HomeMy WebLinkAboutBLD2009-00330 f MLA09-00323
SJJLDING PERMIT APPLICA.N Review Type:
Jefferson County Department of Community Development
621 Sheridan Street Port Townsend, WA 98368
PERMIT #: BLD09-00330 Received Date: 9/30/2009
SITE ADDRESS: 30 VIEWPOINT RD
PORT TOWNSEND, 98368
OWNER: CHARLES YOUNG PHONE: 360-297-8920
CLAUDIA YOUNG
PO BOX 897
KINGSTON WA 98346 BECKETT POINT FISHERMAN'S CLUB
SUBDIVISION: Block: Lot: 4
PARCEL NUMBER: 932200404 Section: 23 Township: 30 N Range: 02 W
CONTRACTOR: OWNER/BUILDER PHONE:
REPRESENTATIVE: PHONE:
PROJECT DESCRIPTION 2ND STORY ADDITION & UNHTD ADDITION TO 1ST FLOOR
TYPE OF WORK RES SQUARE FOOTAGE:
TYPE OF IMP ADD MAIN:
VALUATION 50,000.00 ADD'L: ftag_ 1.96-340 HEAT TYPE: PRO
CODE EDITION: 2006 HEAT BASE: HEAT TYPE: EEE
OCCUPANCY: R-3 UNHEATED: #OF STORIES:
OCCUPANCY: OTHER: 4(1
CONST TYPE: 5N GARAGE: ,c I SHORELINE:
CONST TYPE: DECK: . n SETBACK:
BANK HEIGHT:
SEWAGE DISPOSAL: CMY
WATER SYSTEM: PUD
BEDROOMS: BATHROOMS:
Exist: 1 Exist: 1
Prop: 0 Prop: 0
Total: 1 ---1
Rqutinq Date: (-_________
Type Amount Paid By: Date: Receipt: Approved/Date
Permit $643.75 LYK 09/30/09 111031
Plan Check $418.44 LYK 09/30/09 111031 APPROVED
State Building Code $4.50 LYK 09/30/09 111031 MAY 2 2 2013
Potable Water Application $62.00 LYK 09/30/09 111031
Total: $1,128.69 Jefferson County DCt.
CONDITIONS for Building Permit# :BLD09-00330
1.) The Department of Archaeology& Historic Preservaton (DAHP) has issued an
"Archaeological Excavation Permit" No. 2011-39 for 30 Viewpoint Lane, Port Townsend.
Applicant/contractor shall adhere to the conditions set forth in this permit.
APPLICANT AND/OR CONTRACTOR SHALL NOTIFY DAHP AND AFFECTED TRIBES
PRIOR TO ANY LAND DISTURBING ACTIVITIES OF WHEN CONSTRUCTION SHALL
COMMENCE.
2 ) A"Construction Drawing" Flood Elevation Certificate was prepared by a licensed surveyor
and submitted with the application. The Certificate identified the base flood elevation of
10 feet. The lowest floor of the structure is required to be elevated at least one (1) foot
'% above base flood elevation or 11 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 INASHINGTON.
3.) APPLICANT IS REQUIRED TO HAVE AN ARCHAEOLOGIST ON SITE TO MONITOR
AND EVALUATE ANY GROUND DISTRUBING ACTIVITIES AND THE EXCAVATION OF
FOOTINGS.
4.) Property owner should be aware that the public right-of-way is reserved for transportation
facilities and appurtenances including, but not limited to, road surfaces, shoulders,
drainage ditches or pipes, walking paths or sidewalks, cut and fill slopes, and franchised
utilities (such as power, water, phone, sewer). Under no circumstances shall any
development be allowed on the public right-of-way or interfere with maintenance of
transportation facilities, drainage facilities, or utilities.
5.) DESIGN CRITERIA FOR SPLASHBLOCKS:
A VEGETATED FLOWPATH OF AT LEAST 50 FEET SHOULD BE MAINTAINED
BETWEEN THE DISCHARGE POINT AND ANY PROPERTY LINE, STRUCTURE,
STEEP SLOPE, STREAM, WETLAND, LAKE, OR OTHER IMPERVIOUS SURFACE.
SENSITIVE AREA BUFFERS MAY COUNT TOWARD FLOWPATH LENGTHS.
A MAXIMUM OF 700 SQUARE FEET OF ROOF AREA MAY DRAIN TO EACH
SPLASHBLOCK.
A SPLASHBLOCK OR A PAD OF CRUSHED ROCK (2 FEET VVIDE BY 3 FEET LONG
BY 6 INCHES DEEP) SHOULD BE PLACED AT EACH DOWNSPOUT DISCHARGE
POINT.
NO EROSION OR FLOODING OF DOWNSTREAM PROPERTIES MAY RESULT.
FOR SITES WITH SEPTIC SYSTEMS, THE DISCHARGE POINT MUST BE
DOWNSLOPE OF THE PRIMARY AND RESERVE DRAINFILED AREAS.
6.) CONSTRUCTION ENTRANC: :HALL BE STABILIZE[) WHEREVER TR IC WILL
BE LEAVING A CONSTRUCTION SITE AND TRAVELING ON PAVED ROADS OR
OTHER PAVED AREAS WITHIN 1,000 FEET OF THE SITE.
THE ENTRANCE SHALL BE CONSTRUCTED ON A FIRM COMPACTED SUBGRADE.
QUARRY SPALLS (OR HOG FUEL) SHALL BE ADDED IF THE PAD IS NO LONGER IN
ACCORDANCE WITH THE SPECIFICATIONS. (BMP C105, 2005 DOE STORMWATER
MANUAL).
ANY SEDIMENT THAT IS TRACKED ONTO PAVEMENT SHALL BE REMOVED BY
SHOVELING OR STREET SWEEPING. THE SEDIMENT COLLECTED BY SWEEPING
SHALL BE REMOVED OR STABILIZED ON STIE.
ANY QUARRY SPALLS THAT ARE LOOSENED FROM THE PAD, WHICH END UP ON
THE ROADWAY SHALL BE REMOVED IMMEDIATELY.
UPON PROJECT COMPLETION AND SITE STABILIZATION, ALL CONSTRUCTION
ACCESSES INTENDED AS PERMANENT ACCESS FOR MAINTENANCE SHALL BE
PERMANENTLY STABILIZED.
7.) 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.
8.) The property owner shall comply with Water Conservation Measures (per list maintained
by the UDC Administrator).
9.) 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.
10.) 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.
11.) A Stormwater Site Plan has been submitted and approved by the Department of
Community Development. Once the subject permit has been issued the applicant shall
fully implement the provisions of the submitted plan and contact the Jefferson County
Department of Community Development to arrange a schedule to inspect the property for
plan compliance. A Certificate of Occupancy will not be issued until the Department
verifies plan compliance. No clearing for roadways or utilities shall occur on the project
site until clearing necessary for the installation of temporary sedimentation and erosion
control measures have been completed.
12.) The revised site plan dated March 4, 2013 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 May 22, 2013 shall be resubmitted for review and approval by Jefferson
County Department of Community Development.
13.) Outdoor residential storage shall be maintained in an orderly manner and shall create no
fire, safety, health or sanitary hazard.
14.) Not more than 2 unlicensed v- -s shall be stored on any lot unless totall eened
from view of neighboring dwellings and rights-of-way. Such screening shall meet all
applicable performance and development standards specific to the district in which the
storage is kept, and shall be in keeping with the character of the area. Screening shall
meet the requirements of Chapter 18.30 JCC. Outdoor storage of 3 or more junk motor
vehicles is prohibited except in those districts where specified as an automobile wrecking
yard or junk (or salvage) yard and allowed as a permitted use in Table 3-1 or Chapter
18.18 JCC, and such storage shall meet the requirements of JCC 18.20.100, Automobile
wrecking yards and junk (or salvage) yards. In no case, shall any such junk motor
vehicles be stored in a critical area.
15.) A minimum of two (2) parking spaces shall be provided for the single family residence.
One parking space will be located on site and the second parking spaces is located on Lot
1A North Beach, Beckett Point Fisherman's Club Assessor's Plat per Lease Agreement
between applicant and Becket Point Fishermen's Club recorded on January 30, 2013
under AFN 573285.
16.) 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.
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.) Minimum setback from Viewpoint Lane right-of-way shall be no less than 11 feet(as
shown on the approved site plan), side setbacks are no less than what is currently
depicted on the approved site plan since no new construction is proposed outside of the
existing footprint. (The existing deck on the west side of the house is at the property line
and the east setback from the existing house to the neighbors house is 4.74 feet). Rear
setback is a minimum of 5 feet.
19.) The building height is not to exceed 35 feet.
20.) Pre-existing legal lots of record less than one acre in size in rural residential districts are
subject to the stormwater requirements in Chapter 18.30 JCC and must meet the "Area of
Impervious Surface Coverage"to the maximum extent practicable as determined by the
administrator. Lot coverage is defined as amount of impervious surface, which includes
rooftops, driveways, concrete, etc.
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.) 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.
23.) 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).
24.) 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.
25.) Utilities shall be designed as specified in 15.15.080(c) of Jefferson County Flood Damage
Prevention Ordinance 07-0515-06 (Jefferson County Code Chapter 15.15)which states:
(i)All new and replacement water supply systems shall be designed to minimize or
eliminate infiltration of flood waters into the systems; (ii) Water wells shall be located on
high ground that is not in the floodway; (iii) New and replacement sanitary sewage
systems shall be designed to minimize or eliminate infiltration of flood waters into the
systems and discharges from the systems into flood waters; (iv) Onsite waste disposal
systems shall be located to avoid impairment to them or contamination from them during
flooding.
26.) 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.
\\tidemark\data\forms\F RI fl Permit Rlrin rnt
5/99/9f113
Jefferson County Building ►-,?vision Permit Nu per: BLD09 00330
BUILDING PERMIT INSPECTION APPROVALS Applicant: & CLAUDIA YOUNG
Applicable Code: 2006 International Building Codes
To schedule inspections, call (360)379-4455 no later than 3:COPM the day before the inspection is needed.
Requests received after 3:00 PM will not be scheduled for the next 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 IN" S,-,ciAdL,uv,�Iinimum setback from Viewpoint Lane right-of-wayshall be no less
P�� G�d�,s,�s p
has I I feet(as shown on the approved site plan), side setbacks are no
less than what is currently depicted on the approved site plan since no
new construction is proposed outside of the existing footprint. Rear
Erosion Control setback is a minimum of 5 feet.
047 SEE CONDITION 6
Foundation Footing
Footing Drains 42-413
Foundation Stem Wall -712-W q
Underground Plumbing
Under Floor Framing 9/1/13 ,
Straps(hold downs) gC/1//�3
Ext. Shear Wall Nailing
9/03 dif
Rough-in Plumbing ,
Framing V/643 /�
10-31-H3 ;IA
Blocking
Airseal
10_31-i3
Insulation: Walls
Insulation: Floors ikd'L—A ,
Insulation: Ceiling �/�
Int. Shear Wall Nailing L1,,91A, (' z
i)
Wallboard Nailing
Gas Line: Interior
9 i8/3
Gas Line: Exterior
'lG
Propane Tank �(+ ^Y'`
Heat/Chimney Clearance
Mechanical Systems 47 V_ ,ip
Duct Test Cert �f�
Blower Airtight Test
Smoke&CO2
4--t—A ir ,
v:-
Drywell/Alt Drainage qz,f SEE CONDITION 5
Address Posted
y 14f FIS
? JEFFERSOIea`' UNTY •
\qj DEPARTMENT OF COMMUNITY DEVELOPMENT
621 Sheridan Street• Port Townsend •Washington 98368
;i 360/379-4450 • 360/379-4451 Fax
\\9 N��o www.co.jefferson.wa.us/commdevelopment
i
Master Permit Application
MLA:
P�.'ec Description(i dude separate sheets as necessary): �'
1'
Tax Parcel Number. 67j z 2 Z}
Property Size: 2-0
(acres/square Adflress and/or Directions t roe 0 H t feet}
30 `« `a/ p lu g; �f �lW�)� ?ZT.0,ag,47i Pr„r4 r--
!�(77_1. o lL !0 4-'6.r 5:.,,t..p t_JA f��h
Property Owner(s)of Record: C i-+.rn c- J p �` 1''i cz N� , T y w
Telephone: ;J 2r` S Fax
i e, ej ,�, ----� email: �-j� ( �SfL L,cgL, i f K r-
Mailing Address: Po .
•
`�
Applicant/Agent(if different from owner): ---
1�32
Telephone:
Fax
Mailing Address: email:
What kind of Permit?(Check each box that applies
f JBuilding
❑ Demolition Permit 0 Critical Areas Stewardship Plan
0 Variance(M/ Single Family 0 Garage Attached/Detached 0 Conditional Use fC(a),C(d)Reason
,or C]amble Economic Use)
❑ Manufactured Home 0 Modular
❑ Commercial ❑Discretionary"D"or Unnamed Use Classification
*
❑ Change of Use 0 Special Use(Essential Public Facilities)**-
0 Boundary Line Adjustment
❑ Address 0 Road
❑Home Business Approach 0 Short Plat**
❑Cottage Industry ❑Binding Site Plan**
0 Propane
0 Sign 0 Long Plat**
0 Allowed'Yes"Use Consistency Analysis 0 Planned Rural Residential Development(PRRD)/Amendments**
0 Plat Vacation/Alteration**
❑Stormwater Management
O Site Plan Approval Advance Determination(SPAAD 0 Shoreline Master Program Exemption/Permit Revisions**
❑Temporary Use ) ❑Shoreline Management Substantial Development**
❑Wireless Telecommunication* ❑Shoreline Management Variance
m
❑Forest Practices uni ease Six Year Moratorium 0 Comprehensive Plan/UDC/Land Use District Map Amendment
*May require a Pre—Application Conference ❑Je�me � `Seine Master Program Amendment
0 Tree Vegetation Request
"A uires Please identify any other local,state or federal permits required for this a re-Aslic if k Conferencew :
��U +_ -- proposal, if known:
I hereby designate DESIGNATION OF AGENT
to act as my agent in matters relating to this application for permit(s).
OWNER SIGNATURE
Date:
By signing this application form,the owner/agent attests that the information provided herein,and in any attachments,is true and correct to the best of
his,her or its knowledge_ Any material falsehood or any omission of a material fact made by the owner/agent with respect to this application packet
may result in this permit being null and void.
I further agree to save,indemnify and hold harmless Jefferson County against all liabilities,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
1 further agree to provide access and right of entry to Jefferson County and its employees,representatives or agents for the sole pu
review and any required later inspections. Staffs ar�ss a .
County, that he or she wants prior notice, ht of entry will be assumed unless the applicant informs the C rpose of application
o
Signature: to,J�. ' 1- -4 / . ty writing at the
time of the appficlalma ....� 02 L w. Date: L/—Z.`i— o i
The action or actions Applicant will undertake as a result of the issuance o this perm' lay negatively impact upon
endangered species and could lead to a potential"fake'of an endange -. species
endangered
ecss and
or lead Jefferson County 'makes no one or more law threatened theor
as those terms are defined is the federal known s
'�rmit has been issued will not violate the ESA. Any individual,group assurances to�applicant that the actions that will be undertaken because this
:tion(s)even if you are in compliance with the Jefferson County development code.The Applicant acknowledges agency can file a lawsuit on behalf of an endangered species regarding your
and non-transferable responsibility for Bring to and m ying pp that he,she or it holds individual
•
Signature: i .f,/4",�! j= 4 ,•�.f_ ESA. Applicant has read this disclaimer and signs and dates it below.
Date:
Cr_\Permit-Center 1###FORALLS###1DRn FORMS\Macro-Pe Permit Annliratxm'i-29-118 dor
• BUILDER STATEMENT
The signer of this statement does hereby certify that they are the Owners of the parcel referenced herein,that they are not licensed contractors and that
they will be assuming the responsibility of the General Contractor for the proposed project.
Signature:
Date: _
GENERAL CONTRACTOR OR MANUFACTURED HOME INSTALLER: PHONE:
Fax:
(-?a) 6 [ -S7// ( ) 4/'t E
MAILING ADDRESS: f?"1tp;I' /07y S"I .rdriIsR , '�� EMAIL: 7�1�`�,'HOA4'5 ' )L.CU ,.
CONTRACTOR'S LICENSE WAINS !/f
NUMBER: 7-O//NSL/ . / ?9(p �j NUMBER
ARCHITECT/ENGINEER: DRY Lr T. 14vu1rn 4, CGmpAli' PHONE (Art )'UZ 7 j 1 c, FAX:( )
MAILING ADDRESS: 1I/OH TV)(.) C-(Zt_V tc I. N l: RI weli116 EMAIL
Project Type: Frame Type: Bathrooms: Shoreline: T
New Wood Existing: _L_ e of Sewage Disposal:
❑ Addition �� Sewer
❑ Steel Proposed: Bank ❑ Community System
N Alteration/Remodel ❑ Concrete Total: Height: ❑ Individual System
❑ Repair 0 Masonry
tY1Demolition Bedrooms: SEP Permit#
❑ Other:
Water Supply:
Existing: Setback:
Type of Heat: Proposed: IPrivate well ❑ Two Party
Total: i Public
Name of System:
If this is a Commercial Proiect 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
IBC Occupancy: Proposed
P Y IBC Type of construction: Will you have Food Service? Yes / No
If this is a Propane Tank and/or Appliance Installation permit,mark all items below that apply:
I Underground Tank I Above ground Tank Size of Propane Tank:
I Heat Stove I Cook Stove I K
Woodstove I Fireplace Insert I Hot Water Tank I Pellet Stove I Other
Is this appliance being 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)?all property lines,buildin s and septic system components,
including the reserve area. �� _,
Square Footage Current Proposed For Office-Usea(`)ril 0 '# x`
Main Floor Heated 3Apision
EH Bld App Review: 5>,...2_ -
Oa Floor Heated Ia}R►oot'
W.%t<t �e.a,�a clod >3 c 1 - Chsis`tency Review:
Other Heated
se ':
Base fee:��� ��
Mezzanine NI.
Additional Section:
No
Heated Basement Plan Check fee:
Unheated Basement `�"
State Surcharge fee:
Other Unheated 9�CtS�1 5
/
aO Pot Water Review fee: .1 e(A
Garage/Carport S 10
tuba SUBTOTAL s�cNS.
Decks sasaAA
'911/Rd Approach fee:
Other (Q,�"�'
TOTAL: $
Receipt Number: .4oO
r-) I C 1 :1 `•t�{�+:;;' h/ heck Number: , '1-1�{ /� c o 2 t' 0
ESTIMATED COST(REQUIRED) , C'TLd`���V`
•
•Fair marV value of all labor and ma Gnats foundation to finish
7It) ova ) JL
; Lji Is:c(._ _ .......-----"
t
G:\PemvtCenter\###FORMS###\DRD FORMS\MastIiFPF.Rft{i[1�
�Main 5-29-08.doc
DEPT.OF COMMUNITY DEVELOPMENT
• 0
•gON CO
4
erill4 V JEFFERSON COUNTY
ti10,
DEPARTMENT OF COMMUNITY DEVELOPMENT
621 Sheridan Street • Port Townsend • Washington 98368
�Is, O� 360/379-4450 • 360/379-4451 Fax
1N http://www.co.jefferson.wa.us/commdevelopment/
STORMWATER SITE PLAN SUBMITTAL TEMPLATE
MLA# L~E j'_3 PROJECT/APPLICANT NAME: COrra-c cil f • 7('../+ci Cr —
Please answer all of the following questions to the best of your ability. Where the question calls for depiction on a site map, the
applicant may choose to either incorporate the elements into the general plot plan for the Master Land Use Application or to submit a
separate stormwater site plan map.
Project Overview
1. Describe the proposed developed conditions of the site. Indicate position and relative size of proposed improvements on the
site map.
EXI S'1 tic C --f62rL- -vJt,� Is 336 Sa -.-r, A-0 n t Tl ol,-1 1 5 f 6o Sr, v--r.
(R-ooc-cD ) iN,kk t-1 iLicL✓D ( 4-0 ScZ ----r ElLL-ost0 P✓;i`CaT /fig/ i-1 0 -
Existing Conditions Summary
2. Describe the existing topography. Indicate contours on the site map.
l--xcr 3a r—r 6-7 /_ ion vPc— dewD
Otsf_ov,ny C3A'-/
3. Describe the existing vegetation. Indicate native vegetation areas on the site map.
C 2/k712, C. uk.S S / /\ t_—r 7-C c'S f (A) t L- dJ 20 5 L�
4. Describe the existing soils. Indicate soil type on the site map.
c�4 7-----2 i S 1 4.-t c J) e 6-n- 46 Sa-✓t ec.--✓2 i /N/o ie,,,yiy,/C
r -Arr. B 79Y:�C -
5. Describe the existing site hydrology (i.e., dra nage ove, below, and on the ground). Indicate
existing stormwater drainage to and from he site the site map. Depict parate drainage basins on the site map, if
applicable, and indicate acreage of each.
5,- 4 —
JEFF Rillb oU -.
\
DEPT.OF T D VE
6. Describe any excess levels of noise generate 81;c0f-Vtpji
`_V — n /CT/wv
Stormw
Required
stormwater site plan template-rev.10/21/2008 5
•
7. Describe significant geographic features and critical areas (i.e., environmentally sensitive areas such as wetlands, streams,
steep slopes, etc.)on the site. Indicate I cation on the site map.
L t -Po t n 'i Lr - I '(h c/h.s
���r S r)✓�� y t3 V .-t-�(�l� s(Y cTu4- 5I T�`ZS �f C--tc-.ti r 5"1pc'
/, I ft-G, ✓N o C V c t J QC�/ /4-z iL 2-e 0
1-6 ) S STDEP / - 2 Norr' USitaL-C Foy S7rc J,Tvti ,
8. Describe the general vicinity of the site, including adjacent land uses and structures, utilities, roads, and sensitive/critical areas
(streams,wetlands, lakes,steep slopes,etc.).
50 D ^F cete '� ! D
Permanent Stormwater Control Plan
This portion of the Stormwater Site Plan consists of the selection and installation of the appropriate stormwater control BMPs
and facilities to remain in place after construction of the project is completed.
"Medium" size projects are required to have the totals calculated of all impervious surfaces, pollution-generating impervious
surfaces, and pollution-generating pervious surfaces to verify that the thresholds for treatment facilities and flow control
facilities are not exceeded.
g. Describe the developed site hydrology, as proposed. Indicate whether stormwater will be fully dispersed (i.e., per BMP T5.30
in the Manual) or, if not,what types of stormwater flow control will be utilized for the site or specific threshold discharge areas
within the site. Locate these facilities on the site plan and differentiate proposed facilities from existing facilities.
tA) , ' ( t-) _D�war cPi �' 1," 4'tca (fit pi�Posc0
6 p r Spy ���/f3/1 f2 a a.. H� nq
10. If the project requires the use of stormwater treatment facilities, describe the types of stormwater treatment facilities proposed
for use on the site. Locate these facilities on the site plan and differentiate proposed facilities from existing facilities. [This is
normally for"large"projects or projects that involve the potential for dispersion of contaminants.]
11. Describe the performance goals and standards applicable to the project'
12. Describe the flow control system.
stormwater site plan template—rev.10/21/2008 6
•
13. Describe the water quality system.
14. Describe the conveyance system analysis and design.
15. Describe the source of fill material, physical characteristics of fill material, and deposition of excess material.
g - `- C v T HA-1-/tY/u �..d� . 7Y1 L T o� r
TL " -D -D (l �s' U S zf= 1.4 cZ_r _V-
16. Proposed methods of placement and compaction consistent with the applicable standards on Appendix Chapter 33 of the
Uniform Building Code.
17. Describe the proposed surfacing material.
c-yF W L C3 �FJv�-C 2 "FZ , 0.v • t / -11-1
O(Y - S-l r1- 11 t-,
18. Describe methods for restoration of the site.
�c. ►-,� ,� c, 2/ 0 ' 5. U}-t- N4-7,u nc, z s
19. An Operation and Maintenance Manual is required for each flow control and treatment facility. [This is normally required for
"large"projects only and only those for which facilities are required to control flow or treat runoff.] If included, list the Manuals
here.
20. List here and include any special reports or studies conducted to prepare the Stormwater Site Plan.
C1 6-0 TL'L t•-1 5 v 91 / 'IL- I l/Pj d/L H
21. List other necessary permits and approvals as required by other regulatory agencies. If those permits or approvals include
conditions that affect the drainage plan or contain more restrictive drainage-related requirements,describe those conditions or
restrictions here.
1, n W ✓�-- /}v�- � 11 t N, 0 c>2 R./ t„ P
stormwater site plan template—rev.10/21/2008
7
•
CONSTRUCTION STORMWATER POLLUTION PREVENTION PLAN (SWPPP)
The Construction SWPPP addresses sediment and erosion control during construction. The BMPs indicated by the applicant in the
template that follows must be installed on the ground during all construction phases of the project. The proponent is responsible for
preventing sediment and erosion impacts to environmentally sensitive areas and off-site areas. Consult the Construction Stormwater
Pollution Prevention (SWPP) Best Management Practices (BMPs) Packet for guidance, particularly with rural residential
development.
SECTION I-CONSTRUCTION SWPPP NARRATIVE
1. Construction Stormwater Pollution Plan Elements. Describe how each of the Construction SWPPP elements has been or
will be addressed. Identify the type and location of BMPs used to satisfy the required element. If an element is not applicable
to the proposal,justify in writing. Descriptions of the 12 Elements are found at Volume II Section 3.2.3 of the Manual(beginning
on page 3-7).
12 Required Elements-Construction SWPPP
1. Mark Clearing Limits.
2. Establish Construction Aqcess.
3. Control Flow Rates.
4. Install Sediment Controls.
5. Stabilize Soils.
J;(A-T-t VC—d t 1 S 4-z--L-�?-u/9. S f1 'T-/ S
6. Protect Slopes. y7
P.) 41sz=Pc'vt- r r.-k Lc_ p (= '5 ( 6., 5 w L �•-
7 G
La L.,-T,.-,o 6 4- s D.P� 4 y 6—) 2
" RwTE-0
7. Protect Wain Inletsc�.
A& I-7/ Oki
8
stormwater site plan template—rev.10/21/2008
. •
12 Required Elements-Construction SWPPP(continued)
8. Stabilize Channels and Outlets.
t.4i-
9. Control Pollutants.
10. Control De-Watering(the act of pumping groundwater or stormwater away from an active construction site).
11. Maintain Best Management Practices(BMPs). a
12. Manage the Project.
'fib t hE S✓tic- l Fv /2-c_c
2. Adjacent Areas.
a. Description of the adjacent areas that may be affected by site disturbance (e.g., streams, lakes, wetlands, residential
areas, roads).
f� �,�• T�� o l #0,. r' / s erS r- -n --r .2 1y a c
es r761 A/ /4n- /h41 r a 10 1-11-71T ✓—o /6 c c 7-p rw-
b. Description of the downstream drainage path leading from the site to the receiving body of water(minimum distance of 400
yards).
PcYL w, 4 /S (_, 1- S-o /L.-
3. Environmentally Sensitive Areas.
v
a. Description of environmentally sensitive areas that are on or adjacent to the site.
stormwater site plan template-rev.10/21/2008
9
•
b. Description of special requirements for working in or near environmentally sensitive areas.
4. Erosion Problem Areas. Description of potential erosion problems on site in the context of the characteristics of the on-site
soils(e.g.,erodibility, settleability, permeability,depth,texture,soil structure).
i 1-t- V2yrtz --- 3 v r= f 1.) 1 s S T .r v / S't b P c0 .
1�1/c L.)c..li- '�1 , .-, l S .5Yfv,-o "--.) �^ S L.)A F Lt"L - i cti CJ✓..-J
0 C- v/L., 11fi , I P A-w P -7-v ;a ,� co , c e_r,_-,, ,e, 9.
P:rt..{.,,n-A'Tl--ra PiPE, fr A - L I{ 4-0 ✓f cc 0 771717- Qc241JCSE-6 �7)f-t-
-,--e.-('f A. r1/4- , Li J Cl- t 61.✓ t ti✓ --,^---r D✓ t-0 N 0 7- 6,--
Al e---z E-75 rt-et-7
5. Construction Phasing.
a. Conjruction sequence
L/,A-, 5 01C c S 7-7 c-.c. STYt-eX- ti�►
7 'c_ l L1f v c, 4-T t vc� , _d 4 _
2--St-
( LcL r,.c,�.- Al 71 It e
b. Construction phasing (if proposed)
6. Construction Schedule. Wet season is October 1 through April 30(page 2-21 of the Manual).
I. Provide a proposed construction schedule.
,-) wt r-, -,,L, 20 /O o(L. 2 O ( / .
II. Wet Season Construction Activities.
a. Proposed wet seasonJ construction activities.
Irrr v K- "
b. Proposed wet season construction activities for environmentally sensitive areas.
N v c-
7. Financial/Ownership Responsibilities.
a. Identify the property owner responsible for the initiation of bonds and/or other financial securities.
C:/ e-n_,_�--,1 r. /o 4 o/c•c da n-rn R- c r�.-�
b. Describe bonds and/or other evidence of financial responsibility for liability associated with erosion and sedimentation
impacts.
g. Engineering Calculations. Provide Design Calculations on a separate sheet for the following, if applicable. 4-
a. Sediment Ponds/Traps.
b. Diversions.
c. Waterways.
d. Runoff/Stormwater Detention Calculations
10
stormwater site plan template—rev.10/21/2008
• •
Stormwater Site Plan Changes roved Stormwater Site Plan, the proposed revisions shall be
If the designer wishes to make changes or revisions to the originally app ch
submitted to DCD prior to construction. The submittal shall incl
rode substitute
thatpo ges sinthat
i supportude alls the ro ed fhran a ges,
revised
supporting drawings showing any structural changes,and any other supp g
Final Corrected Plan SubmittalPs
If the project included construction of conveyance systems,treatment f alilsubmitoa w coat corrected s,or
structuias)when thsource oe pro BMtis
standard on-site stormwater management BMPs), the applicant
completed. These should be engineering drawings (stamped by a licensed civil engineer) that accurately represent the project as
constructed.
APPLICANT SIGNATURE
By signingo e ConstructionfyknowledP ge.`I also certify that orksheet, I as he this papplicati application isr attest that being madehe information provided with the full knowledge and herein
co senteof ll
correct to the best of my 9
owners of the affected property.
(DATE)
(LAND R OR AUTHORIZED R PRESEN TIVE SIGNATU )
THIS SPACE MAY BE USED FOR ADDITIONAL NOTES, IF NEEDED:
12
stormwater site plan template—rev.10/21/2008
„ a
C--
i
c-7-,
CD
0
.1_, i
vD 7 d M
•
. r: —V . ._.
. ' ' 1 • . • • L
. ”
--------V • ..1 _______ ,.
... 1 , M ___,.._______
, , - , a t'1,
I i l• / hI1
• ' ' , �1 UP
T i
JN
. . J F 1 yly
c! o ati
c E, w
N !Z i Z7
✓ 7 , �� Ij o
- - \.1 r- .., 11
3 `
'. do i - J xa I
, . i r-V 3 t--
i'ri
/ 3 /, -.3 / 3 ' /
—z a
.;\:::,,,.
a
1 �D
CI-
ID •
i i
C„
m
P.
I ,
1
N'
r — %."....,
• •
1- -I I �I
r ' (. 1I
J v I p c
1
j j 1
4-
r 3
I \
! 3 .� I s
t
I ` ce 3
ANhil
V) i
L \l/ .
- - -
F.---.-- 4 '_-_f.__..-3. /V'.. .
I
v 6����0 4. 46.q,3 NI
. _ n SJ, !J G1�,
`1� +0. 1� `LR L. ^ Q07
Is 4: ,� 4� �� v
cob 5� (0 ,O., a. er
4'
o 'za gi
A- A- +
°�-1 __I
�'N LO F, 9 tT Q
A• -cl, q . _ Lip! U-/
A� O. m Q
`� o N in
0
o i U p
S. 61,ryry(21)MI_Z3•.17-00N -st_+ ° a < p
►., S 17.11 a o
to°' c� 4 (o .a F' < 0
crl
co
sue• A
7.
N
<>->.. \ , <,.
%
- \'I,/
i. 11•••
� i� _ \\: c
Y�' ) % \s.j5. ZA k, \
l
O rye`
tom , "j:. ..< \", f
0 \
t.
_.s.„ .
�j , ,,
f r�i�o <SIV: 0t,,
-.,. ...„
C.
V t�� \V�G' �`"X' "Is> ap y61 'lot","t
VJ 6 '`1
\ ....1).
-c- :!, 4 1\\..
)--- - CI --) 0, s., -+" \ -,6_.
< - N1 ---- \ r•
co cn N
>— p 0 k # °2 ryry
W ( 1� Fgl� ' 4'
(r) c ._ C) . sv,
.O aZN 2
in ../0-4 Pt) 0 ..e-
ww�� 't)/4 04c9
c... ,4.• \ & 0
I wJ ° �
Q
C�3 A ILI 0 �:
co n
CO
a
5x;
ED-
D�
co
W w w
m 30.00'
CIS
W s : rt 1 s 1
I I
A
n
N Im I
Co " I I
O.
`-2- I 7 I I
7.N O
IN
CO N K I c, ��M1 f
N
W N , t7 I —
O CS)o
CS) `7T' i i
4 4, I \
m I J A L 1
Z jg I
1 $ ,n
4, r i ! 1
1 NI
,(_,, , _ r\ ,
B .. I
x j v.
I
CO "902 S arking i o I
N m
... . r
I 2
-----------------------------
mew
t
m
cm n
_ o
s,.
auo-1 -}uiocMa!A
m /
4
tO
A N m
N m o -
2 2
Q
▪ •
• T of a
N
m
a
• s }
g
▪ T o
CD
m
U
A
CD p
< N
N
O,
N
O
-J I. -
= C.,, 7.17.1., Z A
uuU
tio
w
r7 G' >
--
1
-*I
Fl
-.1 .......
C., ..1
C> '1
0
'A> -
= 1'.
ffi
C=I
W -
i-•-• --. 1-...)
CD
_......
14
-4..
rn
ffi
.•-•-. -----.0
- V'3/4
,...
...(d) 11 111 ,...) Ca C.3.3 3, (3
_
V'3/4.
_ -
_ _ -
..,..„ _,..
u..1 NJ 0.1 -,-• NJ --.4 A cr, o..1 CD CM
NJ 6 6 e-
x
I
01 01 01 NJ Ni CMN. -D. (-1.1 NJ ts /-, ,,
CDdo do 6 6 6 , , 6 6 , ,
. .2.--_,-----__---,
(...1) cn cn -ti. (.11 (...0 CP ‘.) CP ---1 11644.-
p- -3 6 g C) * (....n 4
1 a:•.-- cr.? -_-). (I) di
CI
,
_ n •-•
y 0 '[..,„.,,..11-
K ( )
.!
, .
.‹..: o, .,....
4„.„ , .......
a.
OS'• 6. (.3 6 (.0 kr.) oz) cs) () a) ko o o
CM " 0 IT ,
eo '-\I
0... v.
c rb - • t.1.1
.1)
. .. .. NJO
L (-')'
,13
.4. -T_.!_..r27 LT 2.2-"ft II
NA ANA A t' AA A AA 8_
x x x
I >8.) a) 1 6„ 6,) ,5. oo co ,d, . CD (D
CD 6'-3 3/4' ,..1 [ t'6 3/4'
(-n.
Ni r 9'r
,?
24 11/2'
"....,
f.:.> ••...
2.>
....,> ..'
0_0 CO 3. U ,-,•-, •, C3 V
0 0 0/ .-1 cZ N-2 0 0,_-•- 24 11/2"
c, 7 -- 0 - .0 3 ...
3 - :3 -•-- 0 3 ,_.-1 0
co a 5: .8 a . 0 3. a 0_ 19 3 1/2'
CO 3 -0 /3 0
.t. ••••
co a a,
--.1 co L -0_ 0 C (D -1
-X. 3 9 R 9 ,-0_8 i: 6-4' 9'8 3/4. 2'10* 1'6' 2'N"
-
7 0_
..1 V.-') 5'4'
_.Fp •;_c_, ,, 0 CO N-2 -• W W
- co
c., _• _ cn 0 CD '_',.. .. 01 i ; ;
NJ --,- C)s_) , , :: " . - ‘1,,,•• ,, ,, ,„'
.i„; re:()
0 3 --,• C3 a 0 "3 (7, .3
c_rt
> 0 O. a 8* .0 0 '0 ,‘ 4'2'
C-) 5 (-)-' 1-
0 -• -.- *o r.4'.1' [i
I'4 3 04 8
. ca000-o-'- aC3MC•r.D".t6")- uc-,•00o- ,,-J-,' -07ri).•-0G.<-,
CSaT
)
le
---• N') i i. j.
r:-rEC
- a ° % i . 11i1l
.1
gt '•9•.
b -•••- --, ) -•-• RD -) ....- II •-,
T 1 • I F. F.
r.
. _. -• . •i, it
1-7--cc)• E.-, 2 0 P ' a CM"' c°, .
- "-- 7) 0- 2,-sn o ---,j al
0 .
-0 __ <30
• 15.
C.) 0 '-1- 7 ^-:
' -‘3 0 • in 0 cr) 7 a5' ' -- ioo
oo(0) cy 0 co .c _< 11 \
Eia '=
0: FiL g 0 - Fri r 6' '..,
CD NJ .N 0- :31Y. 4-1
0 i c< 5. p r."-‘1, :'I
R) • 0 ‘[..i
Ca_ ---• 7- a 0- QC)
NJ % -
ty p 1-• 5.....-,C) CS)
0 0 0
. ,1).1,4 r ef ,
- •--c 0 0 •-•-• ,--, &
4 2.-_,--1 •h •
--) -• --• 0 x
t(2 0 .c,
u._., 11- -...... a - 7 - -0 (2,-0
0 , • C. cn c_ 0....z- =3 • --
0 •-. - 2 1) (.D €....)
7 K.I 7 < -• ID CI* C.ri; (D * -\R-SN-`, E J _///./Z
_II)
CD ',.' (i) _/,,, 7 n•D CO -_, a„
a 0 fl 5W2 -I .„
-1 ( 5W2
N.) -..2••• ••-t- 5'6 3/4' 6-6' 6'6' 5.ki vz•
0
e;
C.r-ii NJ a •c-) ?._,.P 2 24'11/2"
* ,I3 * ' • 0° cr, - /
o_ p cn c,--) < c-)>c 9 • ,_',-2.
. „,-Z.- c) •'
p g - .-
3 0 ° 0 ,''t 8
(9 (7). 0° (0").
0
° _0 r?, J -._ 5'-6 7/8' 6'1 5/8' 6'1 5/8' 5'6 7/8'
.-... -. -.
-3- O 0
9 0 0 "?. •,-,', cl-'• L.' -e g
..,.!.
•0 C) CP (-D b-
0 t2
i o
-7-)--
cn 0 bo •-•-,-
70 •-i- CD
(P U) U) 0 P
•
V DO
.‹.
_0 -0 -0 CO - U,1
'C9 t..0
• •
•I- (..0 0 CI) 11-1 '-,
op (0 0 ...-7.1• V -T1 71 II NJ n --+ - 0 -,-
v
Johnson Homes
0 -0
n) KIS o --_, o .7 "1' c.,,J kr) Tt 0 cn-0 •., 0
5• °-
--..... ,- I, _I- -N• CD b -• op 0 CD _),
0-, ro ... 7 o 0 '-• ci.
(1)-- /kJ c'3* PU box 1074 5ilver(Jule, WA. 98,383
( I, 0
s) ••
-_-) -0
--2. C.- -P 3 -< 360 691 13311
[..)
N 0
0 C
CD 7
- CO
___
(Jrlir
oo
a
ax0
m�
nA
m m
r r
O
c
(N L. IQ
01
LT
LO
w j
I s
Im 1
rt." I a
s I I
j
1 I
jti 9 1
(r' I N' �4 1
LA
IN \
omo t j
I
cD j p
Z
I I
1..., o m i
r
-rnr •
m u N.:
g6 rr I
N - jam'!1 - 1, 1 ]
9x22.5 ParkingHJJ7
0
CO
f
t rt
01
CO
a '
•
- -
,00'0£ m
m
,
a
0
CJ
H aUi iUIOCMa!A
s
A
/
LO
A m
NJc m a N
N
o
*.., ..Th
CD
I. rt
o cn0rt
2
CD
IV
cn
A
m
)O p
�
m
O.
N
v /
lD
CA
zd
^._._._____ _ 73
o
---- _.
ff D ii-0
.... b
r-1 MI
114
P21111- IA
Irak o p/ r� I ic IV\ C_, AO
lfl Ilz!,
M
—, ,r,
n, _
. .
,..„ ,____
,_ , c:=,
_____.
,...,
2 nUr