HomeMy WebLinkAbout15 MLA17-00019 CASES, FINDINGS, CONDITIONS & PERMISSIONS CASES, FINDING, CONDITIONS, PERMISSIONS FOR
Parcel 021204015
Printed: June 2, 2017
Cases Name Review Status Planner
Type
CAM16-00438 SMITH NA M Emma Bolin
Application Received: 9/7/2016 Permit Issued/Case closed: 9/7/2016 Case Finaled:
What permits do I need for a 7,200 square foot greenhouse?
No findings, conditions, or permissions found.
FPA2600803 PIERSON F
Application Received: 7/3/1997 Permit Issued/Case closed: Case Finaled: 8/4/1997
No findings, conditions, or permissions found.
BLD08-00178 MLA08-00208 BLAND JR I F Michelle Farfan
Application Received: 4/25/2008 Permit Issued/Case closed: 7/22/2008 Case Finaled: 7/15/2009
NSFR W/WOODSTOVE
1.) DESIGN CRITERIA FOR SPLASHBLOCKS:
A VEGETATED FLOWPATH OF AT LEAST 50 FEET SHOULD BE MAINTAINED BETWEEN THE DISCHARGE
POINT AND ANY PROPERTY LINE, STRUCTURE, STEEP SLOPE, STREAM, WETLAND, LAKE, OR OTHER
IMPERVIOUS SURFACE. SENSITIVE AREA BUFFERS MAY COUNT TOWARD FLOWPATH LENGTHS.
A MAXIMUM OF 700 SQUARE FEET OF ROOF AREA MAY DRAIN TO EACH SPLASHBLOCK.
A SPLASHBLOCK OR A PAD OF CRUSHED ROCK(2 FEET WIDE BY 3 FEET LONG BY 6 INCHES DEEP)
SHOULD BE PLACED AT EACH DOWNSPOUT DISCHARGE POINT.
NO EROSION OR FLOODING OF DOWNSTREAM PROPERTIES MAY RESULT.
FOR SITES WITH SEPTIC SYSTEMS, THE DISCHARGE POINT MUST BE DOWNSLOPE OF THE PRIMARY AND
RESERVE DRAINFILED AREAS.
2.) CONSTRUCTION ENTRANCES SHALL BE STABILIZED WHEREVER TRAFFIC WILL BE LEAVING A
CONSTRUCTION SITE AND TRAVELING ON PAVED ROADS OR OTHER PAVED AREAS WITHIN 1,000 FEET OF
THE SITE.
THE ENTRANCE SHALL BE CONSTRUCTED ON A FIRM COMPACTED SUBGRADE.
QUARRY SPALLS (OR HOG FUEL) SHALL BE ADDED IF THE PAD IS NO LONGER IN ACCORDANCE WITH THE
SPECIFICATIONS. (BMP C105, 2005 DOE STORMWATER MANUAL).
ANY SEDIMENT THAT IS TRACKED ONTO PAVEMENT SHALL BE REMOVED BY SHOVELING OR STREET
SWEEPING. THE SEDIMENT COLLECTED BY SWEEPING SHALL BE REMOVED OR STABILIZED ON STIE.
ANY QUARRY SPALLS THAT ARE LOOSENED FROM THE PAD, WHICH END UP ON THE ROADWAY SHALL BE
REMOVED IMMEDIATELY.
UPON PROJECT COMPLETION AND SITE STABILIZATION, ALL CONSTRUCTION ACCESSES INTENDED AS
PERMANENT ACCESS FOR MAINTENANCE SHALL BE PERMANENTLY STABILIZED.
3.) The application was reviewed by the Jefferson County Department of Community Development staff on July 21, 2008
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: SARPA aquifer recharge area; coastal & at-risk
SIPZ.
4.) 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.
5.) Susceptible Aquifer Recharge Areas are those with geologic and hydrologic conditions that promote rapid infiltration of
recharge waters to groundwater aquifers.
IS
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6.) 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.
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.) Marine shorelines and islands are susceptible to a condition that is known as seawater intrusion. Seawater intrusion
is a condition in which the saltwater/freshwater interface in an aquifer moves inland so that wells drilled on upland
areas cannot obtain freshwater suitable for public consumption without significant additional treatment and cost.
Maintaining a stable balance in the saltwater/freshwater interface is primarily a function of the rate of aquifer recharge
(primarily through rainfall)and the rate of groundwater withdrawals (primarily through wells). The Washington
Department of Ecology is the agency with statutory authority to regulate groundwater withdrawal for individual wells in
Jefferson County. New development, redevelopment, and land use activities on islands and in close proximity to
marine shorelines in particular should be developed in such a manner to maximize aquifer recharge and maintain the
saltwater/freshwater balance to the maximum extent possible by infiltrating stormwater runoff so that it recharges the
aquifer.
9.) The parcel is located within an At Risk 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.
An At Risk SIPZ is defined as: areas within 1,000 feet of a groundwater source with a history of chloride analyses
between 100 mg/L and 200 mg/L(milligrams per liter).
10.) To help prevent seawater from intruding landward into underground aquifers, all new development activity on
Marrowstone Island, Indian Island and within 1/4 mile of any marine shoreline shall be required to infiltrate all
stormwater runoff onsite.
11.) The property owner shall comply with Water Conservation Measures (per list maintained by the UDC Administrator).
12.) The applicant is proposing to create or add 1768 square feet of impervious surface and 1768 square feet of land
disturbing activities. JCC 18.30.060 and 18.30.070 require your proposal comply with Minimum Requirement#2
(Construction Stormwater Pollution Prevention)of the Department of Ecology Stormwater Management Manual for
Western Washington to control stormwater, erosion and sediment during construction. BMPs shall address
permanent measures to stabilize soil exposed during construction, and in the design and operation of stormwater and
drainage control systems.
13.) The project shall 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.
14.) Jefferson County determined that this proposal is categorically exempt from review under the State Environmental
Policy Act(SEPA) pursuant to WAC 197-11-800(1)(b)(i).
15.) The revised site plan dated July 11, 2008 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 July 21, 2008 shall be resubmitted for review and approval by Jefferson County
Department of Community Development.
16.) 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.
17.) The parcel has been designated as RR 1:10 under the Jefferson County Comprehensive Land Use Map effective
August 28, 1998.
18.) Outdoor residential storage shall be maintained in an orderly manner and shall create no fire, safety, health or sanitary
hazard.
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9.) Not more than 2 unlicensed vehicles shall be stored on any lot unless totally screened from view of neighboring
dwellings and rights-of-way. Such screening shall meet all applicable performance and development standards
specific to the district in which the storage is kept, and shall be in keeping with the character of the area. Screening
shall meet the requirements of Chapter 18.30 JCC. Outdoor storage of 3 or more junk motor vehicles is prohibited
except in those districts where specified as an 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.
20.) A minimum of two (2)on-site parking spaces shall be provided for the single family residence.
21.) Maximum lot coverage is not to exceed 25%. Lot coverage is defined as amount of impervious surface which
includes roof tops, driveways, concrete, etc.
22.) Minimum setback from Flagler Road right-of-way shall be 30 feet. Minimum side and rear yard setbacks shall be 5
feet.
23.) 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.
24.) Lighting fixtures shall be designed and hooded to prevent the light source from being directly visible from outside the
boundaries of the property. The intensity or brightness of all lighting, during construction and after project completion
shall not adversely affect the use of surrounding properties or adjoining rights-of-way.
25.) The building height is not to exceed 35 feet.
26.) an address of 9272 Flagler Road, Nordland has been assigned to the parcel. Flagler Road is a state major collector.
27.) The parcel is served by the Quim per public water system.
28.) A septic permit(SEP07-0389)was approved on March 11, 2008. A wet-season evaluation is filed with SEP07-0389.
BLD17-00093 MLA17-00019 SMITH I P Patrick Hopper
Application Received: 3/8/2017 Permit Issued/Case closed: Case Finaled:
NEW GREENHOUSE 78X140 I-OR I-502
ZON 17-00002&ZON 17-00003
SEP07-00389
1.) The application was reviewed by the Jefferson County Department of Community Development staff on March 22nd,
2017 for the potential presence of Critical Areas under the provisions of the Unified Development Code (UDC). After
an initial Geographic Information Systems mapping review and an investigative site inspection, the following Critical
Areas were confirmed to be present on the subject property: Type F Stream, Fish and Wildlife Habitat Conservation
Area, Special Aquifer Recharge Protection Area, At Risk SIPZ.
2.) MLA17-00019 /5
ZON17-00002
ZON 17-00003
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.) 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.) A Type F Stream (Fish and Wildlife Habitat Conservation Area) has been identified on the subject property. The
stream will require a buffer of 150-feet. The buffer shall be measured horizontally from the Ordinary High Water Mark
(OHWM). Fish and Wildlife Habitat Areas shall also have Buffers and Building Setbacks established.
The identified Fish and Wildlife Habitat Area (Type F Stream), shall maintain a vegetative buffer setback of 150 feet.
The setback shall be measured horizontally from the Ordinary High Water Mark(OHWM)to the New Greenhouse for
1-502.
6.) Stream 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.
7.) An additional setback of five (5)feet is required from the edge of the buffer area to the proposed New Greenhouse for
1-502.
8.) A permanent physical separation along the boundary of the buffer area shall be installed and permanently maintained.
Such separation can include installing logs, trees, a hedgerow, or any other prominent physical marking approved by
the UDC Administrator.
Buffer perimeters shall be marked with temporary signs at an interval of one per parcel or every one hundred (100)
feet, whichever is less. Signs shall be in place prior to and during construction activities. The signs shall contain the
following statement: "Buffer- Do Not Remove or Alter Existing Vegetation."
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9.) 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.
10.) The parcel is located within an At Risk 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
61-02, effective September 23, 2002)that apply to well drilling proposals and building permit applications on existing
lots of record.
11.) 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.
12.) VOLUNTARY MEASURES OF COASTAL&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.
13.) VOLUNTARY MEASURES OF COASTAL &AT RISK SIPZ:
1. Installation of a flow meter. 15
2. On-going well monitoring for chloride concentration.
3. Submittal of monitoring data to County.
14.) MANDATORY MEASURES FOR AN AT RISK 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 requirements:
a. Chloride concentration of a laboratory-certified well water sample submitted with building permit application.
b. Installation of a flow meter.
c. On-going well monitoring for chloride concentration.
d. Submittal of flow and chloride data to the County per monitoring program.
3. If public water is unavailable, a qualifying alternative system may be used as proof of potable water.
15.) The applicant is proposing to create or add 10,080 square feet of impervious surface and 10,080 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.
16.) The project shall adhere to the Best Management Practices (BMPs)to control stormwater, erosion and sediment
during construction. BMPs shall address permanent measures to stabilize soil exposed during construction, and in
the design and operation of stormwater and drainage control systems.
17.) This approval is for a New Greenhouse for 1-502 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.
18.) The site plan as submitted with the New Greenhouse for 1-502 application on 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 shall be
resubmitted for review and approval by Jefferson County Department of Community Development.
19.) PLH
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20.) No plumbing has been reviewed or approved for this project by Jefferson County Public Health. Additional
requirements may apply if plumbing is proposed.
21.) Approval of this permit does not provide any assurance of future approvals for onsite sewage disposal on the property
or use of any existing septic systems. Actions taken to date and proposed as part of this project may limit or prevent
future development of an onsite sewage system. Future proposals must meet current code at the time of application.
22.) This project is to permit a greenhouse for the production of recreational marijuana under 1-502 regulations. The
irrigation water will be PUD Quimper public water and per the owner all workers will live on site and utilize the
residential septic system for sanitary needs. This approval does not permit nor has there been review, for the
additional of employees beyond those living on site.
23.) JCPH approval for the septic system connection is approved based on the growing operation using soil as the growing
medium. The use of hydroponic or water based growing media IS NOT approved.
24.) JCPH approval is based on the proponent's statement that no processing of'edibles'will be taking place on the
premises. If production of'edibles' is proposed at a later date further review is required to determine if there is
adequate capacity in the onsite sewage system. Water use information and waste strength testing will be required
prior to further review and approval.
PRJ17-00019 MLA17-00019 SMITH P
Application Received: 3/8/2017 Permit Issued/Case closed: Case Finaled:
CONDTIONIAL USE (D)l YPE II WITH PUBLIC WORKS STORMWATER REVIEW
No findings, conditions, or permissions found.
ZON17-00002 MLA17-00019 SMITH II P Patrick Hopper
Application Received: 3/7/2017 Permit Issued/Case closed: Case Finaled:
Proposal for a conditional (discretionary) use permit for Olympus Gardens, Washington State Liquor and Cannabis
Board License#412943 for Tier 3, 10,000 square foot of canopy for production and a cottage industry permit for
processing of recreational marijuana (The type of processing will be for flower and dry sifted hash) in a rural residential
1:10 zone on Marrowstone Island, case MLA17-00019. Production and processing will take place entirely inside a
10,080 square foot, 23 foot tall greenhouse, being reviewed under building permit BLD17-00093. Type A full screen
landscaping is required to screen use from the road and adjacent parcels. Project shall comply with all applicable JCC
sections, including JCC 18.20.295 Recreation Marijuana. The project is exempt from SEPA review under WAC
197-11-800(1)(b)(iii)and JCC 18.40.750(1)(c).
1.) This project is to permit a greenhouse and associated zoning approvals for the production of recreational marijuana
under 1-502 regulations. The irrigation water will be PUD Quimper public water and per the owner all workers will live
on site and utilize the residential septic system for sanitary needs. This approval does not permit nor has there been
review, for the additional of employees beyond those living on site.
2.) JCPH approval for the septic system connection is approved based on the growing operation using soil as the growing
medium. The use of hydroponic or water based growing media IS NOT approved.
3.) JCPH approval is based on the proponent's statement that no processing of'edibles'will be taking place on the
premises. If production of'edibles' is proposed at a later date further review is required to determine if there is
adequate capacity in the onsite sewage system. Water use information and waste strength testing will be required
prior to further review and approval.
ZON17-00003 MLA17-00019 SMITH II P Patrick Hopper
Application Received: 3/8/2017 Permit Issued/Case closed: Case Finaled:
Proposal for a conditional (discretionary) use permit for Olympus Gardens, Washington State Liquor and Cannabis
Board License#412943 for Tier 3, 10,000 square foot of canopy for production and a cottage industry permit for
processing of recreational marijuana (The type of processing will be for flower and dry sifted hash) in a rural residential
1:10 zone on Marrowstone Island, case MLA17-00019. Production and processing will take place entirely inside a
10,080 square foot, 23 foot tall greenhouse, being reviewed under building permit BLD17-00093. Type A full screen
landscaping is required to screen use from the road and adjacent parcels. Project shall comply with all applicable JCC
sections, including JCC 18.20.295 Recreation Marijuana. The project is exempt from SEPA review under WAC
197-11-800(1)(b)(iii)and JCC 18.40.750(1)(c).
1.) This project is to permit a greenhouse and associated zoning approvals for the production of recreational marijuana
under 1-502 regulations. The irrigation water will be PUD Quimper public water and per the owner all workers will live
on site and utilize the residential septic system for sanitary needs. This approval does not permit nor has there been
review, for the additional of employees beyond those living on site.
2.) JCPH approval for the septic system connection is approved based on the growing operation using soil as the growing
medium. The use of hydroponic or water based growing media IS NOT approved.
3.) JCPH approval is based on the proponent's statement that no processing of'edibles'will be taking place on the
premises. If production of'edibles' is proposed at a later date further review is required to determine if there is
adequate capacity in the onsite sewage system. Water use information and waste strength testing will be required
prior to further review and approval.
OTH06-00002 BLAND JR P -t"1P ITC (
Application Received: 1/10/2006 Permit Issued/Case closed: Case Finaled: 15
WET SEAS EVAL. filed to SEP07-00389
No findings, conditions, or permissions found.
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PRE16-00038 SMITH M
Application Received: 12/7/2016 Permit Issued/Case closed: 1/20/2017 Case Finaled:
Building for Marijuana production and processing.
No findings, conditions, or permissions found.
SEP07-00389 BLAND JR F
Application Received: 12/26/2007 Permit Issued/Case closed: 3/11/2008 Case Finaled: 7/15/2009
OTH06-2 filed here
1.) This permit was issued to correct a violation of WAC 246-272A. The permit must be completed within 90 days of the
date of issuance.
2.) Approval/issuance of a sewage disposal permit does not guarantee the approval of other development or a building
permit on this site. Compliance with other Jefferson County and Washington State Codes is required.
3.) H - AS PER WAC 246-272AAND JEFFERSON COUNTY CODE 8.15 ALL SYSTEMS REQUIRE MONITORING.
THIS SEWAGE DISPOSAL SYSTEM WILL REQUIRE AN ACTIVE MONITORING AGREEMENT RECORDED TO
THE PROPERTY TITLE PRIOR TO FINAL APPROVAL OF THE SEWAGE DISPOSAL SYSTEM.
4.) As per Jefferson County Code 8.15 all onsite sewage systems require monitoring. Monitoring shall be provided by an
approved entity. THIS SYSTEM IS REQUIRED TO BE INSPECTED PER JEFFERSON COUNTY CODE 8.15 AS
ADOPTED OR AMENDED.
5.) If pumping is required to the system location due to elevation of residence a minimum of a 1000 gallon chamber must
be installed to allow for adequate settling of the waste water.
6.) Health Dept. required to observe pressure test with system designer when system fully installed/complete, 48 hours
notice to be provided for scheduling.
7.) Designer must be contacted prior to start of construction and for inspections during installation. DESIGNER IS
REQUIRED TO DO A PRECOVER INSPECTION ON ALL TYPES OF SYSTEMS.
8.) Notification of the start of construction shall be faxed or emailed to Jefferson County Public Health ONE WORKING
DAY prior to start.
9.) H -An asbuilt drawing and certification of completion by the designer is required prior to final approval.
10.) Before final approval is given, the designer shall provide an operations and maintenance manual to the property
owner and the Health Department. The manual must instruct the owner of the on site sewage system on the ways to
properly operate and maintain all components of the system.
11.) Setbacks to all wells- 100' required from drainfield and reserve areas. 50' required from tanks and effluent transport
lines.
12.) 10' separation required between a Water line and all portions of the onsite sewage system; effluent transport line,
tanks, treatment and disposal components.
13.) H - Permanent barriers are required along/around primary and reserve drainfield areas to protect from parking,
driving, and other land disturbing activities prior to final.
14.) Dry season installation required.
15.) Curtain Drain required a minimum of 10' upgradient of primary and reserve drainfields. No portion of the curtain drain
shall be perforated pipe or graveled where it is adjacent to or downgradient of the Glendon Pods. The portion of the
existing ditch that meets this description shall be tightlined and backfilled with native material.
16.) All components of the septic system are to be completely protected from vehicular traffic or mechanical disturbance.
17.) Drainlines are to be installed along the natural contours.
18.) Contact designer prior to installation for staking of drainfield area. IS
19.) Divert all sources of drainage, including roof drains away from septic tank and drainfield area. (�
20.) Any portion of transport line under a driven way is to be sleeved/cased or equivalent.
21.) Septic tank and pump chamber to be water tight. Extra protection (i.e. Bentonite)to be used around inlet, outlet, and
risers due to high water table.
22.) Dose counter and elapsed time meter are required in the control panel for all system components.
23.) Approval of this sewage disposal permit does not preclude the permit holder from complying with the Unified
Development Code for other/future development on the site.
24.) Approval of this onsite sewage permit that includes an accessory dwelling unit does not assure that a building permit
for an accessory dwelling unit will be approved. Building permit applications are subject to the requirements at the
time of application, of the Jeff. Co. Building Code, Zoning Ordinance, Comprehensive Land Use Plan and Land Use
Procedures Ordinance as well as any other environmental approvals duly adopted by Jefferson County, the State of
Washington or any other agency with Jurisdiction.
25.) The project shall adhere to the Best Management Practices (BMPs)to control stormwater, erosion and sediment
during construction. BMPs shall address permanent measures to stabilize soil exposed during construction, and in
the design and operation of stormwater and drainage control systems.
26.) The application was reviewed by the Jefferson County staff 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: stream, seawater intrusion protection zone.
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SOM07-00389 BLAND JR RCR
Application Received: 12/26/2007 Permit Issued/Case closed: 8/31/2016 Case Finaled:
No findings, conditions, or permissions found.
Is
1 Y
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CASES, FINDING, CONDITIONS, PERMISSIONS FOR
Parcel 021204015
Printed: June 2, 2017
Cases Name Review Status Planner
Type
CAM16-00438 SMITH NA M Emma Bolin
Application Received: 9/7/2016 Permit Issued/Case closed: 9/7/2016 Case Finaled:
What permits do I need for a 7,200 square foot greenhouse?
No findings, conditions, or permissions found.
FPA2600803 PIERSON F
Application Received: 7/3/1997 Permit Issued/Case closed: Case Finaled: 8/4/1997
No findings, conditions, or permissions found.
BLD08-00178 MLA08-00208 BLAND JR I F Michelle Farfan
Application Received: 4/25/2008 Permit Issued/Case closed: 7/22/2008 Case Finaled: 7/15/2009
NSFR W/WOODSTOVE
1.) DESIGN CRITERIA FOR SPLASHBLOCKS:
A VEGETATED FLOWPATH OF AT LEAST 50 FEET SHOULD BE MAINTAINED BETWEEN THE DISCHARGE
POINT AND ANY PROPERTY LINE, STRUCTURE, STEEP SLOPE, STREAM, WETLAND, LAKE, OR OTHER
IMPERVIOUS SURFACE. SENSITIVE AREA BUFFERS MAY COUNT TOWARD FLOWPATH LENGTHS.
A MAXIMUM OF 700 SQUARE FEET OF ROOF AREA MAY DRAIN TO EACH SPLASHBLOCK.
A SPLASHBLOCK OR A PAD OF CRUSHED ROCK(2 FEET WIDE BY 3 FEET LONG BY 6 INCHES DEEP)
SHOULD BE PLACED AT EACH DOWNSPOUT DISCHARGE POINT.
NO EROSION OR FLOODING OF DOWNSTREAM PROPERTIES MAY RESULT.
FOR SITES WITH SEPTIC SYSTEMS, THE DISCHARGE POINT MUST BE DOWNSLOPE OF THE PRIMARY AND
RESERVE DRAINFILED AREAS.
2.) CONSTRUCTION ENTRANCES SHALL BE STABILIZED WHEREVER TRAFFIC WILL BE LEAVING A
CONSTRUCTION SITE AND TRAVELING ON PAVED ROADS OR OTHER PAVED AREAS WITHIN 1,000 FEET OF
THE SITE.
THE ENTRANCE SHALL BE CONSTRUCTED ON A FIRM COMPACTED SUBGRADE.
QUARRY SPALLS (OR HOG FUEL) SHALL BE ADDED IF THE PAD IS NO LONGER IN ACCORDANCE WITH THE
SPECIFICATIONS. (BMP C105, 2005 DOE STORMWATER MANUAL).
ANY SEDIMENT THAT IS TRACKED ONTO PAVEMENT SHALL BE REMOVED BY SHOVELING OR STREET
SWEEPING. THE SEDIMENT COLLECTED BY SWEEPING SHALL BE REMOVED OR STABILIZED ON STIE.
ANY QUARRY SPALLS THAT ARE LOOSENED FROM THE PAD, WHICH END UP ON THE ROADWAY SHALL BE
REMOVED IMMEDIATELY.
UPON PROJECT COMPLETION AND SITE STABILIZATION, ALL CONSTRUCTION ACCESSES INTENDED AS
PERMANENT ACCESS FOR MAINTENANCE SHALL BE PERMANENTLY STABILIZED.
3.) The application was reviewed by the Jefferson County Department of Community Development staff on July 21, 2008
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: SARPA aquifer recharge area; coastal & at-risk
SIPZ.
4.) 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.
5.) Susceptible Aquifer Recharge Areas are those with geologic and hydrologic conditions that promote rapid infiltration of
recharge waters to groundwater aquifers.
IS
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6.) 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.
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.) Marine shorelines and islands are susceptible to a condition that is known as seawater intrusion. Seawater intrusion
is a condition in which the saltwater/freshwater interface in an aquifer moves inland so that wells drilled on upland
areas cannot obtain freshwater suitable for public consumption without significant additional treatment and cost.
Maintaining a stable balance in the saltwater/freshwater interface is primarily a function of the rate of aquifer recharge
(primarily through rainfall)and the rate of groundwater withdrawals (primarily through wells). The Washington
Department of Ecology is the agency with statutory authority to regulate groundwater withdrawal for individual wells in
Jefferson County. New development, redevelopment, and land use activities on islands and in close proximity to
marine shorelines in particular should be developed in such a manner to maximize aquifer recharge and maintain the
saltwater/freshwater balance to the maximum extent possible by infiltrating stormwater runoff so that it recharges the
aquifer.
9.) The parcel is located within an At Risk 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.
An At Risk SIPZ is defined as: areas within 1,000 feet of a groundwater source with a history of chloride analyses
between 100 mg/L and 200 mg/L(milligrams per liter).
10.) To help prevent seawater from intruding landward into underground aquifers, all new development activity on
Marrowstone Island, Indian Island and within 1/4 mile of any marine shoreline shall be required to infiltrate all
stormwater runoff onsite.
11.) The property owner shall comply with Water Conservation Measures (per list maintained by the UDC Administrator).
12.) The applicant is proposing to create or add 1768 square feet of impervious surface and 1768 square feet of land
disturbing activities. JCC 18.30.060 and 18.30.070 require your proposal comply with Minimum Requirement#2
(Construction Stormwater Pollution Prevention)of the Department of Ecology Stormwater Management Manual for
Western Washington to control stormwater, erosion and sediment during construction. BMPs shall address
permanent measures to stabilize soil exposed during construction, and in the design and operation of stormwater and
drainage control systems.
13.) The project shall 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.
14.) Jefferson County determined that this proposal is categorically exempt from review under the State Environmental
Policy Act(SEPA) pursuant to WAC 197-11-800(1)(b)(i).
15.) The revised site plan dated July 11, 2008 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 July 21, 2008 shall be resubmitted for review and approval by Jefferson County
Department of Community Development.
16.) 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.
17.) The parcel has been designated as RR 1:10 under the Jefferson County Comprehensive Land Use Map effective
August 28, 1998.
18.) Outdoor residential storage shall be maintained in an orderly manner and shall create no fire, safety, health or sanitary
hazard.
2
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9.) Not more than 2 unlicensed vehicles shall be stored on any lot unless totally screened from view of neighboring
dwellings and rights-of-way. Such screening shall meet all applicable performance and development standards
specific to the district in which the storage is kept, and shall be in keeping with the character of the area. Screening
shall meet the requirements of Chapter 18.30 JCC. Outdoor storage of 3 or more junk motor vehicles is prohibited
except in those districts where specified as an 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.
20.) A minimum of two (2)on-site parking spaces shall be provided for the single family residence.
21.) Maximum lot coverage is not to exceed 25%. Lot coverage is defined as amount of impervious surface which
includes roof tops, driveways, concrete, etc.
22.) Minimum setback from Flagler Road right-of-way shall be 30 feet. Minimum side and rear yard setbacks shall be 5
feet.
23.) 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.
24.) Lighting fixtures shall be designed and hooded to prevent the light source from being directly visible from outside the
boundaries of the property. The intensity or brightness of all lighting, during construction and after project completion
shall not adversely affect the use of surrounding properties or adjoining rights-of-way.
25.) The building height is not to exceed 35 feet.
26.) an address of 9272 Flagler Road, Nordland has been assigned to the parcel. Flagler Road is a state major collector.
27.) The parcel is served by the Quim per public water system.
28.) A septic permit(SEP07-0389)was approved on March 11, 2008. A wet-season evaluation is filed with SEP07-0389.
BLD17-00093 MLA17-00019 SMITH I P Patrick Hopper
Application Received: 3/8/2017 Permit Issued/Case closed: Case Finaled:
NEW GREENHOUSE 78X140 I-OR I-502
ZON 17-00002&ZON 17-00003
SEP07-00389
1.) The application was reviewed by the Jefferson County Department of Community Development staff on March 22nd,
2017 for the potential presence of Critical Areas under the provisions of the Unified Development Code (UDC). After
an initial Geographic Information Systems mapping review and an investigative site inspection, the following Critical
Areas were confirmed to be present on the subject property: Type F Stream, Fish and Wildlife Habitat Conservation
Area, Special Aquifer Recharge Protection Area, At Risk SIPZ.
2.) MLA17-00019 /5
ZON17-00002
ZON 17-00003
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.) 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.) A Type F Stream (Fish and Wildlife Habitat Conservation Area) has been identified on the subject property. The
stream will require a buffer of 150-feet. The buffer shall be measured horizontally from the Ordinary High Water Mark
(OHWM). Fish and Wildlife Habitat Areas shall also have Buffers and Building Setbacks established.
The identified Fish and Wildlife Habitat Area (Type F Stream), shall maintain a vegetative buffer setback of 150 feet.
The setback shall be measured horizontally from the Ordinary High Water Mark(OHWM)to the New Greenhouse for
1-502.
6.) Stream 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.
7.) An additional setback of five (5)feet is required from the edge of the buffer area to the proposed New Greenhouse for
1-502.
8.) A permanent physical separation along the boundary of the buffer area shall be installed and permanently maintained.
Such separation can include installing logs, trees, a hedgerow, or any other prominent physical marking approved by
the UDC Administrator.
Buffer perimeters shall be marked with temporary signs at an interval of one per parcel or every one hundred (100)
feet, whichever is less. Signs shall be in place prior to and during construction activities. The signs shall contain the
following statement: "Buffer- Do Not Remove or Alter Existing Vegetation."
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9.) 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.
10.) The parcel is located within an At Risk 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
61-02, effective September 23, 2002)that apply to well drilling proposals and building permit applications on existing
lots of record.
11.) 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.
12.) VOLUNTARY MEASURES OF COASTAL&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.
13.) VOLUNTARY MEASURES OF COASTAL &AT RISK SIPZ:
1. Installation of a flow meter. 15
2. On-going well monitoring for chloride concentration.
3. Submittal of monitoring data to County.
14.) MANDATORY MEASURES FOR AN AT RISK 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 requirements:
a. Chloride concentration of a laboratory-certified well water sample submitted with building permit application.
b. Installation of a flow meter.
c. On-going well monitoring for chloride concentration.
d. Submittal of flow and chloride data to the County per monitoring program.
3. If public water is unavailable, a qualifying alternative system may be used as proof of potable water.
15.) The applicant is proposing to create or add 10,080 square feet of impervious surface and 10,080 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.
16.) The project shall adhere to the Best Management Practices (BMPs)to control stormwater, erosion and sediment
during construction. BMPs shall address permanent measures to stabilize soil exposed during construction, and in
the design and operation of stormwater and drainage control systems.
17.) This approval is for a New Greenhouse for 1-502 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.
18.) The site plan as submitted with the New Greenhouse for 1-502 application on 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 shall be
resubmitted for review and approval by Jefferson County Department of Community Development.
19.) PLH
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20.) No plumbing has been reviewed or approved for this project by Jefferson County Public Health. Additional
requirements may apply if plumbing is proposed.
21.) Approval of this permit does not provide any assurance of future approvals for onsite sewage disposal on the property
or use of any existing septic systems. Actions taken to date and proposed as part of this project may limit or prevent
future development of an onsite sewage system. Future proposals must meet current code at the time of application.
22.) This project is to permit a greenhouse for the production of recreational marijuana under 1-502 regulations. The
irrigation water will be PUD Quimper public water and per the owner all workers will live on site and utilize the
residential septic system for sanitary needs. This approval does not permit nor has there been review, for the
additional of employees beyond those living on site.
23.) JCPH approval for the septic system connection is approved based on the growing operation using soil as the growing
medium. The use of hydroponic or water based growing media IS NOT approved.
24.) JCPH approval is based on the proponent's statement that no processing of'edibles'will be taking place on the
premises. If production of'edibles' is proposed at a later date further review is required to determine if there is
adequate capacity in the onsite sewage system. Water use information and waste strength testing will be required
prior to further review and approval.
PRJ17-00019 MLA17-00019 SMITH P
Application Received: 3/8/2017 Permit Issued/Case closed: Case Finaled:
CONDTIONIAL USE (D)l YPE II WITH PUBLIC WORKS STORMWATER REVIEW
No findings, conditions, or permissions found.
ZON17-00002 MLA17-00019 SMITH II P Patrick Hopper
Application Received: 3/7/2017 Permit Issued/Case closed: Case Finaled:
Proposal for a conditional (discretionary) use permit for Olympus Gardens, Washington State Liquor and Cannabis
Board License#412943 for Tier 3, 10,000 square foot of canopy for production and a cottage industry permit for
processing of recreational marijuana (The type of processing will be for flower and dry sifted hash) in a rural residential
1:10 zone on Marrowstone Island, case MLA17-00019. Production and processing will take place entirely inside a
10,080 square foot, 23 foot tall greenhouse, being reviewed under building permit BLD17-00093. Type A full screen
landscaping is required to screen use from the road and adjacent parcels. Project shall comply with all applicable JCC
sections, including JCC 18.20.295 Recreation Marijuana. The project is exempt from SEPA review under WAC
197-11-800(1)(b)(iii)and JCC 18.40.750(1)(c).
1.) This project is to permit a greenhouse and associated zoning approvals for the production of recreational marijuana
under 1-502 regulations. The irrigation water will be PUD Quimper public water and per the owner all workers will live
on site and utilize the residential septic system for sanitary needs. This approval does not permit nor has there been
review, for the additional of employees beyond those living on site.
2.) JCPH approval for the septic system connection is approved based on the growing operation using soil as the growing
medium. The use of hydroponic or water based growing media IS NOT approved.
3.) JCPH approval is based on the proponent's statement that no processing of'edibles'will be taking place on the
premises. If production of'edibles' is proposed at a later date further review is required to determine if there is
adequate capacity in the onsite sewage system. Water use information and waste strength testing will be required
prior to further review and approval.
ZON17-00003 MLA17-00019 SMITH II P Patrick Hopper
Application Received: 3/8/2017 Permit Issued/Case closed: Case Finaled:
Proposal for a conditional (discretionary) use permit for Olympus Gardens, Washington State Liquor and Cannabis
Board License#412943 for Tier 3, 10,000 square foot of canopy for production and a cottage industry permit for
processing of recreational marijuana (The type of processing will be for flower and dry sifted hash) in a rural residential
1:10 zone on Marrowstone Island, case MLA17-00019. Production and processing will take place entirely inside a
10,080 square foot, 23 foot tall greenhouse, being reviewed under building permit BLD17-00093. Type A full screen
landscaping is required to screen use from the road and adjacent parcels. Project shall comply with all applicable JCC
sections, including JCC 18.20.295 Recreation Marijuana. The project is exempt from SEPA review under WAC
197-11-800(1)(b)(iii)and JCC 18.40.750(1)(c).
1.) This project is to permit a greenhouse and associated zoning approvals for the production of recreational marijuana
under 1-502 regulations. The irrigation water will be PUD Quimper public water and per the owner all workers will live
on site and utilize the residential septic system for sanitary needs. This approval does not permit nor has there been
review, for the additional of employees beyond those living on site.
2.) JCPH approval for the septic system connection is approved based on the growing operation using soil as the growing
medium. The use of hydroponic or water based growing media IS NOT approved.
3.) JCPH approval is based on the proponent's statement that no processing of'edibles'will be taking place on the
premises. If production of'edibles' is proposed at a later date further review is required to determine if there is
adequate capacity in the onsite sewage system. Water use information and waste strength testing will be required
prior to further review and approval.
OTH06-00002 BLAND JR P -t"1P ITC (
Application Received: 1/10/2006 Permit Issued/Case closed: Case Finaled: 15
WET SEAS EVAL. filed to SEP07-00389
No findings, conditions, or permissions found.
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PRE16-00038 SMITH M
Application Received: 12/7/2016 Permit Issued/Case closed: 1/20/2017 Case Finaled:
Building for Marijuana production and processing.
No findings, conditions, or permissions found.
SEP07-00389 BLAND JR F
Application Received: 12/26/2007 Permit Issued/Case closed: 3/11/2008 Case Finaled: 7/15/2009
OTH06-2 filed here
1.) This permit was issued to correct a violation of WAC 246-272A. The permit must be completed within 90 days of the
date of issuance.
2.) Approval/issuance of a sewage disposal permit does not guarantee the approval of other development or a building
permit on this site. Compliance with other Jefferson County and Washington State Codes is required.
3.) H - AS PER WAC 246-272AAND JEFFERSON COUNTY CODE 8.15 ALL SYSTEMS REQUIRE MONITORING.
THIS SEWAGE DISPOSAL SYSTEM WILL REQUIRE AN ACTIVE MONITORING AGREEMENT RECORDED TO
THE PROPERTY TITLE PRIOR TO FINAL APPROVAL OF THE SEWAGE DISPOSAL SYSTEM.
4.) As per Jefferson County Code 8.15 all onsite sewage systems require monitoring. Monitoring shall be provided by an
approved entity. THIS SYSTEM IS REQUIRED TO BE INSPECTED PER JEFFERSON COUNTY CODE 8.15 AS
ADOPTED OR AMENDED.
5.) If pumping is required to the system location due to elevation of residence a minimum of a 1000 gallon chamber must
be installed to allow for adequate settling of the waste water.
6.) Health Dept. required to observe pressure test with system designer when system fully installed/complete, 48 hours
notice to be provided for scheduling.
7.) Designer must be contacted prior to start of construction and for inspections during installation. DESIGNER IS
REQUIRED TO DO A PRECOVER INSPECTION ON ALL TYPES OF SYSTEMS.
8.) Notification of the start of construction shall be faxed or emailed to Jefferson County Public Health ONE WORKING
DAY prior to start.
9.) H -An asbuilt drawing and certification of completion by the designer is required prior to final approval.
10.) Before final approval is given, the designer shall provide an operations and maintenance manual to the property
owner and the Health Department. The manual must instruct the owner of the on site sewage system on the ways to
properly operate and maintain all components of the system.
11.) Setbacks to all wells- 100' required from drainfield and reserve areas. 50' required from tanks and effluent transport
lines.
12.) 10' separation required between a Water line and all portions of the onsite sewage system; effluent transport line,
tanks, treatment and disposal components.
13.) H - Permanent barriers are required along/around primary and reserve drainfield areas to protect from parking,
driving, and other land disturbing activities prior to final.
14.) Dry season installation required.
15.) Curtain Drain required a minimum of 10' upgradient of primary and reserve drainfields. No portion of the curtain drain
shall be perforated pipe or graveled where it is adjacent to or downgradient of the Glendon Pods. The portion of the
existing ditch that meets this description shall be tightlined and backfilled with native material.
16.) All components of the septic system are to be completely protected from vehicular traffic or mechanical disturbance.
17.) Drainlines are to be installed along the natural contours.
18.) Contact designer prior to installation for staking of drainfield area. IS
19.) Divert all sources of drainage, including roof drains away from septic tank and drainfield area. (�
20.) Any portion of transport line under a driven way is to be sleeved/cased or equivalent.
21.) Septic tank and pump chamber to be water tight. Extra protection (i.e. Bentonite)to be used around inlet, outlet, and
risers due to high water table.
22.) Dose counter and elapsed time meter are required in the control panel for all system components.
23.) Approval of this sewage disposal permit does not preclude the permit holder from complying with the Unified
Development Code for other/future development on the site.
24.) Approval of this onsite sewage permit that includes an accessory dwelling unit does not assure that a building permit
for an accessory dwelling unit will be approved. Building permit applications are subject to the requirements at the
time of application, of the Jeff. Co. Building Code, Zoning Ordinance, Comprehensive Land Use Plan and Land Use
Procedures Ordinance as well as any other environmental approvals duly adopted by Jefferson County, the State of
Washington or any other agency with Jurisdiction.
25.) The project shall adhere to the Best Management Practices (BMPs)to control stormwater, erosion and sediment
during construction. BMPs shall address permanent measures to stabilize soil exposed during construction, and in
the design and operation of stormwater and drainage control systems.
26.) The application was reviewed by the Jefferson County staff 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: stream, seawater intrusion protection zone.
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SOM07-00389 BLAND JR RCR
Application Received: 12/26/2007 Permit Issued/Case closed: 8/31/2016 Case Finaled:
No findings, conditions, or permissions found.
Is
1 Y
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