HomeMy WebLinkAboutBLD2011-00050 THIS BUILDING IS
NOT FINALED .
PERMIT WAS CANCELLED
PRIOR TO RECEIVING ALL
INSPECTIONS AND HAS NOT
BEEN ISSUED A CERTIFICATE
OF OCCUPANCY .
itILDING PERMIT APPLICA N MReviewT00005
Jefferson County Department of Community Development
621 Sheridan Street Port Townsend, WA 98368
PERMIT #: BLD11-00050 Received Date: 3/7/2011
SITE ADDRESS: 1351 LINGER LONGER RD
QUILCENE, 98376
OWNER: RONALD WORLEY PHONE: 425-4S3-8830
CANDICE WORLEY
1351 LINGER LONGER RD
QUILCENE WA 98376
SUBDIVISION: Block: Lot: T 17+
PARCEL NUMBER: 702251012 Section: 25 Township: 27 N Range: 02 W
CONTRACTOR: OWNER/BUILDER PHONE:
REPRESENTATIVE: PHONE:
PROJECT DESCRIPTIOI ADDITION & REMODEL TO EXISTING SFR
TYPE OF WORK RES SQUARE FOOTAGE:
TYPE OF IMP ADD MAIN: 600
VALUATION 59,370.00 ADD'L: HEAT TYPE: EEE
CODE EDITION: 2009 HEAT BASE: HEAT TYPE: PRO
OCCUPANCY: R-3 UNHEATED: #OF STORIES:
OCCUPANCY: OTHER:
CONST TYPE: 5N GARAGE: SHORELINE:
CONST TYPE: DECK: SETBACK:
BANK HEIGHT:
SEWAGE DISPOSAL: CON
WATER SYSTEM: 1PWELL
BEDROOMS: BATHROOMS:
Exist: 3 Exist: 2
Prop: 0 Prop: 1
Total: 3 Total: 3
Routing Date:
3_7_ I i
Type Amount Paid By: Date: Receipt: Approved/Date
Permit $713.75 LYK 03/07/11 123262 APPROVED
Plan Check $463.94 LYK 03/07/11 123262
State Building Code $4.50 LYK 03/07/11 123262 JUN
$1,182.19
Jefferson County Planning
&Building Department
•
parcel 702 254 015 North
appr_475'
5'
33. 48'
Atickion ; _=y
existing ,t- tvellb 17'
garage/shop 2b 9 19
25
w 2
56' 29'
approximate location sa
driveway o
30' a 0
residence -
28 �'
reserve Fes'E i 2 N
dram field ;:,=
existing
i . 1f ! i
398'
tax parcel 702 251 015 PERMIT # BL1
1 1 5 Fr
ffERSON COUNTY OCR . ya .
APPROVED
SITE PLAN
JUN 2 ! 20 Worley Quilcene Home Addition(688 sq_ft_)
Ronald&Candice Hsu Worley
ErSON COUNTY
^` c; \lUN1TYDEVELOP\4ENT 1351 Linger
■
l
Quieene,WA.98376
425.453.8830
Tax Parcel:702 251 102
Scale 1==30'
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• •
3.1.1 Downspout Infiltration Systems
Downspout infiltration systems are trench or drywell designs intended
only for use in infiltrating runoff from roof downspout drains. They are
not designed to directly infiltrate runoff from pollutant-generating
impervious surfaces.
Application The following apply to parcels as described in Volume I:
1. Single family subdivision projects subject to Minimum Requirement#7
for flow control(Volume I)must provide for individual downspout
infiltration systems on all lots smaller than 22,000 square feet if feasible.
Local governments may specify a different lot size that is more -
appropriate-based on local soil and slope conditions and rainfall.
Concentrated flows may not be directed to adjoining lots. They must be
dispersed and retained on the building lot to the maximum extent
possible.
2. The feasibility or applicability of downspout infiltration must be
evaluated for all subdivision single-farni ly lots smaller than 22,000
square feet. The evaluation procedure detailed below must be used to
determine if downspout infiltration is feasible or whether downspout
dispersion can be used in lieu of infiltration.
3. For subdivision single-family lots greater than or equal to 22,000 square ,
feet,downspout infiltration is optional,and the evaluation procedure
detailed below may be used if downspout infiltration is being proposed
voluntarily.
4. If site-specific tests indicate less than 3 feet of permeable soil from the
proposed final grade to the seasonal high groundwater table,then a
downspout dispersion system per Section 3.1.2 may be used in lieu of
infiltration.
5. On lots or sites with more than 3 feet of permeable soil from the
proposed final grade to the seasonal high groundwater table,downspout
infiltration is considered feasible if the soils are outwash type soils and
the infiltration trench can be designed to meet the minimum design
criteria specified below.
Note: If downspout infiltration is not provided on these lots, then a
downspout dispersion system must be provided per Section 3.1.2.
Flow Credit for If roof runoff is infiltrated according to the requirements of this section,
RoofDownspout the roof area may be discounted from the project area used for sizing
Infiltration stormwater facilities.This is done by clicking on the"Credit"button in
W WHM and entering the percent of roof area that is being infiltrated.
3-4 Volume Ill—Hydrologic Analysis and Flow Control BMPs February 2005
• •
Procedure for 1. A soils report must be prepared by a professional soil scientist certified
Evaluating by the Soil Science Society of America(or an equivalent national
Feasibility program),a locally licensed onsite sewage designer,or by other suitably
trained persons working under the supervision of a professional
engineer,geologist,hydrogeologist,or engineering geologist registered
in the State of Washington to determine if soils suitable for infiltration
are present on the site. The report must reference a sufficient number of
soils logs to establish the type and limits of soils on the project site. The
report should at a minimum identify the limits of any outwash type soils
(i.e.,those meeting USDA soil texture classes ranging from coarse sand
and cobbles to medium sand)versus other soil types and include an
inventory of topsoil depth.
2. On lots or sites with no outwash type soils,a downspout dispersion system
per Section 3.1.2 may be used in lieu of infiltration_
3: On lots or sites containing outwash type soils(coarse sand and cobbles
to medium sand),additional site-specific testing must be done.
Individual lot or site tests must consist of at least one soils log at the
location of the infiltration system,a minimum of 4 feet in depth(from
proposed grade),identifying the SCS series of the soil and the USDA
textural class of the soil horizon through the depth of the log,and noting
any evidence of high groundwater level,such as mottling.
Note:This testing must also be carried out on lots or sites where
downspout infiltration is being proposed in soils other than outwash.
4. If site-specific tests indicate less than 3 feet of permeable soil from the
proposed final grade to the seasonal high groundwater table,then a
downspout dispersion system per Section 3.1.2 may be used in lieu of
infiltration.
5. On lots or sites with more than 3 feet of permeable soil from the
proposed final grade to the seasonal high groundwater table,downspout
infiltration is considered feasible if the soils are outwash type soils and
the infiltration trench can be designed to meet the minimum design
criteria specified below.
Design Criteria Figure 3.2 shows a typical downspout infiltration trench system,and
for Infiltration Figure 3.3 presents an alternative infiltration trench system for sites with
Trenches coarse sand and cobble soils. These systems are designed as specified
below.
General
L The following minimum lengths(linear feet)per 1,000 square feet of
roof area based on soil type may be used for sizing downspout
iuf -hion trenches:
Coarse sands and cobbles 20 LF
um sand
February 2005 Volume Ul—Hydrologic Analysis and Flow Control BMPs 3-5
• •
Fine sand,loamy sand 75 LF
Sandy loam 125 LF
Loam 190 LF
2. Maximum length of trench must not exceed 100 feet from the inlet
sump.
3. Minimum spacing between trench centerlines must be 6 feet.
4. Filter fabric must be placed over the drain rock as shown on Figure 3.2
prior to backfilling.
5. Infiltration trenches may be placed in fill material if the fill is placed and
compacted under the direct supervision of a geotechnical engineer or
professional civil engineer with geotechnical expertise,and if the
measured infiltration rate is at least 8 inches per hour. Trench length in
fill must be 60 linear feet per 1,000 square feet of roof area. infiltration
rates can be tested using the methods described in Section 3.3.
6. Infiltration trenches should not be built on slopes steeper than 25
percent(4:1). A geotechnical analysis and report may be required on
slopes over 15 percent or if located within 200 feet of the top of steep
slope or landslide hazard area.
7. Trenches may be located under pavement if a small yard drain or catch
basin with grate cover is placed at the end of the trench pipe such that
overflow would occur out of the catch basin at an elevation at least one
foot below that of the pavement,and in a location which can
accommodate the overflow without creating a significant adverse
impact to downhill properties or drainage systems. This is intended to
prevent saturation of the pavement in the event of system failure.
Design Criteria Figure 3.4 shows a typical downspout infiltration drywell system. These
for Infiltration systems are designed as specified below.
Drywells
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
3-6 Volume III—Hydrologic Analysis and Flow Control BMPs February 2005
r r
hazard area or slopes greater than 15%without evaluation by a 1
professional engineer with geotechnical expertise or a licensed
geologist,hydrogeologist,or engineering geologist,and with
jurisdiction approval.
root
drain
PLAN VIEW
4'rigid or G fade
NTS
perforeied Pig
ttf�f6110R1 sump ndsdd id
ovafaw
s+
rind Or r&wdbie splash blaait
i
12' 1° ,4 ivat�isd mcfic +.4 o 4 0:43 * 5_0*°""
1YJ2"�'I4' n+ Path
foe mesh sawn CE Sutp Ndsd ki id
1
iCr axe—.
6tter fabric--) badda
} l r.. .,.: yea
o 6 • r pipe
ov+ 04
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` A e V°�4° 7°ate washed ludic
12. v a.L^07° ' • 1 1/2'-314'
TT \6 4 �bga'
T
ir,irr9
SECTION A
tors
Figure 3.2 Typical Downspout Infiltration Trench
Source: King County
February 2005 Volume ill—Hydrologic Analysis and Flow Control BMPs 3-7
• •
;
I
. � ®.-.V.N
T::ni_
11(2"_ve a* ! .y
wa5hofl NC3C.. /� g9ti A�► 1$'f1Yi. i
�a .�Y and aiEslp argt p� ipina4 ie i
.4a pays; r
a
• 7 min . . ___.__15 mart
a
wYN Y .
Figure 3.3 Alternative Downspout Infiltration Trench System for Coarse Sand and Gravel
Source: King County
3-8 Volume ill—Hydrologic Analysis and Flow Control BMPs February 2005
•
� i I
l % Roof Downspout
Haute %
Catch Drai}
R f10w
! I
Dokrnspput
O
DRY WELL 48irchDiarr>eter
Hoe FiUedwilh
PLAN VIEW tile-3"Washed
Drain R odc
NTS
/ Roof Downspout
Mark Center of Hole'
Ho uttm $I Overflow artq t ra RI means
A; Splash Block Topsoil Flush withSurface
1'min.
fbw ]4$'.. 4&:i4ica•: it.Y
•fit Yf�. ?'�•,l�yY���k'�fi
Fine Mesh Screen LI— Min.4"ci
a ;, *,ta4 ;s
PVC P ipe o e� .i-"
.••,e o
Catch Basin f�g� 4.
(lard Drain)
F24 48 ln h Diameter ' 4''Tn-
Sides of Hoe Fiffedwith
Lined with ? ii/2-3 Washed 5.
Fi liar Fabric y, Drain Rod;
it
I lgmin. e G.;
+.for: t.tTi7at=•.11:!4-41
Min. 1'above Soasasiaf
DRY WELL High Groundwater Table
SECTION
NTS i
t �
{
Figure 3.4–Typical Downspout Infiltration Drywell
Source: King County
February 2005 Volume ill–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.
3-10 Volume Ill—Hydrologic Analysis and Flow Control BMPs February 2005
• •
BMP C230: Straw Bale Barrier
Purpose To decrease the velocity of sheet flows and intercept and detain small
amounts of sediment from disturbed areas of limited extent,preventing
sediment from leaving the site. See Figure 4.17 for details on straw bale
barriers.
Conditions of Use Below disturbed areas subject to sheet and rill erosion.
• Straw bales are among the most used and least effective BMPs. The
best use of a straw bale is hand spread on the site.
• Where the size of the drainage area is no greater than 1/4 acre per 100
feet of barrier length;the maximum slope length behind the barrier is
100 feet;and the maximum slope gradient behind the bather is 2:1.
• Where effectiveness is required for less than three months.
• Under no circumstances should straw bale barriers be constructed
in streams,channels,or ditches.
• Straw bale bathers should not be used where rock or hard surfaces
prevent the full and uniform anchoring of the barrier.
Design and Bales shall be placed in a single row,lengthwise on the contour,with ends
Installation . of adjacent bales tightly abutting one another.
Specifications All bales shall be either wire-bound or string-tied. Straw bales shall be
installed so that bindings are oriented around the sides rather than along
the tops and bottoms of the bales in order to prevent deterioration of the
bindings.
• The barrier shall be entrenched and backfilled. A trench shall be
excavated the width of a bale and the length of the proposed barrier to
a minimum depth of 4 inches. The trench must be deep enough to
remove all grass and other material that might allow underflow. After
the bales are staked and chinked(filled by wedging),the excavated
soil shall be backfilled against the barrier. Backfill soil shall conform
to the ground level on the downhill side and shall be built up to 4
inches against the uphill side of the barrier.
• Each bale shall be securely anchored by at least two stakes or re-bars
driven through the bale. The first stake in each bale shall be driven
toward the previously laid bale to force the bales together. Stakes or
re-bars shall be driven deep enough into the ground to securely anchor
the bales. Stakes should not extend above the bales but instead should
be driven in flush with the top of the bale for safety reasons.
• The gaps between the bales shall be chinked(filled by wedging)with
straw to prevent water from escaping between the bales. Loose straw
scattered over the area immediately uphill from a straw bale barrier
tends to increase barrier efficiency. Wedging must be done carefully
in order not to separate the bales.
February 2005 Volume 11—Construction Stormwater Pollution Prevention 4-89
• •
Maintenance • Straw bale barriers shall be inspected immediately after each runoff-
Standards producing rainfall and at least daily during prolonged rainfall.
• Close attention shall be paid to the repair of damaged bales, end runs,
and undercutting beneath bales.
• Necessary repairs to barriers or replacement of bales shall be
accomplished promptly.
• Sediment deposits should be removed after each runoff-producing
rainfall. They must be removed when the level of deposition reaches
approximately one-half the height of the barrier.
• Any sediment deposits remaining in place after the straw bale barrier
is no longer required shall be dressed to conform to the existing grade,
prepared and seeded.
• Straw bales used as a temporary straw bale barrier shall be removed
after project completion and stabilization to prevent sprouting of
unwanted vegetation.
4-90 Volume 11— Construction Stormwater Pollution Prevention February 2005
• •
Section A - A ■I
s-s' II.
(1.5-1.8m) \/\/ �a1�\/\\/��
//i;/�\ ,/i,//.„„
onPonding Height I
III2-�\\ice/ _ _ Embed Straw Bale
MUM \//�/\/�\�/�\�/. 4"(100mm)
Soil
I
Angle Stake Toward
Previous Bale to
Section B - B A— Provide Tight Frt
1 lillatil lI \fllrli
111,11 IIII
il
Wooden Stake
or Rebar Driven
Through Bale.
Plan 3°\ u_ o
0 J
cl:k ,r,.NOTES:
1.The straw bales shall be placed on slope contour.
2.Bales to be placed in a row with the ends tightly abutting.
3.Key in bales to prevent erosion or flow under bales.
Figure 4.17 Straw Bale Barrier
February 2005 Volume II-Construction Stonnwater Pollution Prevention 4-91
• •
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
strength fabric used
l I •
......................................... I Filter fabric
lI E
II ..................
1i=
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.................n=p=11=Ir"=1C'
1f Il 11=11=1f. II II a II If.4. _ == —I 1=l
1 1 6'max =u=n I E
Minimum 4"x4"trench
Backfill trench with native soil
Post spacing may be increased or 3I4"-1.5'washed gravel
to 6'if wire backing is used
2"x2"wood posts,steel fence
posts,or equivalent
Figure 4.19—Silt 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 II—Construction Stormwater Pollution Prevention February 2005
• •
Table 4.10
Geotextile Standards
Polymeric Mesh AOS 0.60 mm maximum for slit film wovens(#30 sieve). 0.30
(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-1 minimum
(ASTM D4491)
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 2Y2 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 I!—Construction Stormwater Pollution Prevention 4-95
•
• •
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./ft. 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 4.20 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
addition, 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 11- Construction Stormwater Pollution Pevention 4-97
• •
Table 4.10
Geotextile Standards
Polymeric Mesh AOS 0.60 mm maximum for slit film wovens(#30 sieve). 0.30
(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 I minimum
(ASTM D4491)
Grab Tensile Strength 180 lbs.Minimum for extra strength fabric.
(ASTM D4632) 100 Is 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 ll—Construction Stormwater Pollution Prevention 4-95
• •
Table 4.10
Geotextile Standards
Polymeric Mesh AOS 0.60 mm maximum for slit film woven(#30 sieve). 0.30
(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-1 minimum
(ASTM D4491)
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'/z 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 11—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 back-up
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
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 shall 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 shall 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 11—Construction Stormwater Pollution Prevention February 2005
• •
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./ft. 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 4.20 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
addition, 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.
Febniary 2005 Volume II—Construction Stormwater Pollution Prevention 4-97
• •
• 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 bather 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.
• If the filter fabric (geotextile)has deteriorated due to ultraviolet
breakdown, it shall be replaced.
f x.
..trneel.N$ I POST SPACING:
sac Z•" T sax.sr epos.now ..............
4 r 4"wax..a peeling an - TnpafPafhnc
Attach 1 SCI* a0° .. .. y §3.
.paa.we olds M pool
S
DOW**VW*00,10•Id•.t POST DEPTH: _^r :••g'?
silt bate 2,.dil•• A.much below et•xnd
WWI settee e:ata•e a•/Wade 71,60%.*ereand
SO NO.w OreM•f
1 OEM c -./ 100%compaction
wengc.
� 'tJ�\% 4:i4`\ •Gauxt tmdc at posts.I Needed.
,': , \j\/\N•N:\ /\\\ •L etheeliep.tpwe.tOtOI labrIc
*//''' \/�// %\ atmen h be apganary,vtn�.t:c noes.erucaey
\\\ N..
•Nang each tie on e pal nipple end eg •ea:0y.
No more than 24-of a 36"fabric tae cab*not(sobs or to•wins
is allowed above ground.
{tot of sit fence
+wow 3v ty
Post
•
coo pactor:
Ui" P•altc
Al‘
edww' ; Sit fence
till
7 ft.lrtlJ !'f 1
� y 1fAffrrifiA 0,�. i .,,. of 11;;; ; --
'>;''a r e 1 0 y ...`mil \��+'�'
��Sa frll etttl! )li .- °ray o
� b \,t1t nn�yt alp t a���t°xj �� � �i�'
> 1,�`.`3�.�'�"... v S�lllihiS\1 �\�t� �I`.y4 '.l_.vc•@ �qyi
hien0 ntifl p acing t1eta,'.'..... -
(76-mmisklk1) fill runt*kith) ;Completed ltt n
Vteetooy piowis not acceptable because of badamttel compaction
Figure 4.20—Silt Fence Installation by Slicing Method
4-98 Volume II—Construction Stormwater Pollution Prevention February 2005
o 4w0ON co JEFFERSON COUNTY
DEPARTMENT OF COMMUNITY DEVELOPMENT
621 Sheridan Street I Port Townsend,WA 98368 I Web:www.co.Jefferson.wa.us/communitydevelopment
�So Tel:360.379.4450 I Fax:360.379.4451 I Email:dcd @co.iefferson.wa.us
K
Building Permits& Inspections I Development Consistency Review J Long Range Planning J Watershed Stewardship Resource Center
July 17, 2013
RONALD AND CANDICE WORLEY
1351 LINGER LONGER RD
QUILCENE WA, 98376-7523
RE: Building Permit No. BLD11-00050
Dear RONALD AND CANDICE WORLEY,
It has come to our attention that your building permit No. BLD11-00050 has been expired since 6/30/2011.
As you may know, our department offers renewal of building permits for an annual fee of: $228. These
annual fees owed accumulate each year. Since your permit has been expired since 6/30/2011, your total
renewal fees owed are: $222.
However, to encourage you to renew your permit and continue with required inspections of your building, our
Department is offering to renew your permit for the single-year amount of$228.
Once your permit is renewed, you are again eligible to receive County inspections with the goal of
completing the building review process over a one-year time period. Having your building receive and pass
all of its required inspections is valuable to you as it is your assurance that your building meets adopted
standards for quality and safety. Additionally, having documentation that your building has passed required
inspections may be required from lenders or buyers if you ever decide to sell or re-finance your building.
The reverse side of this letter lists the typical items required for a final inspection approval.
To take advantage of this offer, we must receive your full payment of$228 by March 30, 2013. Please make
your check or money order payable to: Jefferson County DCD and include your building permit number on
your check. You may also pay at our office with check, money order, cash, or credit card.
http://www.co.jefferson.wa.us/commdevelopment/Credit%20Card.htm
This is the only notice you will receive. If we do not receive your full payment by the due date, your permit
will be cancelled. Once cancelled, if you later decide to renew your permit, you will have to apply for an
entirely new building permit, pay all associated fees, and comply with current building and zoning code
requirements. In the event that your building permit is cancelled and your construction is not finalized by the
building inspectors, the County may choose to record a "Notice to Title" on the property, to document the
property is out of compliance with the County's development codes.
If you have any questions about this offer, you may call our office at: (360) 379-4450 and ask for Permit
Technician Lisa Keller.
I hope you will take advantage of this offer!
Sincerely,
Carl Smith, Director
4�¢SON r JEFFERSON COUNTY
DEPARTMENT OF COMMUNITY DEVELOPMENT
621 Sheridan Street I Port Townsend,WA 98368 I Web:www.co.Jefferson.wa.us/communitydevelopment
�gsko Tel:360.379.4450 I Fax:360.379.4451 I Email:dcd@co.jefferson.wa.us
Building Permits&Inspections/Development Consistency Review I Long Range Planning 1 Watershed Stewardship Resource Center
RESIDENTIAL FINAL INSPECTION LIST, INCLUDING BUT NOT LIMITED TO:
➢ One complete and operational bathroom; All bathroom fans and whole house fans
must be operational.
➢ The cooking appliances and hood fan to be installed and operational.
➢ Fan in laundry room to be installed and operational.
➢ Sheetrock must be taped and sealed.
➢ All plumbing lines must be in and approved; Hot and cold on correct sides; Dishwasher to be
provided with air gap.
➢ Septic system to be finaled by Environmental Health Department.
➢ Heating system must be operational.
➢ All electrical outlets must be covered. No exposed wires.
➢ Stairways and decks must be equipped with handrails and guardrails.
➢ Smoke detectors must be operational and interconnected.
➢ Drainage system must be operational with downspouts tightlined in. (unless approved alternate
method is to be used).
➢ Siding must be on and painted if not treated.
➢ Garage door must be installed.
➢ 911 placard (address) must be posted.
➢ Manuals must be available with permanent appliances.
➢ Waterlines in unheated spaces must be insulated.
• Hotwater pressure relief valve vented to exterior with elbow pointed down at end.
Firewall between house and garage with 20 minute rated door.
➢ Any holes in firewall/sheetrock where pipes, wires or ducting penetrate are to be sealed with
approved materials.
➢ Crawl space and attic access sealed with weather stripping and insulated.
➢ Attic access in garage must be fire rated.
➢ Provide insulation certificate verifying R-values.
• Exterior doors must be tight fitting and threshold checked for airleaks.
➢ All glass in hazardous locations must be tempered.
• Masonry fireplaces must have glass doors installed.
444SON (.6 JEFFERSON COUNTY
DEPARTMENT OF COMMUNITY DEVELOPMENT
621 Sheridan Street I Port Townsend,WA 98368 I Web: www.co.Jefferson.wa.usicommunitydevelopment
�ysyo Tel:360.379.4450 I Fax:360.379.4451 I Email:dcd @co.jefferson.wa.us
Building Permits&Inspections j Development Consistency Review J Long Range Planning'Watershed Stewardship Resource Center
RONALD WORLEY
1351 LINGER LONGER RD
QUILCENE
RE: Building Permit No. BLD11-00050
Dear RONALD WORLEY,
It has come to our attention that your building permit No. BLD11-00050 has been expired since . As
you may know, our department offers renewal of building permits for an annual fee of: $228.
Once your permit is renewed, you are again eligible to receive County inspections with the goal of
completing the building review process over a one-year time period. As of January 1, 2013, if your
permit is less than five years old, additional renewals may be approved. Any permits older than five
years must have their work finalized by our inspectors one year from your renewal date, or your permit
will be cancelled. Having your building receive and pass all of its required inspections is valuable to
you as it is your assurance that your building meets adopted standards for quality and safety.
Additionally, having documentation that your building has passed required inspections may be required
from lenders or buyers if you ever decide to sell or re-finance your building.
To take advantage of this renewal, we must receive your full payment of$228 by May 31, 2013.
Please make your check or money order payable to: Jefferson County DCD and include your building
permit number on your check. You may also pay at our office with check, money order, cash, or credit
card. http://www.co.jefferson.wa.us/commdevelopment/Credit%20Card.htm
This is the only notice you will receive. If we do not receive your full payment by the due date, your
permit will be cancelled. Once cancelled, if you later decide to renew your permit, you will have to
apply for an entirely new building permit, pay all associated fees, and comply with current building and
zoning code requirements. In the event that your building permit is cancelled and your construction is
not finalized by the building inspectors, the County may choose to record a "Notice to Title" on the
property, to document the property is out of compliance with the County's development codes.
If you have any questions about this offer, you may call our office at: (360) 379-4450 and ask for a
Permit Technician.
I hope you will take advantage of this offer!
Sincerely,
Carl Smith, Director
ON BOO JEFFERSON COUNTY
DEPARTMENT OF COMMUNITY DEVELOPMENT
621 Sheridan Street Port Townsend,WA 98368 I Web: www.co.Jefferson.wa.usicommunitydevelopment
4 $ Tel:360.379.4450 I Fax:360.379.4451 I Email:dcd@co.jefferson.wa.us
s o
Building Permits&Inspections!Development Consistency Review/Long Range Planning 1 Watershed Stewardship Resource Center
RESIDENTIAL FINAL INSPECTION LIST, INCLUDING BUT NOT LIMITED TO:
➢ One complete and operational bathroom; All bathroom fans and whole house fans
must be operational.
➢ The cooking appliances and hood fan to be installed and operational.
➢ Fan in laundry room to be installed and operational.
➢ Sheetrock must be taped and sealed.
➢ All plumbing lines must be in and approved; Hot and cold on correct sides; Dishwasher to be
provided with air gap.
➢ Septic system to be finaled by Environmental Health Department.
➢ Heating system must be operational.
➢ All electrical outlets must be covered. No exposed wires.
➢ Stairways and decks must be equipped with handrails and guardrails.
➢ Smoke detectors must be operational and interconnected.
➢ Drainage system must be operational with downspouts tightlined in. (unless approved alternate
method is to be used).
➢ Siding must be on and painted if not treated.
➢ Garage door must be installed.
➢ 911 placard (address) must be posted.
➢ Manuals must be available with permanent appliances.
➢ Waterlines in unheated spaces must be insulated.
➢ Hotwater pressure relief valve vented to exterior with elbow pointed down at end.
➢ Firewall between house and garage with 20 minute rated door.
➢ Any holes in firewall/sheetrock where pipes, wires or ducting penetrate are to be sealed with
approved materials.
➢ Crawl space and attic access sealed with weather stripping and insulated.
➢ Attic access in garage must be fire rated.
➢ Provide insulation certificate verifying R-values.
➢ Exterior doors must be tight fitting and threshold checked for airleaks.
➢ All glass in hazardous locations must be tempered.
➢ Masonry fireplaces must have glass doors installed.
JEFFERSON COUNTY
DEPARTMT OM
621 Sheridan EN OF C
Street Port Townsend MUNITY DEVELOPMENT•Washington 98368
360/379-4450 • 360/379-4451 Fax
414, ' '• www.cojefferson.wa.us/commdevelopment •
Permit Application MLA: J 1-�
Project Description(include -.-rate sheets asecessary):
Tax Parcel Number. ?Cs Z / D(2-- Property Size: / / r. (acres/square feet)
Site Address and/or Directions to Property:
/ 3 s'( L I'• - ' 2011b OZ. C.A.. t e.4Ar•C / 104- 7
Property Owner(s)of Record: - d /__ • p ,
Telephone: f IS yea I-f-3° Fax: email: LOC>i tL-r oi - • 1.Ca%
Mailing Address: /1S/ Z.NI—eet /.tJN.►pYaL Rct 40r/d.e / 10 AL 4'r3 47
Applicant/Agent(if different from owner):
Telephone: Fax: email:
Mailing Address:
What kind of Permit?(Check each box that applies
Building ❑Critical Areas Stewardship Plan
❑ Demolition Permit ❑Variance(Minor,Major or Reasonable Economic Use)
❑Single Family ❑ Garage Attached/Detached ❑Conditional Use[C(a),C(d),or CI"
❑ Manufactured Home ❑ Modular ❑Discretionary'D"or Unnamed Use Classification
❑ Commercial* ❑Special Use(Essential Public Facilities)"
❑ Change of Use ❑Boundary Line Adjustment
❑ Address ❑Road Approach ❑Short Plat"
❑Home Business ❑Cottage Industry ❑Binding Site Plan**
❑Propane ❑Long Plat"
❑ Sign ❑Planned Rural Residential Development(PRRD)/Amendments"
❑Allowed`Yes'Use Consistency Analysis ❑Plat Vacation/Alteration"
❑Stormwater Management ❑Shoreline Master Program Exemption/Permit Revisions'
❑Site Plan Approval Advance Determination(SPAAD)* ❑Shoreline Management Substantial Development" •
❑Temporary Use ❑Shoreline Management Variance
❑Wireless Telecommunication* ❑Comprehensive Plan/UDC/Land Use District 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
"Requires a Pre-Application Corr 4�y L 1f
Please identify any other local,state or federal permits required for this proposal,if kno EI V E L)
DESIGNATION OF AGENT f A�ID /�yy 1'
I hereby designate to act as my agent in matters relating to this application Mt'pbmtll
OWNER SIGNATURE / L Date: /--- :7 -- /7
By signing this application form,the ownedagent attests 1 =t the information provided herein,and in any attachments,is true and correct to thebest 4,
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,judgments,court costs,reasonable attorney's fees and
expenses which may in any way accrue against Jefferson County as a result of or in consequence of the granting of this permit.
I further agree to provide access and right of entry to Jefferson County and its employees,representatives or agents for the sole purpose of application
review and any required later inspections. Staffs access and right of entry will be assumed unless the applicant informs the County in writing at the
time of the application that he.. - . r ` prio 'otice.
Signature: �� ,' . /.,A Date: / 7 `f/
The action or actions Applicant will undertake as a r..utt of the issuance of this permit may negatively impact upon one or more threatened or
endangered species and could lead to a potential'take"of an endangered species as those terms are defined in the federal law known as the
°Endangered Species Acr or°ESA.°Jefferson County makes no assurances to the applicant that the actions that will be undertaken because this
permit has been issued will not violate the ESA_ Any individual,group or agency can file a lawsuit on behalf of an endangered species regarding your
action(s)even if you are in compliance with the -'arson County development code.The Applicant acknowledges that he,she or it holds individual
and non-transferable ...sibility '.r-dhed 1r and complying with the ESA. The Applicant has read this disclaimer and signs and dates it below.
Signature: .414 �. .," Date: /" ? • '//
ar so'
G:\PeunitCenter\###FORMS###\DRD FORMS\Master Pe mit Application 5-29-O/1doc
• •
BUILDER STATEMENT
The signer of this statement does herebycertify that they are the Owners of the parcel referenced herein,that they are not licensed contractors and that
they will be assuming the responsibifrt of the GeneMI • rector for the proposed project. //
.e �.- r--.7 //
Signature: . �� Date:
GENERAL CONTRACTOR OR MANUFACTURED HOME INSTALLER: PHONE: FAX:
( ) ( )
MAILING ADDRESS: EMAIL'
CONTRACTOR'S LICENSE WAINS
NUMBER: NUMBER
ARCHITECT/ENGINEER: PHONE ( ) FAX:( )
MAILING ADDRESS: ' EMAIL
Project Type: Frame Type: Bathrooms: Shoreline: Type of Sewage Disposal:
❑ New Wood Existing: its '1 Sewer
y Addition ❑ Steel Proposed: / Bank ❑ Community System
❑ Alteration/Remodel ❑ Concrete Total: 3 Height skIndividual System
❑ .Repair ❑ Masonry SEP Permit# ,SC? g.5-?7
❑ Demolition ❑ Other: Bedrooms: Water Supply:
Existing: __r_ Setback: A. Private well ❑ Two Party
Ty .f Heat Proposed: ❑ Public
FC �LiC Total: Name of System:
rop
If this Is a Commercial Project you must answer the following:
Number of Parking Spaces: Current Proposed: Number of ADA Parking Spaces:
Number of occupants(includes owners,tenants,employees,etc) Current Proposed
IBC Occupancy: IBC Type of construction: Will you have Food Service? Yes 1 No
If this is a Propane Tank and/or Appliance Installation permit,mark all items below that apply:
1 Underground Tank 1 Above ground Tank Size of Propane Tank:
I Heat Stove i Cook Stove 1 Woodstove I Fireplace Insert I Hot Water Tank 1 Pellet Stove 1 Other
Is this appliance beinq installed 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.
''''1..-..-.;.7.74-7-7.:..-A-.4 �
S•uare Foote.e Current ••. 11 _ . , i • :s , _
Main Floor Heated / Oo EH Bid App Review: /
2 Floor Heated . Consistency Review
.
Other Heated ^" ` •y.- Base fee:
Mezzanine H='----'7 -. 1 1q 7'
Heated Basement ' Plan Check fee:
..
Unheated Basement rt :' State Surcharge fee: /' 5C
" .
Other Unheated °_ Pot Water Review fee:
Garage/Carport 6E Y a SUBTOTAL . �
• ° ID 11 ' .sh. r. , .
. Decks 911/Rd Approach fee: _ _ _ —2..L.,s t I I II
Other n TOTAL: $ t
-�_ Receipt Number
' Cash/Check Number
r.
4
ESTIMATED COST(REQUIRED) Date: —�- tj�jtjjjjJ�"jIJ
•Fair market value of all labor and mat foundation to finish � i
i'VOC)r D Initials: cj' ■C��—
G: emutCcnter ##FORMS### I)RD FORMS\Master Pemut Application 5 29-0840c <
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• •
Higlilights for Residential Development at Beckett Point(Rev. 5-14-2009) Page 2 of 2
Flood Hazard Area(JCC 15.15):
All new development and all substantial improvements will be required to meet the provisions in the flood
damage prevention section of the code including the requirement to build at least 1 foot above base flood
elevation. Building higher may reduce flood insurance rates. A flood elevation certificate shall be
submitted at the time of a building permit application. The community is working on a"preconstruction'
elevation certificate.
After construction is completed,a"post construction"flood elevation certificate specific to the
development must be submitted to demonstrate the house was constructed at the correct height.
"Substantial improvement"means any repair,reconstruction,or improvement of a structure,the cost of
which equals or exceeds 50 percent of the market value of the structure either:
(1)Before the improvement or repair is started:or
(2)If the structure has been damaged and is being restored. before the damage occurred. For the purposes
of this definition, "substantial improvement"is considered to occur when the first alteration of any wall.
ceiling, floor,or other structural part of the building commences,whether or not that alteration affects the
external dimensions of the structure.
Geologically Hazardous Area (JCC 18.25.410)
Some lots(Example: Lots along Viewpoint Lane)may require a geotechnical report to be submitted to
address the proposed development in relation to the slope stability. I.
Road Approach and Address(JCC 12.05):
Beckett Point Rd. is a county road. All permits will be sent to the Jefferson County Public Works
Department for review. If a new approach is needed,the applicant must apply for a Road Approach
Permit. Please contact our office at 360-379-4450 for permit applications and questions.
Viewpoint Lane is a private road. Access off of this road is not reviewed by Jefferson County.
Septic(JCC 18.30.040):
Prior to application for a building permit,the property must have a valid septic"tank only"permit
application for an E 1 grinder pump tank. In addition to a design prepared by a licensed septic designer.
two letters must be obtained and submitted with the"tank only"permit application: 1) from the Beckett
Point Fishermen's Club and 2)from the Jefferson County PUD#1. Both letters must confirm a connection
to the LOSS sufficient to serve the property and the proposed development.
For SPAADs,two letters must be submitted: 1)from the Beckett Point Fishermen's Club and 2)from the
Jefferson County PUD#1. Both letters must confirm a connection to the LOSS sufficient to serve the
proposed development.
Permit Applications(JCC 18.40.100):
Since the Beckett Point Fishermen's Club owns the land.the Fishermen's Club must sign all permit
applications submitted to this office.
SPAAD (Article VII,Chapter 18.40,JCC):
Site Plan Approval Advanced Determination(SPAAD)is not required but recommended. The process
includes most of the same reviews as a building permit;however,building plans are not required to be •
submitted. It vests the building envelope for 5 years from date of approval.
_ J
• •
ifre
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"su JEFFERSON COUNTY
DEPARTMENT OF COMMUNITY DEVELOPMENT
621 Sheridan Street
Port Townsend, WA 98368
Al Scalf, Director
May 14, 2009
Highlights for Residential Development at Beckett Point
Jefferson County Code(JCC)Current Requirements
This sheet is not meant to be exhaustive. It highlights some issues that may need to be addressed if you
wish to build, remodel or add to a residence at Beckett Point. Each lot and each project is unique and will
be reviewed on a case by case basis. Please contact the Jefferson County Department of Community
Development at 360-379-4450 for more information.
Setbacks and Height Limit(Table 6-1,JCC 18.30.050):
• Street: 20 ft. from the road right-of-way(may be reduced administratively under certain
circumstances)
• Side: 5 ft.from property line(reduction requires a major variance which includes noticing and a public
hearing)
• Shoreline(JCC 18.25.410): 30 ft. from Ordinary High Water Mark,see Beckett Point Assessor's Plat
for"Historic Building Line".
• Jefferson County Code has a 35 ft height limit.
Vehicle Parking(JCC 18.30.100):
A minimum of two(2)on-site(off street)parking spaces shall be provided for each residence. The Beckett
Point Fishermen's Club is developing a parking plan for the community for instances when on-site parking
is not possible. Perpendicular parking spaces: 9 ft. x 18 ft. Parallel parking spaces: 22.5 ft. x 9 ft.
Parking in the road right-of-way does not constitute a parking space for development purposes.
Stormwater/Lot Coverage(JCC 18.30.070):
Each proposal must meet the 2005 Dept. of Ecology Stormwater Manual for Western Washington. If the
proposal does not meet the prescriptive requirements of the manual,an engineered plan is required.
Archaeological(JCC 18.15.090 and JCC 18.30.160):
Beckett Point is a known archaeological site. As such,all development proposals are sent to the Dept. of
Archaeology and Historic Preservation (DAHP),Jamestown S'Klallam Tribe and the Skokomish Tribe for
comments. The typical comments range from requiring an archaeological monitor be present for any land
disturbing activity to requiring a full archaeological survey of the site. There may be construction methods
that can be used to minimize the amount of land disturbing activity and consequently may minimize or
eliminate the need for an archaeological study. Jefferson County recommends the applicant and their
design professional work with DAHP and the tribes to determine requirements for the individual site and
proposal.
Building Permits/Inspections Development Review Division Long Range Planning
(360) 379-4450 e-mail: ascalftco.jefferson.wa.us FAX: (360) 379-4451
•
•
Highlights for Residential Development at Beckett Point(Rev. 5-14-2009) Page 2 of 2
Flood Hazard Area(JCC 15.15):
All new development and all substantial improvements will be required to meet the provisions in the flood
damage prevention section of the code including the requirement to build at least 1 foot above base flood
elevation. Building higher may reduce flood insurance rates. A flood elevation certificate shall be
submitted at the time of a building permit application. The community is working on a"preconstruction"
elevation certificate.
After construction is completed,a"post construction'flood elevation certificate specific to the
development must be submitted to demonstrate the house was constructed at the correct height.
"Substantial improvement"means any repair, reconstruction,or improvement of a structure,the cost of
which equals or exceeds 50 percent of the market value of the structure either:
(1)Before the improvement or repair is started;or
(2)If the structure has been damaged and is being restored. before the damage occurred.For the purposes
of this definition. "substantial improvement"is considered to occur when the first alteration of any wall.
ceiling. floor,or other structural part of the building commences,whether or not that alteration affects the
external dimensions of the structure.
Geologically Hazardous Area (JCC 18.25.410)
Some lots(Example: Lots along Viewpoint Lane)may require a geotechnical report to be submitted to
address the proposed development in relation to the slope stability.
Road Approach and Address (JCC 12.05):
Beckett Point Rd. is a county road. All permits will be sent to the Jefferson County Public Works
Department for review. If a new approach is needed,the applicant must apply for a Road Approach
Permit. Please contact our office at 360-3794450 for permit applications and questions.
Viewpoint Iane is a private road. Access off of this road is not reviewed by Jefferson County.
Septic(JCC 18.30.040): !
Prior to application for a building permit,the property must have a valid septic"tank only"permit
application for an El grinder pump tank. In addition to a design prepared by a licensed septic designer.
two letters must be obtained and submitted with the"tank only"permit application: 1)from the Beckett
Point Fishermen's Club and 2)from the Jefferson County PUD#1. Both letters must confirm a connection
to the LOSS sufficient to serve the property and the proposed development.
For SPAADs,two letters must be submitted: 1)from the Beckett Point Fishermen's Club and 2)from the
Jefferson County PUD#1. Both letters must confirm a connection to the LOSS sufficient to serve the
proposed development.
Permit Applications(JCC 18.40.100):
Since the Beckett Point Fishermen's Club owns the land,the Fishermen's Club must sign all permit
applications submitted to this office.
SPAAD(Article VII,Chapter 18.40,JCC):
Site Plan Approval Advanced Determination(SPAAD)is not required but recommended. The process •
includes most of the same reviews as a building permit;however. building plans are not required to be
submitted. It vests the building envelope for 5 years from date of approval.
• •
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Thursday,March 17,201 I
Ronald Worley, Candice Worley
155 I Linger Longer Rd.
Quilicene,WA 98578
Greetings,
We have started the plan review process foryour project. Assessor information shows that your existing home
is a manufactured home with an addition of 600 sf. The proposed new addition to your manufactured home will
re9uire an alteration permit from Dept.of Labor and Industries for the portion of the work that affects in the
nett Please provide the following items:
• Existing foundation details for the manufactured home including verification that the post supporting
the ridge beam in the kitchen area is supported on a foundation.
• The engineering does not address the addition as a standalone unit.The addition must be supported
on its own foundation. The roof and floor systems ma not receive support from the Mph.
• The master bedroom end glazed wall reiuires engineering.
• Verify that hTT+hold down is connected to a foundation wall.
If you have any 9uestions please feel free to contact me.
Sincerely,
4--A.----1- g.,,,,,„,A,„____----
Prank J3enskin, TiTh f 1°,, 1 1' ' l. i Ti J
Plans Examiner 2
)60-)79=4.461
fbcnskin @cojefferson.wa.us A
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•
CHESMORE/BUCK
architecture C-b( (_
LETTER OF TRANSMITTAL
TO: Jefferson County DATE March 23, 2011
621 Sheridan ATTENTION: Frank Benskin
Port Townsend, WA REGARDING: Worley Addition
98368
JOB# 11-00005
PLEASE FIND ENCLOSED:
COPIES DATE
2 3/23/11 Revised drawings 2.1, 2.3, 3.0
REMARKS
For your review.
,r-.
COPY TO: BY: t,// 46/
27 100TH AVE NE, SUITE 100, BELLEVUE, WA 425/827/1857
N C' •
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44'111 NG'C JEFFERSON COUNTY
DEPARTMENT OF COMMUNITY DEVELOPMENT
Thursday,March 1 7,201 1
Ronald Worley, Candice Worley
1 351 Linger Longer Rd.
Quilicene,WA.98578
Greetings,
We have started the plan review process for your project. Assessor information shows that your existing home
is a manufactured home with an addition of 600 sf. The proposed new addition to your manufactured home will
require an alteration permit from Dept.of Labor and Industries for the portion of the work that affects in the
Mph. Please provide the following items:
• Existing foundation details for the manufactured home including verification that the post supporting
the ridge beam in the kitchen area is supported on a foundation.
• The engineering does not address the addition as a standalone unit.The addition must be supported
on its own foundation. The roof and floor systems may not receive support from the Mph.
• The master bedroom end glazed wall requires engineering.
• Verify that I—ITT4 hold down is connected to a foundation wall.
If you have any questions please feel free to contact me.
jincerely,
- 1—'------1"- ge/v`C !/L
Prank benskin,
Plans Examiner 2
)60-579-4461
fbenskin@cojefferson.wa.us
CHESMORE/BUCK •
architecture
March 23, 2011
Frank Benskin
Plans Examiner 2
Jefferson County Department of
Community Development
621 Sheridan Street
Port Townsend, WA 98368
Re: Worley Residence Remodel/Addition #11-00005
Response Letter
Dear Frank,
The three attached drawings are revised pages for the plan set submitted for review. All
revisions are clouded for ease of review.
1. Notes are provided directing the builder to verify the existing foundation in the
areas of concern.
2. Drawing 2.0, along the right edge indicates the areas that were constructed as a
manufactured home or that were conventionally framed additions. No area of the
addition bears on the existing manufactured construction. Some of the existing
conventional framing and foundation is used for support.
3. The end wall of the master bedroom has additional framing and connection
information indicated on sheet 2.3.
4. A note directing the builder to verify the existing foundation and stem wall
condition for the HTT4 holdowns was added to 2.1.
If you have any questions or concerns please call.
Regards,
IL ' i
Dave Buck, architect
27 100'" Ave NE Suite #100 Bellevue, Washington 98004 425/967/0907
Jefferson County Building Dion Permit Number: BLD11-00050
Applicant: WORLEY
BUILDING PERMIT INSPECTION APPROVALS applicable Code: 2009 International Building Codes
To schedule inspections, call (360)379-4455 no later than 7:00 AM the day of the inspection.
Requests received after 7:00 AM will not be scheduled for that day's inspections.
ELECTRICAL PERMITS are issued by the Washington State Department of Labor& Industries.
The electrical permit must be signed off by the State Inspector prior to the County's Framing Inspection
Inspection Item Date Approval Signature Notes
Setbacks
Erosion Control SEE CONDITION 4- SILT FENCE OR HAY BALES MUST BE
CORRECTLY LOCATED AND INSTALLED PRIOR TO
BEGINNING ANY GROUND-DISTURBING ACTIVITIES.
Foundation Footing
Footing Drains
Foundation Stem Wall
Underground Plumbing
Under Floor Framing
Straps(hold downs)
Ext. Shear Wall Nailing
Rough-in Plumbing
Framing
Airseal
Insulation: Walls
Insulation: Floors
Insulation: Ceiling
Int. Shear Wall Nailing
Wallboard Nailing
Gas Line: Interior
Gas Line:Exterior
Propane Tank
Heat/Chimney Clearance
Drywell/Alt Drainage SEE CONDITIONS I THROUGH 3 FOR DRYWELL.
Address Posted
pct m ► W 1Q C1
FINAL INSPECTION
FINAL INSPECTION MUST BE APPROVED PRIOR TO BUILDING BEING OCCUPIED
THIS PERMIT IS VALID FOR ONE YEAR
BUILDING PERMIT
•
Jefferson County Department of Community Development
621 Sheridan Street, Port Townsend, WA 98368
(360)379-4450 FAX (360)379-4451
PERMIT #: BLD11-00050 Received Date: 3/7/2011
SITE ADDRESS: 1351 LINGER LONGER RD Issue Date 6/30/2011
QUILCENE, 98376 Expiration Date 6/30/2012
OWNER: RONALD WORLEY PHONE: 425-453-8830
CANDICE WORLEY
1351 LINGER LONGER RD
QUILCENE WA 98376
SUBDIVISION: Block: Lot: T 17+
PARCEL NUMBER: 702251012 Section: 25 Township: 27 N Range: 02 W
CONTRACTOR: OWNER/BUILDER PHONE:
PROJECT DESCRIPTION: Revised permit issued January 25, 2012 to comply with RCW 36.70A.480.
BUILDING PERMIT AND FLOOD DEVELOPMENT PERMIT FOR ADDITION &
REMODEL TO EXISTING SFR
TYPE OF WORK RES SQUARE FOOTAGE:
TYPE OF IMP ADD MAIN: 600
VALUATION 59,370.00 ADD'L: HEAT TYPE EEE
CODE EDITION: 2009 HEAT BASE: HEAT TYPE: PRO
OCCUPANCY: R-3
OCCUPANCY: UNHEATED: #OF STORIES:
CONST TYPE: 5N OTHER: SHORELINE:
CONST TYPE: GARAGE: SETBACK:
DECK: BANK HEIGHT:
SEWAGE DISPOSAL: CON
WATER SYSTEM: 1PWELL Type Amount Paid By: Date: Receipt:
BEDROOMS BATHROOMS: Permit $713.75 LYK 03/07/11 123262
Exist: 3 Exist: 2 Plan Check $463.94 LYK 03/07/11 123262
Prop: 0 Prop: 1 State Building Code $4.50 LYK 03/07/11 123262
Total: 3 Total: 3 Total: $1,182.19
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# :BLCf11-00050
1.) IN ACCORDANCE WITH THE REQUIREMENTS OF THE 2005 DEPARTMENT OF
ECOLOGY STORMWATER MANAGEMENT MANUAL FOR WESTERN WASHINGTON,
THE PROJECT PROPONENT SHALL ADHERE TO THE FOLLOWING
REQUIREMENTS:
A. STABILIZE CONSTRUCTION ENTRANCES WHEREVER TRAFFIC WILL BE
LEAVING A CONSTRUCTION SITE AND TRAVELING ON PAVED ROADS OR OTHER
PAVED AREAS WITHIN 1,000 FEET OF THE SITE.
B. THE ENTRANCE SHALL BE CONSTRUCTED ON A FIRM COMPACTED
SUBGRADE.
C. QUARRY SPALLS (OR HOG FUEL) SHALL BE ADDED TO PREVENT SEDIMENTS
FROM BEING TRACKED ONTO THE PAVEMENT.
D. 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 ONSITE.
E. ANY QUARRY SPALLS (OR HOG FUEL) THAT ARE LOOSENED, WHICH END UP
ON THE ROADWAY, SHALL BE REMOVED IMMEDIATELY.
2.) THE PROJECT PROPONENT SHALL ADHERE TO THE DRYWELL DESIGN
CRITERIA, AS SPECIFIED IN THE 2005 DEPARTMENT OF ECOLOGY STORMWATER
MANAGEMENT MANUAL FOR WESTERN WASHINGTON, INCLUDING:
A. ALL INFILTRATION SYSTEMS SHALL BEAT LEAST 10 FEET FROM ANY
STRUCTURE, PROPERTY LINE, OR SENSITIVE AREA.
B. FOR SITE SPECIFIC SYSTEMS, INFILTRATION SYSTEMS SHALL BE
DOWNGRADIENT OF THE DRAINFIELD UNLESS THE SITE TOPOGRAPHY CLEARLY
PROHIBITS SUBSURFACE FLOWS FROM INTERSECTING THE DRAINFIELD.
C. THE BOTTOM OF THE DRYWELL MUST BE A MINIMUM OF 1 FOOT ABOVE
SEASONAL HIGH GROUNDWATER LEVEL OR IMPERMEABLE SOIL LAYERS.
D. EACH DRYWELL MAY SERVE UP TO 1,000 SQUARE FEET OF IMPERVIOUS
SURFACE FOR EITHER MEDIUM SANDS OR COURSE SANDS.
E. DRYWELLS ARE 48 INCHES (MINIMUM)AND HAVE A DEPTH OF 5 FEET(4 FEET
OF GRAVEL AND 1 FOOT OF SUITABLE COVER MATERIAL).
F. SPACING BETWEEN DRYWELLS SHALL BE A MINIMUM OF 4 FEET.
G. FILTER FABRIC (GEOTEXTILE) SHALL BE PLACED ON TOP OF THE DRAIN
ROCK AND ON TRENCH OR DRYWELL SIDES PRIOR TO BACKFILLING.
3.) PRIOR TO BEGINNING ANY GROUND-DISTURBING ACTIVITIES OR
CONSTRUCTION, THE PROJECT PROPONENT SHALL CLEARLY MARK THE
CLEARING LIMITS.
4.) THE MARKED LIMITS OF CLEARING SHALL BE NO CLOSER THAN 30 FEET FROM
ORDINARY HIGH WATER MARK(OHWM), WHICH FOR THIS PROPERTY IS AT THE
BULKHEAD. A SILT FENCE OR A STAW BALE BARRIER SHALL BE LOCATED NO
CLOSER THAN 30 FEET FROM OHWM AND SHALL BE INSTALLED AS PER BMP
REQUIREMENTS SPECIFIED IN THE 2005 ECOLOGY STORMWATER MANAGEMENT
MANUAL FOR WESTERN WASHINGTON (BMP SPECIFICATIONS ATTACHED).
5.) To help prevent seawater from intruding landward into underground aquifers, all new
development activity on Marrowstone Island, Indian Island and within 1/4 mile of any
marine shoreline shall be required to infiltrate all stormwater runoff onsite.
6.) VOLUNTARY MEASURES OF CAL &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.
7.) VOLUNTARY MEASURES OF COASTAL &AT RISK SIPZ:
1. Installation of a flow meter.
2. On-going well monitoring for chloride concentration.
3. Submittal of monitoring data to County.
8.) MANDATORY MEASURES FOR COASTAL SIPZ:
1. For proof of potable water on a building permit application, applicant must utilize
DOH-approved public water system if available.
2. If public water is unavailable, a qualifying alternative system may be used as proof of
potable water or an individual well may be used as proof of potable water subject to the
following requirement:
a. Chloride concentration of a laboratory-certified well water sample submitted with
building permit application.
3. If public water is unavailable, a qualifying alternative system may be used as proof of
potable water.
9.) The applicant shall provide mitigation for redevelopment of the existing house, as
described in the approved CASP (submitted March 7, 2011) except that no mitigation
performance bonding shall be required. Once the mitigation project has been fully
implemented, the applicant shall contact Jefferson County Department of Community
Development (360-379-4450) to schedule a review of the mitigation area. FINAL
BUILDING CERTIFICATE OF OCCUPANCY SHALL NOT BE ISSUED UNTIL DCD HAS
APPROVED THE MITIGATION PROJECT BASED ON REQUIREMENTS IN THE
APPROVED CASP.
10.) In the event that any archaeological artifacts or Native American human remains are
discovered, construction shall stop immediately and the project proponent shall call
Jefferson County Department of Community Development (360-379-4450), the
Department of Archaeology and Historic Preservation, and the Tribes. Failure to cease
construction and contact all applicable agencies and tribes, may result in penalities by
state and federal agencies.
11.) 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.
12.) Outdoor residential storage shall be maintained in an orderly manner and shall create no
fire, safety, health or sanitary hazard.
13.) Not more than 2 unlicensed vehiclhall be stored on any lot unless totally scr/ed
from view of neighboring dwellings nd 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.
14.) A minimum of two (2) on-site parking spaces shall be provided for the single family
residence,
15.) Maximum lot coverage is not to exceed 25%. Lot coverage is defined as amount of
impervious surface which includes roof tops, driveways, concrete, etc.
16.) The building height is not to exceed 35 feet.
17.) 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.
18.) 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.
19.) The setback from the Linger Longer Road easement shall be at least 20 feet, the side
setback from adjacent parcels is 5 feet, and the setback along the shoreline of Quilcene
Bay is 30 feet.
20.) 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.
21.) Flood hazard reduction measures are to be used as required by the Jefferson County
Flood Damage Prevention Ordinance 07-0515-06 (Jefferson County Code Chapter
15.15).
22.) Fully enclosed areas below the lowest floor that are subject to flooding are prohibited
unless designed to automatically equalize hydrostatic flood forces on exterior walls by
allowing for the entry and exit of floodwater. Designs for meeting this requirement must
either be certified by a registered professional engineer or architect or must meet or
exceed the following criteria: a. A minimum of two openings having a total net area of not
less than one square inch for every square foot of enclosed area subject to flooding shall
be provided. b. The bottom of all openings shall be no higher than one foot above grade.
c. Openings may be equipt with screens, louvers, or other coverings or devices provided
that they permit the automatic entry and exit of floodwater.
23.) The applicant shall adhere to all conditions in the shoreline exemption permit
(SDP11-00004).