HomeMy WebLinkAboutBLD2007-00140 • BUILDING PERMIT •
Jefferson County Department of Community Development
621 Sheridan Street, Port Townsend, WA 98368
(360)379-4450 FAX (360)379-4451
PERMIT #: BLD07-00140 Received Date: 3/30/2007
SITE ADDRESS: 396 HAADA LAAS RD Issue Date 6/20/2007
PORT TOWNSEND, 98368 Expiration Date 6/20/2008
OWNER: STEPHEN FOXMAN PHONE: 215-205-8523
BARBARA FOXMAN
8205 SEMINOLE ST
PHILADELPHIA PA 191183929
SUBDIVISION: Block: Lot: TX45-i
PARCEL NUMBER: 001061006 Section: 6 Township: 30 N Range: 01 W
CONTRACTOR: CROCKER CONSTRUCTION CO PHONE: 206-932-1968
4712 SW BRACE POINT DR
SEATTLE WA 98136
Contractor's License CROCKCC9900D Expires 11/13/2007
PROJECT DESCRIPTION: NSFR W/ATT CARPORT, PATIO, DECKS & U/G 1500 GAL PROP TANK
TYPE OF WORK RES SQUARE FOOTAGE:
TYPE OF IMP NEW MAIN: 2,454
VALUATION 948,000.00 ADD'L: 338 HEAT TYPE: RAD
CODE EDITION. 2003 HEAT BASE: HEAT TYPE:
OCCUPANCY: R-3 UNHEATED: #OF STORIES:
OCCUPANCY:
CONST TYPE: 5N OTHER: 33 SHORELINE:
CONST TYPE: GARAGE: 798 SETBACK: 100
DECK: 689 BANK HEIGHT: 140
SEWAGE DISPOSAL: ALT
WATER SYSTEM: PWELL Type Amount Paid By: Date: Receipt:
BEDROOMS: BATHROOMS: Permit $5,361.75 LYK 03/30/07 89669
Exist: 0 Exist: 0 Plan Check $3,485.14 LYK 03/30/07 89669
Prop: 3 Prop: 3 State Building Code. $4.50 LYK 03/30/07 89669
Total: 3 Total: 3 Potable Water Application $58.00 LYK 03/30/07 89669
Total: $8,909.39
Directions to Site:
SEE DIRECTIONS & MAP IN FILE
HEALTH DEPARTMENT AND PUBLIC WORKS 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.
HOT LINE AVAILABLE 24 HOURS A DAY
SPECIAL CONDITIONS APPLY SEE ATTATCHED
tUILDIN PERMITMLA07-00162
G APPLICATiJN Review T : I
yr�
Jefferson County Department of Community Development
621 Sheridan Street Port Townsend, WA 98368
PERMIT #: BLD07-00140 Received Date: 3/30/2007
SITE ADDRESS: 396 HAADA LAAS RD
PORT TOWNSEND, 98368
OWNER: STEPHEN FOXMAN PHONE: 215-205-8523
BARBARA FOXMAN
8205 SEMINOLE ST
PHILADELPHIA PA 191183929
SUBDIVISION: Block: Lot: T 45+
PARCEL NUMBER: 001061006 Section: 6 Township: 30 N Range: 01 W
CONTRACTOR: CROCKER CONSTRUCTION CO PHONE: 206-932-1968
4712 SW BRACE POINT DR
SEATTLE WA 98136
Contractor's License CROCKCC9900D Expires 11/13/2007
REPRESENTATIVE: STEPHEN MONGILLO PHONE: 206-256-0862
AMY WILLIAMS
1932 1ST AVE SUITE 916
PROJECT DESCRIPTION NSFR W/ATT CARPORT, PATIO, DECKS & U/G 1500 GAL PROP
TANK
TYPE OF WORK RES SQUARE FOOTAGE:
TYPE OF IMP NEW MAIN: 2,454
VALUATION 948,000.00 ADD'L: 338 HEAT TYPE: RAD
CODE EDITION: 2003 HEAT BASE: HEAT TYPE:
OCCUPANCY: R-3 UNHEATED: # OF STORIES:
OCCUPANCY:
OTHER: 33
CONST TYPE: 5N GARAGE: 798 SHORELINE:
CONST TYPE: DECK: 689 SETBACK:
BANK HEIGHT:
SEWAGE DISPOSAL: ALT
WATER SYSTEM: PWELL
BEDROOMS: BATHROOMS:
Exist: 0 Exist: 0
Prop: 3 Prop: 3
Total: 3 Total: 3
Routjnq D te:
Type Amount Paid Bv: Date: Receipt: Approved/Date
Permit $5,361.75 LYK 03/30/07 89669 ADRcVEJ
Plan Check $3,485.14 LYK 03/30/07 89669
State Building Code $4.50 LYK 03/30/07 89669 JUN D2007
Potable Water Application $58.00 LYK 03/30/07 89669
Jefferson County Planning
Total: $8,909.39 & Building Department
Jefferson County Building Dillon Permit Num. BLD07-00140
Applicant: FOXMAN
BUILDING PERMIT INSPECTION APPROVALS kpplicable 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 , J
V L/. (t t_L v." .
Erosion Control
Foundation Footing G, 7 --
Footing Drains
Foundation Stem Wall rl,( . r
Underground Plumbing
Under Floor Framing , 11/o7 f r ''b-u-- 3)c3 LoAsh- ;N L tau'C.r sG"os-
Straps(hold downs) I! ,p,� 14, eonxepCt6rz -To �eovi p E PNaToS Cc- SteAPS .2-02-84
Ext. Shear Wall Nailing 1 5/G/09 P kr
y 4.3(. C .-4-e: 5�ew..�welS�.,� Lc.'-Z -�1 WNanae
Rough-in Plumbing t I-3- ,. 2 �,e/A�Ikoe} `afr � 4- ,U` -6i 04(
Framing 1 1 .� ,Q`"�
Airseal l v' 8 1,-
Insulation:Walls , T
Insulation: Floors ✓
Insulation:Ceiling _ _ J 5
Int. Shear Wall Nailing
Sigo8 '1/1/
4Bond (jEecaun SIDE or 2 5'PFD scenetoAu- mar EEADr)
Wallboard Nailing (—cc-Oct ''''-- yyy-eck. Roc' ..It.-2Lk'
Gas Line: Interior 11.- 1-- �l L-6i. 1t-z r als 1+
3 IA 0 1 n)T a&
Gas Line: Exterior S 1(.---C J
Propane Tank
Heat/Chimney Clearance l -,.I-0, 1;; ti�-�.r-.cS,. �k., 4� '`�11 G f` i"Zeg-rSJ ('4
`, (i-1�,..�!l. 1 :1-' C,:, 4 I, L L L i l ) ,' i i. �i. r ,( t t , I Fl
Drywell/Alt Drainage !
Address Posted
FINAL INSPECTION to 24-09 91,- Pk
FINAL INSPECTION MUST BE APPROVED PRIOR TO BUILDING BEING OCCUPIED
THIS PERMIT IS VALID FOR ONE YEAR
(+E)L,.-, 2 P,tp y. ( 11-141 .
• •
CONDITIONS for Building Permit# :BLD07-00140
1.) The application was reviewed by the Jefferson County Department of Community
Development staff on May 8, 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:
Natural/Suburban Shoreline Designation, Seismic Hazard Area, Level III Landslide Hazard
Area, Susceptible Aquifer Recharge Area and Coastal Seawater Intrusion Protection
Zones (SIPZ).
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.) 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.
5.) 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.
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.) 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.
8.) The parcel is located within a co. SIPZ (seawater intrusion protection zoneecording
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.
9.) A vegetative buffer of 30-feet(within the 75 ft top of bank setback) 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.
10.) A Geotechnical Report prepared by Stratum Group dated October 18, 2002 was
submitted in conjunction with the SPAAD application (ZONO2-00097). An updated
Geotechnical Report prepared by Stratum Group dated February 26, 2007 was submitted
in conjunction with the building permit application (BLD07-00140). The report addressed
the stability of the geologic hazard area and provided a more detailed evaluation of the
steep shoreline bluff geologic units. The report addressed the stability of the geologic
hazard area and required a minimum setback of 75-feet from the top of the shorleine bluff.
Setback shall be measured perpendicularly from the top or toe of the geologic hazard to
the any proposed development.
11.) 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.
12.) 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."
13.) All construction activities shall not encroach upon the buffer. This includes the storage or
preparation of materials.
14.) 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.
15.) 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.
16.) 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.
17.) The applicant shall fully adhere to all conditions and requirements of the eagle habitat
management plan.
18.) VOLUNTARY MEASURES OF CSTAL&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.
19.) 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.
20.) MANDATORY MEASURES FOR COASTAL 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.
21.) 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.
22.) The applicant is proposing to create or add 12807 square feet of impervious surface and
16058 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
#10 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.
23.) A Stormwater Slte Plan for a medium project 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.
24.) 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).
25.) The site plan as submitted with the building permit application on March 30, 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 9, 2007 shall be resubmitted for
review and approval by Jefferson County Department of Community Development.
26.) This approval is for a single familky residence with attached carport, patio and decks 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.
27.) Outdoor residential storage shallOnaintained in an orderly manner and shal :ate no
fire, safety, health or sanitary hazard.
28.) 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 stcrage 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.
29.) Minimum setback from Haads Laas Road and/or private ingress/egress easement shall
be 20 feet from edge or right-of-way(s). Minimum side yard setbacks shall be 5 feet.
Minimum setback from top of bank shall be 100 feet for structures and 50 feet for septic
drainfield.
30.) 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.
31.) 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.
32.) Maximum lot coverage is not to exceed 25%. Lot coverage is defined as amount of
impervious surface which includes roof tops, driveways, concrete, etc.
33.) The building height is not to exceed 35 feet.
34.) Roof drainage and any storm water catch basins must not be introduced into the
perimeter footing drain. Roof drains and any other drainage shall be discharged to a
water infiltration system that will distribute water into the ground at the site.
35.) Site grading soils or debris, landscape debris, or any other material shall not be disposed
of over the bluff face or placed at the top of steep bluff.
36.) The eroding bluff acts as a feeder bluff for the beaches northeast of the subject property,
and any shoreline armoring will have a negative impact on properties down drift from the
bluff.
37.) The residence shall be located at least 75 ft from the top of the shoreline bluff. The septic
drainfield shall be located at least 50 ft from the top of the shoreline bluff.
38.) Legal access to said parcel is provided by a 40-foot wide private easment through Lot A
and Lot B of the Carpe Diem Heights subdivision.
39.) Access to the parcel is via Haada Laas Rd, a private road (P456). An address of 395
Haada Laas Rd has been assigned to the parcel.
40.) The parcel has been designated as RR 1:5 under the Jefferson County Comprehensive
Land Use Map effective August 28, 1998.
41.) A septic permit (SEP05-00392) was approved on December 3, 2005 for a system of 360
gallons per day.
42.) The proposed development is located greater than 200 feet from Ordinary High Water
Mark and thus is not required to apply for a Shoreline Exemption Permit as identified in
the Shoreline Management Master Program.
43.) A minimum of two (2) on-site parking spaces are required for the single family residence.
4�N Cp
,��i �'� JEFFERSON COUNTY
` DEPARTMENT OF COMMUNITY DEVELOPMENT
621 Sheridan Street• Port Townsend • Washington 98368
360/379-4450 • 360/379-4451 Fax
•
4$sa�Q� www.co.jefferson.wa.us/commdevelopment
Master Permit Application MLA: O 7- 1CO2.
Project Description(include separate sheets as necessary):
New single-family residence with attached carport
Tax Parcel Property
Number: 001061006 Size: 6.105 acres/265,934 sq. ft. (acres/square feet)
Site Address and/or Directions to Property: 396 Haada Laas Road, Port Townsend, WA 98368
Property Owner(s)of Record: Stephen and Barbara Foxman
Telephone: (445)778-9598 Fax: sfoxman@eckertseamans.com
email:
Mailing Address: 8205 Seminole Avenue, Philadelphia, PA 19118
Applicant/Agent(if different from owner): Steve Mongillo or Amy Williams
Telephone:(206)256-0862 Fax: (206)256-0864 email:smongillo@bcj.com awilliams@bcj.com
Mailing Address: 1932 First Avenue,Suite 916,Seattle,WA 98101
What kind of Permit?(Check each box that applies)
▪Building ❑Variance(Minor,Major or Reasonable Economic Use)
❑ Demolition Permit ❑Conditional Use[C(a),C(d),or C]**
ID Single Family El Discretionary"D"or Unnamed Use Classification
❑Garage Attached/Detached ❑Special Use(Essential Public Facilities)**
❑ Manufactured Home ❑Boundary Line Adjustment
El Modular ❑Short Plat**
❑ Commercial* ❑Binding Site Plan**
❑ Change of Use ❑Long Plat**
❑ Address ❑ Road Approach ❑Planned Rural Residential Development(PRRD)/Amendments**
El Propane ❑ Plat Vacation/Alteration**
❑Allowed"Yes"Use Consistency Analysis El Shoreline Master Program Exemption/Permit Revisions**
El Stormwater Management 0 Shoreline Management Substantial Development**
❑Site Plan Approval Advance Determination(SPAAD)* ❑Shoreline Management Variance
❑Temporary Use ❑Comprehensive Plan/UDC/Land Use District Map Amendment
El Wireless Telecommunication* ❑Jefferson County Shoreline Master Program Amendment
❑Forest Practices Act/Release of Six-Year Moratorium ❑Tree Vegetaion Request
*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 Steve Mongillo or Amy Williams to act as my agent in matters relating to thh. appl' ation for permit(s).
OWNER SIGNATURE / ; Jf v
Date:
By signing this application form,the-oow er/agent attests that the information provided herein,and in any attachments,is true and correct to the best of
his,her or it's knowledge. Any material falsehood or any omission of a material fact made by the owner/agent with respect to this application packet
may result in this permit being null and void.
I further agree to save,indemnify and hold harmless Jefferson County against all liabilities,judgments,court costs,reasonable 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 and right of entry to Jefferson County and its employees,representatives or agents for the sole purpose of application
review and any required later inspections. Staffs access and right of entry will be assumed unless the applicant informs the County in writing at the
time of the application that he or she nts prior notice.
Signature:/ `'nU eute.� z •�- iO4," Date: J <2 3 J
The action or actions Applic will undertake as a result of the issuance of this permit may negatively impact upon one or more threatened or
endangered species and could lead to a potential"take"of an endangered species as those terms are defined in the federal law known as the
"Endangered Species Act"or"ESA."Jefferson County makes no assurances to the applicant that the actions that will be undertaken because this
permit has been issued will not violate the ESA. Any individual,group or agency can file a lawsuit on behalf of an endangered species regarding your
action(s)even if you are in compliance with the Jefferson County development code.The Applicant acknowledges that he,she or it holds individual
and non-transferable res y fo hering to and complying with the ESA. The Applicant has read this disclaim and ' ns and dates it below.
�— / �
Signature: .-- "" "_ � ��+�Vus.a.i r �Qtca-�.� Date: '3. k7
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BUILDER STATEMENT
The signer of this statement does hereby certify that they are the Owners of the parcel referenced herein)that they are not licensed contractors and that ''
they will be assuming the responsi ility of the General Contractor for the proposed project. /
Signatur ' c f*- -r' Date: `?, t'/
GENERAL CONTRACTOR R MANUFACTURED HOME INSTALLER: PHONE: FAX:
Crocker Construction (206 ) 932_1968 (206 ) 932-1969
MAILING ADDRESS: 4712 S.W. Brace Point Drive EMAIL: crockercc@comcast.net
CONTRACTOR'S LICENSE WAINS
NUMBER: CROCKCC9900D NUMBER
ARCHITECT/ENGINEER: Bohlin Cywinski Jackson PHONE (206 ) 256-0862 FAX:(206 ) 256-0864
MAILING ADDRESS: 1932 First Avenue#916,Seattle,WA 98101 EMAIL smongillo@bcj.com awilliams@bcj.com
Project Type: Frame Type: Bathrooms: Shoreline: Type of Sewage Disposal:
V; New r', Wood Existing: II Sewer
Addition v Steel Proposed: 3 Bank Community System
Alteration/Remodel Concrete Total: 3 Height: r I Individual System
I Repair i I Masonry 140' SEP Permit#
Demolition Other: Bedrooms: Water Supply:
Existing: Setback: '•• Private well Two Party
Type of Heat: Proposed: s Public
Total: s 100'
in-floor hydronic Name of System:
If this is a Commercial Project you must answer the following:
Number of Parking Spaces: Current: Proposed: Number of ADA 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 this is a Propane Tank and/or Appliance Installation permit,mark all items below that apply:
(]Underground Tank ❑Above ground Tank (log lighters) Size of Propane Tank: 1500 gallons
0 Heat Stove ❑Cook Stove ❑Woodstove 0 Fireplace Insert 0Hot Water Tank 0 Pellet Stove ❑Other boiler for heating,
Is this appliance being installed in a Manufactured/Mobile Home? Yes /® BBQ connection
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 2454 2�coZ EH Bld App Review: �.al
2nd Floor Heated Consistency Review:
153
Other Heated Base fee: 51
Mezzanine ( 351 ,46a'730 L Additional Section:
Heated Basementem 1 Plan Check fee:
(crawlspace only) 34b5- 1 4-
Unheated Basement State Surcharge fee:
Other Unheated --� - -T is l Pot Water Review fee:
(storage/potting) 33 q3,
Garage/Carport 798 'S .�c SUBTOTAL -I I/UJ_� �(1
Decks 592 j3g53,44 911/Rd Approach fee: .�
(covered portion) alai
Other i-FTD 338 3D299 .94 TOTAL: $ Q
(attic-mechanical) -1
Receipt Number: UDC/
Cash/Check Number: 15
FSLO
ESTIMATED COST(REQUIRED) Date:
,waif m et va ue all labor and materials foundation to finish
$948,000 Initials:
(1.-
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• PERMIT # BED •
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4j!1IIJ \, . JEFFERSON CrOUNTY MI1 � CC
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'► DEPARTMENT OF COMMUNITY DEVELOPMENT
4A j*tro,,K621 Sheridan Street • Port Townsend • Washington 98368 t�a1t. "$ "� CO
p' 360/379-4450 • 360/379-4451 Fax M U1 `_-
TINp http://www.co.jefferson.wa.us/commdevelopment/
STORMWATER SITE PLAN SUBMITTAL TEMPLATE
MLA# 0'1- 1to2 PROJECT/APPLICANT NAME: Foxman Residence(396 Haada Laas Road)
Please answer all of the following questions to the best of your ability. Where the question calls for depiction on a site map, the
applicant may choose to either incorporate the elements into the general plot plan for the Master Land Use Application or to submit a
separate stormwater site plan map.
Project Overview
1. Describe the proposed developed conditions of the site. Indicate position and relative size of proposed improvements on the
site map.
The proposed development is a new three-bedroom single-family residence for Stephen and Barbara Foxman. The property,
parcel number 001061006, is on a bluff on the Strait of Juan de Fuca,south of Mc Curdy Point. The residence includes low decks,
a patio,and an attached carport covered by a vegetated roof. The majority of the site's 6.105 acres will remain undisturbed. Native
grasses, shrubs, and trees will be added in the areas surrounding the building. Additional native trees will be added near the entrance
to the property. Please refer to sheet A1.0, Universal Plot Plan.
2. Describe the existing topography. Indicate contours on the site map.
.From Haada Laas Road,the property slopes gently,falling approximately 30 feet across 700 feet toward the west where the slope
increases significantly at a shoreline bluff approximately 140 feet high. The contours are indicated on sheet A1.0, Universal Plot Plan.
3. Describe the existing vegetation. Indicate native vegetation areas on the site map.
Areas indicated by the"brush line"are wooded primarily with Red Alder, a variety of native shrubs and some invasive non-natives.
A few conifers are also found in this area, and some native Aspen appear at the western edge of the woods. The remainder of the
upper site has clusters of conifers and meadows vegetated by lower native species and numerous invasive non-natives.
4. Describe the existing soils. Indicate soil type on the site map.
The soils of the upper site are glacial till and generally drain well. The bluff is composed of the top layer of till, a layer of sand and
gravel, another layer of till, a layer of compact sand and gravel, compact sand, and a bottom layer of hard silt. The soil type is
typical throughout the site,so is not indicated on the plan. Refer to Geology Evaluation, Shoreline Bluff for layering at the bluff.
5. Describe the existing site hydrology(i.e., drainage; behavior of water on the site—above, below, and on the ground). Indicate
existing stormwater drainage to and from the site on the site map. Depict separate drainage basins on the site map, if
applicable, and indicate acreage of each.
The site sheds water gradually from east to west, infiltrating on site with the exception of that which falls in the bluff area and the
upland area immediately adjacent. Erosion is not evident on the site except at the bluff where it is caused by wave action from
below rather than by stormwater(as noted in the Geology Evaluation, Shoreline Bluff).
APPROVED
6. Describe any excess levels of noise generated by the proposed use or activity: STORMWATER PLAN
This is a single-family residence. No excess levels of noise will be generated.
[UAY - 9 ?AO]
JEFFERSON COUNTY
DEPT.OF�I N
stormwater site plan template.doc—rev.10/12/2003 SIGNATUR 5
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7. Describe significant geographic features and critical areas (i.e., environmentally sensitive areas such as wetlands, streams,
steep slopes,etc.)on the site. Indicate location on the site map.
The site has a steep bluff 140'high to the west,which terminates at the shoreline. It is indicated on sheet A1.0, Universal Plot Plan.
8. Describe the general vicinity of the site, including adjacent land uses and structures, utilities, roads, and sensitive/critical areas
(streams,wetlands, lakes,steep slopes, etc.).
The site is entered at its northeast corner by a private drive from Haada Laas Road. The properties to the north east and south are
rural residential. The Strait of Juan de Fuca is adjacent to the west boundary of the property,separated from the upper site by the
140' bluff.
Permanent Stormwater Control Plan
•
This portion of the Stormwater Site Plan consists of the selection and installation of the appropriate stormwater control BMPs
and facilities to remain in place after construction of the project is completed.
"Medium" size projects are required to have the totals calculated of all impervious surfaces, pollution-generating impervious
surfaces, and pollution-generating pervious surfaces to verify that the thresholds for treatment facilities and flow control
facilities are not exceeded.
g, Describe the developed site hydrology, as proposed. Indicate whether stormwater will be fully dispersed (i.e., per BMP T5.30
in the Manual)or, if not, what types of stormwater flow control will be utilized for the site or specific threshold discharge areas
within the site. Locate these facilities on the site plan and differentiate proposed facilities from existing facilities.
•The site will continue to shed water gradually from east to west, infiltrating on site. The moderately sloping driveway through the site, '
•along the existing track road,will be graded so as to provide sheet flow dispersion to the adjacent undisturbed landscape area as
•described in BMP T5.12. Stormwater from the roofs will be dispersed through the use of downspouts and splashblocks as described .
.in BMP T5.10. The stormwater will be fully dispersed on the site per BMP T5.30. .
10. If the project requires the use of stormwater treatment facilities, describe the types of stormwater treatment facilities proposed
for use on the site. Locate these facilities on the site plan and differentiate proposed facilities from existing facilities. [This is
normally for"large"projects or projects that involve the potential for dispersion of contaminants.]
Stormwater treatment facilities are not required.
11. Describe the performance goals and standards applicable to the project. fit
siC1 „5uN gg • ,..,
N/A Stormwater treatment facilities are not required. 6 i�/Ji l i i r;,
12. -1 senbe-the flow control system
Runoff A.
iArldled through s'het t flow dispersion and roof downspout dispersion . Flow control system is not required.
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water site plan template doc rev 10/1242003!,, .. 6
• •
13. Describe the water quality system.
Mt
N/A Stormwater treatment facilities are not required.
14. Describe the conveyance system analysis and design.
N/A Stormwater treatment facilities are not required. , ,.,
15. Describe the source of fill material, physical characteristics of fill material,and deposition of excess material.
Minimal fill is required for the project. That which is required is for grading to restore a gentle slope around the building. If
possible, material from the site will be used. Otherwise clean medium sandy soil will be imported as needed. Fills are to conform
to UBC Section 3313.3 Fill Material.
16. Proposed methods of placement and compaction consistent with the applicable standards on Appendix Chapter 33 of the
Uniform Building Code.
Placement and compaction of fills are to conform with Section 3313 of the UBC.
17. Describe the proposed surfacing material.
Paved surfaces are to be concrete patio, concrete pavers, crushed rock driving surfaces as shown on sheet A1.0, Universal
Plot Plan.
18. Describe methods for restoration of the site.
In the areas indicated on sheet A1.0, Universal Plot Plan, soils are to be restored in accordance with BMP T5.13. Additional
restoration involves removal of existing invasive plants to the extent possible,and planting with native species as indicated
on the Plot Plan.
19. An Operation and Maintenance Manual is required for each flow control and treatment facility. [This is normally required for
"large" projects only and only those for which facilities are required to control flow or treat runoff.] If included, list the Manuals
here.
N/A Stormwater treatment facilities are not required.
20. List here and include any special reports or studies conducted to prepare the Stormwater Site Plan.
The Geology Evaluation, Shoreline Bluff dated February 26, 2007 and prepared by Stratum Group is referenced herein.
21. List other necessary permits and approvals as required by other regulatory agencies. If those permits or approvals include
conditions that affect the drainage plan or contain more restrictive drainage-related requirements, describe those conditions or
restrictions here.
A Bald Eagle Site Management Plan has been filed with the State of Washington Department of Fish and Wildlife. All other
permits and approvals are to be issued through Jefferson County. These include Application for Determination of Adequate Water
Supply, Shoreline Master Program Exemption, Propane Permit, Building Permit, and Septic Permit. None have more restrictive
drainage-related requirements.
stormwater site plan template.doc—rev.10/12/2003 7
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CONSTRUCTION STORMWATER POLLUTION PREVENTION PLAN (SWPPP)
The Construction SWPPP addresses sediment and erosion control during construction. The BMPs indicated by the applicant in the
template that follows must be installed on the ground during all construction phases of the project. The proponent is responsible for
preventing sediment and erosion impacts to environmentally sensitive areas and off-site areas. Consult the Construction Stormwater
Pollution Prevention (SWPP) Best Management Practices (BMPs) Packet for guidance, particularly with rural residential
development.
SECTION I—CONSTRUCTION SWPPP NARRATIVE
1. Construction Stormwater Pollution Plan Elements. Describe how each of the Construction SWPPP elements has been or
will be addressed. Identify the type and location of BMPs used to satisfy the required element. If an element is not applicable
to the proposal,justify in writing. Descriptions of the 12 Elements are found at section 2.5.2 of the Manual (beginning on page
2-15).
12 Required Elements—Construction SWPPP
1. Mark Clearing Limits.
A zone of construction is marked on drawing A1.0 and will also be clearly marked in the field. All vegetation and
existing grades outside of this zone to be protected. The duff layer, native topsoil, and natural vegetation shall be
retained in an undisturbed state to the extent practicable.
2. Establish Construction Access.
Construction vehicle access will be limited to the existing and proposed road locations.
3. Control Flow Rates.
Not applicable. Construction will not significantly change the volume, velocity, or peak flow rate of stormwater runoff
from the project site.
4. Install Sediment Controls.
Filter fabric fences will be installed prior to excavation and grading. See drawing A1.0 for location of sediment control
fence. Filter fabric fencing shall be installed per BMP C233: Silt Fence.
5. Stabilize Soils.
From May 1 to September 30, no soils shall remain exposed and unworked for more than 7 days. From October 1
through April 30, no soils shall remain exposed and unworked for more than 2 days. Soil stockpiles will be stabilized
and protected with sediment trapping measures such as BMP 123: Plastic Covering
6. Protect Slopes.
Cut and fill slopes will be designed and constructed in a manner that will minimize erosion. Soil type and its
potential for erosion will be considered. If required slopes will be covered per BMP 123: Plastic Covering.
7. Protect Drain Inlets.
Not applicable. There are no drain inlets near the site.
stormwater site plan template.doc—rev.10/12/2003 8
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Sir
12 Required Elements—Construction SWPPP(continued)
8. Stabilize Channels and Outlets.
Not applicable. Conveyance channels are not to be used.
Esc a, 7,01e16+, 1 '
9. Control Pollutants.
Control of pollutants that occur on-site during construction shall be handled using a sediment control fence down
slope from construction areas. Collected pollutants, including waste materials and demolition debris will be •
removed from the site and disposed of. •
10. Control De-Watering(the act of pumping groundwater or stormwater away from an active construction site).
Not applicable. No de-watering water is anticipated.
11. Maintain Best Management Practices(BMPs).
All erosion and sediment control BMPs shall be maintained and repaired as needed. They shall be inspected weekly
in the dry season (or after a runoff-producing storm event)and daily in the wet season. All temporary erosion and
sediment control BMPs shall be removed within 30 days after final site stabilization. Trapped sediment shall be
removed or stabilized on site.
12. Manage the Project.
The construction of the project will be scheduled in order to prevent,to the maximum extent practicable, the transport
of sediment from the development site during construction. Clearing and grading activities shall minimize the
removal of existing trees and minimize the disturbance and compaction of native soils except as needed for building
purposes. Drawing A1.0 shows the zone of construction and the location of the sediment control fence.
2. Adjacent Areas.
a. Description of the adjacent areas that may be affected by site disturbance (e.g., streams, lakes, wetlands, residential
areas, roads).
Access to the site is by way of an unpaved private road. It is unlikely that site disturbance will have any impact on
surrounding roads. Construction will be confined to uphill portions of the site, and a silt fence will be installed to
protect the bluff and shoreline in the event that a large storm causes significant runoff during disturbance.
b. Description of the downstream drainage path leading from the site to the receiving body of water(minimum distance of 400
yards).
From the site the drainage path goes toward a silt fence which is a minimum of 40' and average of 150'from the top
of bluff. It continues to the top of the bluff. From the top of the bluff the drainage path heads down the steep
slope and into the Strait of Juan de Fuca.
3. Environmentally Sensitive Areas.
a. Description of environmentally sensitive areas that are on or adjacent to the site.
A steep slope is on the west side of the site, adjacent to the Strait of Juan de Fuca. It falls within a landslide hazard
area, a shoreline protection area, a seismic area, and an aquifer recharge area, and a bald eagle protection area.
stormwater site plan template.doc—rev.10/12/2003 9
• S , �
b. Description of special requirements for working in or near environmentally sensitive areas.
Landslide requirement is recommendation of setback from top of slope and stormwater dispersion recommendations. Both are
exceeded by shoreline requirements,with 100'setback from top of steep slope,stormwater dispersion, and 30'vegetative buffer.
Eagle protection plan limits tree removal as specified. Please refer to this form, sheet A1.0, Universal Plot Plan, Geology
Evaluation Shoreline Bluff and Bald Eagle Protection Plan.
4. Erosion Problem Areas. Description of potential erosion problems on site in the context of the characteristics of the on-site
soils (e.g., erodibility, settleability, permeability,depth,texture, soil structure).
Erosion is not evident on the site except at the bluff where it is caused by wave action from below rather than by stormwater.
Please refer to Geology Evaluation, Shoreline Bluff.
5. Construction Phasing.
a. Construction sequence
Standard construction sequencing is anticipated,with no special phasing, based upon starting construction in Spring, 2007.
b. Construction phasing (if proposed)
Standard construction sequencing is anticipated,with no special phasing, based upon starting construction in Spring, 2007.
6. Construction Schedule. Wet season is October 1 through April 30(page 2-21 of the Manual).
Provide a proposed construction schedule.
Start: May,2007, Shell Closed: November, 2007, Substantial Completion: September, 2008
II. Wet Season Construction Activities.
a. Proposed wet season construction activities.
Interior partitioning and surfaces, systems installation
b. Proposed wet season construction activities for environmentally sensitive areas.
None. No site work downhill of the house site(within the shoreline or landslide setback areas) is proposed for the wet season.
7. Financial/Ownership Responsibilities.
a. Identify the property owner responsible for the initiation of bonds and/or other financial securities.
Stephen and Barbara Foxman,8205 Seminole Avenue, Philadelphia, PA 19118 445-778-9598(home phone)
b. Describe bonds and/or other evidence of financial responsibility for liability associated with erosion and sedimentation
impacts.
8. Engineering Calculations. Provide Design Calculations on a separate sheet for the following, if applicable.
a. Sediment Ponds/Traps.
b. Diversions.
c. Waterways.
d. Runoff/Stormwater Detention Calculations
stormwater site plan template.doc—rev.10/12/2003 10
•
Stormwater Site Plan Changes
If the designer wishes to make changes or revisions to the originally approved Stormwater Site Plan, the proposed revisions shall be
submitted to DCD prior to construction. The submittal shall include substitute pages that include all proposed changes, revised
drawings showing any structural changes, and any other supporting information that explains and supports the reason for the change.
Final Corrected Plan Submittal
If the project included construction of conveyance systems, treatment facilities, flow control facilities, or structural source control BMPs
(not standard on-site stormwater management BMPs), the applicant shall submit a final corrected plan ("as-builts") when the project is
completed. These should be engineering drawings (stamped by a licensed civil engineer) that accurately represent the project as
constructed.
APPLICANT SIGNATURE
By signing the Construction SWPPP worksheet, I as the applicant/owner attest that the information provided herein is true and
correct to the best of my knowledge. I also certify that this application is being made with the full knowledge and consent of all
owners of the affected property.
•
28 .07
(LANDOW OR AUTHORIZED REPRESENTATIVE SIGNATURE) (DATE)
THIS SPACE MAY BE USED FOR ADDITIONAL NOTES, IF NEEDED:
•
•
JAI'IR• SON lat q
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stormwater site plan template.doc—rev.10/12/2003 12
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NOTE - NATIVE LANDSCAPE
RESTORATION N 30'BUFFER AREA TO
INCLUDE WORK DONE BY HAND ONLY.
FALLEN TREE
TO BE REMOVED
PROPOSED MEADOW RESTORATION
OUTSIDE Or CONSTRUCTION ACTIVITY
ZONE TO INCLUDE INVASIVE SPECIES
REMOVAL ;OIL AMENDMENT AS
NEEDED MD OVERSEEDING OF
EXISTING AEADOW GRASSES.
PROPERTY DESCRIPTION:
JEFFERSON COUNTY TAX PARCEL NUMBER 001061006
ADDRESS: 396 HAADA LAAS ROAD, PORT TOWNSEND, WASHINGTON 98368
PER EXHIBIT "A" OF AUDITOR'S FILE NUMBER 506104, RECORDS OF JEFFERSON COUNTY, WASHINGTON:
GOVERNMENT LOT 2,EXCEPT THE SOUTH 660 FEET THEREOF OF SECTION 6, TOWNSHIP 30 NORTH, RANGE 1 WEET, WILLAMETTE
MERIDIAN, JEFFERSON COUNTY, WASHINGTON.
TOGETHER WITH AN EASEMENT FOR INGRESS, EGRESS AND UTILITIES OVER, UNDER, ACROSS AND THROUGH THE FOLLOWING
DESCRIBED PROPERTY: THE NORTH 20 FEET OF THE NORTH HALF OF THE SOUTHEAST QUARTER OF THE NORTHEAST QUARTER
OF SECTION 6, TOWNSHIP 30 NORTH, RANGE 1 WEST, WILLAMETTE MERIDIAN, JEFFERSON COUNTY, WASHINGTON.
ALSO OVER THE EAST 20 FEET OF GOVERNMENT LOT 2,EXCEPT THE SOUTH 955.00 THEREOF, IN SECTION 6,-OWNSHIP 30
NORTH, RANGE 1 WEST, WILLAMETTE MERIDIAN.
ALSO, AN EASEMENT FOR ACCESS TO THE BEACH OVER THE NORTH 20 FEET OF THE NORTH HALF OF GOVERNMENT LOT 2,IN
SECTION 6, TOWNSHIP 30 NORTH, RANGE 1 WEST, WILLAMETTE MERIDIAN, IN JEFFERSON COUNTY, WASHINGTON.
TOTAL SIZE OF PROPERTY:
AREA
OF
PARCEL AS CALCULATED
TO
BALANCED
GOVERNMENT
MEANDER LINE:
6.105 ACRES
(265,934
SQUARE
FEET)
AREA
OF
PARCEL AS CALCULATED
TO
ORDINARY
HIGH WATER
(AS DETERMINED BY VEGETATION METHOD):
5.957 ACRES
(259,487
SQUARE
FEET)
Foxman Residence
396 Haada Laas Road
Port Townsend, Washington
Jefferson County
Tax Parcel Number 001061006
&I
/ �0+
Q P0_
o pF GQ,�
QQpp NATIVE LANDSCAPE RESTORATION
SHRUBS & GROUND PROPOSEDNATIVE
/ REMOVAL OF INVASIVE SPECIES)
�u SHED (33 SQ.FT.
ENCROACHES ON SITE)
6 TREE -8 (< 24" DBH )
TO BE REMOVED
;P TREES (-91 - 10 SAPLING
�oQ�p} TO BE REMOVED
LOW DECK600sr
STORMWATER
TRENCHION
Y
A SEPT
�s Bl 'TANK
�!/ �Op'
�jST"ING/DR
_.
E S W SLO EATYP)
00
s
s� v SILT FENCE FOR
SEDIMENT CONTROL /
DURING CONSTRUCTION
HAZARD TREE (-3) c
TO BE REMOVED ce`°
ST PERSIO ER /
DISERSfON TRENCH
TELEPHONE AND Jce �c
CABLE PEDESTAL /
ELECTRIC POWER VAULT c
AND TRANSFORMER t�
G
LOG
GUEST HOUSE
LOG
HOUSE
PROPERTY DESCRIPTION:
Bohlin Cywinski Jackson I Universal Plot Plan
Architecture Planning Interior Design
Seattle / Wilkes Barre / Pittsburgh / Philadelphia / Berkeley
1932 First Avenue, Suite 916 Voice: 206-256-0862
Seattle, WA 98101-1052 Fax: 206-256-0864
1069'-B"
LOW DEC 90'
I PROPOSED
RESIDENCE
2487 SF,
FOOTPRINT-
PATIQ^k11 +
LODEC
"M.�ORT ' +
(798�
x�PAV S
i
APN 001-061-013
ADJACENT RESIDENTIAL LOT
PROPOSED MEADOW TO RESTORE
CONSTRUCTION ACTIVITY ZONE
INCLUDING SOIL AMENDMENT AND
NATIVE MEADOW GRASS SEEDING.
PROPOSED NATIVE
CONIFER TREES
PROPOSED NATIVE
DECIDUOUS TREES
.'7,,
40 FT. WIDE EASEMENT FOR
INGRESS, EGRESS, AND UTILITIES
(PER CARPE DIEM SHORT PLAT',
20 FT. WIDE EASEMENT FOR
INGRESS, EGRESS, AND UTILITIES
(PER DEED)
N
EDGE OF ROAD
ELECTRIC POWER VAULT
AND TRANSFORMER— \
TELEPHONE PEDESTAL—
PROPPTY LINE, TYP
MINIPUM SIDE SETBACK, 1
NEW GATE
MINIMUM REAR SETBACK, TYP
PROPERTY LINE, TYP
�m PROPOSED PROPANE TANK
(UNDERGROUND)-I!�Tm
EXISTING WELL
I BRUSH LINE
-
i1 {II, II
' (TYP INDICATION)
o
PROPOSED
SEPTIC
X G 39'V.I.F
RERTNSEV AREA ,� 141' V.I.F.
ZONE CONSTRUCTION, " HDUSENMP /
(TYP I DICATION) D I I
CRUSHED ROCK,DRIV AY
ALONG EXISTING Y CK ROAD i I I ti
—CRU ED ROCK 9'-6" WIDE, TYP, 0' LON
DRIV WAY/PARKING '
BR SH LINE
(T P INDICATION) I I
N 00 06"1-6
--------- -- ------ % 0>
MINIMUM SIDE SETBACK, TYP ^0ti
PROPERTY LINE, TYP
'Y'v
1
1
I
1 ,
I ,
114
o
91' V.LF.
FALLEN TREE
TO BE REMOVED
ELECTRIC APN 001-061-001 APN 001-061-011
METER AND PANEL
GENERATOR ADJACENT RESIDENTIAL LOT I ADJACENT RESIDENTIAL LOT
APPROVED
SITE PLAN
Stormwater BMP's MAY - 9 2007 I
Required �''Vwc__/
DEPT. OF JEFFERSON COUN
SUNITf DTEYLO§ti1EPCvT' n_g
I I
APN 001-061-014
ADJACENT RESIDENTIAL LOT
N
0 10 50 100 200
3/14/07
PERMIT SET DATE
06402
Not for Construction BCJ PROJECT NO.
Al
0
1" = 50' ■
AW/SM I SM
DRAWN BY CHECKED BY I SHEET NUMBER