HomeMy WebLinkAboutBLD2007-00244 •
Jefferson County Building Division Permit Number: BLD07-00244
Applicant: ALUMBAUGH
BUILDING PERMIT INSPECTION APPROVALS applicable Code: 2003 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 V V
Erosion Control
Foundation Footing g_jrvo
Footing Drains 6
Foundation Stem Wall
Underground Plumbing
Rough-in Plumbing
Rough-in Plumbing
Framing
Airseal
Insulation:Walls
Insulation: Floors
Insulation: Ceiling
Wallboard Nailing
Address Posted
FINAL INSPECTION
FINAL INSPECTION MUST BE APPROVED PRIOR TO BUILDING BEING OCCUPIED
THIS PERMIT IS VALID FOR ONE YEAR
•
CONDITIONS for Building Permit# :BLD07-00244
1.) The application was reviewed by the Jefferson County Department of Community
Development staff on June 14, 2007 for the potential presence of Environmentally
Sensitive Areas (ESAs) under the provisions of the Unified Development Code (UDC).
After an initial Geographic Information Systems mapping review and an investigative site
inspection, the following ESAs were confirmed to be present on the subject property:
WDFW waterfowl; seismic; flood; SUSC aquifer recharge area; coastal SIPZ.
2.) Aquifer Recharge Areas in Jefferson County are characterized by porous geological
formations that allow percolation of the surface water into the soils and the underlying
zone of saturation. Aquifers are geologic formations that contain sufficient saturated
permeable material to yield significant quantities of water to wells and springs. Aquifers
serve as the source of drinking water within most of the rural portions of Jefferson County.
3.) Susceptible Aquifer Recharge Areas are those with geologic and hydrologic conditions
that promote rapid infiltration of recharge waters to groundwater aquifers.
4.) Geologically Hazardous Areas in Jefferson County are characterized by slope, soil type,
geologic material, and groundwater that may combine to create problems with slope
stability, erosion, and water quality during and after construction or during natural events
such as earthquakes or severe rainstorms.
5.) Marine shorelines and islands are susceptible to a condition that is known as seawater
intrusion. Seawater intrusion is a condition in which the saltwater/freshwater interface in
an aquifer moves inland so that wells drilled on upland areas cannot obtain freshwater
suitable for public consumption without significant additional treatment and cost.
Maintaining a stable balance in the saltwater/freshwater interface is primarily a function of
the rate of aquifer recharge (primarily through rainfall) and the rate of groundwater
withdrawals (primarily through wells). The Washington Department of Ecology is the
agency with statutory authority to regulate groundwater withdrawal for individual wells in
Jefferson County. New development, redevelopment, and land use activities on islands
and in close proximity to marine shorelines in particular should be developed in such a
manner to maximize aquifer recharge and maintain the saltwater/freshwater balance to
the maximum extent possible by infiltrating stormwater runoff so that it recharges the
aquifer.
6.) The parcel is located within a coastal SIPZ (seawater intrusion protection zone) according
to the County GIS map. There are voluntary and mandatory measures identified in the
Jefferson County Seawater Intrusion Policy(Resolution 44-22, effective September 23,
2002) that apply to well drilling proposals and building permit applications on existing lots
of record.
A Coastal SIPZ is defined as: all islands and area within one-quarter mile of marine
shoreline, but no history of chloride concentration above 100 mg/L in groundwater sources
within 1000 feet.
7.) 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.
8.) 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.
9.) The property owner shall comply with Water Conservation Measures (per list maintained
by the UDC Administrator).
10.)' The applicant is proposing to create or add 1868 square feet of impervious surface and
3115 square feet of land disturbing activities. JCC 18.30.060 and 18.30.070 require your
proposal comply with Minimum Requirement#2 (Construction Stormwater Pollution
Prevention) of the Department of Ecology Stormwater Management Manual for Western
Washington to control stormwater, erosion and sediment during construction. BMPs shall
address permanent measures to stabilize soil exposed during construction, and in the
design and operation of stormwater and drainage control systems.
11.) The project shall comply with Construction Stormwater Pollution Prevention (SWPP)
Elements#1 through#12 of the Department of Ecology's Stormwater Management
Manual for Western Washington to control stormwater, erosion and sediment during
construction. BMPs shall address permanent measures to stabilize soil exposed during
construction, and in the design and operation of stormwater and drainage control systems.
12.) Jefferson County determined th•s proposal is categorically exempt from r .v under
the State Environmental Policy Act(SEPA) pursuant to WAC 197-11-800(1)(b)(i).
13.) The site plan as submitted with the detached garage application on May 18, 2007 has
been reviewed for consistency under the UDC, and has been approved by Jefferson
County Department of Community Development. Any modifications, changes, and/or
additions to the stamped, approved site plan dated November 13, 2007 shall be
resubmitted for review and approval by Jefferson County Department of Community
Development.
14.) This approval is for a detached shop only. Any future permits on this site are subject to
review for consistency with applicable codes and ordinances and does not preclude
review and conditions which may be placed on future permits.
15.) The parcel has been designated as Rural Village Center(RVC) under the Jefferson
County Comprehensive Land Use Map effective August 28, 1998.
16.) A Declaration of Restrictive Covenant has been recorded on April 12, 2007 under AFN
522312 for the purpose of consolidating the lots to meet minimum land area requirements
for on-site septic ad to allow zero lot line setbacks. The Covenant is strictly for building
and septic purposes only.
17.) Outdoor residential storage shall be maintained in an orderly manner and shall create no
fire, safety, health or sanitary hazard.
18.) Not more than 2 unlicensed vehicles shall be stored on any lot unless totally screened
from view of neighboring dwellings and rights-of-way. Such screening shall meet all
applicable performance and development standards specific to the district in which the
storage is kept, and shall be in keeping with the character of the area. Screening shall
meet the requirements of Chapter 18.30 JCC. Outdoor storage of 3 or more junk motor
vehicles is prohibited except in those districts where specified as an autormobile wrecking
yard or junk (or salvage) yard and allowed as a permitted use in Table 3-1 or Chapter
18.18 JCC, and such storage shall meet the requriements of JCC 18.20.100, Automobile
wrecking yards and junk (or salvage) yards. In no case, shall any such junk motor
vehicles be stored in a critical area.
19.) The building height is not to exceed 35 feet.
20.) Maximum lot coverage is not to exceed 25%. Lot coverage is defined as amount of
impervious surface which includes roof tops, driveways, concrete, etc.
21.) 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.
22.) 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.
23.) Minimum setback from Easy Street right-of-way to the Manufactured Home shall be 5 feet
per administrative front yard reduction on April 4, 2007 by the Administrator. Minimum
setback from Corey Lane right-of-way (north setback) shall be 20 feet. Minimum south
and west property line setbacks shall be 5 feet.
24.) The Administrator reduced the front yard setback from 20 feet to 5 feet off of Easy Street
right-of-way on April 4, 2007 for the Manufactured Home ONLY.
25.) An address of 100 Easy Street, Brinnon has been assigned to the parcel. Easy Street is a
county local access (C246509).
26.) A septic permit (SEP71-0060)was finaled on March 11, 1971. An EES was approved on
March 6, 2007. Demolition permits (BLD07-0245 & BLD07-0243)were approved on
October 30, 2007. A building permit(BLD07-0242)for a manufactured home will be
issued with the detached garage permit(BLD07-0244).
27.) Potable water is provided by an existing private well.
28.) The lots were created through the Carroll's Hood Canal View Estates#1 Subdivision
onSeptember 12, 1957 under AFN 155027.
29.) A"Construction Drawing" Floodiation Certificate was prepared by a licenurveyor
and submitted with the application. The Certificate identified the base flood elevation of
17.5 feet. The lowest floor of the structure is required to be elevated at least one (1) foot
above base flood elevation or 18.5 feet. PRIOR TO FINAL BUILDING INSPECTION,
PROPONENT SHALL PROVIDE THE DEPARTMENT WITH AN ORIGINAL "FINISHED"
CONSTRUCTION" FLOOD ELEVATION CERTIFICATE THAT HAS BEEN VERIFIED BY
A LAND SURVEYOR, ENGINEER, OR ARCHITECT AUTHORIZED BY LAW TO
CERTIFY ELEVATION INFORMATION IN THE STATE OF WASHINGTON.
30.) 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).
31.) Construction Materials and Methods of Construction to Reduce Flood Hazard
(i) All new construction and substantial improvements shall be constructed with materials
and utility equipment resistant to flood damage.
(ii) All new construction and substantial improvements shall be constructed using methods
and practices that minimize flood damage.
(iii) Electrical, heating, ventilation, plumbing, and air-conditioning equipment and other
service facilities shall be designed and/or otherwise elevated or located so as to prevent
water from entering or accumulating within the components during conditions of flooding.
Locating such equipment below the base flood elevation may cause annual flood
insurance premiums to be increased.
32.) New construction and substantial improvement of any residential structure shall have the
lowest floor, including basement, elevated one foot or more above the base flood
elevation (BFE).
33.) 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.
34.) 1) All new construction and substantial improvements shall be anchored to prevent
flotation, collapse, or lateral movement of the structure.
2) All manufactured homes shall be anchored to prevent flotation, collapse, or lateral
movement, and shall be installed using methods and practices that minimize flood
damage. Anchoring methods may include, but are not limited to, use of over-the top or
frame ties to ground anchors.
844.1 N12 E '
7
owes
5'? fort ;54
ro•ert 6 23'
m
line se'bacic
Coo, Ye
,N.
m m o
° .. `�- . :.O \ ox ° c, ,yam
p o o (. '1'F�
it
f a x �-' \ ;� 6() ° p -I `�- (n' CA
•(SD 0_ 8 CT 41„.:.:.:.:... 14. a) CO 6
� ° o m j --
° ° Cr',.40
m
1001
?` ., C•ct q- NO°09'W Co
0 a E a \
m .°°0 ai to: : : : : : :
m Z
a a . m TCA
x °'
1 r L F• cD
I
to rn ±•x. cn m
or' _ _ I — Drainfield area } I
1 - obi! . ---k-72,m-y ::-- — -- --- . .::::::::Li :::.::: C...) al as
iteriamm.....411-3
Ift
if
'''''''..."(I° ......\\ i ill a
—is roni1111111111 Ell"
, ,...,,,Iff ilk
kii\NINII
ile■■ 11-14 1maw -3
a) 3N 12°p�,E 0.) a�� ` tli , m mai
m m co A
m ( , r01011., AI 13 FS
al m ° m
minve
xi
side pitch o cn
— _x. o o '� maramemilklm 1-1-
CI) I
` [ll-O
__ v a —� rn o o x ` t18$31,
_ a cn
m cn o m a y m i+ r; I
� a �' m oa rn _ oa ° x =.
��CD v ° a Cn ° a ° _ _
v o —
o n
.15�l 3. , o =`�-�asy tree— a — _
dKIY 0 _
3 ��
C -
4, p W
LU
CD 0
i 9"
JD
'o
o � cn o� i. a5� �� � 00
FOW
r% >.z t c �s
v , _ F. ` :65
a f = 1--
6.7 n 0 cif
1 r) ;
-11
t [� C.. s
m c il ..r (D N° O FIT n
a.
6 omu
C
I�•iv* o O BAN�NC 7 ! U)U
o �p 0
o C O v A m -I N --,-•+m 5-
-+ 0 o gr.
7(D J S N 7 'O 0
t CD (D 0 C 0 N c°
o O (n 7 1� N ` N C 0) N 7 V F V U
� � o � � � $ 4�d AIF cx,omo9' ° x ° xC
Y o N N F _m o
3 N(D O N a C C=1 u' j c 5i 3 (0
o -I�w� f 6 >.•�� 1 3� Fam o� N 0 d_c
� ��Cn� N _ Co �M� a. o30c3a o:
NVFN 0 — 's9y �r �/ "mo tn o N• � /�/��
(.T,p w(D - (n Z }rl �, v�• d °C) N OE C J
ZO o �' • T N o o'er • N= C
X CD
(�co n n �I 0 o o N v ° r
Nook d Cn o =WoD' .E '< 4 .�. ,r.}.l�� �m �� m`s
u, 7 (n (p_, O m � mD N O �8 0 as 0 0-0 k 3 0 d 'o . /
3 z, .< , N 8_ 0 a � 'C�/l�7 w r, �... N 3 vim, 3 <NN < u��i'O — 0 to ,r - N I
co o m r D] cn ° P N �, N. a O 7 m p 5i �p i Q
p O ° ,� ov L� l', cg m o S. �.a 11111
• taiIfl1t
°, o —I
w 'Z 1 A
HI
m 0 F.
J
o
to