HomeMy WebLinkAboutBLD2012-00257 - 01 PERMIT APPLICATION•
tILDING PERMIT APPLICATON Review 00184
Review Type: I
Jefferson County Department of Community Development
621 Sheridan Street Port Townsend, WA 98368
PERMIT#: BLD12-00257 Received Date: 8/21/2012
SITE ADDRESS: 444 E MOORE ST
PORT HADLOCK, 98339
OWNER: RICHARD L SCHMIDT PHONE: 360-301-6898
REISAM SCHMIDT
111 CURTIS ST
PORT HADLOCK WA 98339-9564 IRONDALE #1
SUBDIVISION: Block: 32 Lot: 9-13
PARCEL NUMBER: 961803205 Section: 35 Township: 30 N Range: 01 W
CONTRACTOR: OWNER/BUILDER PHONE:
REPRESENTATIVE: PHONE:
PROJECT DESCRIPTIOI M/H
TYPE OF WORK MOB SQUARE FOOTAGE:
TYPE OF IMP NEW MAIN: 1,848
VALUATION
CODE EDITION: 2009 ADD'L: HEAT TYPE: EEE
OCCUPANCY: HEAT BASE: HEAT TYPE:
OCCUPANCY: UNHEATED: #OF STORIES:
OTHER:
CONST TYPE: GARAGE: SHORELINE:
CONST TYPE: DECK: SETBACK:
BANK HEIGHT:
SEWAGE DISPOSAL: ALT
WATER SYSTEM: 05783
BEDROOMS: BATHROOMS:
Exist: 0 Exist: 0
Prop: 2 Prop: 2
Total: 2 TotaL - 2- —�
Routing Date:
—
Type Amount Paid By: Date: Receipt: Approved/Date red/Date
APPROVED
Manufactured Homes $222.00 LYK 08/21/12 135124
Potable Water Application $64.00 LYK 08/21/12 135124
Total: $286.00 SEP2 T 2012
Jefferson County Planning
& Building Department
116rlem�rlArl•4n\fnrr..c1 C RI f1 inn 131r1 rni R/9119M9
ON CQ • •
��w JEFFERSON COUNTY
` DEPARTMENT OF COMMUNITY DEVELOPMENT
r - '" 621 Sheridan Street • Port Townsend • Washington 98368
360/379-4450 • 360/379-4451 Fax
�, c5 www.co.jefferson.wa.us/commdevelopment
Master Permit Application MLA: `q' tp q
Projecj Description(include separa sheet as necessa ):
5e- l,v-p �lav�u. e � , ,
Tax Parcel Number: �C 44.5 �� ab Property Size:i VcR7,5-00 (acres/square feet)
Site Address and/or Directions to Property:
�C/ 845i- ire ,9 W)i-i-
41-Otce ,iip9,- 9 g35 9
Property Owner(s of Record: ∎ 5 e4'-/)1/ /��!��
Telephone: 3� 0 01' • i i7C Fax: CL email: I yUIIL�� �a A�
Mailing Address: ��� PO ♦T ' N_/ VMS
V
Applicant/Agent(if different from owner): / G.
Telephone: Fax: email: Ii/Q ,
Mailing Address: i.
What kind of Permit?(Check each box that applies ❑Lot or Road Segregation
❑Building ❑ Critical Areas Ste
❑ Demolition Permit ❑Variance(Minor, -'• •1'1r.�� . . a� • . •• a Ya
❑ Single Family ❑ Garage Attached.!Detached ❑Conditional Use[ (.:) •••' .�4 .- 1 V E
' Manufactured Home .❑ Modular - - ❑Discretionary"D" r named Use Classi Ica •
❑ Commercial* 0 Special Use(Ess ntla f ll'ublic Facilities)**
❑ Change of Use ❑Boundary Line A ji.isunent AUG 2 1 2012
❑ Address ❑ Road Approach ❑Short Plat** I LI U
❑ Home Business ❑ Cottage Industry ❑Binding Site Plan L-
❑ Propane ❑Long Plat** j JEFFERSON c
❑Sign - ❑ Planned Rural Res'._, l'.IQp el9m RD Amen. ents**
❑Allowed"Yes"Use Consistency Analysis ❑Plat Vacation/Alteration** PM Ni
❑ Stormwater Management ❑Shoreline Master Program Exemption/Permit Revisions'
❑ Site Plan Approval Advance Determination(SPAAD)* 0 Shoreline Management Substantial Development•"
❑Temporary Use ❑Shoreline Management Variance
❑Wireless Telecommunication* ❑Comprehensive Plan/UDC/Land Use District Map Amendment
❑ Forest Practices Act/Release of Six-Year Moratorium ❑Jefferson County Shoreline Master Program Amendment
*May require a Pre—Application Conference ❑Tree Vegetation Request
**Requires a Pre-Application Conference
Ple sse jdenti y any other local,state or federal permits required for this roposal, if o n:
DESIGNATION OF AGENT
I hereby designate - •• ,�/�� •to act as my agent in matters relating o this application for permit(s).
OWNER SIGNATURE .�� ■' 124.._, ��!be/!LL/(% Date: o� (�2'�
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 its knowledge. Any material falsehood or any omission of a material fact made by the owner/agent with respect to this application packet
may result in this permit being null and void.
I further agree to save,indemnify and hold harmless Jefferson County against all liabilities,judgments,court costs,reasonable attorney's fees and
expenses which may in any way accrue against Jefferson County as a result of or in consequence of the granting of this permit.
I further agree to • - '•e access and rig of entry to Jefferson County and its employees,representatives or agents for the sole purpose of application
review and a requi -d later inspectio r S aff's access .nd right of entry will be assumed unless the applicant informs the ounty in writing at the
time of the a •li . '•n th5t he or she• ; l or notice. / r �/
Signature: *A , Al.. 1 L. /a Date: !1
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 be ed will not violate.,the ESA. Any individual,group or agency can file a lawsuit on behalf of an endangered species regarding your
action(s)ev n if yo are in complia wit fie Jefferso unty development code.The Applicant acknowledges that he,sh or it holds individual
and non-tra fer ansibility f f atl gg tg a plying with the ESA. The Applicant has read this disli e 7d 7 ap 1 dates it below.
Signature: � C ,�/rfd� Date: U �l
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BUILDING PERMIT
EXPIRATION NOTICE
Jefferson County Department of Community Development
621 Sheridan Street, Port Townsend, WA 98368
(360)379-4450 FAX (360)379-4451
March 14, 2014
RICHARD L SCHMIDT
REISA M SCHMIDT
111 CURTIS ST
PORT HADLOCK WA 98339-9564
RE: SUBJECT: FAILURE TO SCHEDULE AN INSPECTION
SITE ADDRESS: 444 E MOORE ST
PERMIT#: BLD12-00257 PARCEL: 961803205
LEGAL DESCRIPTION: IRONDALE #1 BLOCK: 32 LOT: 9-13
PROJECT DESCRIPTION: M/H
DEAR RICHARD SCHMIDT
The Community Development Office sent you an Inspection Reminder Notice indicating the need to renew
your permit. To date, a final inspection has not been successfully passed.
A Certificate of Occupancy/Final approval must be received before occupancy or use of the structure.
To keep your Building Permit Active, you must pay a $228. renewal fee. This will keep your permit active
for one year after the date of expiration.
If no renewal fee is received by expiration date, no inspections can be performed untill fee is paid.
A Final Occupancy will not be approved until the septic system permit is finaled by
the Environmental Health Department.
Please contact me at 379-4450 between 9:00 a.m. and 12:00 p.m. Monday through Friday to discuss any
required corrections or to answer any questions.
If we do not hear from you within thirty (30) days from the date of this notice, we will proceed with
cancelling your building permit. If the structure is installed we will place a notice to title and to receive a
final you will need to apply for a new permit, pay new fees, and comply with current building codes.
Sincerely,
Permit Technician
C: file
\\tidemark\data\forms\F_BLD_FailSchedlnsp.rpt 3/14/2014
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JACK WVESTERMAN III • Jefferson Conn•ourthonse
ASSESSOR PO Iles 1220, Port Townsend, WA 98368
(360) 385-9105
MOBILE HOME INFORMATION FORM
OWNER'S�NAME/MAILING PPADDRESS:
NAME: I`l l�, 4 1\ / Sig . �C�m L a
ADDRESS: t ` Wall 53 �s T. /2:r OkJ WA 9 0 33
PRONE NO. .?&D ' 3p/ ' 6,R9b
The purpose of this questionnaire is to obtain information regarding either the
current location of a mobile home or the previous ownership and location of a mobile
home. This will help our office determine whether the mobile home is already on the
tax rolls in Jefferson County or if it has been moved to this county from another area.
1)MOBILE HOME DATA: C IE El V I
`j�f J
(A) MAKE t 1`�✓1 (B) Mt IL AUG 2 1 2012 3 (C) YEAR 19 760 i
(D) LENGTH 0 (0 (E)WIDTH 1" •-i`■ ill"' • ' Tu` 1 117 I.
DEPT.OF COM UN 1OY R'JELOPMENT 7 O i � I
(G) YOUR PURCHASE PRICE (Do not indnde sa—ies ax) ( inn t ASE DATE f
2) PREVIOUS OWNER/LOCATION OF MOBILE HOME: (IF NEW' MOVE TO QUESTION 3)
'
(A) FROM WHOM DID YOU PURCHASE MOBILE a eN "` 6 IsEt. 1 4 %[P €
ADDRESS 7656 / LA6-L2, gt31W1LA-0, 93
(B) WAS MOBILE HOME ASSESSED IN JEFFERSON CO�UN Y LAST YEAR. Yes No
If Yes, Previous address of mobile.7195c FL#& LE K PI) i ')4b
If No, What County was Mobile assessed in last year. 1/1
3)WHERE MOBILE HOME IS TO BE LOCATED:
(A) WILL THE MOBILE HOME BE IN MOBILE HOME PARK? Yes No
(B)IF LOCATED IN MOBILE HOME PARK: ^^ C
NAME do ADDRESS OF PARK n V� Lot/Space #il t
(C) IF NOT LOCATED IN MOBILE HOME K: 0PE� c
NAME OF LAND OWNER: �) L44
LOCATION ADDRESS 14 E 1110ogE ST NANitJ - , 04
REAL PROPERTY PARCEL #/DESCRIPTION 4 �y-`--3 ^_ 5
i
WASiga I re of applicant
THANK YOU FOR YOUR HELP!
Lauralee Kiesel, Property Technician
Date /O -/O1 time received/23Y am 1 i r Mon. Tues. Wed: Thur - Fri.
BLD: .0 — ,R 5 Date: /40 ^l I
OWNER: r1 Contact Nantes o p
ADDRESS: f -7 G i146044_O. -& Contact Number:360 43Q/ Gn 9O 4
Notes: . - 206
Foundation Plumbing - Framing Propane Tank 'Mechanical
Setbacks _ Under-ground Framing Underground Furnace
Footing __ Rough In Air seal Above ground Gas _
_
Stemwall _ Hydronic Exterior shear _ Exterior lines Oil
Straps Interior shear Interior lines _ Ducts q
Post Hole Ventilation . _ Appliance _
Underfloor Gas/wood stove
Man-Homes -
Setbacks ' Insulation. `i-,t
Final Inspection
Foundation s}
Block&Tie floor _wall ceiling Address Posted
i
Y‘ r
ti
MIIL
1,--~_
a r. ._
Y
Date / me received , V'L
--/ am i 0 Tues. Wed_ Thur. - Fri
BLD: / ) c ,2-,Sc. /?/ Date: ( d'
OWNER: /SSG 4. (V / 1 Contact Name: '^ �
ADDRESS: f ( 47 L �LA4"'-e S T Contact Number:360 -?t✓/ ' ..52:M.:. T
206 V fi
.
Notes: - w
Foundation Plumbing - Framing Propane Tank Mechanical
Setbacks Under-ground Framing Underground _ Furnace _
Footing Rough in Air seal Above ground Gas _,_,
Stemwall __ Hydronic Exterior shear _ Exterior lines _ Oil
Straps Interior shear Interior lines _ Ducts T— -
Post Hole Ventilation , Appliance
Underfloor - _ Gas/wood stove__.
Man•lionies
Setbacks Insulation - Final Inspection____
Foundation'_� . i
Block&Tie floor _wall ceiling Address Post `d
4
r
y__
• . •
1
I
i II
house 1
I1
Roof —
1.. 1 1
serves up to - I i
700 sf.Of roof
fl —:.I 1: i
-re*: temp:,
IP .=
b
II
lock �� �:: am
. i� I
,. :. of Downspout extension !!
NTS
Splash IF
E1
triiiiilloill'I'41-4 b.. 1:
ij
, I.
Figure 3.7 Typical Downspout Splashblock Dispersion 1
I '
!
I; :
I,
I
1
3-16 Volume ill–Hydrologic Analysis and Flow Control BMPs ebruary 2005
•
Design Criteria for Splashbtacks
A typical downspout splashblock is shown in Figure 3.7. In
ground is sloped away from the foundation and general,if the
vegetation and area for effective there is adequate
. disperse storm moil If the dispersion,splashblocks will adequately
a ground is fairly level,lithe structure includes
downspout
t,or if foundation drains are proposed,splashblocks with
is m a tensions may be a better choice because the discharge point
away from the foundation. Downspout extensions can include
piping to a splashblock/discharge point a considerable distance from the
downspout, as long as the runoff can travel through a well-vegetated area
as descni below.
The following apply to the use of splashblocks:
1. A vegetated flowpath of at least 50 feet should be maintained between
the dischargo point and any property lino,
structure, steep slope,stream,wetland,lake, or other' l g surface. Sensitive area
a buffers may count toward flowpath lengths. I I
2. A maximum of 700 square feet of roof area may drain to each
. 'splashblock.
3. A splashblock or aped ofcrushed rock(2 feet wide by 3 feet long by 6
inches deep)should be placed at each do Y
downspout discharge point.
4. No erosion or flooding of downstream properties may result
5. Runoff discharged towards landslide hazard areas must be evaluated
by a professional engineer with geotechnical expertise or a qualified
geologist: Splashblocks may not be placed on or above slopes
than 20%or above erosion hazard greater
areas without evaluation by a
professional engineer with geotechnical expertise or a licensed
geologist,hydrogeologist, or engineering geologist, and jurisdiction
approval.
6. For sites with septic systems,the discharge point must be downslope
of the primary and reserve drainfield areas. This requirement may be
waived if site topography clearly prohibits flows from intersecting the
Pob'raphy clean
drainfield or where site conditions (soil g
( permeability, distance between
systems, etc)indicate that this is unnecessary.
February 005
rY Volume!I!—Hydrologic Analysis and Flow Control BMus 3-15
• •
• 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 spans(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
permanently stabilized.
Ddveway shall meet the
requirements of the
permhtlrq aaencY
II is recommended that
the entrance be
crowned so that noon
aPd drakes()tithe pad
-'•� a ,
Instal driveway culvert
II there lsaroadside (r
deck present
4-9'quarry spalls _
;,
Geoleztile '-
M•
17 min.thftlmeta r‘.J
Provide WI width of
,>
Ine area
Figure 4.2—Stabilized Construction Entrance
February 2005 Volume I!—Construction Stormwater Pollution Prevention 9-9
•
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 D3786-80a) 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 Il— Construction Stormwater Pollution Prevention February 2005
MANUFA•URED/MOBILE HOME INSTA!LATION PERMIT
Jefferson County Department of Community Development
621 Sheridan Street, Port Townsend, WA 98368
(360)379-4450 FAX (360)379-4451
PERMIT#: BLD12-00257 Received Date: 8/21/2012
SITE ADDRESS: 444 E MOORE ST Issue Date: 9/27/2012
PORT HADLOCK, 98339
APPLICANT: RICHARD L SCHMIDT
REISA M SCHMIDT
111 CURTIS ST
PORT HADLOCK WA 98339-9564
SUBDIVISION: IRONDALE#1 Block: 32 Lot: 9-13
PARCEL#: 961803205 Section: 35 Township: 30 N Range: 01 W
CONTRACTOR/ OWNER/BUILDER PHONE:
DEALER
PROJECT DESCRIPTION: M/H
MAKE: BENDIX YEAR: 1976 SIZE: 66X28
Directions
To Site:
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.
Office Hours 9:00 -4:30 MONDAY-THURSDAY
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 a Minimum setback from East Moore Street right-of-way shall be 20 feet.
/0- r Z Minimum side and rear yard setbacks shall be 5 feet.
Erosion Control SEE CONDITION 2
MH Foundation /O-I_/2
Blocking&Tie Down /e.7_1( Z EL7�
Skirting&Ventilation
Gas Line: Exterior
Propane Tank
-
Pressure Test
Drywell/Alt Drainage SEE CONDITION 1 FOR SPLASHBLOCKS
Address Posted
FINAL INSPECTION
FINAL INSPECTION MUST BE APPROVED PRIOR TO BUILDING BEING OCCUPIED
THIS PERMIT IS VALID FOR ONE YEAR
SPECIAL CONDITIONS APPLY-SEE REVERSE
• •
SPECIAL CONDITIONS CASE # BLD12-00257
1.) DESIGN CRITERIA FOR SPLASHBLOCKS:
A VEGETATED FLOWPATH OF AT LEAST 50 FEET SHOULD BE MAINTAINED
BETWEEN THE DISCHARGE POINT AND ANY PROPERTY LINE, STRUCTURE,
STEEP SLOPE, STREAM, WETLAND, LAKE, OR OTHER IMPERVIOUS SURFACE.
SENSITIVE AREA BUFFERS MAY COUNT TOWARD FLOWPATH LENGTHS.
A MAXIMUM OF 700 SQUARE FEET OF ROOF AREA MAY DRAIN TO EACH
SPLASH BLOCK.
A SPLASHBLOCK OR A PAD OF CRUSHED ROCK(2 FEET WIDE BY 3 FEET LONG
BY 6 INCHES DEEP) SHOULD BE PLACED AT EACH DOWNSPOUT DISCHARGE
POINT.
NO EROSION OR FLOODING OF DOWNSTREAM PROPERTIES MAY RESULT.
FOR SITES WITH SEPTIC SYSTEMS, THE DISCHARGE POINT MUST BE
DOWNSLOPE OF THE PRIMARYAND RESERVE DRAINFILED AREAS.
2.) CONSTRUCTION ENTRANCES SHALL BE STABILIZED WHEREVER TRAFFIC WILL
BE LEAVING A CONSTRUCTION SITE AND TRAVELING ON PAVED ROADS OR
OTHER PAVED AREAS WITHIN 1,000 FEET OF THE SITE.
THE ENTRANCE SHALL BE CONSTRUCTED ON A FIRM COMPACTED SUBGRADE.
QUARRY SPALLS (OR HOG FUEL) SHALL BE ADDED IF THE PAD IS NO LONGER IN
ACCORDANCE WITH THE SPECIFICATIONS. (BMP C105, 2005 DOE STORMWATER
MANUAL).
ANY SEDIMENT THAT IS TRACKED ONTO PAVEMENT SHALL BE REMOVED BY
SHOVELING OR STREET SWEEPING. THE SEDIMENT COLLECTED BY SWEEPING
SHALL BE REMOVED OR STABILIZED ON STIE.
ANY QUARRY SPALLS THAT ARE LOOSENED FROM THE PAD, WHICH END UP ON
THE ROADWAY SHALL BE REMOVED IMMEDIATELY.
UPON PROJECT COMPLETION AND SITE STABILIZATION, ALL CONSTRUCTION
ACCESSES INTENDED AS PERMANENT ACCESS FOR MAINTENANCE SHALL BE
PERMANENTLY STABILIZED.
3.) The road approach permit(RAP012-00022) must be inspected and finaled by the
Jefferson County Department of Public Works prior to the final inspection/certificate of
occupancy of this residence. Contact Terry Duff, Department of Public Works at
360-385-9159 for the final road approach inspection.
4.) SEPTIC SYSTEM COMPONENT SETBACKS TO STORMWATER MANAGEMENT
FACILITIES-
Any stormwater component: dry well, infiltration trench/pond, foundation drains, or any
other source of water that is upgradient(above) or on the same contour MUST be setback
a minimum of 10' from any septic system dispersal area (drainfield) and 5' from any septic
tanks.
Any stormwater component: dry well, infiltration trench/pond, foundation drains, or any
other source of water that is downgradient or lower MUST be setback a minimum of 30'
from any septic system dispersal area (drainfield) and 5' from any septic tanks.
Surface drainage, roof run-off, splash blocks, etc. must be directed away from ALL septic
components.
5.) 10' minimum separation required between the water line and any onsite sewage system
components including sewage transport lines.
6.) The application was revieweccthe Jefferson County Department of Comity
Development staff on September 12, 2012for 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:
unstable shoreline slope stability; coastal SIPZ.
7.) 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.
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 coastal SIPZ (seawater intrusion protection zone) according
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.) 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.
11.) The property owner shall comply with Water Conservation Measures (per list maintained
by the UDC Administrator).
12.) The applicant is proposing to create or add 1900 square feet of impervious surface and
1848 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.
13.) The project shall adhere to the Best Management Practices(BMPs)to control stormwater,
erosion and sediment during construction. BMPs shall address permanent measures to
stabilize soil exposed during construction, and in the design and operation of stormwater
and drainage control systems.
14.) 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).
15.) The site plan as submitted with the building permit application on August 21, 2012 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 September 27, 2012 shall be
resubmitted for review and approval by Jefferson County Department of Community
Development.
16.) This approval is for a manufacture home 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.
17.) The parcel has been designated as RR 1:5 under the Jefferson County Comprehensive
Land Use Map effective August 28, 1998.
18.) A Restrictive Covenant for Irondale/Hadlock Sanitary Sewer System No Protest
Agreement was recorded on September 27, 2012 under AFN 570226 with the Jefferson
County Auditor.
19.) A Declaration of Restrictive Cant has been recorded on June 14, 200•er AFN
533980 for the purpose of consolidating the lots to meet minimum land area requirements
for on-site septic ad to allow zero lot line setbacks. The Covenant is strictly for building
and septic purposes only.
20.) Outdoor residential storage shall be maintained in an orderly manner and shall create no
fire, safety, health or sanitary hazard.
21.) Not more than 2 unlicensed vehicles shall be stored on any lot unless totally screened
from view of neighboring dwellings and rights-of-way. Such screening shall meet all
applicable performance and development standards specific to the district in which the
storage is kept, and shall be in keeping with the character of the area. Screening shall
meet the requirements of Chapter 18.30 JCC. Outdoor storage of 3 or more junk motor
vehicles is prohibited except in those districts where specified as an automobile wrecking
yard or junk(or salvage) yard and allowed as a permitted use in Table 3-1 or Chapter
18.18 JCC, and such storage shall meet the requirements of JCC 18.20.100, Automobile
wrecking yards and junk (or salvage)yards. In no case, shall any such junk motor
vehicles be stored in a critical area.
22.) A minimum of two (2) on-site parking spaces shall be provided for the single family
residence.
23.) This parcel is within the Chimacum Creek no shooting area per JCC 8.50.
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.) 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.
26.) Minimum setback from East Moore Street right-of-way shall be 20 feet. Minimum side
and rear yard setbacks shall be 5 feet.
27.) The building height is not to exceed 35 feet.
28.) Maximum lot coverage is not to exceed 25%. Lot coverage is defined as amount of
impervious surface which includes roof tops, driveways, concrete, etc.
29.) An address of 444 East Moore Street, Port Hadlock has been assigned to the parcel.
East Morre Street is a county local access (C677709).
30.) The parcel is served by the Quimper public water system.
31.) A septic permit SEP06-00049 was approved on July 7, 2008. A road approach permit
(RAP12-22)was approved on September 11, 2012.
32.) The parcel was created through the Irondale#1 Subdivision on June 3, 1909 underAFN
27961.
33.) NOTICE: This permit does nilicuse the proponent from complying with 4111L local,
state, and federal ordinances, regulations, or statutes applicable to the proposed
development, but consistent with RCW 90.58.
Development pursuant to this permit shall be undertaken subject to the applicable policies
and performance standards of the Jefferson County Shoreline Management Master
Program and the Jefferson County Unified Development Code.
If during excavation or development of the site an area of potential archaeological
significance is uncovered, all activity in the immediate area shall be halted, and the
Administrator shall be notified at once.
The Federal Endangered Species Act rules to protect threatened Chinook and
Summer-run Chum salmon became effective on January 8, 2001. Bull trout have been
listed as threatened since early 2000. Under the ESA, any person may bring lawsuit
against any individual or agency that"takes" listed species(defined as causing harm,
harassing, or damaging habitat for the listed species). In addition, the National Marine
Fisheries Service can levy penalties. All areas in Jefferson County are included as"critical
habitat"for a listed species. Development of property along any marine shoreline,
freshwater shoreline, or floodplains could harm habitat if protective measures are not
taken. To minimize the potential to damage habitat, all property owners developing
adjacent to marine shoreline, freshwater shoreline, or floodplains are advised to do the
following:
-All development activities should avoid unstable slopes, wetlands, and forested areas
near surface waters
- Remove minimal vegetation for site development, especially large trees
-Allow trees that have fallen into surface waters to remain there
- Infiltrate stormwater from buildings and driveways onsite through drywells rather than
discharging directly into surface waters or roadside ditches
The Federal Bald and Golden Eagle Protection Act requires landowners within 660 feet
(1/8th of a mile) of an eagle nest to consult with the US Fish and Wildlife Service. This
Eagle Act prohibits anyone from "taking" bald eagles. This federal law defines the term
"take"and describes the possible legal consequences when a"take"occurs. Among
other actions, "take" includes a disturbance of bald eagles or their habitat. Under federal
law a permit may still be required for activities that impact bald eagles or their habitat.
Contact the US Fish and Wildlife Service(http://www.fws.gov/pacific/eagle/)to learn more
about how this law affects your project.
Any individual, group, or agency can bring suit for a listed species"taking", even if you are
in compliance with Jefferson County development codes. The risk of a lawsuit against
you can be reduced by consulting with a professional fisheries habitat biologist, and
following the recommendations for site development provided by the biologist. For more
information, contact the National Marine Fisheries Service in Seattle, or the U.S. Fish and
Wildlife Service.
11tidemark\data\forms\F_BLD_Permit_Mobile.rpt 9/27/2012