HomeMy WebLinkAboutBLD2011-00025 S UILDING PERMIT APPLICA4N MRReeviewT 8
Type:
Jefferson County Department of Community Development
621 Sheridan Street Port Townsend, WA 98368
PERMIT #: BLD11-00025 Received Date: 2/2/2011
SITE ADDRESS: 8123 FLAGLER RD
NORDLAND, 98358
OWNER: GEORGE FISHER PHONE: 917-744-7000
ANN FISHER
2402 E ESPLANADE LN#1102
PHOENIX AZ 850169104 GLENNAN SUBURBAN ACRE
SUBDIVISION: Block: 4 Lot: 13
PARCEL NUMBER: 953700432 Section: 29 Township: 30 N Range: 01 E
CONTRACTOR: LD RICHERT CONSTRUCTION PHONE: (360)379-5222
PO BOX 127
PORT TOWNSEND WA 98368
Contractor's License LDRICC*066LO Expires 5/29/2011
REPRESENTATIVE: LD RICHERT PHONE: 360-301-0543
PO BOX 127
PORT TOWNSEND WA 98368
PROJECT DESCRIPTIOr NSFR TO REPLACE EXISTING RESIDENCE
TYPE OF WORK RES SQUARE FOOTAGE:
TYPE OF IMP NEW MAIN: 3,961
VALUATION 895,000.00 ADD'L: 456 HEAT TYPE: HTP
CODE EDITION: 2009 HEAT BASE: HEAT TYPE: RAD
OCCUPANCY: R-3 UNHEATED: #OF STORIES:
OCCUPANCY: OTHER:
CONST TYPE: 5N SHORELINE:
GARAGE: 718
CONST TYPE: SETBACK:
DECK: 1,600
BANK HEIGHT:
SEWAGE DISPOSAL: ALT
WATER SYSTEM: 05783
BEDROOMS: BATHROOMS:
Exist: 0 Exist: 0
Prop: 3 Prop: 5
Total: 3 Total:
Routing Date:
Type Amount Paid By: Date: Receipt: Approved/Date
Permit $5,109.75 LYK 02/02/11 120424
Plan Check $3,321.34 LYK 02/02/11 120424 APPROVED State Building Code $4.50 LYK 02/02/11 120424
Total: $8,435.59 MAY 4 '+
Jeff
viti'Afillicterel4rtment
• •
February 23, 2011
GEORGE FISHER
ANN FISHER
2402 E ESPLANADE LN#1102
PHOENIX AZ 850169104
RE: SITE ADDRESS: 8123 FLAGLER RD
CASE#: BLD11-00025
Dear GEORGE FISHER:
We have started the plan review process on the subject permit. Unfortunately, we are unable to
finish the necessary plan review. We are in need of additional information and/or items as listed
below:
engineering critera incorrect please provide corrected calcs.
Please submit the necessary items in order for us to complete the plan review process of this
permit. If you should have any questions, please feel free to contact me at (360) 379-4450.
Sincerely,
Plans Examiner
c: File
LD RICHERT
LD RICHERT CONSTRUCTION
aN •
�' c0 JEFFERSON COUNTY
„Irk
TM COE� 624 ShDEPAReridaENT n Street OF • PorMMUNITY t Townsend DEV•LOPMENT ton Washing 98368
360/379-4450• 360/379-4451 Fax
,, ,Olt.,* www.co.jefferson.wa.us/commdeveloprnent
Master Permit Application MLA I (" g
Project Description(include separate sheets amecessary):
eX 16114 to I t tie liC.� lee mak- I o l.) . ,
Tax Parcel Number.. . 1 S_;` 00.4' 2 Property size: ,w =2$/ (acres/square feet)
Site Address and/or Directions to Property: '4
Ns?, F (.ee RD DC.
Property Owner(s)of Record: CC3leDaree 4 - N -
Telephone: 111 "•'14• 7000_i_ . Fax: email:
Mailing Address: 1�7 'sox 0-7 . knot-. gerviegs
Applicant/Agent(if different from owner): L.D. 'A:4 4Q= COi.mt.A ru' -
Telephone:. .S`. • bu' Fax: - 404.01 e" email: Id f'1G heir Go ,�c�, obt
Mailing Address: . . �°.. T -- /� r 4.
What kind of Permit?(Check each box that applies 0 Lot or Road Segregation
❑Building 4r.untical Areas Stewardship Plan
1 'Demolition.Permit ❑Variance(Minor,Major or Reasonable Economic Use)
'Single Family -fttlarage Attached/Detached ❑Conditional Use[C(a),C(d),or Cl**
0 Manufactured Home . ❑ Modular - 0 Discretionary"Cr or Unnam-•.tf� (c .1 1 l4 r C 7 ,'- i iii
Commercial* 0 Special Use(Essential Publi 's. ....t
❑ Change of Use IJ Boundary Line Adjustment
❑ Address . . 0 Road Approach 0 Short Plat**
❑Home Business ❑Cottage Industry 0 Binding Site Plan'`* FEB 0 2, 2011 '
,,Propane 0 Long Plat**
❑Sign -.: ❑Planned Rural Residential Development(PRRD)/Amendments'"''"` . •
❑Allowed"Yes"Use Consistency Analysis ❑'Plat Vacation/Alteration** al{ ( 'I i�tlh 0
0 Stormwater Management ❑'Shoreline Master Program Exelliiii� !e�IS
Q Site Plan Approval Advance Determination($PAAD)* 0 Shoreline Management Substantial Development--
0 Temporary Use . ❑Shoreline Management Variance
❑Wireless Telecommunication* 0 Comprehensive Plan/UDC/Land UsetDistiict Map Amendment
❑Forest Practices Act/Release of Six-Year Moratorium ❑Jefferson County Shoreline Master Program Amendment
*May require a Pre Application Conference ❑Tree Vegetation Request
**R-•ulres a Pre=•L.Iication Conference
Please identify any other local,state or federal permits required for this proposal,if known:
f ` DESIGNATION OF AGENT .
•
I hereby designate to •act as my agent in •matters relating. o thi application for permit(s).
OWNER SIGMA `'. 0. � '‘'''611./ (pl✓OIe 1—Mt IL- Date 11 ? r t
t
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,her or its knowledge. Any material falsehood or any omission of a material fact made by the owner/agent with respect to this application Packet
may result in this permit being null and void. .
I further agree to save,indemnify and hold harmless Jefferson County against all liabilities,judgmentsccourt°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 pennit.
I further agree to provide ,••-ss and right of entry to Jefferson County and its employees,representatives or agents hithe•sole purpose ofappfication
review and any I-quired in -'o . ft's access and right of entry will be assumed unless the applicant I rms County in writing at the.
time of the.appli.=tion
-dal.00 s e nts 'or notice.
Signature:
4I s Date: 1 %.
The action or actions • .lit:nt ill undertake as a result of the issuance of this permit may negatively impact upon one or more threatened or
endangered species and • uld lead to a'potential."take'of an endangered species as those terms are defined in the federal law known as the
"Endangered Species Act"or"ESA."Jefferson County makes no assurances to the applicant that the actions that will be undertaken because this.
permit has been iss -. will not V to the ESA. Any individual,group or agency can file a lawsuit on behalf of an endangered species regarding your
action(s)even if yo, ,re in corn is ce with the Jefferson County development code.The Applicant acknowledges at he, he or it holds individual
and non-tran- -ra ='•sib ity r adherin and complying with the ESA. The Applicant has read this disc ran 'Signs and dates it below.
Signature: _AI'�!' Date: 11
•
8 II
BUILDER STATEMENT
The signer of this statement does hereby certify that they are the Owners of the parcel referenced herein,that they are not licensed contractors and that
they will be assuming the responsibility of the General Contractor for the proposed project.
Signature:, Date: '
GENERAL CONTRACTOR OR MANUFACTURED HOME INSTALLER: PHONE: FAX:
( ) (
MAILING ADDRESS: '6. •de.X / 3 - , EMAIL: 1• C%C Q.T ONT clOIL totiyi 0•I NT•Gtr
CONTRACTOR'S LICENSE VVAINS
NUMBER: L.D -1 QL )t 04/4"LO NUMBER
ARCHITECT/ENGINEER: { 6,^,,,ti PHONE ( ,. ,') 31,24440 FAx:( )
MAILING ADDRESS: 4 401 rb($prlA,ST. 'r.r 144 EMAIL
Project Type: Frame Type: Bathrooms: Shoreline:` Type of Sewage Disposal:
D New Vood Existing: 0 Sewer
❑ •ddiition 0 Steel PrcPcsed: C, Bank:. "D Community System
Alteration/Remodel 0 Concrete Total: J Height System
tem
O Repair ❑ Masonry S P Permit# 10-I.05
O Demolition 0 Other. Bedrooms: Water Supply:,te T Existing: Setback: 0 Private well 0 Two Party
N,, ,ft-pe ail 1., i, f Proposed.. '_ 35I. ublic
✓ptl' Total _ 67`IS .I acne of System.;
Prin rPi✓t"
if this is a Commercial ProlectYou must answer the following:,
Number of Parking Spaces: Current: Proposed: Number of ADA Parking Spaces:
Number of occupants.(includes owners,tenants,employees,etc) Current. Proposed
- IBC Occupancy: IBC.Type of construction: Will you have F.00dService? Yes / No
if this is a Propane Tank and/or Appliance Installation permit,mark all items below that apply:
I Unde ,round Tank :..ve ground Tank ' Size of Propane Tank: rL.roO Co:
Feat Stove Took Stove! I VVoodstove I Fireplace Insert i Hot Water .I Pellet Stove I Other
is .J. • u s' led in a Manufactured/.Mobile Home? Yes / No
When applying for a permit to install a propane tank you must also submit a site plan showing all of the buildings,all property
lines,tank location and size,distances from the propane tank to all property lines,buildings and septic system components,
includin• the reserve area.
: cx L 5 4 Ss x x sx--,.,..01,.7,-,.,. � ...,.i.„.4.,;.-.,„;.,.5,k ' 7 �
S.uare Foote.e Current Pro.•-ed ;.-.: . y� *t-' ''\ ` < <` ''',7,4,:,..'. ` _ '' ', 1 ._ w_•Main Floor Heated :EH Bid App Review:
2' Floor Heated 40 . ,,,, Consistency Review:
Other Heated / ;, z -�;, rBe9e4 ill
Mezzanine / / :: 5"*.° ErtAr----,.-..�I.
Heated Basement / /- �, Plan Check fee: -. 3
,/ t
Unheated Basement y- z ^ State Surcharge fee:. v
Other Unheated / ,.. .74 . .. .
Garage/Carport. f; $ SUBTOTAL/no
2
Decks/ mI ;`7S,6 11000 • ,.proach fee:TOT _
Other �
l
� Sr�� L: $ � •
e ' Receipt Number: I .11111
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0..,,,....'=� � �� � Cash/Check Numbers. �
ESTIMATED COST R R : • Date:
•Fair markety., - .1 plflaboran materials foun.F -• to finish MEM
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° JEFFERSON COUNTY
4rq a ,.Q DEPARTMENT OF COMMUNITY DEVELOPMENT
621 Sheridan Street• Port Townsend •Washington 98368
c 360/379-4450 • 360/379-4451 Fax
TNO http://www.co.jefferson.wa.us/commdevelopment/
STORMWATER SITE PLAN SUBMITTAL TEMPLATE
MLA# i I — PROJECT/APPLICANT NAME: (b€E el hoop I 4 i -
Please answer all of the following questions to the best of your ability. Where the question calls for depiction on a site map, the
applicant may choose to either incorporate the elements into the general plot plan for the Master Land Use Application or to submit a
separate stormwater site plan map.
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Project Overview
1. Describe the proposed developed conditions of the site. Indicate position and relative size of proposed improvements on the
site map. _ �7
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Existing Conditions Summary RECEIVE
2. Describe the existing topography. Indicate contours on the site map.
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3. Describe the existing vegetation. Indicate native vegetation areas on the site map. J[E cj LI ('(II I NO 0(�(t
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4. DDgscribe the existing oils. Indicate soil type on the site map. e ,.o°
fety, vt t.0w41 ed✓UC.
5. Describe the existing site hydrology(i.e., drainage; behavior of water on the site—above, below, and on the ground). Indicate
existing stormwater drainage to and from the site on the site map. Depict separate drainage basins on the site map, if
applicable,and in ' to acreage of each.
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APPROVED
6. Describe any excess levels of noise generated by the proposed use or activity: a ` PLAN
Ai/t' MAY - 4 2011
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stormwater site plan template-rev.10/21/2008 5
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7. Describe significant geographic features and critical areas (i.e., environmentally sensitive areas such as wetlands, streams,
steep slopes,etc.)on the site. Indicate location on the site map.
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8. Describe the general vicinity of the site, including adjacent land uses and structures,utilities, roads,and sensitive/critical areas
(s��treams,wetlands,lakes,steep slopes,et .).
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Permanent Stormwater Control Plan
This portion of the Stormwater Site Plan consists of the selection and installation of the appropriate stormwater control BMPs
and facilities to remain in place after construction of the project is completed.
"Medium" size projects are required to have the totals calculated of all impervious surfaces, pollution-generating impervious
surfaces, and pollution-generating pervious surfaces to verify that the thresholds for treatment facilities and flow control
facilities are not exceeded.
g. Describe the developed site hydrology, as proposed. Indicate whether stormwater will be fully dispersed (i.e., per BMP T5.30
in the Manual)or,if not,what types of stormwater flow control will be utilized for the site or specific threshold discharge areas
within the site. Locate these facilities on the site plan and differentiate proposed facilities from existing facilities.
10. If the project requires the use of stormw ter treatment facilities, describe the types of stormwater treatment facilities proposed
for use on the site. Locate these faciliti s on the site plan and differentiate proposed facilities from existing facilities. [This is
normally for"large"projects or projects t at involve the potential for dispersion of contaminants.]
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11. Describe the performance goals and standards applicable to the project.
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13. Describe the water quality s tem.
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14. Describe the conveyance system analysis and de n.
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15. Describe the source of fill material,physical characteristics of fill material,and deposition of excess material.
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16. Proposed methods of placement and compaction consistent with the applicable standards on Appendix Chapter 33 of the
Uniform Building Code.
17. Describe the proposed surfacing material.
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18. Describe methods for restoration of the site.
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19. An Operation and Maintenance Manual is required for each flow control and treatment cility: [This is normally required for
"large"projects only and only those for which facilities are required to control flow or tr lutSoffl If"included,list the Manuals
here.
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20. List here and include any special reports or studies conducted to prepare the Stormwatei!Site Plan. 4 a ti
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21. List other necessary permits and approvals as required by other regulatory agencies. If those permits or approvals include
conditions that affect the drainage plan or contain more restrictive drainage-related requirements,describe those conditions or
restrictions here.
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stormwater site plan template—rev.10/21/2008 7
•
CONSTRUCTION STORMWATER POLLUTION PREVENTION PLAN (SWPPP)
The Construction SWPPP addresses sediment and erosion control during construction. The BMPs indicated by the applicant in the
template that follows must be installed on the ground during all construction phases of the project. The proponent is responsible for
preventing sediment and erosion impacts to environmentally sensitive areas and off-site areas. Consult the Construction Stormwater
Pollution Prevention (SWPP) Best Management Practices (BMPs) Packet for guidance, particularly with rural residential
development.
SECTION I—CONSTRUCTION SWPPP NARRATIVE
1. Construction Stormwater Pollution Plan Elements. Describe how each of the Construction SWPPP elements has been or
will be addressed. Identify the type and location of BMPs used to satisfy the required element. If an element is not applicable
to the proposal,justify in writing. Descriptions of the 12 Elements are found at Volume II Section 3.2.3 of the Manual(beginning
on page 3-7).
12 Required Elements—Construction SWPPP
1. Mark Clearing Limits.
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2. Establish Construction Access.
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3. Control Flow Rates.
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4. Install Sediment Controls.
5. Stabilize Soils.
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6. Protect Slopes.
7. Protect Drain Inlets.
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stormwater site plan template-rev.10/21/2008 8
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12 Required Elements—Construction SWPPP(continued)
8. Stabilize Channels and Outlets.
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9. Control Pollutants.
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10. Control De-Watering(the act of pumping groundwater or stormwater away from an active construction site).
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11. Maintain Best Management Practices(BMPs).
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12. Manage the Project.
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2. Adjacent Areas.
a. Description of the adjacent areas that may be affected by site disturbance (e.g., streams, lakes, wetlands, residential
areas, roads).
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b. Description of the downstream drainage path leading from the site to the receiving body of water(minimum distance of 400
yards).
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3. Environmentally Sensitive Areas.
a. Description of environmentally sensitive areas that are on or adjacent to the site.
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stormwater site plan template—rev.10/21/2008 9
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b. Description of special requirements for working in or near environmentally sensitive areas.
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4. Erosion Problem Areas. Description of potential erosion problems on site in the context of the characteristics of the on-site
soils(e.g.,erodibility,settleability,permeability,depth,texture,soil structure).
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5. Construction Phasing.
a. Construction sequence
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b. Constructio phasing(if proposed)
6. Construction Schedule. Wet season is October 1 through April 30(page 2-21 of the Manual).
I. Provide a propo ed construction schedule.
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II. Wet Season Construction Activities.
a. Proposed wet season construction activities.
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b. Proposed wet season construction activities for environmentally sensitive areas.
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7. Financial/Ownership Responsibilities.
a. Identify the property owner responsible for the initiation of bonds and/or other financial securities.
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b. Describe bonds and/or other evidence of financial responsibility for liability associated with erosion and sedimentation
imp ts.
8. Engineering Calculations. Provide Design Calculations on a separate sheet for the following, if applicable.
a. Sediment Ponds/Traps.
b. Diversions.
c. Waterways.
d. Runoff/Stormwater Detention Calculations
stormwater site plan template—rev.10/21/2008 10
• •
SECTION II—EROSION AND SEDIMENT CONTROL PLAN
Sediment and erosion control measures may be depicted on the master land use application plot plan,a stormwater site plan,and/or a
separate Construction SWPPP site plan. This is a checklist to ensure that the following are depicted on a site plan:
1. General.
a. Vicinity Map
b. Jefferson County Approval Block
c. Erosion and Sediment Control Notes
2. Site Plan.
a. Legal description of subject property.
b. North arrow.
c. Indicate boundaries of existing vegetation(e.g.,tree lines,pasture areas,etc.).
d. Identify and label areas of potential erosion problems.
e. Identify FEMA base flood boundaries and Shoreline Management boundaries(if applicable).
f. Show existing and proposed contours.
g. Indicate drainage basins and direction of flow for individual drainage areas.
h. Label final grade contours and identify developed condition drainage basins.
i. Delineate areas that are to be cleared and graded.
j. Show all cut and fill slopes indicating top and bottom of slope catch lines.
3. Conveyance Systems.
a. Designate locations for swales, interceptor trenches,or ditches.
b. Show all temporary and permanent drainage pipes,ditches,or cut-off trenches required for erosion&sediment control.
c. Provide minimum slope and cover for all temporary pipes or call out pipe inverts.
d. Shows grades,dimensions, and direction of flow in all ditches, swales,culverts and pipes.
e. Provide details for bypassing off-site runoff around disturbed areas.
f. Indicate locations and outlets of any dewatering systems.
4. Location of Detention Best Management Practices(BMPs). Identify location of detention BMPs.
5. Erosion and Sediment Control Facilities.
a. Show the locations of sediment trap(s), pond(s),pipes and structures.
b. Dimension pond berm widths and inside and outside pond slopes.
c. Indicate the trap/pond storage required and the depth,length,and width dimensions.
d. Provide typical section views through pond and outlet structure.
e. Provide typical details of gravel cone and standpipe,and/or other filtering devic-ia> E 71-1 I
f. Detail stabilization techniques for outlet/inlet. r 1Le
g. Detail control/restrictor device location and details.
h. Specify mulch and/or recommended cover of berms and slopes. F LB 0 2 all
i. Provide rock specifications and detail for rock check dam(s),if applicable.
j. Specify spacing for rock check dams as required.
k. Provide front and side sections of typical rock check dams. Rif[RSON CO it �CU
I. Indicate the locations and provide details and specifications for silt fabric.
m. Locate the construction entrance and provide a detail.
6. Detailed Drawings. Any structural practices used that are not referenced in the Ecology Manual should be explained and
illustrated with detailed drawings.
7. Other Pollutant BMPs. Indicate on the site plan the locations of BMPs to be used for the control of pollutants other than
sediment(e.g.,concrete wash water).
8. Monitoring Locations. Indicate on the site plan the water quality sampling locations to be used for monitoring water quality on
the construction site. Sampling stations should be located upstream and downstream of the project site.
stormwater site plan template—rev.10/21/2008 11
• •
Stormwater Site Plan Changes
If the designer wishes to make changes or revisions to the originally approved Stormwater Site Plan, the proposed revisions shall be
submitted to DCD prior to construction. The submittal shall include substitute pages that include all proposed changes, revised
drawings showing any structural changes,and any other supporting information that explains and supports the reason for the change.
Final Corrected Plan Submittal
If the project included construction of conveyance systems,treatment facilities,flow control facilities, or structural source control BMPs
(not standard on-site stormwater management BMPs), the applicant shall submit a final corrected plan ("as-builts")when the project is
completed. These should be engineering drawings (stamped by a licensed civil engineer) that accurately represent the project as
constructed.
APPLICANT SIGNATURE
By signing the Construction SWPPP worksheet, I as the applicant/owner attest that the information provided herein is true and
correct to the best of my knowledge. I also certify that this application is being made with the full knowledge and consent of all
owners •f the affected property.
�' t 2� I�'r►
(LANDO -'0 AUTHORIZED REPRESENTATIVE SIGNATURE) (DATE)
THIS SPACE MAY BE USED FOR ADDITIONAL NOTES, IF NEEDED:
stormwater site plan template-rev.10/21/2008 12
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. .
• 110
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• •
•
/
/ Roof Downspout
House j
/ Catch Basin
{Yard Drain}
//////
Rod flow
Darrspott
DRY WELL 48 Inch Diameter
PLAN VIEW 1 Filled h d
NTS Drain Rock
00 R oaf Downs po Lt
Mark Center of Hole
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Fre Mesh Screen Min.4"cia � � .%.� : {�-= =.
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4,. 48 Inch Diameter , 4'
Sides of Hole �> Hole Filled with
Lined with Zia 11/2-3v Washed
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It !.r
Min. 1'aboae SeaSosia I-
DR'Y WELL H ih Groundwater Table
SECTION
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Figure 3.4—Typical Downspout Infiltration Drywall
Source: King County
February —
wry 2005 Volume 111 Hydrologic Analysis and Flow Control BMPs 3-9
•
Setbacks
Local governments may require specific setbacks in sites with steep slopes,
land slide areas,open water features,springs,wells,and septic tank drain
fields. Adequate room for maintenance access and equipment should also
be considered. Examples of setbacks commonly used include the
following:
1. All infiltration systems should be at least 10 feet from any structure,
property line,or sensitive area(except steep slopes).
2. All infiltration systems must be at least 50 feet from the top of any
sensitive area steep slope. This setback may be reduced to 15 feet based
on a geotechnical evaluation,but in no instances may it be less than the
buffer width.
3. For sites with septic systems,infiltration systems must be downgradient
of the drainfield unless the site topography clearly prohibits subsurface
flows from intersecting the drainfield
• General •
1. Drywell bottoms must be a minimum of 1 foot above seasonal high
groundwater level or impermeable soil layers.
2. If using drywells,each drywell may serve up to 1000 square feet of
impervious surface for either medium sands or coarse sands.
3. Typically drywells are 48 inches in diameter(minimum)and have a
depth of 5 feet(4 feet of gravel and 1 foot of suitable cover material).
4. Filter fabric(geotextile)must be placed on top of the drain rock and on
trench or drywell sides prior to backfilling.
5. Spacing between drywells must be a minimum of 4 feet.
6. Downspout infiltration drywells must not be built on slopes greater
than 25%(4:1). Drywells may not be placed on or above a landslide
hazard area or slopes greater than 15%without evaluation by a
professional engineer with geotechnical expertise or a licensed
geologist,hydrogeologist,or engineering geologist,and with
jurisdiction approval.
3-10
Volume III—Hydrologic Analysis and Flow Cont of BMPs February 2005
• I
•
BMP C233: Silt Fence
Purpose Use of a silt fence reduces the transport of coarse sediment from a
construction site by providing a temporary physical barrier to sediment •
and reducing the runoff velocities of overland flow. See Figure 4.19 for
details on silt fence construction.
Conditions of Use Silt fence may be used downslope of all disturbed areas.
• Silt fence is not intended to treat concentrated flows,nor is it intended .
to treat substantial amounts of overland flow: Any concentrated flows
must be conveyed through the drainage system to a sediment pond.
The only circumstance in which overland flow can be treated solely by
a silt fence,rather than by a sediment pond,is when the area draining
to the fence is one acre or less and flow rates are less than 0.5 cfs.
• Silt fences should not be constructed in streams or used in V-shaped
ditches. They are not an adequate method of silt control for anything
deeper than sheet or overland flow.
Joints in filter fabric shall be spliced at
posts.Use staples,wire rings or 2"x2"by 14 Ga.wire or
equivalent to attach fabric to posts equivalent,if standard
a� 1
rlgth used
1 titer fabric
II j
II i N
=11=11=i,-,_
=—=—=1----=-1=—II—II
—6'max—.7 r4"-- Minimum 4"x4"trench =n=—� I E
LI / BackNN trench with native soN
Post spacing may be increased or 3/4"-1.5"washed gravel
to 8'if wire backing is used
2"x2"wood posts,steel fence
posts,or equivalent
•
Figure 4.19—Sift Fence
Design and , • Drainage area of 1 acre or less or in combination with sediment basin
Installation in a larger site.
Specifications
• Maximum slope steepness(normal(perpendicular)to fence line) 1:1.
• Maximum sheet or overland flow path length to the fence of 100 feet.
• No flows greater than 0.5 cfs.
• The geotextile used shall meet the following standards. All geotextile
properties listed below are minimum average roll values(i.e.,the test
result for any sampled roll in a lot shall meet or exceed the values
shown in Table 4.10):
4-94 Volume ll—Construction Stonnwater Pollution Prevention February 2005
Table 4.10
Geotextile Standards
Polymeric Mesh AOS 0.60 mm maximum for slit film woven(#30 sieve). 030
(ASTM D4751) mm maximum for all other geotextile types(#50 sieve).
0.15 mm minimum for all fabric types(#100 sieve).
Water Permittivity 0.02 sec'minimum
(ASTMD4491)
Grab Tensile Strength 180 lbs.Minimum for extra strength fabric.
(ASTM D4632) 100 lbs minimum for standard strength fabric.
Grab Tensile Strength 30%maximum
•
(ASTM D4632)
Ultraviolet Resistance 70%minimum
(ASTM D4355)
• Standard strength fabrics shall be supported with wire mesh,chicken
wire,2-inch x 2-inch wire,safety fence,or jute mesh to increase the
strength of the fabric. Silt fence materials are available that have
synthetic mesh backing attached.
• Filter fabric material shall contain ultraviolet ray inhibitors and
stabilizers to provide a minimum of six months of expected usable
construction life at a temperature range.of 0°F.to 120°F.
• • 100 percent biodegradable silt fence is available that is strong,long
lasting,and can be left in place after the project is completed,if
permitted by local regulations.
• Standard Notes for construction plans and specifications follow. Refer
to Figure 4.19 for standard silt fence details.
The contractor shall install and maintain temporary silt fences at the
locations shown in the Plans. The silt fences shall be constructed in
the areas of clearing,grading,or drainage prior to starting those
activities. A silt fence shall not be considered temporary if the silt
fence must function beyond the life of the contract. The silt fence
shall prevent soil carried by runoff water from going beneath,through,
or over the top of the silt fence,but shall allow the water to pass
through the fence.
The minimum height of the top of silt fence shall be 2 feet and the
maximum height shall be 2//2 feet above the original ground surface.
The geotextile shall be sewn together at the point of manufacture,or at
an approved location as determined by the Engineer,to form geotextile
lengths as required. All sewn seams shall be located at a support post.
Alternatively,two sections of silt fence can be overlapped,provided
the Contractor can demonstrate,to the satisfaction of the Engineer,that
the overlap is long enough and that the adjacent fence sections are
close enough together to prevent silt laden water from escaping
through the fence at the overlap.
February 2005 Volume II—Construction Stormwater Pollution Prevention 4-95
• •
• The geotextile shall be attached on the.up-slope side of the posts and •
support system with staples,wire,or in accordance with the
manufacturer's recommendations. The geotextile shall be attached to
the posts in a manner that reduces the potential for geotextile tearing at
the staples,wire,or other connection device. Silt fence backup
support for the geotextile in the form of a wire or plastic mesh is
dependent on the properties of the geotextile selected for use. If wire
or plastic back-up mesh is used,the mesh shall be fastened securely to
the up-slope of the posts with the geotextile being up-slope of the
mesh back-up support.
The geotextile at the bottom of the fence shall be buried in a trench to
a minimum depth of 4 inches below the ground surface. The trench
shall be backfilled and the soil tamped in place over the buried portion
of the geotextile,such that no flow can pass beneath the fence and
scouring can not occur. When wire or polymeric back-up support
mesh is used,the wire or polymeric mesh shall extend into the trench a M+
minimum of 3 inches.
The fence posts shall be placed or driven a minimum of 18 inches. A
minimum depth of 12 inches is allowed if topsoil or other soft
subgrade soil is not present and a minimum depth of 18 inches cannot.
be reached. Fence post depths shall be increased by 6 inches if the
fence is located on slopes of 3:1 or steeper and the slope is
perpendicular to the fence. If required post-depths cannot be obtained,
the posts shalt be adequately secured by bracing or guying to prevent
overturning of the fence due to sediment loading.
Silt fences shall be located on contour as much as possible,except at
the ends of the fence,where the fence shall be turned uphill such that
the silt fence captures the runoff water and prevents water from
flowing around the end of the fence.
If the fence must cross contours,with the exception of the ends of the
fence,gravel check dams placed perpendicular to the back of the fence
shall be used to minimize concentrated flow and erosion along the
back of the fence. The gravel check dams shall be approximately 1-
foot deep at the back of the fence. It shall be continued perpendicular
to the fence at the same elevation until the top of the check dam
intercepts the ground surface behind the fence. The gravel check dams
shall consist of crushed surfacing base course,gravel backfill for
walls,or shoulder ballast. The gravel check dams shall be located
every 10 feet along the fence where the fence must cross contours.
The slope of the fence line where contours must be crossed -hall not
be steeper than 3:1.
Wood,steel or equivalent posts shall be used. Wood posts shall have
minimum dimensions of 2 inches by 2 inches by 3 feet minimum
length,and shall be free of defects such as knots,splits,or gouges.
4-96 Volume L1-Construction Stormwater Pollution Prevention February 2005
ID.
Steel posts shall consist of either size No. 6 rebar or larger,ASTM A
120 steel pipe with a minimum diameter of 1-inch,U,T,L,or C shape
steel posts with a minimum weight of 1.35 lbs.&or other steel posts
having equivalent strength and bending resistance to the post sizes
listed. The spacing of the support posts shall be a maximum of 6 feet.
Fence back-up support,if used,shall-consist of steel wire with a
maximum mesh spacing of 2 inches,or a prefabricated polymeric
mesh. The strength of the wire or polymeric mesh shall be equivalent
to or greater than 180 lbs.grab tensile strength. The polymeric mesh
must be as resistant to ultraviolet radiation as the geotextile it supports.
• Silt fence installation using the slicing method specification details
follow. Refer to Figure 4/0 for slicing method details..
The base of both end posts must be at least 2 to 4 inches above the top
of the silt fence fabric on.the middle posts for ditch checks to drain
properly. Use a hand level or string level,if necessary,to mark base
points before installation.
Install posts 3 to 4 feet apart in critical retention areas and 6 to 7 feet
apart in standard applications.
Install posts 24 inches deep on the downstream side of the silt fence,
and as close as possible to the fabric,enabling posts to support the
fabric from upstream water pressure.
Install posts with the nipples facing away from the silt fence fabric.
Attach the fabric to each post with three ties,all spaced within the top
8 inches of the fabric. Attach each tie diagonally 45 degrees through
the fabric,with each puncture at least 1 inch vertically apart. In
additiibn,each tie should be positioned to hang on a post nipple when
tightening to prevent sagging.
Wrap approximately 6 inches of fabric around the end posts and secure
with 3 ties.
No more than 24 inches of a 36-inch fabric is allowed above ground
level.
The rope lock system must be used in all ditch check applications.
The installation should be checked and corrected for any deviation
before compaction. Use a flat-bladed shovel to tuck fabric deeper into
the ground if necessary.
Compaction is vitally important for effective results. Compact the soil
immediately next to the silt fence fabric with the front wheel of the
tractor,skid steer,or roller exerting at least 60 pounds per square inch.
Compact the upstream side first and then each side twice for a total of
four trips.
February 2005 Volume II—Construction Stonnwater Pollution Prevention 4-97
• • - I
- • Any damage shall be repaired immediately.
Maintenance • (
• If concentrated flows are evident uphill of the fence,they must be
Standards intercepted and conveyed to a sediment pond.
• It is important to check the uphill side of the fence for signs. of the
fence clogging and acting as a barrier to flow and then causing
channelization of flows parallel to the fence. If this occurs,replace the .
•• fence or remove the trapped sediment.
• Sediment deposits shall either be removed when the deposit reaches
• approximately one-third the height of the silt fence,or a second silt
fence shall be installed. .
• • lithe filter fabric(geotextile)has deteriorated due to ultraviolet
breakdown,it shall be replaced.
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Figure 4.20-Silt Fence installation by Slicing Method
4-98 Volume II-Construction Stormwater Pollution Prevention February 2005
. .
• •
BMP C105: Stabilized Construction Entrance
Purpose Construction entrances are stabilized to reduce the amount of sediment
transported onto paved roads by vehicles or equipment by constructing a
stabilized pad of quarry spalls at entrances to construction sites.
Conditions of Use 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.
On large commercial,highway,and road projects,the designer should
include enough extra materials in the contract to allow for additional
stabilized entrances not shown in the initial Construction SWPPP. It is
difficult to determine exactly where access to these projects will take
place;additional materials will enable the contractor to install them where
needed.
Design and • See Figure 4.2 for details.Note:the 100' minimum length of the
Installation entrance shall be reduced to the maximum practicable size when the
Specifications size or configuration of the site does not allow the full length(100').
• A separation geotextile shall be placed under the spalls to prevent
fine sediment from pumping up into the rock pad. The geotextile
shall meet the following standards: _
Grab Tensile Strength(ASTM D4751) 200 psi min.
Grab Tensile Elongation(ASTM D4632) 30%max.
Mullen Burst Strength(ASTM D3786-80a) 400 psi min.
AOS(ASTM D4751) 20-45(U.S.standard sieve size)
• Consider early installation of the first lift of asphalt in areas that will
paved;this can be used as a stabilized entrance. Also consider the
installation of excess concrete as a stabilized entrance. During large
concrete pours,excess concrete is often available for this purpose.
• • Hog fuel(wood-based mulch)may be substituted for or combined with
quarry spalls in areas that will not be used for permanent roads.Hog
fuel is generally less effective at stabilizing construction entrances and
should be used only at sites where the amount of traffic is very limited.
Hog fuel is not recommended for entrance stabilization in urban areas.
The effectiveness of hog fuel is highly variable and it generally
requires more maintenance than quarry spalls. The inspector may at
any time require the use of quarry spalls if the hog fuel is not
preventing sediment from being tracked onto pavement or if the hog
fuel is being carried onto pavement. Hog fuel is prohibited in
permanent roadbeds because organics in the subgrade soils cause
degradation of the subgrade support over time.
• Fencing(see BMPs C103 and C104)shall be installed as necessary to
restrict traffic to the construction entrance.
4-8 Volume 11—Construction Stormwater Pollution Prevention February 2005
• •
• Whenever possible,the entrance shall be constructed on a firm,
compacted subgrade. This can substantially increase the effectiveness
of the pad and reduce the need for maintenance.
Maintenance • Quarry spans(or hog fuel)shall be added if the pad is no longer in
�',+^• a7,7.45 accordance with the specifications.
• If the entrance is not preventing sediment from being tracked onto
pavement,then alternative measures to keep the streets free of
sediment shall be used. This may include street sweeping,an increase
in the dimensions of the entrance,or the installation of a wheel wash.
• 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 site. The pavement shalt not be
cleaned by washing down the street,except when sweeping is
ineffective and there is a threat to public safety. If it is necessary to
wash the streets,the construction of a small sump shall be considered.
The sediment would then be washed into the sump where it can be
controlled.
• Any quarry spalls that are loosened from the pad,which end up on the
roadway shall be removed immediately.
• If vehicles are entering or exiting the site at points other than the
construction entrance(s),fencing(see BMPs C103 and C 104)shall be
installed to control traffic.
• Upon project completion and site stabilization,all construction
accesses intended as permanent access for maintenance shall be
permanently stabilized.
Driveway shall meet the
requirements of the
pe
It Is recommended that
the entrance be
crowned so that nine
p drains off the pad
"o � I
instal 0`
If there royadslde
ditch present ;
4'-It"quany
Geolexdie
1 r mtn thickness �_ 1� 4,
Provide full width of
inprassbprsss area
Figure 4.2—Stabilized Construction Entrance
February 2005 Volume II—Construction Stormwater Pollution Prevention 4-9
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v Of C EN ERA L Cc N ST-RUC-TIC) N A N D DESIGN 1
rnX7 P .O . BOX 127 PORT Y OW NSEN D WASH INGTON 98368 I
la I Z 360 . 379. 5222
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2
Contractors or Tradespeople Pri Friendly Page Page 1 of 1
General/Specialty Contractor
A business registered as a construction contractor with L£tl to perform construction work within the scope of
its specialty.A General or Specialty construction Contractor must maintain a surety bond or assignment of
account and carry general liability insurance.
Business and Licensing Information
Name L D RICHERT CONSTRUCTION UBI No. 601548958
Phone 3603790236 Status Active
Address Po Box 127 License No. LDRICC*066L0
Suite/Apt. License Type Construction Contractor
City Port Townsend Effective Date 6/20/1994
State WA Expiration Date 5/29/2011
Zip 98368 Suspend Date
County Jefferson Specialty 1 General
Business Type Individual Specialty 2 Unused
Parent Company
Business Owner Information
Name Role Effective Date Expiration Date
RICHERT, LARRY D Owner 01/01/1980
Bond Information
Bond Bond Company Name Bond Account Number Effective Date Expiration Date Cancel Date Impaired Date Bond Amount Received Date
6 CBIC SD7277 04/08/2002 Until Cancelled $12,000.00 05/29/2002
Assignment of Savings Information No records found for the previous 6 year period
Insurance Information
Insurance Company Name Policy Number Effective Date Expiration Date Cancel Date Impaired Date Amount Received Date
6 CBIC INSSD7277 05/25/2002 05/25/2011 $1,000,000.0005/01/2010
Summons/Complaint Information No unsatisfied complaints on file within prior 6 year period
Warrant Information No unsatisfied warrants on file within prior 6 year period
https://fortress.wa.gov/lni/bbip/Print.aspx 2/3/2011
Jefferson County Building Di ' 'on Permit Number: BLD11-00025
Applica FISHER
BUILDING PERMIT INSPECTION APPROVALS applicable Code: 2009 International Building Cods
To schedule inspections, call (360)379-4455 no later than 7:00 AM the day of the inspection.
Requests received after 7:00 AM will not be scheduled for that day's inspections.
ELECTRICAL PERMITS are issued by the Washington State Department of Labor& Industries.
The electrical permit must be signed off by the State Inspector prior to the County's Framing Inspection
Inspection Item Date Approval Signature Notes
Setbacks / !/ Minimum setback from SR 116(Flagler Road)right-of-way shall be 30
�l 7 , feet. Minifaum north and south property line setbacks shall be 5 feet.
Minimum setback from top of shoreline bank shall be no less than 34
feet. 1
Erosion Control SEE CONDITIONS 2&3 1
Foundation Footing aVif
Footing Drains
Foundation Stem Wall 6 I. .�
Underground Plumbing `y
Under Floor Framing -711 it 9____
Straps(hold downs
Ext.Shear Wall Nailing it 3 ( (440k— Lek/lit-�! �- O, - I-a- 1 crit
Rough-in Plumbing a/�g//,Z � tv I .212.21)Z
Shower Pan / 1
Framing /`.,/ag``,2 ()
�
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Blocking ( /
Airseal 2 .lq / z -r-
Insulation:Walls
f R/I /).z_
Insulation: Floors
Insulation:Ceiling
Int. Shear Wall Nailing
Wallboard Nailing eJ4/1 L I
Gas Line: Interior - i-
Z Z
t 2-2
Gas Line:Exterior a(z a I 1 z
Propane Tank 01)2—
Heat/Chimney Clearance (o' k^ylA ®1 -L5--11 /1-` 171-Vi I 14
Mechanical Systems
Duct Test Cert
Blower Airtight Test
Smoke&CO2
Drywell/Alt Drainage SEE CONDITION I DRYWELLS
Address Posted
FINAL INSPECTION ]l[,l
/� n'
lJt1
BUILDING PERMIT
•
Jefferson County Department of Community Development
621 Sheridan Street, Port Townsend, WA 98368
(360)379-4450 FAX (360)379-4451
PERMIT #: BLD11-00025 Received Date: 2/2/2011
SITE ADDRESS: 8123 FLAGLER RD Issue Date 5/4/2011
NORDLAND, 98358 Expiration Date 5/4/2012
OWNER: GEORGE FISHER PHONE: 917-744-7000
ANN FISHER
2402 E ESPLANADE LN#1102
PHOENIX AZ 850169104 GLENNAN SUBURBAN ACRE
SUBDIVISION: Block: 4 Lot: 13
PARCEL NUMBER: 953700432 Section: 29 Township: 30 N Range: 01 E
CONTRACTOR: LD RICHERT CONSTRUCTION PHONE: (360)379-5222
PO BOX 127
PORT TOWNSEND WA 98368
Contractor's License LDRICC*066L0 Expires 5/29/2011
PROJECT DESCRIPTION: NSFR TO REPLACE EXISTING RESIDENCE in conjunction with a shoreline
exemption permit(SDP11-00006)
TYPE OF WORK RES SQUARE FOOTAGE:
TYPE OF IMP NEW MAIN: 3,961
VALUATION 895,000.00 ADD'L: 456 HEAT TYPE: HTP
CODE EDITION: 2009 HEAT BASE: HEAT TYPE: RAD
OCCUPANCY: R-3 UNHEATED: #OF STORIES:
OCCUPANCY: OTHER:
CONST TYPE: 5N SHORELINE:
GARAGE: 718
CONST TYPE: DECK: 1,600 SETBACK:
BANK HEIGHT:
SEWAGE DISPOSAL: ALT
WATER SYSTEM: 05783 Type Amount Paid By: Date: Receipt:
BEDROOMS: BATHROOMS: Permit $5,109.75 LYK 02/02/11 120424
Exist: 0 Exist: 0 Plan Check $3,321.34 LYK 02/02/11 120424
Prop: 3 Prop: 5 State Building Code $4.50 LYK 02/02/11 120424
Total: 3 Total: 5 Total: $8,435.59
Directions to Site:
HEALTH DEPARTMENT AND PUBLIC WORKS APPROVAL REQUIRED PRIOR TO FINAL INSPECTION
THIS PERMIT IS VALID FOR ONE YEAR OR IT MUST BE PROPERLY RENEWED
BUILDING INSPECTION HOT-LINE 379-4455.
Request must be received by 7 am the day the inspection is needed.
Office Hours 9:00 am -4:30 pm MONDAY - THURSDAY
HOT LINE AVAILABLE 24 HOURS A DAY
SPECIAL CONDITIONS APPLY-SEE ATTATCHED
• •
CONDITIONS for Building Permit# :BLD11-00025
1.) 2005 DOE STORMWATER MANUAL DRYWELL DESIGN CRITERIA
ALL INFILTRATION SYSTEMS SHOULD BE AT LEAST 10 FEET FROM ANY
STRUCTURE, PROPERTY LINE, OR SENSITIVE AREA.
FOR SITE WITH SEPTIC SYSTEMS, INFILTRATION SYSTEMS MUST BE
DOWNGRADIENT OF THE DRAINFIELD UNLESS THE SITE TOPOGRAPHY CLEARLY
PROHIBITS SUBSURFACE FLOWS FROM INTERSECTING THE DRAINFIELD.
DRYWELL BOTTOMS MUST BE A MINIMUM OF 1 FOOT ABOVE SEASONAL HIGH
GROUNDWATER LEVEL OR IMPERMEABLE SOIL LAYERS.
EACH DRYWELL MAY SERVE UP TO 1000 SQUARE FEET OF IMPERVIOUS
SURFACE FOR EITHER MEDIUM SANDS OR COURSE SANDS.
TYPICALLY DRYWELLS ARE 48 INCHES IN DIAMETER(MINIMUM)AND HAVE A
DEPTH OF 5 FEET (4 FEET OF GRAVEL AND 1 FOOT OF SUITABLE COVER
MATERIAL).
FILTER FABRIC (GEOTEXTILE) MUST BE PLACED ON TOP OF THE DRAIN ROCK
AND ON TRENCH OR DRYWELL SIDES PRIOR TO BACKFILLING.
SPACING BETWEEN DRYWELLS MUST BE A MINIMUM OF 4 FEET.
2.) A SILT FENCE SHALL BE INSTALLED AS FAR AS PRACTICABLE LANDWARD FROM
THE LANDSLIDE HAZARD AREA BUFFER PRIOR TO ANY LAND DISTURBING
ACTIVITY. APPLICANT/CONTRACTOR SHALL BE RESPONSIBLE TO MAKE SURE
THAT SILT DOES FLOW INTO THE LANDSLIDE HAZARD AREA OR OFF SITE.
THE MINIMUM HEIGHT OF THE TOP OF SILT FENCE SHALL BE 2 FEET AND THE
MAXIMUM HEIGHT SHALL BE 2 1/2 FEET ABOVE THE ORIGINAL GROUND
SURFACE.
THE SILT FENCE SHALL BE BURIED IN A TRENCH TO A MINIMUM DEPTH OF 5
INCHES BELOW THE GROUND SURFACE. THE TRENCH SHALL BE BACKFILLED
AND THE SOIL TAMPED IN PLACE OVER THE BURIED PORTION OF THE SILT
FENCE, SUCH THAT NO FLOW CAN PASS BENEATH THE FENCE AND SCOURING
CAN NOT OCCUR.
ANY DAMAGE TO THE SILT FENCE SHALL BE REPAIRED IMMEDIATELY.
SEDIMENT DEPOSITS SHALL EITHER BE REMOVED WHEN THE DEPOSIT
REACHES APPROXIMATELY ONE-THIRD THE HEIGHT OF THE SILT FENCE, OR A
SECOND SILT FENCE SHALL BE INSTALLED.
3.) CONSTRUCTION ENTRANCES 111LL BE STABILIZED WHEREVER TRAFFONILL
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.
4. The applicant shall implement the approved CASP. BUILDING FINAL SHALL NOT BE
ISSUED UNTIL AN AS-BUILT FOR FWHCA MITIGATION HAS BEEN SUBMITTED AND
PPROVED BY JEFFERSON COUNTY DEPARTMENT OF COMMUNITY
' DEVELOPMENT.
5.) The applicant shall adhere to conditions specified in the CASP permit(CSP11-00005).
6.) Maintaining ground cover will help reduce erosion from surface runoff. Any bare areas
that develop should be revegetated. Native low growing vegetation that requires little or
no irrigation would be the most beneficial
7.) Tree limbs, lawn clippings, etc. should not be thrown over the bluff because these piles
have a tendency to damage/kill the underlying vegetation which in turn increases the
erosion potential of the bluff soils. These piles also add unnecessary weight to the bluff
soils, especially when saturated with water.
8.) The existing dug well must be decommissioned by a licensed well driller prior to final
building inspection.
9.) SEP10-105 must have final approval prior to BLD final approval.
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.) A vegetative buffer of 30-feet shall be permanently maintained from the top or edge of the
Landslide Hazard Area. All buffers shall be measured perpendicularly from the top of the
Landslide Hazard Area.
13.) Landslide Hazard Areas and their associated buffers shall remain naturally vegetated.
Should buffer disturbance occur during construction, the Unified Development Code
(UDC)Administrator shall require replanting with native vegetation. No alterations shall be
made to the Landslide Hazard Area or its associated buffer without prior authorization by
the UDC Administrator.
14.) Prior to and during approved construction activities, the perimeter of the landslide hazard
area buffer shall be marked with a temporary sign. The sign shall be placed in such a
manner that it can be directly observed from the construction area. The sign shall contain
the following statement: "Landslide Hazard Area and Buffer- Do not Remove or Alter
Existing Vegetation."
15.) All construction activities shall not encroach upon the landslide hazard area
buffer. This
includes the storage or preparation of materials.
16.) The applicant shall permanently separate the boundary of the Landslide Hazard Area
Buffer from the remainder of the subject property through installing logs, trees, a hedge
row, or any other prominent physical marking approved by the UDC Administrator.
17.) 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.
18.) A Stormwater Site 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.
19.) Outdoor residential storage shall be maintained in an orderly manner and shall create no
fire, safety, health or sanitary hazard.
20.) 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 automobile 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 requirements 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.
21.) A minimum of two(2) on-site parking spaces shall be provided for the single family
residence.
22.) Maximum lot coverage is not to exceed 25%. Lot coverage is defined as amount of
impervious surface which includes roof tops, driveways, concrete, etc.
23.) The building height is not to exceed 35 feet.
24.) Minimum setback from SR 116 (Flagler Road) right-of-way shall be 30 feet. Minimum
north and south property line setbacks shall be 5 feet. Minimum setback from top
plan.of
shoreline bank shall be no less than 34 feet as depicted on the approved
25.) 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.
26.) Lighting fixtures shall be designed and hooded to prevent thThe source from brightness m being of
directly visible from outside the boundaries of the property. intensity
all lighting, during construction and after project completion shall not adversely affect the
use of surrounding properties or adjoining rights-of-way.
27.) Residential developers and individual builders shall be required to preserve shoreline
vegetation and reduce the associated risk of erosion during construction and any future
activity which may impact the stability of the shoreline.
mo .
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-•
Date /6/4./i3 time received 0:1 am I pm Mon. Tues. ,Wed:410 - Fri.
BED: l/ ` 0002.51 - Date: /41/7/3 -
OWNER: Contact Name.:
ADDRESS: 8f 2 3 .e. , 4,/' Contact Number 360 30 I-Q54 3 r
9i .
206
Notes: --1%
Foundation Plumbing -Framinq' . Propane Tank Mechanical
Setbacks Under-ground Framing Under ground Furnace
Footing Rough in Alrseal Above ground Gas
Stemwall __ Hydronic Exterior shear Exterior lines Oil
Straps Interior shear Interior lines • Ducts
. Post Hole _ Ventilation . Appliance •
Underfloor Gas/wood stove
Man-Homes -
Setbacks ' Insulation. Final Inspection
Foundation • "' ='
Block&lie floor _wall ceiling . Address Posted
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Date ; time received g"3 7 am / pm CD Tues. _Wed: Thur. -Fri.
BID: 1 I-- 01, . Date: 'IP
OWNER: Contact Name:
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ADDRESS: ?I G. F )4-4.,42-r Contact Number 360 70)3 1 ra ...,,,
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Notes: C_ UL) 3 206 6 I 0
Foundation, Plumbing - Framing Propane Tank Mechanical
Setbacks Under-ground Framing Under ground Furnace _
Footing Rough in Air seal Above ground Gas _
Stemwail Hydronic _ Exterior shear Exterior lines Oil , _
Straps Interior shear Interior lines ' Ducts f_
Post Hole Ventilation Appliance ____
Underfloor _ Gas/wood stove
Man-Homes
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BID: — 2 Date:
OWNER: i 1.....i-o Contact Name:
2.3 Contact Number:360 2 P -
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ADDRESS: ,
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206
Notes: iv
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Foundation Plumbing - Framing Propane Tank echanical
Setbacks Under-ground Framing Under ground Furnace _
Footing Rough in Air seal Above ground Gas _
Stemwall _ Hydronic Exterior shear Exterior lines Oil _
• Straps Interior shear Interior lines ' Ducts •r—
Post Hole Ventilation Appliance —
Underfloor Gas/Wood stove
Man-Homes .
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Foundation . .'-' .0. _
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OWNER: IA-(f Contact Name:
ADDRESS: J ij Contact Number.360 .. / –Yfr ..;,
206 4
Notes:
Foundation Plumbing - Framing /Pr pane Tank Mechanical
Setbacks Under-ground_ Framing � Under ground Furnace —
Footing Rough In Air seal Above ground __ Gas —
Stemwall _ Hydronic Exterior shear _ Exterior lines Oil
Straps Interior shear Interior lines Ducts _
Post Hole Ventilation Appliance —
Underfloor Gas/wood stove
Man-Homes
Setbacks Insulation. Final inspection .=
Foundation __ _
Biock&Tie floor _wall ceiling Address Posted
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11,1111 -
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Date ir
tune received ' am / Mon Tues Wed: Thur. --FM.
BM: / — (:' , Date: ' 2
•
OWNER: + 1E e- Contact Name.: t) a L.--
ADDRESS: r3)-3 , Ajj1.4,-- AI Contact Number:360 77v- -1 -17
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Notes:
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Setbacks tv/Under-ground Framing Under ground Furnace
Footing Rough in Air seal Above ground Gas ____
Stemwall Hydronic Exterior shear Exterior lines Oil
Straps ____ interior shear interior lines ' Ducts
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Underfloor _ Gas/wood stove
Man-Homes .
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Foundation
Block&Tie floor _wall ceiling Address Positd
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BLD: / Date: 23-
OWNER: _ Contact Name:
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ADDRESS: ♦ Contact Number:360 7 '' 2? /Notes: 206
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Foundation Plumbing -Framing Propane Tank Mechanical •
Setbacks Un r-ground_ Framing Under ground—_ Furnace —
Footing ough in Air seal Above ground - Gas
Stemwaii — Hydronic Exterior shear Exterior lines Oil
Straps Interior shear Interior lines i Ducts _
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BLD: // --S--- Date:
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OWNER: Contact Name:
ADDRESS: r i).-3 , , /L.- Contact Number:360
206 -4
Notes: 0
Foundation Plumbing - Framing Propane Tank Mechanical
Setbacks _ Under-ground _i .-FramIng Under ground Furnace _
Footing Rough In Air seal Above ground Gas _
Stemwall _ Hydronic ..-"'-.-. Exterior shear Exterior lines Oil
Straps Interior shear Interior lines , Ducts
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OWNER: /i ._:, - Contact Name:
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ADDRESS: 0 / .`.--' 0 1.3 2.1..--. Contact Number:
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Foundation Plumbing - Framing Propane Tank Mechanical . -
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BLD: i 1-a('n5,, ,/ Date: I 1'�-
OWNER: ''Si" i Contact Name: (�2
ADDRESS: 13 lZ J qa. �( i�, Y )Otd I�a. Contact No: 0 3 " 15/3
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Note I�° 41—._ i•
Foundation Plumbing Framing Propane Tank Mechanical,
Setbacks Under-ground_ Framing Under ground _ Furnace _
Footing Rough in Air seal Above ground _ Gas
Stemwall Hydronic Exterior shear _ Exterior lines _ Oil _
Straps Interior shear _ Interior lines _ Ducts _
Post Hole Ventilation Appliance —
Underfloor Gas/wood stove_
Man-Homes Insulation
Setbacks _ Final Inspection
Foundation
Block&Tie _ floor wall ceiling Address Posted
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Date t V• //time received .41 am Mon. Tues. Wed.
- IL
BIM: ),r Date:
OWNER: .4., •1.---- A • Contact Name:
ADDRESS: 8›.../ .9)--3 ■ (5 2-1----- /6-r)
6( Contact Number 360
206 4
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Notes:
, .
Foundation Plumbing - Framing Propane Tank Mechanical
Setbacks Under-ground Framing Uncle!'ground Furnace _____
Footing Rough in Air seal
Above ground Gas _
Stemwall Hydronic Exterior shear Exterior lines Oil
Straps _ Interior shear Interior Ones , Ducts
Post Hole Ventilation Appliance _____
Underfloor Gas/wood stove
Man-Homes .
,
Setbacks Insulation. Final Inspection
Foundation .
tv
Block&Tie floor wall ceiling. . Address Postbd
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Date YIV//time received ii—:1 0 am /el Mon. Tues. .Wed Thur ri.
,— ,r 5 / s----
BLD: . Date:
OWNER: • ... Contact Name:
1 0
ADDRESS: Z-e —• / er Contact Number.360 ?° / -
L 206
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Notes: IF
Foundation Plumbing - Framing Propane Tank Mechanical
Setbacks Under-ground Framing Under ground Furnace _
Footing — Rough in Air seal Above ground Gas ____
Stemwall Hydronic Exterior shear Exterior lines Oil
• Straps Interior shear Interior lines , Ducts
Post Hole Ventilation Appliance ______
Underfloor Gas/wood stove
Man-Homes .
1
Setbacks Insulation. Final Inspection .L11
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Date 1 'time received 2r‘.00 amt ;;;"
.. Mon. Tues. Wed: Thur. - Fri.
BIM: 1^ \ •
Date:
OWNER: t k. Contact Name:
ADDRESS: Z2j t ct. e.�,,. G".--ci(_/' j
Contact Number /t/ ^.360 7 4k
Notes:
206 x
•
Foundation Plumbing -Framing Propane Tank • Mechanical •
Setbacks „= Under-ground Framing Underground Furnace
Footing Rough in Air seal Above ground _ Gas
Stemwall _ Hydronic Exterior shear Exterior lines _ Oil —
Straps Interior shear Interior lines Ducts
Post Hole Ventilation .l Appliance
Underfloor V/ Gas/wood stove
Man-Homes —,
Setbacks Insulation Final Inspection
Foundation _ ,.,<
Block&Tie floor _wall ceiling. . Address Posttd
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