant additional treatment and cost.
Maintaining a stable balance in the saltwater/freshwater interface is primarily a function of
the rate of aquifer recharge (primarily through rainfall) and the rate of groundwater
withdrawals (primarily through wells). The Washington Department of Ecology is the
agency with statutory authority to regulate groundwater withdrawal for individual wells in
Jefferson County. New development, redevelopment, and land use activities on islands
and in close proximity to marine shorelines in particular should be developed in such a
manner to maximize aquifer recharge and maintain the saltwater/freshwater balance to
the maximum extent possible by infiltrating stormwater runoff so that it recharges the
aquifer.
9.) The parcel is located within a All SIPZ (seawater intrusion protection zon•ccording
to the County GIS map. There are voluntary and mandatory measures identified in the
Jefferson County Seawater Intrusion Policy(Resolution 44-22, effective September 23,
2002) that apply to well drilling proposals and building permit applications on existing lots
of record.
A Coastal SIPZ is defined as: all islands and area within one-quarter mile of marine
shoreline, but no history of chloride concentration above 100 mg/L in groundwater sources
within 1000 feet.
10.) 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.
11.) A Geotechnical Report was submitted in conjunction with this application. The report
addressed the stability of the geologic hazard area. A setback of 50-feet shall be
measured perpendicularly from the top or toe of the geologic hazard to the proposed
(indicate type of development).
12.) 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.
13.) 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."
14.) All construction activities shall not encroach upon the buffer. This includes the storage or
preparation of materials.
15.) 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.
16.) 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.
17.) 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.
18.) 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.
19.) MANDATORY MEASURES FOIOASTAL 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.
20.) 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).
21.) The site plan as submitted with the building permit application on February 27, 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 May 21, 2007 shall be resubmitted for
review and approval by Jefferson County Department of Community Development.
22.) This approval is for a single family residence with attached garage 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.
23.) 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.
24.) The applicant is proposing to create or add 5500 square feet of impervious surface and
4500 square feet of land disturbing activities. JCC 18.30.060 and 18.30.070 require the
project applicant submit a stormwater plan meeting Minimum Requirements#1 through #5
of the Department of Ecology Stormwater Management Manual for Western Washington.
The stormwater plan shall address measures to control stormwater, erosion and sediment
during construction and shall address permanent measures to stabilize soil exposed
during construction, and in the design and operation of stormwater and drainage control
systems.
25.) A Stormwater Site Plan prepared by Maclearnsberry Engineering, P.S. 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.
26.) Outdoor residential storage shall be maintained in an orderly manner and shall create no
fire, safety, health or sanitary hazard.
27.) Not more than 2 unlicensed vehicles shall be stored on any lot unless totally screened
from view of neighboring dwellings and rights-of-way. Such screening shall meet all
applicable performance and development standards specific to the district in which the
storage is kept, and shall be in keeping with the character of the area. Screening shall
meet the requirements of Chapter 18.30 JCC. Outdoor storage of 3 or more junk motor
vehicles is prohibited except in those districts where specified as an autormobile wrecking
yard or junk (or salvage) yard and allowed as a permitted use in Table 3-1 or Chapter
18.18 JCC, and such storage shall meet the requriements of JCC 18.20.100, Automobile
wrecking yards and junk (or salvage) yards. In no case, shall any such junk motor
vehicles be stored in a critical area.
28.) 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.
29.) 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.
30.) Maximum lot coverage is not to exceed 45%. Lot coverage is defined as amount of
impervious surface which includes roof tops, driveways, concrete, etc.
31.) The building height is not to exc 35 feet.
32.) Minimum setback from the edge of Montgomery Lane right-of-way shall be 20 feet.
Minimum side yard setbacks shall be 5 feet. Minimum setback from the top edge of the
bluff to the foundation is 50 feet per geotechnical report dated May 14, 2003 prepared by
NTI, Inc.
33.) Where lighted signs are permitted, such illuminated devices shall be shaded and directed
so as not to provide glare toward any adjacent properties.
34.) The Development Review Division finds that this proposal is consistent with Shoreline
Master Program Section 3.402.5, which exempts the"construction by an owner, lessee, or
contract purchaser of a single-family residence [in shoreline jurisdiction] for the owner's or
owner's family's use..."from the substantial development permit(SDP) requirements
under certain provisions. Exemptions from the substantial development permit
requirements do not exempt a proposed development from compliance with the applicable
policies and standards of the Shoreline Master Program or other applicable Federal,
State, or local permit or license requirements.
35.) The lot has been designated as MPR SF4:1 under the Jefferson County Comprehensive
Land Use Map effective August 28, 1998.
36.) The lot was created through the Port Ludlow#5 Subdivision on August 7, 1978 under AFN
251838. The plat was amended on March 19, 1979 under AFN 256452.
37.) Montgomery Lane is a county local access (C542109). An address of 50 Montgomery
Lane, Port Ludlow has been assigned to the lot.
38.) Per letters dated December 28, 2005, Olympic Water and Sewer, Inc. will provide water
and sewer connections to the lot.
39.) The bank height varies from 55 to 65 feet. The submitted geotechnical report identifies a
setback of 50 feet from the top of bank. Consistent with JCC 18.25.410(3)(i), in order to
exceed the minimum shoreline setback, the proponent has identified that existing
residences are located north and south of the parcel and located within 300 feet of the
proposed foundation. The residence to the north has a setback of 42 feet from the top of
bank and the residence to the south has a setback of 45 feet; allowing an average
shoreline setback of 43.5 feet.
40.) A minimum of two (2) on-site parking spaces shall be provided for the single family
residence.
41.) Per MPR Code Section 3.17, Accessory dwelling units (ADU's) shall not be allowed in the
MPR-SF zone.
42.) A 50 foot minimum setback shall be established from the top edge of the bluff to the
foundation of the proposed house. The presence and location of the sewer line shall be
verified prior to construction and easements maintained.
43.) It will be necessary to maintain ground cover to reduce erosion from surface runoff. Any
bare areas that develop on the upland or on the bluff should be revegetated. Native
deep-rooted vegetation that requires little or no irrigation would be the most beneficial.
44.) Vegetation on the bluff face provides stabilization to the bluff face soils. The vegetation on
the bluff face should be left in as natural state as possible. If an enhanced view is
desired, trees should be pruned rather than topped. It may be worthwhile to consult a tree
expert to ensure that the trees are not damaged. Additionally, prior to any removal,
topping, or limbing of trees or vegetation removal within the landslide hazard area,
applicant shall also contact the Department of Community Development for such review
and an approval by the County.
45.) In order to reduce erosion caused by the spring on the lower bluff, rock could be placed in
the spring channel and the channel could be revegetated.
46.) A properly constructed trail down the face of the bluff would not significantly decrease
slope stability. The trail should be constructed such that erosion of the bluff is not
exacerbated. If a trail is desired, someone knowledgeable in this type of construction
should be consulted. Proponent shall also contact Department of Community
Development to determine if a shoreline permit is required for the trail.
47.) Heavy irrigation or other activities that would contribute large quantities of water to the soil
should be avoided.
48.) The bulkhead at the toe of the bshould be maintained and kept in good cccion.
49.) Surface runoff from hard surfaces such as roofs, driveways, walkways and patios should
be controlled and routed to the beach via tightline such that surface water discharge to
adjacent properties does not significantly exceed predevelopment conditions. Applicant
shall submit a JARPA (shoreline permit) for the tightline to the beach at time of building
permit application. Contact the Department of Community Development for appropriate
fees.
Should proponent choose to tight line stormwater down the marine bank, applicant must
demonstrate that the stormwater discharge cannot be accommodated on-site or upland by
evidence of a geotechnical report including cost estimates. Stormwater shall be collected
above the face of the bluff and directed to the water by tight line drain and provided with
an energy dissipating device at the shoreline, above OHWM.
50.) Drainage control devices should be maintained in good working order and inspected at
least once a year.
51.) The Soil Survey mentions the possibility of a shallow perched water table during the wet
season. Thus it would be beneficial to allow for wetness under the home in the building
design. One measure would be the use of footing drains.
52.) Silt fences or other sediment control devices may be needed during construction such that
sedimentation to adjacent properties does not significantly exceed predevelopment
conditions.
53.) Evidence suggests that the bluff area related to the parcel in question is subject to erosion
and mass wasting. Vigilant maintenance of the stormwater runoff tightline to the beach is
important to avoid a negative contribution to bluff instability.
54.) Stormwater runoff tightline piping can be subject to weakening through ultraviolet radiation
exposure and mechanical damage due to trees, rocks and debris. A more durable
material for the tightline will provide greater defense against the elements.
55.) The applicant/owner and all future owners are responsible for maintaining and protecting
the stormwater runoff tightline to the beach against damage due to normal wear, weather
exposure, and/or trees, rocks and debris. If and when damage occurs to the tightline that
renders it ineffective, the responsible party must execute the necessary repairs as soon
as possible and no longer than 30 days.
56.) The stormwater runoff tightline piping must be composed of durable material that is
resistant to weakening and damage due to time, weather exposure (including ultraviolet
radiation), and impacts from trees, rocks and debris. The corrugated plastic material used
for tightline construction in the past is no longer acceptable. More durable plastic or
ultraviolet radiation-resistant flexible rubber material shall be required.
57.) The stormwater runoff tightline shall be designed and placed in order to minimize visual
impacts to users of the beach and nearby waters.
58.) No fill or other material may be placed in the waters or intertidal areas of Jefferson
County.
59.) All lumber and other materials treated with preservative shall be sufficiently cured to
minimize leaching into the water or shore bed, in accordance with the Best Management
Practices approved by the Washington Department of Fish and Wildlife.
60.) Work within the jurisdiction of the Shoreline Master Program other than as described
above shall receive separate review from this Department.
61.) The discharge point of the tightline shall be above the Ordinary High Water Mark
(OHWM).
62.) The geotechnical engineer has recommended direct discharge at the toe of the slope to
preserve bluff stability. The tightline was proposed due to dispersing or infiltrating the
stormwater runoff on the upland area would adversely impact slope stability of the upper
bluff area. The removal of stormwater runoff from the site by conveyance to the roadside
ditch is not practical at this site. The roadside ditch is upslope of the subject residential
site and would require pumping of the stormwater runoff. Should the pumping system fail
during a significant rainifall event, the result may cause erosion and landslides.
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