HomeMy WebLinkAboutBLD2003-00530 4) BUILDING PERMIT APPLIcTION MLLA03 00482
ype: I
Jefferson County Department of Community Development Review T
621 Sheridan Street Port Townsend, WA 98368
PERMIT #: BLD03-00530 Received Date: 8/20/2003
SITE ADDRESS: c:` BUCKHORN PL
PORT TOWNSEND, 98368
OWNER: WILHELMENA M QUILICI PHONE: (916) 419-0480
CHERON P DUDLEY
2230 MINDEN WAY
SACRAMENTO CA 95835
SUBDIVISION: KALA POINT#4 Block: Lot:
PARCEL NUMBER: 965000118 Section: 27 Township: 30 N Range: 01 W
CONTRACTOR: CRANSTON CONSTRUCTION PHONE: 732-7208
PO BOX 944
PORT HADLOCK WA 98339
Contractor's License CRANSCC070J7 Expires 3/10/2004
REPRESENTATIVE: RANDY CRANSTON PHONE: (360) 732-7208
PO BOX 944
PORT HADLOCK WA 98339
PROJECT DESCRIPTION NEW SINGLE FAMILY RESIDENCE WITH ATTACHED GARAGE
TYPE OF WORK RES SQUARE FOOTAGE:
TYPE OF IMP NEW MAIN: 1,752
VALUATION 185,000.00 ADD'L: HEAT TYPE: PRO
CODE EDITION: 1997 HEAT BASE: HEAT TYPE:
OCCUPANCY: R-3 UNHEATED: #OF STORIES:
OCCUPANCY:
CONST TYPE: 3N OTHER: SHORELINE:
CONST TYPE: GARAGE: 685 SETBACK:
DECK: 320 BANK HEIGHT:
SEWAGE DISPOSAL: OSS
WATER SYSTEM: KALA PT PARCEL TAGS: YES NO
BEDROOMS: BATHROOMS: STORMWATER: YES NO AREA
Exist: Exist: Wetland Erosion
Prop: 3 Prop: 2 Seismic Streams
Total: 3 Total: 2 Flood Way Floodplain
Routing Date: F&W Landslide
e(..2_9(
02j Pg43 Shoreline Aquifer
Forest: Commercial Rural
Type Amount Paid By: Date: Receipt: A in kiolvdate
Permit $1,469.75 MJA 08/20/03 58327&58329 rsE '
Plan Check $955.34 MJA 08/20/03 58327&58329
State Building Code $4.50 MJA 08/20/03 58327&58329 OCT , 8 2003
Potable Water Application $51.00 MJA 08/20/03 58327&58329 Jefferson County Planning
Total: $2,480.59 & Building Department
601.9A'
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BUILDING PERMIT
Jefferson County Department of Community Development
621 Sheridan Street, Port Townsend, WA 98368
(360)379-4450 FAX (360)379-4451
PERMIT #: BLD03-00530 Received Date 08/20/2003
SITE ADDRESS: 52 BUCKHORN PL Issue Date 10/8/2003
PORT TOWNSEND, 98368
APPLICANT: WILHELMENA M QUILICI PHONE: (916)419-0480
CHERON P DUDLEY
2230 MINDEN WAY
SACRAMENTO CA 95835
SUBDIVISION: KALA POINT#4 Block: Lot: 121
PARCEL NUMBER: 965000118 Section: 27 Township: 30 N Range: 01 W
CONTRACTOR: CRANSTON CONSTRUCTION PHONE: 732-7208
PO BOX 944
PORT HADLOCK WA 98339
Contractor's License: CRANSCC070J7 Expires: 03/10/2004
LOAN LENDER/
BOND HOLDER:
PROJECT DESCRIPTION: NEW SINGLE FAMILY RESIDENCE WITH ATTACHED GARAGE
REQUIRED INSPECTIONS:
[ ] SETBACKS:
[ ] UFFER: //-/3'Di
( ] Footing. _//[�/117-,3/
(° ] - Foundation /43
[ ] Underground Plumbing: j 14-NK� LANE wit-oxro 3A6y
][ v '
Underground Insulation:
[d/ Shear Wall €L \-V3.vc-
G.,K Framing: e_ /AS/ V
(11/ Plumbi g 2j
[ ] Propane Tank/ Lines: 42—_n/T y
[ ] Insulation: (A, f'-c -5 Urt 6y
(.4-7 Sheetrockf .3/8/a/ _
[ ] Septic Sytem Final Approval:
( 1 Zoning Final Approval:
[ Final/Occupancy Approval: 0 ( ( c--a i
HEALTH 6 E'ARTMENT 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 REVERSE
•
SPECIAL CONDITIONS FOR CASE A BLD03-00530
1.) The application was reviewed by the Jefferson County Department of Community
Development staff on September 10, 2003 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:
Special Aquifer Recharge Protection Area, Coastal Seawater Intrusion Protection Zone
(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.) 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.
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.
5.) 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.
6.) 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.
7.) The parcel is located within a coastal SIPZ (seawater intrusion protection zone)according
to the County GIS map. There are voluntary and mandatory measures identified in the
Jefferson County Seawater Intrusion Policy(Resolution 44-22, effective September 23,
2002)that apply to well drilling proposals and building permit applications on existing lots
of record.
A Coastal SIPZ is defined as: all islands and area within one-quarter mile of marine
shoreline, but no history of chloride concentration above 100 mg/L in groundwater sources
within 1000 feet.
•
8.) MANDATORY MEASUREEOR 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.
9.) Kala Point Water System provides potable water to this site.
10.) A septic permit (SEP03-00074)was approved April 4, 2003 for a system with capacity of
360 gallons per day.
11.) Buckhorn PI (P370) is a private road. A road approach permit is not required, and an
address of 52 Buckhorn PI has been assigned to the parcel.
12.) The applicant is proposing to create or add 4,308 square feet of impervious surface and
4,908 square feet of land disturbing activities. Sections 6.6 and 6.7 of the Jefferson
County Unified Development Code requires that your proposal submit a stormwater plan
meeting Minimum Requirements#1 through #5 of the Stormwater Management Manual
for Western Washington.
13.) A Stormwater 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.
14.) Jefferson County determined that this proposal is categorically exempt from review under
the State Environmental Policy Act(SEPA) pursuant to WAC 197-11-800(1)(b)(i).
15.) Outdoor residential storage shall be maintained in an orderly manner and shall create no
fire, safety, health or sanitary hazard.
16.) Not more than two (2) unlicensed or inoperable vehicles shall be stored on any lot less
than one-half acre 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 Unified Development
Code (UDC) Section 6. Outdoor storage of thirteen (13)or more unlicensed or inoperable
vehicles is prohibited except in those districts where specified as an automobile wrecking
yard or junk (or salvage)yard and allowed as a Permitted Use in Table 3-1 of the UDC,
and such storage shall meet the requirements of UDC Section 4.10. In no case, shall any
such unlicensed or inoperable vehiclesbe stored in an Environmentally Sensitive Area
(ESA).
17.) Maximum lot coverage is not to exceed 25%. Lot coverage is defined as amount of
impervious surface which includes rooftops, driveways, concrete, etc.
18.) The building height is not to exceed 35 feet.
19.) Minimum setback fromBuckhorn PI is 20 feet. Minimum side and rear setbacks are 5
feet.
20.) A minimum of two (2)on-site parking spaces are required for the single family residence.
21.) This parcel was created through the Kala Point#4 subdivision June 12, 1978 and
recorded under AFN 250563, Vol 6, pp 29-32 of Long Plats with the Jefferson County
Auditor.
22.) The site plan as submitted with the building application on August 20, 2003 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 October 2, 2003 shall be resubmitted for review
and approval by Jefferson County Department of Community Development.
23.) This approval is for a single family residence 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.
I:\F_BLD_Permit_Buildng.rpt 10/29/1999
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Project Description• .
Building Type: Project Type: LI;fa ype: . -1
N Single Family W New G -
• Garag;..it;. , • Detached 0 Addition _ Wood
❑ Modular JEFFE, . 0 111TY
❑ Alteration/Remodel r� r,7 t�� t�s�r. E]] !,a ,,rPMENT
❑ Commercial ❑ Repair ------------
❑ Masonry
❑ Multi-family/#of Units ❑ Demolition 0 Other
❑ Industrial
❑ Other:
Bathrooms: Bedrooms: Type of Sewage Disposal: Type of Heat:
Choose one:
Existing: 4- Existing. — ❑ Sewer 0 Community System ❑ Electricity ❑ Oil
Proposed: Proposed: I Individual System ❑ Woodstove Propane
Total: Total:
If not sewer,fill out the following: ❑ Heat Pump
❑ Conventional ❑ Alternative ❑ Other
Permit# SEP
Water Supply:
❑ Private well ❑ Two Party Well❑ Public:Name of water system:# 40L4f#Q/Nr
Square Footage: For Office Use Only
Main Floor f? 6 .}- l t q. 110. 'J(c Consistency Review 47.00
2ND Floor 0 . Base fee \4 CI.1S
3rd Floor D
Plan Check fee—65% q 55
Htd Basement C? State Surcharge fee Lt-
Unhtd Basement 0 Subtotal - -59
Garage/Carport 615.5- (Co I L. 4S Pot Water Review fee `F2.Oa)
Decks ' a.O 7 5-1Z• 40 911/Rd Approach fee (4t. 00
Commercial TOTAL 2-(e •59
l
Industrial jj2g( J Receipt# U 3 7
"J
Other Cash/Check# si3
Total Valuation: Initials P►j",
Or Date aG
Estimated Cost: 1 Q 'S OdeA. 0
If within 200' of the • • • . •,
Distance to Bank or Ordinary High Water 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.
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 it's employees,representatives or agents for the purpose of application review and any required later inspections.
Access and right of entry to the applicant's property or structure shall be requested and shall occur during regular business hours.
CA• Signature: , 1 _,_. Date: 8-1.)-/Q_3
/ 0V _ '�,
H:HOME\PLNCNTR\INFOBLDG\FORMS\BLDpermitApplication 11-8-01
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8Stormwater Management Planning&Mitigation itSEP 29
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KEPT Of C mMg0 OEN ry
MLA#: MLA03-00482 EtOPMENT
Case#: BLD03-00530
Parcel Number: 965 000 118 4 PpR
r'E1
Legal: Plat of Kala Point Division 4,in Section 27,Township 30 orth, : n't e O Y
WM ER pL,
Property Owner[s]: Wilhemena M. Quilici&Cheron Dudley OCr 2
2230 Minden Way 2003
Sacramento,California 95835 JEF
Sl tigT`,Rfi�m COUNTY
Site Address: 52 Buckhom Place,Port Townsend,Washington 98368A. by
�1
Scope of Project: _.
The project is a single-family residence with attached garage that is to be constructed at 52 Buckhorn Place
in the Kala Point residential development. The lot is to be minimally cleared with the intent of preserving
the owner's wish to maintain existing flora. The site has a minimal slope, gradually sloping from west to
east approximately six [6] feet over the center line length of 234 feet. It is the owner's intent and
responsibility to provide this plan for stormwater management of the subject site.
Soils Analysis from the"Soil Survey of Jefferson County Area,Washington":
The principal soil type for the subject site is "Clallam Gravelly Sandy Loam" [CmC]. Its nominal depth to
bedrock is>60 feet. The seasonal water table is>5 feet. Its USDA texture is noted as gravelly sandy loam
that is weakly cemented, very compact gravelly sandy loam glacial till. Permeability is 0.6-2.0 inches per
hour,with an available water capacity of 0.7-0.9 inches per inch of soil. Shrink-swell potential is low
In summary this soil type is well drained, with permeability moderate. Runoff is slow to medium and the
hazard to soil erosion is slight to moderate.
Stormwater Management Manual[Western Washington)Impervious Surface Project Classification
The proposed project has between 2,000 and 4,999 square feet of impervious surface will be created when
the project is complete defining the project as a"Medium Project" . Therefore,a stormwater plan is
required,meeting"Minimum Requirements#1 through#5 of the Jefferson County Stormwater
Management Requirements for Medium Projects.
,
Minimum Requirement#1: Preparation of Stormwater Site Plan
The following eight steps contain applicant responses which guided the development of the formal
stormwater management plan submitted.
1. Collect and analyze information on existing conditions: Soils cataloging noted above, coupled with
local rainfall[low] lead to the design decisions contained herein.
C:\My Documents WForms\Stormwater Management-Medium.doc 9/28/03 1
Minimum Requirement#2: Construction Stormwater Pollution Prevention Continued:
9. Control Pollutants. Construction debris/waste and potential pollutants therefrom, is to have such
material packaged and hauled off to the Jefferson County Sanitary Landfill disposal areas. There is to
be no onsite burning,and cleaning of the construction site is to be performed a weekly basis. Potential
pollutants will be placed in a secure locker when required for security.
Maintenance and repair of heavy equipment and vehiles involving oil, hudraulic system fluids,
solvents, degreasing /cleaning operations and other activities which could result in site polluntant
discharge shall not normally take place on site. Emergency repairs may be performed on-site using
temporary plastic placed beneath,on, and/or over the machinery, including the use of drip pans.
10. Control De-Watering. De-watering of excess [pooling] water during construction will be the same as
for storm water run-off management, and through the use of filter fencing, and to include natural
transpo-evaporation and soil abosorbtion.
11. Maintain BMP's. Work will be phased and BMP's will be maintained during the course of
construction. The contraction is charged to inspect the site daily to inspect for potential run-off
problems, and then manage abatement if necessary. All temporary erosion and sediment control
BMP's will be removed within 30 days after final site stabilization is achieved or after the temporary
BMP's are no longer needed. Trapped sediment shall be removed or stabilized on site. Disturbed soil
areas resulting from removal of BMP's or vegetation will be permanently stabilized with vegetation.
12. Manage the Project.All work will be done under the supervision of the contractor and property owner.
This plan will be on-site with the official building permit copies. Inquires and or complaint are to be
directed appropriately[info to be posted on site].
Minimum Requirement#3:Source Control of Pollution
Most pollution can be controlled by effectively managing the construction process and maintaining
approved BMP's, including keeping the site clean, dispose of pollutants at approved offsite facilities, no
burning,etc..To that end,the contractor and property owner make their respective commitment to fulfill the
responsibilities established by this plan.
Minimum Requirements#4:Preservation of Natural Drainage Systems and Outfalls
The topography of this site, coupled with the sandy soils typical of the Kala Point area, and the planned
BMP's mentioned herein will result in negligible impact on drainages and/or waterways in the area. Post
project run-off from this area, after containment, rarely impacts surrounding properties. It typically soaks
into the sandy soils, and the maintenance of natural vegetation [second and third order growth] contributes
to a natural on-site buffer and filter for the preservation of the natural drainage systems.
Minimum Requirement#5: On-Site StormwaterManagement
On-site stormwater management practices are designed to provide infiltration, dispersal, and retention of
runoff on-site to the extent that it is feasible without causing pooling, or erosional impacts. The
management methods of construction stormwater and pollutants are covered in the previous statements.
Primarily it consists of planning, implementation, assessment, and maintenance, supervised ultimately by
the property owner,with clear understanding of the roles of the property owner and contractors.
For this proposed project,the primary solution for long-term on-site stormwater management is one used on
other Kala Point area projects that has exhibited success is as follows:
• Water management from the roof downspouts is designed to be consistent with Chapter 3 of Volume
III and Dispersion and Soil Quality BMP's: roof water runoff to gutter downspouts will be captured
into 4-inch tight-line pipes which can transition to an surface swale and dissipate into the soil. During
the construction process [prior to fmished piping] outfall is contained by the straw bale and/or filter
fabric fence.In the long term it is filtered through the vegetation and soaks into the sandy soils.
C:\My Documents\Forms\Stormwater Management-Medium.doc 9/28/03 3
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Minimum Requirement#1: Preparation of Stormwater Site Plan Continued:
2. Prepare preliminary development layout: The attached site plan depicts an accurate preliminary
development layout
3. Perform off-site analysis if required by Jefferson County:none required to this point.
4. Determine applicable minimum requirements: Unified Development Code standards,and Uniform
Building Code provisions,and review by the Kala Point Architectural Committee have been
incorporated into the preliminary development layout.
5. Prepare a"Permanent Stormwater Control Plan": The preliminary development plan has incorporated
permanent stormwater control measures.The attached specifications for"Filter Fabric Fence"and
"Straw Bale Barrier"depict the construction phase stormwater management plan.
6. Prepare a "Construction Stormwater Pollution Prevention Plan": The plan for construction
debris/waste and potential pollutants therefrom,is to have such material packaged and hauled off to the
Jefferson County Sanitary Landfill disposal areas. There is to be no onsite burning,and cleaning of the
construction site is to be performed a weekly basis.
7. Complete the "Stormwater Site Plan": The owner will arrange and contract the completion
[implementation] of the final approved stormwater site plan, having full responsibility for
implementation.
8. Check compliance with all applicable Minimum Requirements: Jefferson County Department of
Community Development will review this management plan for consistency with relative requirements
prior to implementation.
Minimum Requirement#2: Construction Stormwater Pollution Prevention
The following twelve elements of construction stormwater pollution prevention response are provided by
the applicant:
1. Mark Clearing Limits. The site is a surveyed parcel, and has been marked by the contractor based upon
the plot plan as part of the building permit application.
2. Construction Access. Site and construction ccess will be limited to one [1] proposed driveway
entrance from Buckhorn Place, an asphaltic- concrete paved surface [cul-de-sac]. Four [4] inch and
under basaltic rock spalls will be placed on the subject property to provide less sediment transfer to the
road surface from vehicle movement off the building site during construction. The contractor will
clean the cul-de-sac thoroughly at the end of each day when sediment is evident, by brooming to the
site,followed by controlled wash back to the site.
3. Control Flow Rates.The attached specifications for"Filter Fabric Fence"and"Straw Bale Barrier"
depict the construction phase stormwater management plan. A straw des-silt fence will be built before
clearing to contain any run-off.It also serves to reduce flow velocities of run-off on-site. This de-silt
fence will be placed inside the property line at the edge of land disturbance and area will be left
vegetated thereafter to the property line.
4. Install Sediment Controls.The attached specifications for"Filter Fabric Fence"and"Straw Bale
Barrier"depict the construction phase stormwater management incorporated into the site plan.
5. Stabilize Soils. Straw mulch and/or perforated visqueen will be applied to disturbed areas, and
stabilized in place by staking and/or sand bags,where necessary immediately after exposure, or within
two days of exposure should the subject area need re-working. Any soil stockpile will be stabilized
and protection with the same sediment trapping measures.
6. Protect Slopes. The afore-mentioned soil stabilization method will suffice for slope protection on the
subject site due to the level terrain of the site.
7. Protect Drain Inlets. No formal protection of drain inlets is anticipated, as there are none in the
vicinity of the subject project site.
8. Stabilize Channels and Inlets. No formal stabilization of channels and inlets is anticipated,as there are
none in the vicinity of the subject project site.
C:\My Documents\Forms\Stormwater Management-Medium.doc 9/28/03 2
Minimum Requirement#5: On Site Stormwater Management Continued
• The run off from the driveway will be contained on-site by sloping the surface to shed water to the
downhill South side and opposite side of the driveway where more that adequate setback from the
property line coupled with native and planted vegetation will provide filtering. This technique works
well in the Kala Point area due to the excellent drainage of the soils.
• Landscaping will be completed by the owner after receiving occupancy certification by Jefferson
County. As noted above, the owner will maintain the existing periferal lot area natural vegetation
[second and third order growth] contributes to a natural on-site buffer and design landscaping to ward
against promoting off-site and on-site stormwater problems.
• Insurance coverage for adverse impacts from stormwater and pollution run-off is part of the
contractor's license and bonding coverage, throughout the construction process. Adverse impacts
from stormwater run-off to adjacent private properties will be addressed by the property owner and
contractor's commitment to the responsibilities contained herein.
Jefferson County has fmal occupancy certification for the residence,which will include compliance with
this plan.
Ultimately,there are civil remedies for disputes between property owners in the Codes,Covenants,and
Restrictions of the Kala Point Development.
However,the owners have full purpose and intent to be"good neighbors"and abide by this plan.
Prepared by:
Aumock Designworks
For Cranston Construction,Randy Cranston,owner
September 2003
C:\My Documents\Forms\Stormwater Management-Medium.doc 9/28/03 4
STORMWATER MANAGEMENT '
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