HomeMy WebLinkAboutBLD2001-00451 • 41)
BUILDING PERMIT
Jefferson County Department of Community Development
621 Sheridan Street Port Townsend, WA 98368
(360)379-4450 FAX (360)379-4451 (800) 831-2678
PERMIT #: BLD01-00451 Received Date 08/7/2001
SITE ADDRESS: 302 RIPLEY CREEK RD Issue Date 04/19/2002
QUILCENE, 98376
APPLICANT: CHARLES E GREENERT PHONE: (360)765-4020
PO BOX 337
QUILCENE WA 98376
SUBDIVISION: Block: Lot: T 11
PARCEL NUMBER: 802353004 Section: 35 Township: 28 N Range: 02 W
CONTRACTOR: BRUCE CANNAVARO BUILDER PHONE: 360-385-7698
445 SNAGSTEAD WAY
PORT TOWNSEND WA 98368-1503
Contractor's License: BRUCECB121 NP Expires: 08/17/2002
LOAN LENDER/
BOND HOLDER:
PROJECT DESCRIPTION SINGLE FAMILY RESIDENCE
REQUIRED PECTIONS:
s ings] OJT re/7 d- CO,a �Q 5/?3/o
[ ] Foundation:
[ ] Underground Plumbing/Underground Insulation:
[ ] Shear Wall:
[tr- raining%Plumbing - co.--47 ''Ye) a L-
[ ] Propane Tank/Lines: /rv%)C
[ ] Insulation:
[ ] Sheetrock: p cP S-o -•
[ ] Septic System Final Appro al:
[ ] Zoning Final Approval:
[ ] Final/Occupancy Appr al: - .D'r
HE LT DEPARTMENT APPROVAL REQUIRED PRIOR TO FINAL INSPECTION
THIS P MIT IS VALID FOR ONE YEAR OR IT MUST BE PROPERLY RENEWED
BUILDING INSPECTION HOT-LINE 379-4455. CALL 24 HOURS IN ADVANCE TO SCHEDULE INSPECTIONS.
Office Hours 9:00 a.m. -4:30 p.m.
SPECIAL CONDITIONS APPLY-SEE REVERSE
HOT LINE AVAILABLE 24 HOURS A DAY
• S
SPECIAL CONDITIONS FOR CASE BLD01-00451
1.) The application was reviewed by the Jefferson County Department of Community
Development staff on 8/17/01 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:
Erosion Hazard, Landslide Hazard Area (low), and Susceptible Aquifer Recharge Area.
2.) 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.
3.) Susceptible Aquifer Recharge Areas are those with geologic and hydrologic conditions
that promote rapid infiltration of recharge waters to groundwater aquifers.
4.) 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 (see attached).
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.) 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.
7.) 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.
8.) 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."
9.) All construction activities shall not encroach upon the buffer. This includes the storage or
preparation of materials.
10.) 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.
11.) The identified Fish and Wildlife Habitat Area (Type 3 Stream), shall maintain a vegetative
buffer setback of 100-feet. The setback shall be measured horizontally from the Ordinary
High Water Mark(OHWM) to all development.
12.) An additional setback of five (5) feet is required from the edge of the buffer area to the
proposed (enter proposal).
13.) A permanent physical separation along the boundary of the 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.
14.) 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 sings shall contain the following statement: "Buffer-Do
Not Remove or Alter Existing Vegetation."
15.) The property was reviewed for the potential of spotted owl habitat. The Department of
Fish and Wildlife did not find habitat on the subject property.
• •
16.) The applicant is proposing to create or add 2,600 square feet of impervious surface.
Sections 6.6 and 6.7 of the Jefferson County Unified Development Code requires that
your proposal adhere to Best Management Practices(BMPs)to control sediment and
erosion.
17.) 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.
18.) The site plan as submitted with the building application on 8/7/01 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 9/19/01 shall be resubmitted for review and approval by
Jefferson County Department of Community Development.
19.) Maximum lot coverage is not to exceed 25%. Lot coverage is defined by the amount of
impervious surface which includes roof tops, driveways, decks, concrete, etc.
20.) Ripley Creek Road is classified as a private road and requires a 20-foot front yard
setback. The sides and rear setback lines shall be a minimum 5-feet.
21.) The building height is not to exceed 35 feet.
i:\F_BLD_Permit_Buildng.rpt 10/29/19
1110
SPECIAL CONDITIONS FO ASE BLD01-00451
1.) The application was reviewed by the Jefferson County Department of Community
Development staff on 8/17/01 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:
Erosion Hazard, Landslide Hazard Area (low), and Susceptible Aquifer Recharge Area.
2.) 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.
3.) Susceptible Aquifer Recharge Areas are those with geologic and hydrologic conditions
that promote rapid infiltration of recharge waters to groundwater aquifers.
4.) 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 (see attached).
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.) 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.
7.) 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.
8.) 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."
9.) All construction activities shall not encroach upon the buffer. This includes the storage or
preparation of materials.
10.) 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.
11.) The identified Fish and Wildlife Habitat Area (Type 3 Stream), shall maintain a vegetative
buffer setback of 100-feet. The setback shall be measured horizontally from the Ordinary
High Water Mark(OHWM)to all development.
12.) An additional setback of five (5) feet is required from the edge of the buffer area to the
proposed (enter proposal).
13.) A permanent physical separation along the boundary of the 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.
14.) 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 sings shall contain the following statement: "Buffer- Do
Not Remove or Alter Existing Vegetation."
15.) The property was reviewed for the potential of spotted owl habitat. The Department of
Fish and Wildlife did not find habitat on the subject property.
16.) The applicant is proposing to create or add 2,600 square feet of impervious surface.
Sections 6.6 and 6.7 of the Jefferson County Unified Development Code requires that
your proposal adhere to Best Management Practices(BMPs)to control sediment and
erosion.
he Best Management Practices (BMPs)t ritrol stormwater,
17.) The project shall adher t 9
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.
18.) The site plan as submitted with the building application on 8/7/01 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 9/19/01 shall be resubmitted for review and approval by
Jefferson County Department of Community Development.
19.) Maximum lot coverage is not to exceed 25%. Lot coverage is defined by the amount of
impervious surface which includes roof tops, driveways, decks, concrete, etc.
20.) Ripley Creek Road is classified as a private road and requires a 20-foot front yard
setback. The sides and rear setback lines shall be a minimum 5-feet.
21.) The building height is not to exceed 35 feet.
is\F_BLD Permit_Buildng.rpt 10/29/19
• 0 '
MLA01-00425
BUILDING PERMIT APPLICATION Review Type: I
Jefferson County Department of Community Development r
621 Sheridan Street Port Townsend, WA 98368
PERMIT #: BLD01-00451 Received Date: 8/7/2001
SITE ADDRESS: 302 RIPLEY CREEK RD
QUILCENE, 98376
OWNER: CHARLES E GREENERT PHONE: (360)765-4020
PO BOX 337
QUILCENE WA 98376
SUBDIVISION: Block: Lot: T 11
PARCEL NUMBER: 802353004 Section: 35 Township: 28 N Range: 02 W
CONTRACTOR: OLYMPIC TIMBER BUILDERS LLC PHONE: (360)437-0313
5175 PARADISE BAY RD
PORT LUDLOW WA 98365
Contractor's License OLYMPTB001M1 Expires 07/21/2002
REPRESENTATIVE(S): DAN HOSFELT
5175 PARADISE BAY RD
PORT LUDLOW WA 98365
PROJECT DESCRIPTIO SINGLE FAMILY RESIDENCE b HOME)
TYPE OF WORK RES SQUARE FOOTAGE.
TYPE OF IMP NEW '
VALUATION 122,374.00 •1 MAIN: 4
s; '' ADD'L: 1,V 8 HEAT TYPE: /ElErrit
CODE EDITION: 1997 HEAT BASE: 81 HEAT TYPE:
OCCUPANCY: R- J� UNHEATED: #OF STORIES:
OCCUPANCY: OTHER:
CONST TYPE: 5N SHORELINE:
CONST TYPE: �� GARAGE: �� 1 SETBACK:
DECK: y BANK HEIGHT:
SEWAGE DISPOSAL: OSS
WATER SYSTEM: PWELL PARCEL TAGS: YES NO
BEDROOMS: BATHROOMS: STORMWATER: YES NO AREA
Exist: / \ Exist: ( Wetland Erosion
Prop: /2 Prop: Seismic Streams
Total: ( Total: ( Flood Way Floodplain
F&W Landslide
Routing Date: Q 7 J0 r Shoreline Aquifer
o / / ( Forest: Commercial Rural
G Proximity_ _ Plat Conditions
Type Amount Paid By: Date: Receipt:Permit $1,122.55 MAM 08/07/01 30036 AFigitLYV-d
EDT
Plan Check $336.77 MAM 08/07/01 30036 �ttJ 8 2001
State Building Code $4.50 MAM 08/07/01 30036
Potable Water Application $30.00 MAM 08/07/01 30036 .h.7e11 • IN
Total: $1,493.82 APPRO
D Q ■4 F, ' NrTY,� ' y,. T
Al i R® 1 '��,-- -'4
APR 1 9 2002 { I j
Jefferson County Planning
�l & Building Department
= LT (Jr-#orcL�
•
Jefferson County Permit Center *- D rtment of CommunityDevelopment
621 Sheridan Street,Port Townsend WA 0836860]379-4450
4,7
o
qvmt
Aq-, ,,A ? A? n
Project Description: �'.
.�
�tit ..�7 K v G-`C I o t..t
Building Type: Project Type: Frame Type:
❑ Single Family ® New ® Wood
❑ Garage Attached/Detached ❑ Addition ❑ Steel
❑ Modular ❑ Alteration/Remodel ❑ Concrete
❑ Commercial ❑ Repair ❑ Masonry
❑ Multi-family/# of Units 0 Demolition ❑ Other:
❑ Industrial
Other: . ' }.
Bedrooms: Bathrooms: Type of Sewage Disposal: Type of Heat:
Choose one:
Existing: Existing: ❑ Sewer ❑Community System ❑ Electricity ❑ Oil
Proposed: 1 Proposed: I VI Individual System ❑ Woodstove 0 Propane
Total: i Total: I If not sewer,fill out the following: ❑ Heat Pump
❑ Conventional ❑ Alternative ❑ Other
Permit # SEP
Water Supply:
4 Private well ❑ Two Party Well ❑ Public:Name of water system:
Square Footage: For Office Use Only
Main Floor j CD 1&, UBC OCCUPANCY GROUP
2ND Floor Base fee
3rd Floor Plan Check fee
Htd Basement State Surcharge fee
Unhtd Basement Subtotal
Garage/Carport Pot Water Review fee
Decks 911/Rd Approach fee
Commercial TOTAL
Industrial Receipt #
Other Cash/Check #
Total Valuation: Initials
Or Date
Estimated Cost: / 3� c� ti
If within 200' of the Shoreline,
Distance to Bank or Or ary High Water Mark ft. Bank Height ft.
Signature: Date: /() 4 ---
•
,41 , ° 1, JEFFERSON COUNTY
,w J44 ,'�� DEPARTMENT OF COMMUNITY DEVELOPMENT 'D E. ( t .u j t
4qs� 0� 621 Sheridan Street • Port Townsend • Washington 98368 '
` INO 360/379-4450 • 800/831-2678 • 360/379-4451 Fax AUG 7
BUILDING PERMIT APPLICATION JEFFERSON COUNTY
Project Description:
:-.PT. OF COMMUNITY DEVELOPMENT
--
Building Type: Project Type: Frame Type:
X Single Family x New Wood
. Garage Attached/Detached Addition Steel
' Modular Alteration/Remodel Concrete
Commercial Repair Masonry
Multi-family/#of Units Demolition x Other: 44,y
ii Industrial
Other: •
Bedrooms: Bathrooms: Type of Sewage Disposal: Type of Heat:
Choose one:
Existing: f 5 Existing: Sewer Community System ',)I(Electricity Oil
Proposed: aZ Proposed: a Individual System Woodstove Propane
Total: Total: ' If not sewer,fill out the following: Heat Pump
Conventional lternative i Other
Permit# SEP rri^25
Water Supply:
X. Private well Two Party Well Public:Name of water system:
Square Footage: 4 fOt' / For Office Use OnlyMain Floor ' 6 11,0, la 14 UBC OCCUPANCY GRO '
2ND Floor C ''. �/L0)� , .OZV Base fee `��S• i> (oa r SS
3rd Floor Plan Check fee 33t1,1 33 6• /
Htd Basement S a :ill33S•2° State Surcharge fee '/ So
7
Unhtd Basement fl Subtotal /y 63 .. a
Garage/Carport S`�To,A, ' of Water Review fee 3 Z) t Do
Decks D�'\ �/�� 9..) ' 11/Rd Approach fee
Commercial . XA 5 r I q 93, ��
Industrial / /1�.i 3.I f TOTAL Receipt# Cho 3 10 i
Other4. "1 Cash/Check# bi,
Total Valuation: Initials
Or Date 1S / °1
Estimated ost: '2—'O) O'05 ZOO/ COM f� J a p�,V/ 8 , a) Z , z-
If within 2 ' of the Shoreline,
Distance to Bank or dam}. ater Mark ft. Bank Height ft.
By signing the application form,the applicant/owner attests that the information provided herein is true and correct to the best of their knowledge. Any material falsehood or any
omission of a material fact made by the applicant/owner with respect to this application packet may result in this permit being null and void.
l further agree to save,indemnify and hold harmless Jefferson County against all liabilities,judgments,court costs,reasonable attorney's fees and expenses which may in any way accrue
against Jefferson County as a result of or in consequence of the granting of this permit.
I further agree to provide access a d right of entry to Jefferson County and it's employees,representatives or agents for the purpose of application review and any required later inspections.
Access and right of entry to the• plicant's propertyrss cture shall be requested and shall occur during regular business hours.
Signature: ( . ° Date: SA/1 /
I L•I IOME\PI,NCN'l'R\INl'OBI.DG\FORMS\BLDpermitApplication1/2000
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SEPTIC SYSTEM DESIGN FOR
4 4 I Toil.M A N t "1'18°4 444 6'
CHARLES GREENER T
PARCEL PLAN £ ' 111{.11 • INC.
I I 4 1 PARCEL NO. 802-35.3-004
1.3....' .i:.,..l. ..
______