HomeMy WebLinkAboutSigned Jefferson County Application FormsSteps in the Permit Process:
DEPARTMENT OF COMMUNITY VELOPMENT
621 Sheridan Street, Port Townsend,' A 98368
Tel: 360.379.4450 1 Fax: 360.379.4451
Web: unvrc.ce,.jcf£crsa�i.wa.t,slcommurutycicscloPntent
E-mail: drdCuDea.ieffcrsn.�ti a.us
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PERMIT APPLICATION
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-Review application checklist to ensure all information is completed prior to submitting application.
-Make sure septic has been applied for and water availability has been proven.
-Make an appointment to meet with the Permit Techniclan by calling 360-379-4450.
-This is not a standalone application; it must be accompanied by a project specific supplemental application.
-Fees will be collected at intake. Additional fees may apply after review and payment is required before permit is issued.
For Department Use Only Building Permit #
Related Application #s: MLA #
Site Information
Assessor Tax Parcel Number: See attached Part A.
Site Address and/or Directions to Property: From Forks, Washington, take US 101 south for 12.9 miles and turn left onto Upper Hoh River Road. The
project area IS ee a Posi (MID) 4.0 and 10.2, on me road, in the river, and an Ine r ver
Access (name of street(s)) from which access will be gained:
us 101
Present use of property: Transportation, Open Space/Ecological Function, Recreation
Description of Work (include proposed uses): Stabilize Hoh Riverbank in 3 places, replace culvert at IVIP 4.38, replace Tower Creek Bridge, and
re
Wastewater - Sewage Disposal
This property is served by Port Townsend or Port Ludlow sewer system? YES NO
If not served by sewer identified above, identify type of septic system below:
Type of Sewage System Serving Property:
rr Septic See below. Septic Permit #:
Community Septic Name of System: Case #:
Are other residences connected to the septic system?
Additions or repairs to sewage system: None.
Is it a complete or partial system installation: Complete Partial
Has a reserve drainfield been designated? Yes No
Date of Last Operations & Maintenance check: Attach last report to application
Describe or attach any drainfield easements, covenants or notices on title, which may impact the property:
Note: The ro'ect area itself is not served by a septic or sewers stem. Homes and businesses outside of
the immediate project area but along Upper Hohn River Road have private septic systems, which would not
affect or be affected by the proposed project.
The authorized agent/representative is the primary contact for all project -related questions and correspondence. The County will mail
/ e-mail requests and information about the application to the authorized agent/representative and will copy (cc) the owner noted
below. The authorized agent/representative is responsible for communicating the information to all parties involved with the
application. It is the responsibility of the authorized agent/representative and owner to ensure their mailbox accepts County email (i.e.,
Count email is not blocked ar sent to "Junk mail").
Annlicant/Pronertv fawner Information
Property Owner:
Name: . See attached, Part B. The project is under the jurisdiction of Jefferson County because the Upper Hoh River Road is a Coun road.
Address: Monte Reinders, P.E., Jefferson County Public Works Director/County Engineer, 623 Sheridan St., Port Townsend, WA 98368
Phone #: (360) 385-9160 E-mail Address: MReinders@co.jefferson.wa.us
Please contact-AuTKorlr ent/Representative with project info. (select only one).
Property Owner Signature:
Note: For projects with multiple owners; attach a separate sheet with each
and
Date:
Applicant: Authorized Agent/Representative (it other than owner)
Name: Steve Morrow, Western Federal Lands Highway Division, Federal Highway Administration
Address: 610 East 5th Street, Vancouver, WA 98661
Phone #: (360) 619-7811 E-mail Address: stephen.morrow@dot.gov
Professional: Is this an Authorized Agent/Representative for this project? NO YES r
Engineer Architect Surveyor Contractor Consultant ✓
Name: Gray Rand License #
Address: 14432 SE Eastgate Way, Suite 400, Bellevue, WA 98007
Phone #: 425 519-6550 E-mail Address: ogr@deainc.com
Professional: Is this an Authorized Agent/Representative for this project? NO YES ✓
Engineer Architect Surveyor Contractor Consultant
Name: Katie Carroz License #
Address: 14432 SE Eastgate Way, Suite 400, Bellevue, WA 98007
Phone #: (425) 586-9798 E-mail Address: kxca@deainc.com
Professional: Is this an Authorized Agent/Representative for this project? NO YES
Engineer Architect Surveyor Contractor Consultant
Name: License #
Address:
Phone #: E-mail Address:
By signing this application form, the owner/agent attests that the information provided herein, and in any attachments, is true and
correct to the best of his or her 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 making any issued permit null and void.
I further agree to that all activities I intend to undertake or complete associated with this permit will be performed in compliance with
all applicable federal, state and county laws and regulations and I 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. Applicant may
request notice of the County's r upon the property for visits related to this application and subsequent permit issuance.
Signature: Print Name: l i' -fes"{ Date: 9 - & -17
Supplemental Application, Shoreline Development
Site Information:
Part A:
Assessor Tax Parcel Numbers
Site Cl:
of -way.
Site C2:
MP 4.38:
Site C3:
Site C4:
Site C5:
Part B:
Parcel number not provided; site is located in public transportation/river right -
712 253 000, 711302 000
711302 000
711283 002, 711283 003
711271000
711253 001
Property Owner Names
712 253 000
No assessor data available
711302 000
Gary L. Peterson and Charlotte L. Peterson
711283 002
Jefferson County
711283 003
United States of America
711271000
The Nature Conservancy (formerly Hoh River Trust)
711253 001
The Nature Conservancy (formerly Hoh River Trust)
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DEPARTMENT OF COMMUNITY DEVELOPMENT
621 Sheridan Street, Port Townsend, WA 98368
Tel: 360.379.4450 1 Fax: 360.379.4451
Web:.�+x:., s:o.ftcrsrIt..� a.usleon3muni�}r{lc�_e1�ymersc
E-mail: Gird CoJCfferson.w3.us
SUPPLEMENTAL APPLICATION
SHORELINE DEVELOPMENT
A completed application form is a requirement of submittal. Include 'N/A" in spaces that do not apply.
MLA # Case #
Application Type (select one):
Statement of Exemption- f J Variance* Substantial Development*
� See Examples on back side I 1 �
of application FV Conditional Use (administrative)* Conditional Use (discretionary)*
11
1) Does your proposal require in water work and/or works below ordinary high water mark? Yes [ ✓ ] No [ ]
2) Does your prop—il require 1n,000 sq/ft or more of impervious surface and/or non -single family structures of 5,000 sq/ft or
more? Yes [ ] No [ ✓ ]
* If either of the boxes for 1 or 2 above are checked yes or if the permit type above has an asterisk then a pre -application
conference Is required prior to submitting for a shoreline permit.
Site Information
Assessor Tax Parcel #:
See attached, Part A.
Name of Body=Water.Hoh
River
Property Owner Name(s):
See attached, Part B.
Project Description
Describe the existing property use and condition:
The project would occur on the Upper Road River Road and the banks of the Hoh River and stream the
cross the Hoh River between Mile Post (MP) 4.0 and MP 10.2. Currentuses include transportation,
open space4ecological function. and recreation Incertain places where the road is within 5' of the rivar
the road is in poor condition, having been compromised by the undercutting of the bank caused by river
Proposed distance from ordinary high water mark to use/development:
0 feet
Describe the proposed work that requires a shoreline permit or permit exemption:
Engineered log jams with dolosse will be installed in the Hoh River and along its banks to
stabilize the bank and Upper Hoh River Road in three locations. Also, three stream crossing
.
See attached project FONSI/Final EA for more information.
By signing this application form, the owner/agent attests that the information provided herein, and in any attachments, is true and correct to the
best of his or her knowledge. Any 'et#alseh any omission of a material fact made by the owner/agent with respect to this application
packet may result in making as ssued permit null and v
Owner Signature: Date:/
Print Name:r
These activities require a formal statement of Exemption issued by Jefferson County,
Check 'Statement of Exemption' box on the front of this form and submit with Permit Application
to apply for your Exemption Approval.
18.25.570 Statement of Exemptions
(1) The administrator is hereby authorized to grant or deny requests for statements of exemption from the shoreline
substantial development permit requirement for uses and developments within shorelines that are specifically listed
above. Such statements shall be applied for on forms provided by the administrator. The statement shall be in writing
and shall indicate the specific exemption of this program that is being applied to the development, and shall provide a
summary of the administrator's analysis of the consistency of the project with this program and the Act. As appropriate,
such statements of exemptions shall contain conditions and/or mitigating measures of approval to achieve consistency
and compliance with the provisions of this program and Act. A denial of an exemption shall be in writing and shall
identify the reason(s) for the denial. The administrator's actions on the issuance of a statement of exemption or a denial
are subject to appeal pursuant to the appeal provisions in Article X of this chapter.
18.25.560 Exemptions listed — This is a summary from JCC18.25.560, please review the code section for
detailed information regarding these exemptions.
(1) Fair Market Value.
(2) Maintenance and Repair.
(3) Residential Bulkhead.
(4) Emergency Construction.
(5) Agriculture.
(6) Drainage.
(7) Navigation Aids.
(8) Single -Family Residences.
(9) Residential Docks.
(10) Irrigation.
(11) State Property.
(12) Energy Facilities.
(13) Site Exploration.
(14) Noxious Weeds.
(15) Watershed Restoration.
(16) "Watershed restoration project'
(17) "Watershed restoration plan"
(18) A public or private project, the primary purpose of which is to improve fish or wildlife habitat or fish passage.
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TOTAL NEW + TOTAL EXISTING* 812,600 sglft *This amount will be used to check total lot coverage.
The following questions will help determine whether the proposed project is considered development or redevelopment.
DEVELOPMENT v. REDEVELOPMENT
Divide the total existing impervious surface above by the size of the parcel and convert to a percentage: 77 %
Does the site have 35% or more of existing impervious surface? Circle: Yes R✓ No 11
FURTHER INSTRUCTIONS: If the answer is yes, the proposal is considered redevelopment and the attached Figure 2 should be used
to determine the applicable Minimum Requirements. If the answer is no, the proposal is considered new development and the
attached Figure 1 should be used. At this juncture, the applicant should refer to the applicable Flow Chart to determine the
Minimum Requirements for stormwater management. DCD staff will help verify the classification of the project and the application
requirements.
For proponents of "small" projects who must comply only with Minimum Requirement #2—Construction Stormwater Pollution
Prevention—an additional submittal is not required. The proponent is responsible for employing the 12 Elements to control erosion
and prevent sediment and other pollutants from leaving the site during the construction phase of the project. Pick up the
Construction Stormwater Pollution Prevention (SWPP) Best Management Practices (BMPs) Packet. Proponents of "medium"
projects—those that must meet only Minimum Requirements #1 through #5—and for "large" projects—those that must meet all 10
Minimum Requirements—are required to submit a Stormwater Site Plan. DCD has prepared a submittal template of a Stormwater
Site Plan, principally for rural residential projects. Complete the template in the Stormwater Site Plan Instructions and Submittal
Template or prepare a Stormwater Site Plan using the step-by-step guidance in the Stormwater Management Manual.
APPLICANT SIGNATURE
By signing the Stormwater Calculation 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.
(LANDOWNER ORA RE RESENTATIVESIGNA (DATE)
FOR OFFICE USE ONLY
SMALL MEDIUM LARGE REDEVELOPMENT StortnwaterSite Plan: Yes No
stormweter calc worksheet — REV. 10/20/2014 2
STORMWATER CALULATIONS – IMPERVIOUS SURFACE
NEW
EXISTING
0
0
Structures (all roof area)
sq/ft
Structures (all roof area)
sglft
0
0
Sidewalks
sq/ft
Sidewalks
sq/ft
0
Patios
sq/ft
Patios
sq/ft
0
0
Solid Decks
sq/ft
Solid Decks
sq/ft
(without infiltration below)
(without infiltration below)
Driveway, parking, roads, etc 1,600
sq/ft
Driveway, parking, roads, etc 811,000
sq/ft
0
0
Other
sq/ft
Other
sglft
1,600
811,000
Total New
sglft
Total Existing
sqlft
TOTAL NEW + TOTAL EXISTING* 812,600 sglft *This amount will be used to check total lot coverage.
The following questions will help determine whether the proposed project is considered development or redevelopment.
DEVELOPMENT v. REDEVELOPMENT
Divide the total existing impervious surface above by the size of the parcel and convert to a percentage: 77 %
Does the site have 35% or more of existing impervious surface? Circle: Yes R✓ No 11
FURTHER INSTRUCTIONS: If the answer is yes, the proposal is considered redevelopment and the attached Figure 2 should be used
to determine the applicable Minimum Requirements. If the answer is no, the proposal is considered new development and the
attached Figure 1 should be used. At this juncture, the applicant should refer to the applicable Flow Chart to determine the
Minimum Requirements for stormwater management. DCD staff will help verify the classification of the project and the application
requirements.
For proponents of "small" projects who must comply only with Minimum Requirement #2—Construction Stormwater Pollution
Prevention—an additional submittal is not required. The proponent is responsible for employing the 12 Elements to control erosion
and prevent sediment and other pollutants from leaving the site during the construction phase of the project. Pick up the
Construction Stormwater Pollution Prevention (SWPP) Best Management Practices (BMPs) Packet. Proponents of "medium"
projects—those that must meet only Minimum Requirements #1 through #5—and for "large" projects—those that must meet all 10
Minimum Requirements—are required to submit a Stormwater Site Plan. DCD has prepared a submittal template of a Stormwater
Site Plan, principally for rural residential projects. Complete the template in the Stormwater Site Plan Instructions and Submittal
Template or prepare a Stormwater Site Plan using the step-by-step guidance in the Stormwater Management Manual.
APPLICANT SIGNATURE
By signing the Stormwater Calculation 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.
(LANDOWNER ORA RE RESENTATIVESIGNA (DATE)
FOR OFFICE USE ONLY
SMALL MEDIUM LARGE REDEVELOPMENT StortnwaterSite Plan: Yes No
stormweter calc worksheet — REV. 10/20/2014 2
�'o� DEPARTMENT OF COMMUNITY DEVELOPMENT
arL Townsend, WA 98368
:_'���360.379.4451
E-mail:
z N °
16 2017
JEFFERSONCb ��►TER CALCULATION WORKSHEET
MLA # PROJECr/APPLICANT NAME:
DETERMINING STORMWATER MANAGEMENT REQUIREMENTS: This stormwater calculation worksheet should be completed first to
classify the proposal as "small," "medium," or "large." The size determines whether a Stormwater Site Plan is required in
conjunction with a stand-alone stormwater management permit application, building permit application, or other land use approval
application that involves stormwater review. The basic information will also be helpful for completing a Stormwater Site Plan, if
required
project area 24.05
Size of "Feel acres
PARCEL SIZE (LE., SITE)
An acre contains 43,560 square feet. Multiply the acreage by this figure.
project area 1.048 million
Size ofeel in square feet
sq/ft **See attached worksheet. These estimates are for the
entire project area, which includes several parcels.
Land -disturbing activity is any activity that results in movement of earth, or a change in the existing soil cover (both vegetative and
non -vegetative) and/or the existing soil topography. Land disturbing activities include, but are not limited to clearing, grading, filling,
excavation, and compaction associated with stabilization of structures and road construction.
Native vegetation is vegetation comprised on plant species, other than noxious weeds, that are indigenous to the coastal region of
the Pacific Northwest and which reasonably could have been expected to naturally occur on the site. Examples include species such
as Douglas fir, western hemlock, western red cedar, alder, big -leaf maple, and vine maple; shrubs such as willow, elderberry,
salmonberry, and salal; herbaceous plants such as sword fern, foam flower, and fireweed.
LAND DISTURBING ACTIVITY CONVERSION OF NATIVE VEGETATION AND VOLUME. OF CUT/FILL
Calculate the total area to be cleared, graded, filled,
excavated, and/or compacted for proposed development
project. Include in this calculation the area to be cleared for:
Construction site for structures 0
Drainfield, septic tank, etc. 0
Well, utilities, etc. 0
sq/ft
sq/ft
sq/ft
Driveway, parking, roads, etc. 0 sq/ft
Lawn, landscaping, etc.
0
sq/ft
Other compacted surface, etc. 187,000 sq/ft
Total Land Disturbance 187,000
sq/ft
Answer the following two questions related to
conversion of native vegetation:
Does the project convert % acres or more of
native vegetation to lawn or landscaped areas?
Circle: Yes No
Does the project convert 2'/2 acres or more of
native vegetation to pasture?
Circle: Yes No
Indicate Total Volumes of Proposed:
Cut 49,300 Fill 64,700 (culyd)
impervious surface is a hard surface that either prevents or retards the entry of water into the soil mantle as under natural
conditions prior to development. A hard surface area which causes water to run off the surface in greater quantities or at an
increased rate of flow from the flow present under natural conditions prior to development. Common impervious surfaces include,
but are not limited to roof tops, walkways, patios, driveways, parking lots or storage areas, concrete or asphalt paving, gravel roads,
packed earthen materials, and oiled, macadam or other surfaces which similarly impede the natural infiltration of stormwater.
starmweter cele worksheet — REV. 10/20/2014
DEPARTMENT OF COMMUNITY DEVEL P
621 Sheridan Street, Port Townsend, WA 98368 �` }
Tel: 360.379.4450 1 Fax: 360.379.4451
Web: www.co.iefferson.wa.us/commki!idevelopment } AM
E-mail: dcd@co.0efferson.vva.us
co.jefterson.wa.us
SUPPLEMENTAL APPLICATION VEFFjR�l� CCUN . CC®
STORMWATER MANAGEMENT PERMIT
MLA # PROJECT/APPLICANT NAME:.
Applications for grading projects or land -disturbing activities which require a stormwater management permit shall include the following
information This information may also be provided on other diagrams, plans, studies, or attachments submitted with the project
application. If so, please indicate such on this permit application. The Administrator may waive specific submittal requirements
determined to be unnecessary for review of the application.
1. Source of fill material and deposition of excess material.
Wetland fill will be sourced from graveNrnaterial supplier. Excavated material will be balanced on site during construction. Dolosse and logs will be obtained and assembled
order to widen the existing stream channels.
2. Physical characteristics of fill material:
Wete I nd fill will consist of gravel andother road base and sideslope material. Within the Hoh River, permanent fill will be limited to log/dolosse bundles, along with
k and eanyo .
3. Proposed methods of placement and compaction consistent with the applicable standards in the International Building Code.
Dolo so and logs -WIL-be-a-Cht-ai d o ito, then trucked to the project 1ocatkm-p4=-tp
allatio- n. The project will incluld-a- cownpacting the baAk Using alluvial aPd topsoil fill.
4. Proposed surfacing material.
No sudaring will occur. except to replane asphalLon the road after bank stabilization as r-ample-te
5. Proposed method(s) of drainage and erosion control.
Erosion control measures will include sediment fencing, silt curtains and temporaU flow diversions.
6. Methods for restoration of the site.
Restoration will include installation of riparian vegetation plantings, including willow poles and fascines, above the
OHWM and revegetating areas disturbed as a result of construction activities.
7. Demonstrate that instream flow of water will remain unobstructed.
The instream flow of water at Tower Creek Canyon Creek, and MP 4.38 tributary will be temporarily obstructed durin
construction of replacement stream -crossing structures.
8. Demonstrate that erosion and sedimentation from outflow channels will be minimized by vegetation or other means, and
demonstrate that pond runoff will be controlled to protect adjacent property damage.
After con5 ruction. i rue rQ-veaetated to stabilize the ks of the, H h River,
Tower Creek Canyon Creek and 4.38 tributary, and minimize erosion and sediment movement in the
future.
By signing the application form, the applicant/owner attests that the information provided herein is true and correct to the best of their
knowledge. I also ce a ion Is ade with the full knowledge and consent of all owners of the affected
property.
ZC,�/%
(LANDOWNER ORA IJT SIGNATURE) (DATE)
G:\PermitCenterVt##FORMS###\DRD\Stormwater\stormwater mgml permit FINAL doc REV 10/20/2014 Page 3
Please note that if a stormwater runoff tightline that terminates at or near the marine shoreline is allowed to be
included in a development application, review under the Jefferson County Shoreline Master Program, the State
Environmental Policy Act (SEPA) and other agency approvals (such as Hydraulic Project Approval from the Department of
Fish and Wildlife) may be required as well. A Joint Aquatic Resources Permit Application (DARPA) form would need to
accompany any permit application which includes a stormwater tightline at or below the ordinary high water mark.
Criteria
Prior to issuance of a stormwater management permit, the applicant shall submit a Master Land Use Application (MLA)
and the required stormwater management plans to the Administrator for review and approval. The development
definitions, criteria and thresholds for determining stormwater management plan requirements from the adopted
Stormwater Management Manual (SMM) are found in 18.30.070 of the JCC. This includes minimum requirements and
thresholds for developing a:
• Small Parcel Erosion and Sediment Control Plan;
• Large Parcel Erosion and Sediment Control Plan;
• Permanent Stormwater Quality Control Plan (PSQC)
Process
The Administrator of the Department of Community Development will issue the stormwater management permit
consistent with a Type I (administrative) permit process only upon a finding that the proposed use or activity meets all
applicable requirements of 18.30.060 and 18.30.070, and any other applicable requirements of the JCC.
G:\PennitCenter\###FORMS###\DRD\Stonnwater\stormwater mgmt permit—FINAL doc REV. 10/20/2014 Page 2
DEPARTMENT OF COMMUNITY DEVELOPMENT
621 Sheridan Street, Port Townsend, WA 98368
Tel: 360.379.4450 1 Fax: 360.379.4451
Web: www.co.iefferson.wa.uslcommunitvdeveiooment
E-mail: dcdOco.iefferson.wa.us
STORMWATER MANAGEMENT APPLICATION
Purpose
All new development and redevelopment must conform to the standards and minimum requirements set by the
Washington Department of Ecology Stormwater Management Manual for the Puget Sound Basin (SMM) currently
adopted by Jefferson County and be accompanied by a stormwater management permit if required by JCC 18.30.070(5).
You will submit a Master Land Use Application Form in conjunction with this supplemental application. The
Administrator may require additional measures as indicated by the environmental review or other site plan review. For
projects that involve a building or land use permit, stormwater review will occur as part of your overall application
review. A stand alone stormwater management permit is required for clearing and grading activities exceeding 7,000
sq/ft that do not involve a building permit or other land use approval (ie. preparing land for future construction,
clearing for speculative purposes, etc.).
A stormwater management permit is required for the following activities:
• All grading of 500 cubic yards or more; except for those activities exempted under JCC 18.30.070(5)
• All clearing and grading activities within environmentally sensitive areas as defined within 18.22 of
the JCC;
• Land -disturbing activities of 7,000 square feet or more; or
• Creation of 2,000 square feet or more of impervious surface
Exempt Grading Activities
The following activities are exempt from the requirements for a stormwater management permit (if located outside of
an environmentally sensitive area) under the provisions of 18.30.070 of the JCC:
• Maintenance of gravel roads;
• A SEPA-exempt residential driveway;
• Construction of a Class 1 -III logging road (per RCW 76.09.050 and WAC 222);
• Construction of drainage improvements in accordance with the JCC; or
• Construction of a pond of one-half acre or less which is not in a regulated wetland.
Stormwater Disposal Policy Along Marine Shorelines
Pursuant to JCC 18.22.130(2) all new development activity, including single-family residential construction, located on
Marrowstone Island, Indian Island and within 500 feet of any marine shoreline is required to infiltrate stormwater
runoff onsite, to the maximum extent practicable. This provision is intended to prevent seawater from intruding into
underground aquifers, reduce non -point source pollution to marine waters, and reduce the potential for shoreline
erosion due to tightline failure. This provision is interpreted as establishing a hierarchy in which the first and best
alternative is on-site infiltration using drywells or other methods, the second best alternative is upland off-site disposal,
and the least preferred alternative is direct discharge into marine waters through a stormwater tightline. In order to
utilize the least preferred alternative, a stormwater tightline discharging directly into marine waters, applicants must
demonstrate through a geotechnical or similar report prepared by a licensed professional that both on-site infiltration
and upland off-site disposal are not practicable or feasible. The report must include cost figures for comparison.
G:\PennitCenterWp#FORMS###\DRD\Slormwater\stormwater mgml permit—FINAL doc REV 10/20/2014 Page 1
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Supplemental Application, Shoreline Development
Site Information:
Part A:
Assessor Tax Parcel Numbers
Site Cl: Parcel number not provided; site is located in public transportation/river right-
of-way.
Site C2: 712 253 000, 711302 000
MP 4.38: 711302 000
Site C3: 711283 002, 711283 003
Site C4: 711271000
Site C5: 7112S3001
Part B:
Property Owner Names
712 253 000
No assessor data available
711302 000
Gary L. Peterson and Charlotte L. Peterson
711283 002
Jefferson County
711283 003
United States of America
711271000
The Nature Conservancy (formerly Hoh River Trust)
711253 001
The Nature Conservancy (formerly Hoh River Trust)