HomeMy WebLinkAboutBLD2001-00610 • i
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 #: BLD01-00610
SITE ADDRESS: 1420 SCHWARTZ RD Issue Date: 11/9/2001
NORDLAND, 98358 Final Date: 06/22/2006
APPLICANT: BILL BAHLBURG PHONE: (972) 867-2575
KELLY BAHLBURG
PO BOX 866937
PLANO TX 75086
SUBDIVISION: Block: Lot: 2+
PARCEL NUMBER: 021212006 Section: 21 Township: 30 N Range: 01 E
PROJECT DESCRIPTION: SINGLE FAMILY RESIDENCE
THE PROJECT LISTED ABOVE COMPLIES WITH THE REQUIREMENT OF THE BUILDING
CODE 1997 EDITION.
OCCUPANCY GROUP: R-3
TYPE OF CONSTRUCTION: 5N
SPRINKLER SYSTEM yes no
THE PROJECT PASSED ITS FINAL INSPECTION AND RECEIVED FINAL SIGN OFF ON
06/22/2006
ida3fa(0
Building Official Signature Date
I:\F_BLD_Occupancy.rpt 10/29/19c
BUILDING PERMIT r 1
Jefferson County Department of Community Development
621 Sheridan Street Port Townsend, WA 98368
(360)379-4450 FAX (360)379-4451 (800) 831-2678
PERMIT #: BLD01-00610 Received Date 10/25/2001
SITE ADDRESS: 1420 SCHWARTZ RD Issue Date 11/9/2001
NORDLAND, 98358 Expiration Date 11/9/2002
APPLICANT: BILL BAHLBURG PHONE: (972) 867-2575
KELLY BAHLBURG
PO BOX 866937
PLANO TX 75086
SUBDIVISION: Block: Lot: 2
PARCEL NUMBER: 021212006 Section: 21 Township: 30 N Range: 01 E
CONTRACTOR: KELLEY SHIELDS INC PHONE: 385-7156
260 KALA POINT DR
PORT TOWNSEND WA 98368
Contractor's License: KELLES1150LF Expires: 05/28/2002
LOAN LENDER/
BOND HOLDER:
PROJECT DESCRIPTION SINGLE FAMILY RESIDENCE
REQUIRED INSPECTIONS:
[ Setbacks (Shoreline Setbacks): . 1-- 7'-Q-z,
[`-t' Footings: G ! /-?-D z a
[ ] y1-7 tofu. ��uD
Foundation: AA r� u.•�G� [o� .OL ��ri . • �. /-�Y-az, E„1cr dk s�z03Ai
[ ] underground Plumbin Underground In ulation:®g3/24/43
Shear Wall: x� /d;t� �y ,0,cL I/( �� D�
[ ] e,
Framing/Plumbing: �L&MB/A1 d/G / /y/Oy
[ ] Propane Tank/Lines: grrtite.A. gAsLoins OK Q//7/63 /i 1„,rEW6,z_6,,L. , C?)6Kty/24/03
[ ] Insulation:
[ ] Sheetrock: aK Will611,
[ ] Final/Occupancy Approval: (p-22-'
HEALTH DEPA MENT APPROVAL REQUIRED PRIOR TO FINAL INSPECTION.
THIS PERMIT 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.
ONS APPLY - SEE REVERSE
HOT LINE AVAILABLE 24 HOURS A DAY
SPECIAL CONDITIONS FOR CASE BLD01-00610
1.) The application was reviewed by the Jefferson County Department of Community
Development staff on October 30, 2001 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:
SAPA/SOLESRC aquifer recharge, landslide hazard 3, seismic, Eagle, conservancy
shoreline designation.
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 are defined as Seawater Intrusion Areas, and Special
Aquifer Recharge Protection Areas and the following land uses located within Susceptible
Aquifer Recharge Areas (1)All Industrial Land Uses (2) All Commercial Uses (3)All Rural
Residential Land Uses requiring a Discretionary Use or Conditional Use Permit(4)All
Rural Residential Land Uses with nonconforming uses that would otherwise require a
Discretionary Use or Conditional Use Permit(5) Unsewered Planned Rural Residential
Developments (6) Unsewered residential development with gross densities greater than
one unit per acre. All of the above listed uses shall be subject to the applicable
requirements and standards of the Jefferson County Unified Development Code.
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.) 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
(Sambucus Racemosa), Snowberry (Symphoricarpos Albus), Evergreen Huckleberry
(Vaccinium Ovatum), Red Huckleberry (Vaccinium Parvifolium).
7.) 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.
8.) A Geotechnical Report, prepared by Shannon & Wilson, Inc. dated July 28, 2000 was
submitted in conjunction with a Binding Advance Determination (BAD). The report
addressed the stability of the geologic hazard area. A setback of 70-feet shall be
measured perpendicularly from the top or toe of the geologic hazard to the proposed
single family residence and garage/guest house.
9.) 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."
10.) All construction activities shall not encroach upon the buffer. This includes the storage or
preparation of materials.
11.) 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.
12.) 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.
13.) To help prevent seawater from intruding landward into underground aquifers, all new
development activity on Marrowstone Island, and within 500 feet of any marine shoreline
shall be required to infiltrate all stormwater runoff, to the maximum extent practicable,
onsite.
14.) The applicant shall fully adhere to all conditions and requirements of the eagle habitat
management plan as signed by Shelly Ament, WDFW on June 28, 2000 and by the
applicant on July 31, 2000.
15.) A Small Parcel Erosion & Sediment Control Plan has been submitted and approved by the
Department of Community Development. Once the subject permit has been issued the
applicant shall fully implement the provisions of the submitted plan and contact the
Jefferson County Department of Community Development to arrange a schedule to
inspect the property for plan compliance. A Certificate of Occupancy will not be issued
until the Department verifies plan compliance. No clearing for roadways or utilities shall
occur on the project site until clearing necessary for the installation of temporary
sedimentation and erosion control measures have been completed.
16.) 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).
17.) The revised site plan dated November 7, 2001 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 November 7, 2001 shall be resubmitted for review and approval by
Jefferson County Department of Community Development.
18.) This approval is for a single family residence and detached garage with guest house 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.
19.) The parcel has been designated as RR 1:5 under the Jefferson County Comprehenslive
Land Use Map effective August 28, 1998.
20.) A septic permit(SEP00-0094) has been approved on September 1, 2001 for a 4 bedroom
system.
21.) A critical area review(CAR00-0269) Binding Advanced Determination (BAD) for a single
family residence was finaled on August 29, 2000.
22.) A minimum of four on site parking spaces shall be provided for the single family residence
and the guest house.
23.) Maximum lot coverage shall not exceed 25%.
24.) Minimum setback from the top of the bank shall be 70 feet. Minimum setback from
Schwartz Road shall be 20 feet. Minimum side setbacks shall be 5 feet.
25.) The building height shall not exceed 35 feet.
26.) Schwartz Road is a county local access road (C595709).
27.) Potable water has been established.
28.) Applicant shall fully adhere to the recommended conditions as set forth in the geotechnical
report as prepared by Shannon &Wilson, Inc. dated July 28, 2000.
i:\F_BLD_Permit_Buildng.rpt 10/29/19
. . . .4. . , , .. .._ • • ,i •ii .• -.: v- 1
. j
, •
. .• .
Aleth. •
• 4<,,,,,,,1 .. .1 .. .— 1111:21A4. ':?-:.4.1 li 41 . . , .
I- III
lip- ___, . -4 . ir;-pl qi 444-• •1
- .
I
,. ,
I.• iss' 1(1 '' -
u: . '" , ' .....4-
, r 1, .7--. --• , , : . --71
z kro 1_ fit ',14 4' := , ril I
. IL il • : ,-1
,i • • /
1 _______k_:_. • it . '', '
J. .
. .
I IC': •
.,411, L •
.4_1 _ __ _ •
I 0•-•01 .. ...,-_-- --- ----
43 • , . t'
?
: 10-
,
, . -..._ • . •
. • . 15143.. ___T.E' -4.--.) .,J :i.
, ., . • .: 0 1 C32 .•
1_,1144 ir.,,f
• V."7
'•:..4%.
. ,
. . • ,, ..
- -19tilL"'
. ,
.1 ,...t>. -1,. T-R_ 1 •
iv
----•-- itS7 .\?) ER114. __.i. 12 ea__ ______,
.1
. ,
I ! k • . r .
$
_
.........---.T., ...,......—,....-4-7.-
- - -IS . . . • - ;•,
-13I
. qg
1 . - Fl • ' ;411 7 • x 44. hr
, 1 ja' . •.'' 1hr I ' V:31 t'i
%Ilk
CC:--,----7DL ' . ; •
Is .;•
.. .. .
. A
.. . • , '.,. -•.„,..-.
.,,
.
..-. . ..'• .1.4-.17-4m •\-.\•1 I;,-.-N,.,.-.-„.,,'.(...„„•\4/1r,-.I-'i.::,:r,,L,f..,•,L 1 I1,' ietg.i III.
-t
, t4a r.•-
- -
,.! rr.,,,-,----.p'--'.wJ, _ 47ry
: : -: 7p" '• .„: MEM.• t ._....
. „ „ IP* I .1.....,-.•t,; `-'': - •-•tvi-73-•r,"i'Tv---,,,^'4
•
.. . . . ! j -.'iblk --- "A :'•; --,n,..,,.. .,.
, .
• .
. ,- • : • i A • . 41:
!
IT
• -;-- • ,. - r
., - .. i e)..,./ ih.- • • V
,:,-Ch• 4,. •,
i - I. .; ;,. • E _ .—
go •i -
.. ; i .. . . ,
, 0 , , i • , , i
I .
- ..'..%' i 0 1:-..-'' ::.,!.•
.-
. • .•- • . _ ... : -•
. • . . -
. .
' .....'
•
.:. •
•,••'.-•*...• ,. .
- • . •,.... .
REv 1 s ED d at e:NE4Afog ,4 ,i - . 0, •.. .
. ..
•• i . 1
I
. I
9 . 's : 7--- —---.___1._7:,___.7___.---21: — — ---—, — -— - -•-• ..•
. ........___. ..___,_ ..--
• I
i. . •
C 0 tR1 OD v ziem aasoH TOZ,g0SL907, XV,I (70:RT TO/9Z/OT
I S3
JEFFERSON COUNTY
DEPARTMENT OF COMMUNITY DEVELOPMENT
UNIFIED DEVELOPMENT CODE
TYPE I LAND USE PERMIT
APPLICANT: BILL BAHLBURG
KELLY BAHLBURG
PO BOX 866937
PLANO TX 75086
DATE ISSUED: November 09, 2001
DATE EXPIRES: November 09, 2002
MLA NUMBER: MLA01-00544
PROJECT PLANNER: M FARFAN
PROJECT DESCRIPTION:
SINGLE FAMILY RESIDENCE
DETACHED GARAGE w/ADU
PROJECT LOCATION:
Parcel number 021 212 006 in Section 21, Township 30, Range 01 East, WM located at 1420 Schwartz Rd, Nordland,
WA 98358
FINDINGS:
1.) The Administrator finds that this application complies with applicable provisions of the Unified Developmen
Code, all other applicable ordinances and regulations, and is consistent with the Jefferson County
Comprehensive Plan and Land Use map.
2.) The application was reviewed by the Jefferson County Department of Community Development staff on
October 30, 2001 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:
SAPA/SOLESRC aquifer recharge, landslide hazard 3, seismic, Eagle, conservancy shoreline designation.
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.) Critical Aquifer Recharge Areas are defined as Seawater Intrusion Areas, and Special Aquifer Recharge
Protection Areas and the following land uses located within Susceptible Aquifer Recharge Areas (1)All
Industrial Land Uses (2)All Commercial Uses (3)All Rural Residential Land Uses requiring a Discretionary Use
or Conditional Use Permit(4)All Rural Residential Land Uses with nonconforming uses that would otherwise
require a Discretionary Use or Conditional Use Permit (5) Unsewered Planned Rural Residential Developments
(6) Unsewered residential development with gross densities greater than one unit per acre. All of the above
listed uses shall be subject to the applicable requirements and standards of the Jefferson County Unified
Development Code.
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.) 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
Macrophylium), 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 Shalion), 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 (Sambucus
Racemosa), Snowberry (Symphoricarpos Albus), Evergreen Huckleberry (Vaccinium Ovatum), Red
Huckleberry (Vaccinium Parvifolium).
8.) 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).
9.) The revised site plan dated November 7, 2001 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 November 7, 2001 shall be resubmitted for review
and approval by Jefferson County Department of Community Development.
10.) This approval is for a single family residence and detached garage with guest house 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.
11.) The parcel has been designated as RR 1:5 under the Jefferson County Comprehenslive Land Use Map
effective August 28, 1998.
12.) A septic permit(SEP00-0094) has been approved on September 1, 2001 for a 4 bedroom system.
13.) A critical area review (CAR00-0269) Binding Advanced Determination (BAD) for a single family residence was
finaled on August 29, 2000.
14.) Schwartz Road is a county local access road (C595709).
15.) Potable water has been established.
CONDITIONS:
1.) A vegetative buffer of 30-feet shall be permanently maintained from the top or edge of the Landslide Hazard
Area. All buffers shall be measured perpendicularly from the top of the Landslide Hazard Area.
2.) A Geotechnical Report, prepared by Shannon &Wilson, Inc. dated July 28, 2000 was submitted in conjunction
with a Binding Advance Determination (BAD). The report addressed the stability of the geologic hazard area. A
setback of 70-feet shall be measured perpendicularly from the top or toe of the geologic hazard to the proposed
single family residence and garage/guest house.
3.) 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."
4.) All construction activities shall not encroach upon the buffer. This includes the storage or preparation of
materials.
5.) 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.
6.) 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.
7.) To help prevent seawater from intruding landward into underground aquifers, all new development activity on
Marrowstone Island, and within 500 feet of any marine shoreline shall be required to infiltrate all stormwater
runoff, to the maximum extent practicable, onsite.
8.) The applicant shall fully adhere to all conditions and requirements of the eagle habitat management plan as
signed by Shelly Ament, WDFW on June 28, 2000 and by the applicant on July 31, 2000.
9.) A Small Parcel Erosion & Sediment Control Plan has been submitted and approved by the Department of
Community Development. Once the subject permit has been issued the applicant shall fully implement the
provisions of the submitted plan and contact the Jefferson County Department of Community Development to
arrange a schedule to inspect the property for plan compliance. A Certificate of Occupancy will not be issued
until the Department verifies plan compliance. No clearing for roadways or utilities shall occur on the project site
until clearing necessary for the installation of temporary sedimentation and erosion control measures have been
completed.
10.) A minimum of four on site parking spaces shall be provided for the single family residence and the guest house.
11.) Maximum lot coverage shall not exceed 25%.
12.) Minimum setback from the top of the bank shall be 70 feet. Minimum setback from Schwartz Road shall be 20
feet. Minimum side setbacks shall be 5 feet.
13.) The building height shall not exceed 35 feet.
14.) Applicant shall fully adhere to the recommended conditions as set forth in the geotechnical report as prepared
0
by Shannon & Wilson, Inc. dated July 28, 2000.
NOTICE: This permit does not excuse the proponent from complying with other local, state, and federal
ordinances, regulations, or statutes applicable to the proposed development.
Development pursuant to this permit shall be undertaken subject to the applicable development and performance
standards of 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:
- Set back buildings, utilities and roads as far as possible from surface waters(streams, rivers, lakes, marine
waters), or at least 150 feet from the edge of the water
-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
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 at (206)526-6613, or the
U.S. Fish and Wildlife Service at(503) 231-6121.
APPEALS:
Pursuant to RCW 36.70C, the applicant or any aggrieved party may appeal this final decision to Jefferson County
Superior Co• within twenty-one (21) calendar days of the date of issuance of this land use decision. For more
information/elated to judical appeals see UDC Section 8.5.2.
t 41;-/A ///9/0/
UDC • •ministrato
11, / 1 r'iN, r-/...; .
. /(i)` - 4,.- s, ,,..,, _,.
O O. is
JEFFERSON COUNTY \��F✓F� , �9 ��
)\'S7 .6
STOR.tiIWATER MANAGEMENT ORDLNANCE N'G�,�;` `•.
N . ; ;,•
SMALL PARCEL EROSION AND SEDIMENT CONTROL PLAN ,':.'-N/
EROSION AND SEDIMENT CONTROL WORKSHEET
Property Owner: BILL BAHLBURG Phone: (972) 867-2575
Address: PO BOX 866937, PLANO, TX 75086
Assessor's Parcel Number: 021-212-006
Building Permit or Septic Permit Number(if applicable): SEPTIC PERMIT PENDING
Brief Project Description: CONS I RUCTION OF A SINGLE FAMILY RESIDENCE
ON A 1.19 ACRE PARCEL, WITH ASSOCIATED DRIVEWAY, SEPTIC
SYSTEM, AND POTABLE WA IER WELL.
Site Location: NORTHERMOST LOT ON EAST SIDE OF SCHWARTZ RD.
Person Responsible for BMP Installation and Maintenance: BILL BAHLBURG
Address: SAME AS ABOVE Phone:
1. Describe I check the Best Management Practices (BMPs) that you will implement during land
disturbing activities or construction to control erosion and prevent sediment from entering water
bodies(marine waters. streams, rivers, lakes. or wetlands)or impacting adjacent property or roads.
Please check the measures you plan to implement and show their approximate location on the site
plan. You may also propose measures other than those listed. Attach additional sheets, if more
space is required.
XStabilize construction access route. Limit construction vehicles to one route, if
feasible. Provide a stabilized construction access by applying quarry spalls, ballast, or
crushed rock to minimize tracking sediment onto roads. (See attached illustration from
Stormwater Management Manual.) If sediment is transported onto roads, they will be
cleaned thoroughly.
Minimize the extent of land disturbing activity and preserve existing vegetation.
Preserve buffers of well-established vegetation between disturbed areas and property
boundaries, roads, water bodies, and designated critical areas (wetlands. tish and wildlife
habitat areas. landslide or erosion hazard areas. etc.)
XPhase clearing so that only areas that are actively being worked are uncovered.
gStart and complete land disturbing activities and stabilize the site between April 1
and September 30. Stabilization means that disturbed areas will have well-established
plant cover or be landscaped to minimize erosion.
•
Stabilize exposed soil. Exposed and unworked soil will be ,overed within 2 days
between October I and March 3 I and within 7 days between April I and September 30.
Cover exposed soil with a minimum of 2 inches of straw or hay or other material
approved for this purpose.
4\ Cover soil stockpiles with plastic sheeting and locate away from water bodies,
roads, and property lines
> Place gravel base on roads, driveways, and parking areas atter clearing and
subgrade preparation.
3yQ' Protect adjacent properties and water bodies from sediment deposition:
Place straw or hay bales in ditches and drainage ways down slope from areas of
land disturbing activity to filter runoff before it leaves the project site or enters
water bodies (See attached illustrations from Stormwater Management
Manual.)
[* Install a filter fence downslope from areas of land disturbing activity to filter
runoff before it leaves the project site or enters water bodies. (See attached
illustrations from Stormwater Management Manual.)
Regularly inspect and maintain all BMPs especially after storm events.
SDescribe other erosion and sediment control Best Management Practices. Be
specific as to design and specifications.
DURING CONSTRUCTION. RUNOFF FROM THE DISTURBED AREAS WILL BE
ALLOWED TO DISPERSE EITHER TO THE LARGE VEGETATED AREAS
IMMEDIATELY DOWNSLOPE OF THE DRAINFIELD SITE AND THE HOME SITE
OR INTO THE FILTER FABRIC FENCE BETWEEN THE HOME SITE AND THE
ADJACENT PROPERTY LINE. THE VEGETATED AREAS WILL FUNCTION AS
FILTER STRIPS, PROTECTING ADJACENT AREAS FROM SEDIMENT AND/OR
RUNOFF CAUSED BY LAND DISTURBING ACTIVITIES.
DURING DRIVEWAY AND HOME CONSTRUCTION, A STABILIZED
CONSTRUCTION ENTRANCE IN ACCORDANCE WITH THE ATTACHED
DETAIL WILL BE PROVIDED AT THE ENTRANCE TO THE PARCEL UNLESS
THE DRIVEWAY IS STABILIZED WITH CRUSHED ROCK AS IT IS
CONSTRUCTED.
THERE ARE NO DEFINED DRAINAGES ON THIS OR ADJACENT PARCELS.
THEREFORE, THIS PLAN DOES NOT INCLUDE THE PLACEMENT OF STRAW
OR HAY BALES.
2. Describe how disturbed areas will be permanently stabilized (seeded, landscaped, apply gravel
base to roadways. etc.
THE PROPOSED DRIVEWAY LEADING TO THE HOME SITE WILL BE SURFACED
WITH GRAVEL OR ASPHALT CONCRETE PAVEMENT
AREAS IMMEDIATELY .ADJACENT TO THE HOME SITE WILL BE LANDSCAPED WITH
TYPICAL RESIDENTIAL LANDSCAPING MATERIALS.
THE BALANCE OF THE DISTURBED AREAS WILL BE SEEDED WITH .A RURAL
APPLICATION SEED MIXTURE AS NEEDED FOLLOWING CONSTRUCTION.
•
3. Describe how runoff from impervious surfaces will be controlled (disperse to vegetated areas to
infiltrate, dry well, infiltration trench, route runoff to existing drainage facilities, etc.)
RUNOFF FROM THE GRAVEL OR ASPHALT CONCRETE PAVEMENT DRIVEWAY WILL
BE DISPERSED TO THE LARGE VEGETATED AREAS OF THE PARCEL. THESE AREAS
WILL FUNCTION AS FILTER STRIPS AND RUNOFF INFILTRATION AREAS.
4. Specify your construction sequence. Describe the timing of all land disturbing activities (clearing
and grading, construction, installation of drainage facilities, landscaping, etc.) and Best
Management Practices. Describe proposed maintenance of BMPs.
THE FILTER FABRIC FENCE WILL BE INSTALLED PRIOR TO ALL OTHER PROPOSED
CONSTRUCTION ACTIVITY. NEXT, THE SEPTIC SYSTEM WILL BE CONSTRUCTED
WITH CONSTRUCTION ACCESS PROVIDED FROM THE HUTCHINSONS' PARCEL TO
THE SOUTH, ON WHICH A SEPTIC SYSTEM WILL BE CONSTRUCTED
CONCURRENTLY. THE GROUND DISTURBED DURING INSTALLATION OF THE
SEPTIC SYSTEM WILL BE STABILIZED AND SEEDED. THE DRIVEWAY CLEARING
INCLUDING THE STABILIZED CONSTRUCTION ENTRANCE IF APPLICABLE, AND
HOME CONSTRUCTION WILL FOLLOW. FINALLY, LANDSCAPING AND FINAL
SEEDING WILL BE COMPLETED.
THE BMPs WILL BE MAINTAINED THROUGHOUT THE CONSTRUCTION SEQUENCE,
AND REPAIRED AS NEEDED FOLLOWING STORM EVENTS OR ACCIDENTAL
DAMAGE. THE STABILIZED CONSTRUCTION ENTRANCE WILL BE KEPT CLEAN OF
EXCESS DIRT BUILDUP AND WILL BE WASHED DOWN AS NEEDED.
The Best Management Practices proposed above will be implemented to control erosion, sediment. and
stormwater runoff. I will notify the Permit Center for inspections as required.
P. E. q•Z 5100
Sign ure of Owner i Agent Date
ML
!UILDING PERMIT APPLICAIN Review
ype44
Jefferson County Department of Community Development
621 Sheridan Street Port Townsend, WA 98368
PERMIT #: BLD01-00610 Received Date: 10/25/2001
SITE ADDRESS: 1420 SCHWARTZ RD
NORDLAND, 98358
OWNER: BILL BAHLBURG PHONE: (972) 867-2575
KELLY BAHLBURG
PO BOX 866937
PLANO TX 75086
SUBDIVISION: Block: Lot: 2
PARCEL NUMBER: 021212006 Section: 21 Township: 30 N Range: 01 E
CONTRACTOR: KELLEY SHIELDS INC PHONE: 385-7156
260 KALA POINT DR
PORT TOWNSEND WA 98368
Contractor's License KELLES1150LF Expires 05/28/2002
REPRESENTATIVE(S): KSI
260 KALA POINT DR
PORT TOWNSEND WA 98368
PROJECT DESCRIPTIO SINGLE FAMILY RESIDENCE
TYPE OF WORK RES SQUARE FOOTAGE:
TYPE OF IMP NEW MAIN: 2,333
VALUATION 308,262.00 ADD'L: 1,429 HEAT TYPE: PRO
CODE EDITION: 1997 HEAT BASE: 1,192 HEAT TYPE:
OCCUPANCY: R-3 UNHEATED: 1,141 #OF STORIES:
OCCUPANCY: OTHER:
CONST TYPE: 5N GARAGE: SHORELINE:
CONST TYPE: SETBACK:
DECK: 988
BANK HEIGHT:
SEWAGE DISPOSAL: ALT
WATER SYSTEM: PWELL PARCEL TAGS: YES NO
BEDROOMS: BATHROOMS: STORMWATER: YES NO AREA
Exist: Exist: Wetland Erosion
Prop: 2 Prop: 4 Seismic Streams
Total: 2 Total: 4 Flood Way Floodplain
' F&W Landslide
Routing Date: 0 (g51001)(
Shoreline Aquifer
Forest: Commercial Rural
Proximity Plat Conditions
Type Amount Paid By: Date: Receipt: -- __ tlApproved/Dat - --- "-)
Permit $2,164.15 MAM 10/25/01 42169V i
Plan Check $649.25 MAM 10/25/01 42169 -
State Building Code $4.50 MAM 10/25/01 42169 • ENOV 0 9 2001
Potable Water Application $30.00 MAM 10/25/01 42169
JEFFERSON COUNT'
Total: $2,847.90 DEPT.OF C MMUNITY EVELOPM T
SIGNATURE:,�C
„9 ,.\ °, \ JEFFERSON COUNTY .--
,WN elf. DEPARTMENT OF COMMUNITY DEVELOPMENT b
J rr,,,,,,„\
;
O� 621 Sheridan Street • Port Townsend • Washington 98368 ' �' OCT''' 2 5 2�1 l�
�S` NG`S 360/379 4450 • 800/831 2G78 • 360/379 �451 Fax
JEFh t.r b;,N LOON IY
BUILDING PERMIT APPLICATION DEPT. OF COMMUNITY DEVELOPMENT
Project Description:
Buildin• T .e: Project Type: Frame Type:
New Wood
Garage- ttached/Detached Addition Stec
Modular Alteration/Remodel Concrete
Commercial Repair Masonry
Multi-family/# of Units Demolition Other:
. Industrial
Other:
Bedrooms: Bathrooms: Type of Sewage Disposal: Type of Heat:
Choose one:
Existing: �” Existing: '&' Sewer . Community System Electricity Oil
Proposed: 2 43 Proposed: 3,5 (fr�vidual Systent� Woodstove ropane
Total: " Total: 3.5 �/+$
If n 'ewer, out the following: Heat Pump
Conventional Other
Permit# SEP 00 00094/
Wat u 1 :
Private we Two Party Well Public:Name of water system:
Square Footage: For Office Use Only
Main Floor 2 333 1 3 ;sop t f UBC OCCUPANCY GROUP
2ND Floor / y oZ. 9 in ql b• 3 Z Base fee 4c 10 ii• /5
3rd Floor ov: Plan Check fee (Q L4 9. S
Htd Basement //92. IA+g3 1 • 3 b State Surcharge fee Lf , 5'T)
Unhtd Basement // VI I I L Q
r3•S3.70 Subtotal G• O / /. 9 0
Garage/Carport - / e 6° Pot Water Review fee 3o , 00
Decks C/8 ' / Q QV ' , ' Rd Approach fee
Commercial — ? , 10 TOT, L e 0
Industrial / ceipt#
Other 300, - Cash/Check# 3 qc3
Total Valuation: Initials �'v� --- --
Or Date
00(
Estimated Cost: //al l/ ,/•• a Pogo r 99
^If within 200' of the Shoreline,
Ili
Distance to Bank or Ordinary High Water Mark 7 0 ft. Bank Height ft.
lir signing the application form,the applicant/owner attests that the information provided herein is true and correct to the best of their knowledge .Any matenal 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.
I further agree to save,indemnify and hold harmless Jefferson county against all liabilities,judgments,court costs,reasonable attorney's Fees and espenses 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 it's employees,representatives or agents for the purpose of application review and any required later inspections.
.\ccess and right of entry to the applicant's property or structure shall be requested and shall occur during regular business hours.
Signature: /�[iYliy[�o /� z / ,ejz,r dir. an /( � Date: /0/25/00/
I LI IOME\l'LNCNTR\INFOBI.DC\FORMS\BLDpermitApplicationl/2000
-lop sr-rah�K
A New Residence for Bill and Kelly Bahlburg
NCE
BAHL URG RESIDE
N�B mmmmm� QRDLAI�D, WA 98358
ommoommmmillillillillilli CHW ARTZ ROAD 9 N
1420 S ,0�0 ti-0 '4—osk
4i --I 5L'T
-no-cm To TYt'/GI L.
p,�pPOs�n �� RE/yo�En
y.[lQN�4Rou,ur� '
WELL LOCATION WITH 100, �\
50' SETBACK
SETBACK RADIUS TO DRAINFIELD, AND
ASEPTIC SYSTEM
DIUS TO ALL OTHER COMPONENTS._-
e
1 O
cl q;A . • I � � 1 I 11 1 I � �,.•. •, ...y.•._. �,I;,° ' � -' � � � �1
dV_RID
�P-
\ oy
pF 8�
I I h
1
O; y\ — ( /. �� I //F , I I I I —1t � II! I � F7 l.'lll-� :bdw�—�%�}IO'--� ..--- __—__—_� _��. __.��__��.. _•—•_�•
__� h 1 -�
11
�, I ( I ,', _— - � • _ a •-- --- �, .4�0,` \ I 3 1gEDftGt�i"� � ?OP A`' Fst[/Fr
R, f# eAFsE
FOUR BEDROOM PRIMARY SYSTEM WITH 136 — _ 2 G,A 6
y k LINEAR FEET OF DRAINFIELD TRENCHES j�C JE,9T
N � FOUR BEDROOM RESERVE SYSTEM WITH 270 (UTILIZING 50% REDUCTION FOLLOWI dt� THE -
EXISTI G ADJAC NT WELL �,, 1' = 20' 0'
WITH 1 D' SETBZK RADIUS _ — _� LINEAR FEET OF DRAINFIELD TRF REMAIN
U (NOT SAND FILTER)
70 DR INFIELD, AND 50' INSTALLED "OW. TREES MAY REMAIN UNTIL — —
SETBA K RADIUS TO ALL AREA IS NEEDED)
OTHE SEPTIC S�STEM. 7REJ�
COMP NENTS cc
SITE PLAN
z
I \
------------
PROirr'� I1�1I'ORMt�T_L(>�
PROJECT DESCRIPTION: A ONSTRUCTION OF
NEW 6,095 S.F. RESIDENCE
AND 998 S.F. GARAGE
WITH 792.25 S.F. GUEST ROOM.
PROJECT ADDRESS: 1420 SCHWARTZ AVENUE
NORDLAND, WA 98358
ZONING: RRl-5
CONSTRUCTION TYPE: TYPE Vn U.B.0
51,936.4 S.F. (1.19 ACRES)
LOT SIZE:
LOT COVERAGE: 3,393.0 S.F. HOUSE, COV'D PORCHES
618.0 S.F. DECKS
1,260.0 S.F. GARAGE
4,800.0 S.F. GRAVEL DRIVEWAY
TOTAL LOT COVERAGE: 10,071.0 S.F.
TOTAL ALLOWABLE
LOT COVERAGE: (Z$% OF LOT SIZE) 12,959.1 S.F. < 10>071.0 S.F.
FRONT YARD SETBACK: 20 FT.
SIDE YARD SETBBACK: 5 FT -
REAR YARD SETBACK: 15 FT.
P OF SHORELINE SETBACK: 7 REAR YD. ETBACK K (SUPERCEDES
SEWER: ON -SITE SEPTIC SYSTEM
WATER: PRIVATE WELL S
POWER: JEFFERSON COUNTY PUBLIC UTILITIE
SPOT AND WHOLE HOUSE FANS
VENTILATION:
HEAT SYSTEM: PROPANE HEAT PUMP AND IN FLOOR
RADIANT HEAT
TAX ASSESSOR'S # 021-212-006
►r nF$CRIPTION
T1L_EEXCEPT THE WEST 60
THE NORTH 100 FEET OF GOVERNMENT LOT 2, SECTION ,
- -- � ' Tyn'2n V C)RTi-I. RANGE I EAST' W • „...., , ni TNTY FOR ROAD
PRO tF('T TEAM
BILL & KELLY BAHLBURG
P.O. BOX 966937
PLANO, TX 75086
972.867.2575 PH
&&CRUECT
ROGER KATZ & ASSOCIATES
571 ERICKSEN AVENUE
BAINBRIDGE ISLAND, WA 98110
206-842.8351 PH
206-780.5201 F
CONTACT: HAIG TOWNSEND
CQNM TOR
KELLEY SHIELDS INCORPORATED
260 KALA POINT DRIVE
PORT TOWNSEND, WA 98368
360.335.7156 PH
360.335.3115 F
CONr-RACTOR'S LICENCE#:
KELLESI150LF EXP. 5/28/02
CONTACT: DENNIS SHIELDS
r E'
SWUSON SAY FAGET
2124, "HIRD AVF. SUPTE 100
SEA'ICLE, WA. 98121
206.4-3.6212 PH
206.4i•3.4870 F
CONTACT: BLAZE BRESKO
SUR'EYORS
T1L1AN ENGINEERING
P.O. OX 137
,. . ,A ni nrK WA 9833
SHE INDEX G 1 GA„ AGE PLANS
Al SITE PLAN, PROJECT INFORMA ION PLAN G2 GA .:AGE ELEVATIONS + SECTIONS
A1.2 GENERAL NOTES; EROSION CONTROL
G3 GARAGE WALL SECTIONS
A 2 MAIN LEVEL FLOOR PLAN G4 GA! :AGE FRAMING AIL P S�
A 3 UPPER LEVEL FLOOR PLAN
A 4 LOWER LEVEL FLOOR PLAN
A 5 ROOF PLAN N EbULF
A 6 E/W EXTERIOR ELEVATIONS pop i
A 7 N/S EXTERIOR ELEVATIONS
WINDOW SVuI_S
!C'„°i PLAN -MAIN LEVEL
p g E/W BUILDING SECTIONS A AND B IA I�,,Y PLAN -UPPER LEVEL
A 9 EIW BUILDING SECTIONS C AND D I B ICI, f PLAN -LOWER LEVEL
A 10 N/S BUILDING SECTIONS E AND F I C
A lI E/S WAIL SECTI @GREAT ROOM
11-10 !i''i f R10R ELEVATIONS
A 12 WALL SECTIONS
A 13 E/W WAIL SECTION @ ENTRY
A 14 N/S WALL SECTION @ LAUNDRY
A 15 N/S WAIL SECTION @ MUD ROOM
A 16 DETAIL SHEET
& h-ri IDk"ItAiIt.,SIiffiffl'
So STRUCTURAL NOTES
S I FOUNDATION PLAN
RETAINING WALL SCHEDULE
HOLD DOWN SCHEDULE
S 2 MAIN LEVEL FLOOR FRAMING PLAN
SHEARWALL SCHEDULE
S 3 UPPER LEVEL FLOOR FRAMING PLAN
ROOF FRAMING PLAN
SHEARWALL SCHEDULE
S 4 ROOF FRAMING PLAN
S5 FRAMING DETAILS
S 6 FRAMING DETAILS
E 1 MAIN LEVEL ELECTRICAL PLAN
E 2 ZIPPER LEVEL ELECTRICAL PLAN
E 3 LOWER LEVEL ELECTRICAL PLAN
PORT
TOWNSEND
BAY
FT. FLAGLER
STATE PARK
I Gate Rd.
o�
gEVI5ED SJ�
dated rli_OVED
,,as been APPPERSON
ey IF�FFF1t
"r�.
�mm
ADMIRALTY
INLET
Cm
ack PROJECT
p�
MARROWSTONE
d Aa ISLAND
E. Beach Park Rd.
Bay
v
.S. �19
OVAL Nordland
.ES.
\ l fry Meade Rd.
Hadlock o Scow
Rd. Bay
a
0
OAK Robbins Rd.
DAY
Chimacum
VICINITY PLAT_
z
1' = 5000'
ROGER 1CATZ ■
y Aggp(:IATYS
ARCH1
571 FRICKSF.N AVF.
BAINBRIDGE ISLAND
WASHINGTON 99110
�o
�U
�
C
m
W
�
A
v
^
Q
�s
N 'z
CC
QQ
�Z
y
�
N Q
•n
z
3
a,
z
REVISIONS
SCALE
AS NOTED
DATE SEPrl4' 1-40
SHEET
Al