HomeMy WebLinkAboutBLD2004-00430 BUILDING PER
MIT
Jefferson County Department of Community Development
621 Sheridan Street, Port Townsend, WA 98368
(360)379-4450 FAX (360)379-4451
PERMIT #: BLD04-00430 Received Date 06/29/2004
SITE ADDRESS: 345 MCCURDY POINT RD Issue Date 10/8/2004
PORT TOWNSEND, 98368
APPLICANT: DBH1 LLC PHONE: (206)325-1073
DOUG HUNT& DEREK STANLEY
2331-I FAIRVIEW AVE E
SEATTLE WA 98102
SUBDIVISION:
PARCEL NUMBER: 101323002 Section: 32 Township: 31 NBIock:Range: 01 Wt
CONTRACTOR: OWNER/BUILDER PHONE:
PROJECT DESCRIPTION: NEW SFR W/DECK
ALSO UG PROPANE TANK
CALL IN FOR THE EQU E INSPECTIONS THAT APPL TO YO ROJECT.
SETBACKS: `. 7 6s Zer,C 4' eat/ 7.2,0
UFFER. / Off" BLOC e7A 7/��'5'
Footing. 4fr .( -27
Found tion:
Stormwater FINAL Approval:
Underground Plumbing: t.'t r i��. lQs � � �� ._-72 /`/c�.'
Underground Insulation: �. 1
Shear Wall : ZiK 4/2.4Xo.G,
Framing:
Plumbing:
Propane Tank/Lines:
Insulation:
Sheetrock:
Septic Sytem Final Approval (If not on sewer):
Road Approach Final Approval:
Zoning Final Approval: 110
Final/Occupancy Approval: ,� 1 c
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. CALL 24 HOURS IN ADVANCE TO SCHEDULE INSPECTIONS.
Office Hours 9:00 a.m. -4:30 p.m.
HOT LINE AVAILABLE 24 HOURS A DAY
SPECIAL CONDITIONS APPLY - SEE REVERSE
• •
CONDITIONS for Building Permit* :BLD04-00430
1.) The application was reviewed by the Jefferson County Department of Community
Development staff on July 7, 2004 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:
natural/suburban shoreline designation; eagle; seismic; landslide 2 8 3; erosion; SUSC
aquifer recharge; 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 storrnwater runoff so that It recharges the
aquifer.
8.) 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.) A vegetative buffer of 30-feet shall be permanently maintained from the top or edge of the
Landslide Hazard Area. All buffers shall be measured perpendicularly from the top of the
Landslide Hazard Area.
8.) A Geotechnical Report prepared by Stratum Group dated March 5, 2004 was submitted in
conjunction with this application. The report addressed the stability of the geologic hazard
area. A setback of 150-feet from the top of the northwest shoreline bluff shall be
measured perpendicularly from the top of the geologic hazard to any proposed
development. A setback of at least 75-feet from the top of the northeast shoreline bluff
shall be measured perpendicularly from the top of the geologic hazard to any proposed
development.
9.) Landslide Hazard Areas and their associated buffers shall remain naturally vegetated.
Should buffer disturbance occur during construction,the Unified Development Code
(UDC)Administrator shall require replanting with native vegetation. No alterations shall be
made to the Landslide Hazard Area or Its associated buffer without prior authorization by
the UDC Administrator.
10.) Prior to and during approved construction activities,the perimeter of the landslide hazard
area buffer shall be marked with a temporary sign. The sign shall be placed in such a
manner that it can be directly observed from the construction area. The sign shall contain
the following statement "Landslide Hazard Area and Buffer-Do not Remove or Alter
Existing Vegetation."
11.) All construction activities shall nofecroach upon the landslide hazard area bAll. This
Includes the storage or preparation of materials.
12.) The applicant shall permanently separate the boundary of the Landslide Hazard Area
Buffer from the remainder of the subject property through installing logs, trees, a hedge
row, or any other prominent physical marking approved by the UDC Administrator.
13.) 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.
14.) 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.
15.) VOLUNTARY MEASURES OF COASTAL 8 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.
16.) VOLUNTARY MEASURES OF COASTAL 8 AT RISK SIPZ:
1. Installation of a flow meter.
2. On-going well monitoring for chloride concentration.
3. Submittal of monitoring data to County.
17.) 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.
18.) The property owner shall comply with Water Conservation Measures(per list maintained
by the UDC Administrator).
19.) The applicant is proposing to create or add 16,729 square feet of impervious surface and
31,822 square feet of land disturbing activities.
20.) 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.
21.) An Engineered Stormwater Site Plan dated April 4, 2007 prepared by Browne
Engineering, Inc. 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.
22.) Jefferson County determined thaes proposal is categorically exempt from r v under
the State Environmental Policy Act(SEPA) pursuant to WAC 197-11-800(1)(b)(I).
23.) The revised site plan as submitted dated September 21, 2004 has been reviewed for
consistency under the UDC, and has been approved by Jefferson County Department of
Community Development. Anymodifications, changes, and/or additions to the stamped,
9 �
approved siteplan dated September 29, 2004 shall res
ubmitted ptbe resub fitted for review and
approval by Jefferson County Department of Community Development.
24.) This approval is for a single family residence with deck and underground propane tank
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.
25.) Outdoor residential storage shall be maintained In an orderly manner and shall create no
fire, safety, health or sanitary hazard.
26.) Not more than two(2) unlicensed or inoperable vehicles shall be stored on any lot less
than one-half acre 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 Unified Development
Code(UDC) Section 6. Outdoor storage of thirteen(13)or more unlicensed or inoperable
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 of the UDC,
and such storage shall meet the requirements of UDC Section 4.10. In no case, shall any
such unlicensed or inoperable vehiclesbe stored In an Environmentally Sensitive Area
(ESA).
27.) Maximum lot coverage Is not to exceed 25%. Lot coverage is defined as amount of
impervious surface which includes roof tops, driveways, concrete, etc.
28.) The building height Is not to exceed 35 feet.
29.) Minimum setback from McCurdy Point Road, East Middlepoint Road, and private
ingress/egress easment(s) rights-of-ways shall be 20 feet. Minimum northwest setback
from top of bank shall be 150 feet. Minimum northeast setback from top of bank shall be
75 feet.
30.) 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.
31.) 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.
32.) A minimum of two(2)on-site parking spaces shall be provided for the single family
residence.
33.) Per phone message from Shelly Ament(WDFW wildlife biologist)an eagle plan has been
completed.
34.) A Boundary Line Adjustment was recorded on September 10, 2004 under AFN 489200.
35.) An easement for water line and the maintenance thereof was recorded under AFN 487145
and depicted on the face of the recorded survey.
36.) An easement for ingress, egress, and utilities for the benefit of Parcel A(northern most
parcel)was recorded under AFN 487114 and depicted on the face of the recorded survey.
37.) The lot has been designated as RR 1:20 under the Jefferson County Comprehensive
Land Use Map effective August 28, 1998.
38.) A water review(USR04-0005)was conducted by the Environmental Health Department
A septic permit(SEP04-0146)was approved on September 29, 2004. A building permit
(BLD04-0431)for a detached garage will be Issued with the single family resident building
permit. A boundary line adjustment(SUB04-0006)was recorded on September 10, 2004
under AFN 489200.
39.) The proposal was reviewed for•stency with the Shoreline Management Jar
Program Section 3.402.5 and found to be consistent The proposal Is(1)a single family
residence and detached garage, (2)does not exceed 35 feet In height, (3)does not
involve over-water construction and is located landward of the OHWM, (4)and meets all
required setbacks as set forth in said SMMP and the MPR Code.
40.) PRIOR TO FINAL BUILDING OCCUPANCY, PROPONENT SHALL SUBMIT AN
ORIGINAL WET-STAMP LETTER FROM ADAM WHEELER ( BROWNE
ENGINEERING, INC.) STATING THAT THE STORMWATER FACILITY HAS BEEN
CONSTRUCTED IN ACCORDANCE WITH THE REQUIREMENTS OF THE
"STORMWATER POLLUTION PREVENTION PLAN, PERMANENT STORMWATER
CONTROL PLAN AND OPERATION AND MAINTENANCE MANUAL" DATED APRIL 4,
2007 AS SIGNED BY ADAM WHEELER.
• . P:
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CV-T. JUL - 2 2004i ..
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JEFFERSON COUNTY., . DEPARTMENT OF COMMUHrrr DEVELOPMENT;. co aumno3 OSUJjjjPt
` 821 Sheridan Street•Pat Townsentd•Washington semi ..d-£ . _ ' ._ ..-"360/379.4450 3601379.4451 Fax 1 0
° httpJMrww.co.)ettereon.wa.
OlS # 1
.' STORMWATER SITE PLAN SUBMITTAL TEMP
A# 0 4 —ME A Sb PIOXECTiAPPUOWMAIM ngW, 9. 1.L4. •
Pisces craw al of the folowtg question b the best of your ably. Where the question cab for depiction on a de map,the
applicant may choose b either incorporate the elements into the genes plot plan for the Mader Land Use Applbellon orb submit a
-separate sbnnwaler sits plan map.
Projsot Overview - • •
1. Deeabe the proposed developed condltionns of the die. Indicate position and relative ems of proposed improvements on the
site map.
. sr galA \0(.541411a. 4414 6fteilfi-
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Existing Casabas Summery Required I i• ,,I .•
2 Describe the topogrrrply, contours on the ale map. 1
51slit 4o AI,0A84- -faceted; 3 X •
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• Aovpn
a Deeorlbe the erdetlg vegetation. Indleate relive °r'areas on the de map. STORMWATER PLAN
KO e.euS 7 al Arty IAA
• - - SEP 2 9 2101
4. Describe the existing sole. Indic-de soil type on the ale neap.
-
DEPT.Of •- 1 .241%;'
5. Deecrbe the editing site hydrology(Le..drainage;behavior of water on the ate-above,blew,and on !!T! Ixlcar
existing sbmneder drainage.b and from the ate on the ere rasp. Depict separate drainage basin • the ails map, if
applicable,and Indicate acreage of each.
Ztz)vtu►Jw In+S %IVA) La fo(�ii.. a u�tJl. 70 tr . 540-M•44-r l 61-ept- _
4FP 'D rtmium45 r►rn3 tit,"pa rue f'tb no:0 Ile. 440g.4..44 set
O(a./4,a r.CeA 40 Corwda+* P(,e.d1 Priv. G.% .0
a �J
8. Describe any eue:ese levels of noise generated by the proposed use or aclivly;
at* - etc;1~1-- w; I b{. urre4. o n e as•l w PA Li p A w u ke•teLS
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dfiddddrdidodddiddi-ram MGM e
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la Describe the water qualty system.
Z S.3,. 11 OO to.t.. ?Cga w is •J re u.It1 1.aS�Gr•r1
�.Le4,2.8 - :, ewe.\.. 'r r- a•�o AI WA a;Spa.-St:N
14. Describe the conveyance system enalyde and design. "L^Y
Send- ' . ,p&AJ c t. o JUL - 2 20 T
=4••
r
aft
it Describe the source of I1 material.physics!chwede Istla d MI mderil,and deposition ci mess mderl.L "
*Jr;et. Ma.•111 L S tvtAik{j S IpesaA 4m J .t rt-c•L A. -10 6;0 o O
110.4V ra-t. VtigAelArvi. L.&. . v
it Proposed methods ofplacement and compaction consistent wph the amicable standards on Appends Chapter M8 of the
rle
Uniform RidingSao"- a. 44/Arg La`w.. s gAISL (1( J •
17. Describe the proposed taming
It Descrbe methods for restoration of the ale.
• rux. c ays_ t S * A& 1.4•1•a 5Cori ' ty4LIA;13 A•Qg/ti•
•
19. An Operation end Iunance Manuel Is required ed for each flow contrd and treatment Idly. [fhb is namely required for
projects only and only those for With Iodides are required ed b oorrbol tow or beat runoff.] If Warded,let the Minuets
Ls".as wene.••LC.: 1c•e Ar a►+% t `! n.1. .a L 4 t r a w).6t d
1.19an ' CAW-p( c.. _
20. Lit here and Include any special reports or studies conducted to prepare•the Stomrwder Ste Plan.
See- Ge o -3.r..c t-o-h pC 4 .0--
4t•wary µ 16•
21. Lit other necessary plume and apprmai as required by other regulatory agendas. If those plums or approvals Include
cotillions tned Med the drainage plan or conldn mom restrictive dralhsye-related neghiemenb.describe those oondeons or
redrkdone here. L/� � JAG ,/�
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t,o A /.w M .L �/h3 rf _Sr/na,Q D F� JAG/� 41141/RY
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rom..nrdePin swum 7
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12 Required Elements—aanebuatla,SVVPPP(QonInued) a �.
8. 8101111as chorine&and Outlets.
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efte. QQnbo'Pollutants. c� o
10. 0bvi De-Watering(the act of pumping 8rourdrraler or a omnwalar may from an dew aot.hu on eha).
. for
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11. Maintain Best 1/A�enapeewnt Practices(Mills).
`La �.v L ru ague►' f a c _ trSr.1•' \M�.d'tLkd/
1,�,r✓ s Ewa a .-F ti.A 4ih�a 4% 1 per% c. �rw�, M.vet• cL, 4 4(a
K�N i�lv UAL dads'11.1 4, 4..45s,. 1 (.4E
12. Menage the PmjscL
'T4.... e- j..e.t wall Ise. & M.4.4 met
2 Misco,t Anus.
a. Description of the aisoarrt areas that may be a8Nated by ells delubano) (Lg.. ebssnk lakes. wwsderr* residential
mass.made). ,I
b. Dsscrlptionci Vat downstream do imps pdh lasing from the alb b the rmosldrq body of water(minimum Marnce of 400
rode). ,4 Sic. Car* I•,.1 fC4drtt1 -
9. 1Bwwronmenidly Sensitive Ares.
a. Desolation of ernlronnrsrlely sensitive sees that are on or&lewd b he ants.
tft4pisr Vti.ssivt. Set& 1►ltn.-1 "Ks IN F v % is 4FJ ea,•
animas"dip pm ampror-nr.memo
! •
sEcrrop -EROSIONS SIDIYEKr CONTROL PLAN
Sedknent and erosion control measures may be depicted on the master lend use application plot plank a sbmir ale plan.anctor a
wends Construction SWPPP site plan. This le a checklist to ensure that the following are depicted on.a ale plat - .
1. General. •
a. Vida),Map
: ;mep
b. Jefferson County Approval Block • C :
0. Erosion and Sediment Control Notes J U L 2'�` '41
2 Ms Plan. / •`
a. Legal descdPar d subject Proprty-
e '' • t"y 0•
b. North arrow.I/ r7Z .
0. Indoate boundaries of existing vegetation(e.g.,tree Ines.pasture areas,�). ✓ O
d. Ideally and label areas of potential erosion problem&
& identify FEMA base flood boudds*N*err lnoroine Menepament boundaries(if epploabls). gee--6.%• +t&C
f. Show existing and proposed contours./
. g. indicate drainage leaksand cie con of flow for indildral damp areseY/
h. Label final grade oonnlouee and Identify developed melon drainage basins. i...3
L Delineate areas that are lo be cleared end pealed✓
J. Show al out and f■slopes hdoe ing lop and bottom of shops catch Ines.4 •Jo SloptA
& Canneloni Systems.
a. Designate looetionw for swans.hbrosplor trenches,or cliches. s c h.� s&•M- p L.Tsia/at
b. Show al temporary and imminent&mirage pipes,cliches,or out-di benches required for eroslon ik sediment control.
0. Provide ni knum mope and cover for al temporary pipes or cal out pipe invade.
d. Shows grade&dimensions,and drertlon of low h al cache&swabs.culverts and pipes. 1.44'
e. Provide debate for kingship off-ale nndf around d kabed wens.
f. Indicate locations and outlets of any dewateri g systems. dp
4. London of Detention Beet Management Practices(BMPe). Identify loodlon of detention BIiP&
5. Erosion end Seilmsmt Control Faeiltles.
a. Show the locations of serinent trap(s),pond(s).pipes and structures. 0,146
b. Dlmennslon pond berm widths and inside and outside pond elopes. 016
0. include the trap pond storage required ed and the depth.length.and width dMnenslons. awes- L.A Ad s d..pa- ?C.,.)
d. Provide typical section view though pond and outlet'trucks&OM
e. Provide typlod'deWs of gravel cone and slendplpe,andlor other flaring devices. '/'
f. Dalai elebtln■tion leclrtquss for prlsllktet, 'Yr-
g. Dent controlliestrictor device location and delete. d1i
hh. Specify mulch andtor recommended cover of bens and slope..wyk
L • Provide rock epedloalore and detail for rook check den(s),t applicable. Al*
J. Spedly'packig for rock check dams as required.ed. IJ/4-
k Provide front and aids sections of typical rock check dean. 1 /A•
L include to locations and provide debals and spechioeione for aIt fabric. 'Me
m. Locals to oondruction entrance end provide a dsteL _ •Gr.4.:.1 c cusL J e-.cic $Se-AKA..
& Delved Drawings. My ebuchral practices used that we not referenced in to Ecology Manuel should be egeplaked and
illustrated with deleted drawings.
7. Other Polluted BMPs. ftrlicds on the site plan the locations of MPG to be used for the control cal poluterts other them
asdfnert(e.g.,concrete wash water).
8. Monitoring Loaitlone. bdcde on the ale plan to water quaky sernplg locators to be used for monitoring wrier gusty on
the construction site. Sampling stations should be basted upstream and downstream of the project site.
r_rt ills On10 -wa hahreore 11
4.
Stormwater Pollution Prevention Plan,
Permanent Stormwater Control Plan
And
Operation and Maintenance Manual
For
McCurdy Point Residence
Prepared For
Barry Burgess
lnsite Northwest, LLC.
2339 Fairview Ave. East, Suite N
Seattle, WA 98102
Owner Operator/Contractor
DBH1, LLC Little and Little Construction
2331 Fairview Avenue East Company
Houseboat I 2009 4th Street
Seattle, Washington 98102 Port Townsend, WA 98368
Project Site Location
345 McCurdy Point Road, Jefferson County
U60(4—LI 0
APPROVED SWPPP Prepared By
Browne Engineering, Inc.
STORMWATER PLAN 197 Parfitt Way, Suite 200
Bainbridge Island, WA 98110
(206) 842-0605
MAY - 1 2007
A. Wheeler, Engineer
JEFFERSO OUN Preparation Date
DEPT.OF C •V . P E 4/04/07 . b) y
SIGNATURE: I_
Approximate Project Construction Dates i—!
4/2007-7/2007 _ 6 i
April 4, 2007
Barry Burgess
Insite Northwest, LLC.
2339 Fairview Ave. East, Suite N
Seatte, WA 98102
Re: Residence at 345 McCurdy Point Road, Jefferson County, WA
Dear Barry,
This letter presents the drainage plan for the proposed residence located at 345 McCurdy
Point Road in Jefferson County, Washington.
EXISTING CONDITIONS
The 21.55-acre site is located on McCurdy Point. An existing 12 foot gravel road is used for
access. The proposed house is under construction with the majority of work all ready
completed. The remainder of the property is currently vegetated with second growth trees.
The soils are mapped as Clallam Sandy Loam Type C.
The site slopes from the east to the west, with an approximate grade of 6 percent. On both
the northeast side and the northwest side of the point are large steep bluffs. The northwest
bluff ranges in height from 60 to 70 feet and approximately 100 feet for the northeast. The
stability of these bluffs and the site has been evaluated by the Stratum Group on March 5,
2004.
The project site receives uphill runoff from an area that is approximately 0.4 acres. This
water enters the site in a dispersed manner. Runoff currently generated onsite appears to
sheet flow across the site and disperse into the surrounding vegetation along the northwest
edge of the site. From this point to the top of the bluff there was no evidence of concentrated
flow.
Based on conversations with the Stratum Group and their report they are recommending
dealing with the storm water onsite in either an infiltration or dispersion system.
PROPOSED DRAINAGE SYSTEM
The proposed project includes the construction of a new residence (6,435 sf), a parking area
(1,249 sf), pathways (2,413 sf), water features (1,053 sf) and landscaping (13,272 sf).
The runoff from uphill of the site will be collected in a swale and routed around the site. At
the discharge points of the swale the water will be dispersed into the surrounding native
vegetation.
•
All landscaped areas will have the soil amended to meet the requirements of BMP T5.13.
This will better mimic the hydrology of the existing site as opposed to conventional
landscaping practices.
The driveway will be graded to drain over a gravel strip and then disperse into the
surrounding native vegetation. This will provide both water quantity and water quality
mitigation for this area.
The roof of the house is constructed as a green roof using a product called XeroFlor.
Because of this when evaluating the hydrology of the site there is a credit given by Jefferson
County that allows the roof to be modeled as 50 percent impervious and 50 percent
landscaping. The runoff generated from the roof will discharge from scuppers into a variety
of stormwater planters. The planter is designed to collect the water in a perforated
underdrain that will tie into the site drainage system.
The walkways onsite are divided into two categories: sand set pavers and concrete set
pavers. The sand set pavers will be graded to disperse into the landscaping. The concrete
set pavers will be collected and discharged into the drainage system for the site.
The proposed project also includes two water features, which include a reflecting pool and a
running stream. Both of these systems will have overflow systems that will connect to the
site drainage system.
The drainage system for the site conveys the runoff to the southwest and discharges into a
sump catch basin. The catch basin is equipped with tee to prevent floatable objects from
draining into a dispersion trench downstream. The dispersion trench will spread the runoff
out into the surrounding native vegetation. The dispersion trench is located approximately
150' from the top of the bank. This flow length exceeds the 50 feet required by the County.
The foundation drains will also discharge into the drainage system.
EROSION CONTROL
The Contractor will be responsible for maintaining erosion, sedimentation and pollution
control facilities on the site during construction. The general principles of construction •
pollution prevention are:
• Retain native vegetation
• Prevent erosion rather than treat sediment laden water
• Employ site specific best management practices (BMPs)
• Divert upslope runoff around disturbed areas
• Phase construction operations to reduce total amount of disturbance at one
time
• Amend soils before seeding
• Minimize the slope length and steepness of disturbed areas
• Reduce runoff velocities
• Prevent the tracking of sediment off site
• Employ BMPs that address not only erosion but also other potential pollutants.
The plan shows a number of BMPs which we believe are the minimum needed to prevent
erosion. It should be noted that other measures may be needed to minimize the movement
of sediment and shall be put in place as needed. To prevent erosion the contractor should
take special care to ensure that exposed soils are covered in accordance with the plans.
Clearing limits are shown on the plan and the contractor should install and maintain fencing
along the limits. The contractor should also ensure that disturbance outside of the limits
does not occur unless needed and a pollution prevention plan is developed to address this
new disturbed area. A silt fence is shown on the plan along the downhill edge of the site.
The site has a 750 foot gravel driveway that will allow sediment to be removed from
construction vehicles before exiting the property. Attached is a table describing how the
minimum requirements for construction stormwater pollution prevention are addressed on the
plan and also attached are descriptions of the BMPs employed. If the contractor needs to
employ additional BMPs he should reference the Washington State Department of Ecology
"Stormwater Manual for Western Washington", 2005 addition for additional information.
Very truly yours, •
BROWNE ENGINEERING, INC.
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115.11K .) 40430 p
ONAL
EXPIRES 12J22Jo, I
Map Output Page 1 of 1
DBH1-McCurdy Point
FOR INFORMATIONAL PURPOSES ONLY-Jefferson County does not attest to the accuracy of the data contained herein and makes no warranty with respect to its
correctness or validity.Data contained in this map is limited by the method and accuracy of its collection.Fri Mar 02 15:49:17 2007
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http://maps.co.j efferson.wa.us/servlet/com.esri.esrimap.Esri map?ServiceName=ovmap_outs... 3/2/2007
Summary of Stormwater Minimum Requirements
Minimum Requirement Comment
1. Stormwater site plan A stormwater site plan is presented.
2. Construction stormwater See report, plan and following table regarding construction
pollution prevention controls.
3. Source control of pollutants Not applicable.
4. Preservation of natural Roof runoff will be directed to the same location as runoff prior
drainage systems and outfalls to development.
5. On-site stormwater Dispersion and soil amendment BMPs will be employed to
management mitigate the impacts of the proposed development.
6. Runoff treatment Runoff treatment will be provided by dispersion and soil
amendment BMPs.
7. Flow control Does not apply since the project discharges directly to salt
waterbody
8. Wetlands protection Project does not discharge to a wetland
9. Basin and watershed planning Not applicable.
10. Operation and maintenance An operation/maintenance manual is provided.
Sheetl
Proposed Land Use
DBH1-McCurdy Point
03/21/07
Design
Area (SF) DOE Credit Impervious Area Pervious Area
Driveway 1249 0 1249 0.03 0 0.00
Sand Set Paver 1391 50% 695.5 0.02 695.5 0.02
Concrete Set Paver 1022 0 1022 0.02 0 0.00
Roof 6435 50% 3217.5 0.07 3217.5 0.07
Pool 1053 0 1053 0.02 0 0.00
Total 11150 7237
LANDSCAPING 13272 0.30
Dispersion Area 1 9661 0.22
Dispersion Area 2 26224 0.60
Impervious Areas to Dispersion Trench
Area (SF) DOE
Concrete Set Paver 694 694
Roof 6435 3217.5
Pool 1053 1053
Total 8182 4964.5
Dispersion Needed 71 @10ft/700sf
Page 1
(..1.2) JEFFERSON COUNTY AREA. WA
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1 10 000 FEET
. (Joins sheet 42) R 1
Construction Stormwater Pollution Prevention Elements-Minimum Requirement 2
Element Comment
1. Mark clearing limits Clearing limits shown on plans and will be
marked in the field with Silt Fence C233 and
Stake and Wire Fence C104. A note is also
provided on the plan addressing Preserving
Natural Vegetation C101.
2. Construction entrance Not applicable, gravel driveway.
3. Control flow rates The project is below the 0.1 cfs increase
threshold and, therefore, is exempt from flow
control requirements.
4. Sediment controls Silt Fence C233 will be installed to contain
sediment on the site.
5. Stabilize soils Soil cover requirements specified in the notes.
BMPs referenced in notes are Mulching C121,
Plastic Covering C123 and Topsoiling C125.
6. Protect slopes Interceptor Dike and Swale C200 is shown on
plan to intercept uphill flows.
7. Protect drain inlets Notes require that all inlets be provided with a
filter if used prior to site stabilization using
Check Dams C207 or Inlet Socks.
8. Stabilize channels The interceptor swale will be lined in
accordance with Grass Lined Channels C201 or
Channel Lining C202. The outlet of the swale is
provided with Outlet Protection C209
9. Control pollutants A note is provided on plan addressing the need
to provide BMPs to address the use of any
potential pollutants
10. Control dewatering See note on plan addressing discharge from
dewater activities.
11. Maintain BMPs Note provided regarding maintenance.
12. Manage project Notes provided regarding scheduling and timing
of disturbed soil exposure.
N - ; person Counpartment of Community Development
r 44e be, I i • 621 Sii dan Street,Port Townsend WA 98368(360)379-4450
.k� 0 _ 0 catoon
p . rrnfl? A Q 'JD ' ° .
! .
Project Description: T.
r-
Building Type: Project Type: Frame Type:
(-Sin le Fami ew ("Wood
Gara A.dition teel
Modular Alteration/Remodel Concrete
Commercial Repair Masonry
Multi-family/#of Units Demolition Other:
Industrial
Other:
Bathrooms: Bedrooms: Type of Sewage Disposal: Type of Heat:
Choose one:
Existing. Existing. Sewer Community System (leectricit�) Oil
Proposed: .1..5 Proposed: 5 (dividual System selorie, Woodstove opane ')
Cotal: Total: If not sewer,fill out the following: -eat Pump --
Conventional Alternative • er
Permit# SEP
Water Supply: ' i
Private well Two Party Well Public:Name of water system: - "U.l• . ' . + i (`t
Square Footage: For Office Use Only
I l8 1 Main Floor 3/ 106 •.
0. . 5b � ' Consistency Review 2ND Floor 417 3 -15• Base fee 3 of 33. q5.- 3 5 I
3rd Floor ` ,g Plan Check fee 1 0 1 • ' 7
Htd Basement 32Z •, State Surcharge fee 1- 5 6
Unhtd Basement Subtotal 398 • 19
.Garage/Carport
• O Pot Water Review fee 8 5 .
Decks c'�SD '" ,, 0 03i. 911/Rd Approach fee E.x l 4i n.
Commercial q 35 TOTAL 5 4k13. (9
Industrial _ `1 • Receipt# (e(e14 I
Other s;t.sr .— .c)L..p\,e,-e.L_ eZ Cash/Check# I03
Total Valuation: • _ �\\ Initials C5
��1t cV5�1 Date �Q/O�' / '
Or /
Estimated Cost: ÷ — ' 06"1-51,1b ' :1"9l3-
If within 200' of the Shoreline, ,
Distance to Bank or Ordinary High Water Mark 7s ID 84NK ft.Bank Height f/ 1-76" ft
By signing the application form,the applicant/owner attests that the information provided herein is true and correct to the best of their knowledge. Any material falsehood or any
omission of a material fact made by the applicant/owner 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 attomey'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 Jeffers n County and it's employees,representatives or agents for the purpose of application review and any required later inspections.
Access and right of entry to the applicant's property st mre all be requested and shall occur during regular business hours.
Signature: Date: M/Z-T(o4
OVER ►
H:HOME\PLNCNTR\INFOBLDG\ ORMS\BLDpermitApplication 11-8-01
�eON JEFFSON COUNTY ( rEm1
DEPARTMENT OF COMMUNITY DEVELOPMENT '
4.1110:+ 621 Sheridan Street • Port Townsend •Washington 98368 L JUN 2 9 20:
N�3� 360/379-4450 . 800/831-2678 . 360/379-4451 Fax
BUILDING PERMIT SUPPLEMENTAL--
CONTACT INFORMATION
Fi l I in the following blanks as completely as possible:
Project Description: APOParEO C vni,.171Z,//e77o/V OF . 4 4,OOD ,e J"/Ot.C/G6
.
9 Digit Parcel Identification Number (from your tax statement):
it)►323c0a
Site Address Add eUi2D si PDi v, rE_I E/1SoN Coves y
911#: 395— Road Name: O4p Zip Code: £ g 363
Legal Description 3.23 00 2. Tow N 11 I P g I Al AA'K,t C'ov. 4o7
Subdivision Name: 1 WESt/ SEC 32 NE ,SW Vit Block: Lot(s): 02 T,j
Parcel Size(acres or square footage):
11(9
Property Owner: Dooc H0N T .I- t R.E(: S`TA Al LE Phone:
Y 2o6 - 3aS - 1073
Mailing Address: tZ
2331 FAI401tu,I AvE CAS t'
ca477ZE t Ai . 81 oL
Applicant/Occupant: Phone:
(if different from owner) ( SAME)
Mailing Address:
Authorized Rep: TIC Ikc.AL`\ 5\-\ Phone: .k0 31
q ifS
Mailing Address: Po sX
r� �+w nSeeJ i.%g
General Contractor:
Or Manufactured Home Installer: Phone:
Mailing Address:
Contractor's State License Number: Expiration Date:
Architect:/Engineer: us re No a.rkwwee r •LZC. Phone: 3ay-��73
Mailing Address:
02339) 'V-.4iZVI ell AVE C—Asy- #n/
SEvrrze, WA- 9 S/02-
H:HOME\PLNCNTR\INFOBLDG\FORMS\BLDpermitApplication 11-8-01
*BUILDING PERMIT APPLICON MRLA04r00 Type:
I
Jefferson County Department of Community Development
621 Sheridan Street Port Townsend, WA 98368
PERMIT #: BLD04-00430 Received Date: 6/29/2004
SITE ADDRESS: 345 MCCURDY POINT RD
PORT TOWNSEND, 98368
OWNER: DBH1 LLC PHONE: (206) 325-1073
DOUG HUNT& DEREK STANLEY
2331-I FAIRVIEW AVE E
SEATTLE WA 98102
SUBDIVISION: Block: Lot:
PARCEL NUMBER: 101323002 Section: 32 Township: 31 N Range: 01 W
CONTRACTOR: OWNER/BUILDER PHONE:
REPRESENTATIVE: TERRY MCHUGH PHONE: (360) 385-1973
P 0 BOX 441
PORT TOWNSEND WA 98368
PROJECT DESCRIPTION NEW SFR W/DECK 8a)6
G
ALSO UG PROPANE TANK / / § D
TYPE OF WORK RES SQUARE FOOTAGE:
TYPE OF IMP NEW MAIN: 3,186
VALUATION 489,330.00 ADD'L: 417 HEAT TYPE: EEE
CODE EDITION: 1997 HEAT BASE: 322 HEAT TYPE: HTP
OCCUPANCY: R-3 UNHEATED: #OF STORIES:
OCCUPANCY: OTHER:
CONST TYPE: 5N GARAGE: SHORELINE:
CONST TYPE: DECK: 850 SETBACK: 75
BANK HEIGHT: 75
SEWAGE DISPOSAL: CON
WATER SYSTEM: PWELL PARCEL TAGS: YES NO
BEDROOMS: BATHROOMS: STORMWATER: YES NO AREA
Exist: Exist: Wetland Erosion
Prop: 5 Prop: 5 Seismic Streams
Total: 5 Total: 5 Flood Way Floodplain
Routing Date: /� F&W Landslide
(��/Q4 Shoreline Aquifer
Forest: Commercial Rural
Type Amount Paid By: Date: Receipt: A PPRORa P r
Permit $3,233.75 KAS 06/29/04 66421
Plan Check $2,101.94 KAS 06/29/04 66421 OCT - 8 2004 ,
State Building Code $4.50 KAS 06/29/04 66421
Potable Water Application $52.00 KAS 06/29/04 66421 Jefferson& Building County rtm ;;t
& Department
Total: $5,392.19 CPLUArn-20me-Q-a-C--
ilc
I
r
r�
1 3 SUMP
1 C3 CATC H
BAS IN
/
DISPERSION 71'
C3 TRENCH
TYPE 1 /
/
6 ROCK
C2 APRON
90' TO TOP OF BANK
AMEL SOIL
IN �C
LANDSCAPE AREAS,
SEE)NOTES
I
0-1
1
150'r"TO TOP OF BANK
o s»
4'
\�
SILT
/ FENCE
°
CZ
GRADE -SAND SETPAV
y
TO
INTOE� SURROUNS DING
VEGETATION. (TYP)
co
'A
LANDSCAPE PUMF VAULT r
O,
S,E�PTIC TANK
y
� o
Q
_ �
A 'E' \_
o �� C3 ND.JWIRE
FENCE
A ,PA AIN�
rn
{J
�Jr
'PROVIDE 'LX4'WX1'D IP
1�RL. FILL WITH DKBLE
WASHED DRAt R06 TOE
K SURFACEWALS . W TERPR�OF
�� \\ ENETRATIONROUT I
S ONNECT TO
XISTING PIPE `; '
ROVIDE 3'LX3'WX1.5'D
CIP WELL. (FILL WITH 5 ST� \ER
DOUBLE WASHED DRAIN 'PLAN ER
ROCK TO SI,JRFACE. �,'
WATERPROOF F WALLS AND TIl'PE
o� GROUT P,ENETRA Op
DISPERSION
\ GRADE AREA AWAY FROM
$ BU�LDrNG'AND INTO
SURROUNDINGS GETATIO
s )
/
6
87 I C3 TYP.
PROVIDE 4
TUB TO
VERFLOW / t
�
:.
$ c
STORMWATER
CONNE TO COY
`+2 PLANTER
EFI \ IP \ / r~ TYPTYPE
1
G3 TRENCH
TYPE 2 ,
/
rY� SUMP
�313ASINCATCH �
GRADE DRIVEWAY AND
PARKING AREAS TO
DISPERSE RUNOFF INTO /
SURROUNDING / / •CL
o VEGETATION
t r5-'-� GRAVEL
DISPERSION
_ Ci3 STRIP
rAo
t � /
I / /
/
/
1 /
I /
I / /
J /
N
SITE PLAN
SCALE:1 "=20' /
I / / TOPOGRAPHIC INFORMATION WITHIN
CLEARLING LIMITS BASED ON CLARK LAND
OFFICE SURVEY DATED 05/06/K
/ TOPOGRAPHIC INFORMATION ,OUTSIDE OF
CLEARLING LIMITS BASED ON PUGET
SOUND LIDAR CONSORTIUM LIDAR AERIAL
SURVEY
�i
/ c
CCLL�+� I
/ V 11NTFR(;FPTn-F(
/ 7 CHECK DA
Gk f%A
BALANCED
GOVERNMENT
MEANDER LINE
PER VOL. 17 OF
SURVEYS, PG.
F9;
/ LEGEND
APPROVED
S88.36'37"E STORMWATER PLAN
S88'36'37"E 46.99'
124.46 -�
��741
DFP lEFFERSO UNT
�� \\ lk/ , SIG'' TUR I Y EVF.1. P EN'I
�'�' BALANCED 4
GOVERNMENT 'R
MEANDER LINE UC -9
Q)PER VOL. 17 I \\\ OF
SURVEYS, PG./6z,
17
cq
co
773.17'
_ (S88°2�07"E/
314.23' 762.91 '
N
SITE _PLAN
SCALE. 1 =200
I
— — — EXISTING MAJOR CONTOUR
C'
EXISTING MINOR CONTOUR
PROPERTY LINE
sD- EXISTING STORM DRAIN
TAX PARCEL DATA
—12"SD PROPOSED STORM DRAIN
— — — — PROPOSED ROOF TAX PARCEL NUMBER: 101-323-002
— — — — — — — PROPOSED MAJOR CONTOUR (FROM ARCH)
PROPOSED MINOR CONTOUR (FROM ARCH) LEGAL DESCRIPTION: GOVERNMENT LOT 2, SECTION 32, TOWNSHIP 31
SAND SET PAVERS NORTH, RANGE 1 WEST, W.M., JEFFERSON COUNTY, WASHINGTON AS
SHOWN ON SURVEY RECORDED IN VOLUME 17 OF SURVEYS, PAGE 65,
HARDSCAPING/IMPERVIOUS RECORDS OF JEFFERSON COUNTY, WASHINGTON, EXCEPT THE COUTH
-or, nt"s, • WATER FEATURE 546.90 FEET THEREOF.
PROJECT
LOCATION
PROPOSED LANDUSE
ACTUAL
DESIGN
TYPE
AREA(SF)
ACRES
DOE
CREDIT
IMPERVIOUS
AREA (SF)
ACRES
PERVIOUS
AREA (SF)
ACRES
DRIVEWAY
1249
0.03
0%
1249
0.03
0
0
SAND SET
PAVERS
1391
0.03
50%
695.5
0.02
695.5
0.02
CONCRETE SET
PAVER
1022
0.20
0%
1022
0.02
0
0
ROOF
6435
0.15
50%
3217.5
0.07
3217.5
0.07
POOL
1053
0.02
0%
1053
0.02
0
0
LANDSCAPING
13272
0T=0.61
13272
0.30
TOTAL
24422
��0.30
0.56
7237
7
17185
0.39
EXPIRES DEC 22, 2008
ACREAGE: 21.55 ACRES
STRAIT OF JUAN DE FUCA
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JEFFERSON COUNTY, WASHINGTON
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3
DRAINAGE PLAN
McCURDY POINT RESIDENCE
345 McCURDY POINT RD, PORT TOWNSEND
DATE 04/04/07
BRO"E
DOUG HUNT
DESIGNED AEW
C1
ENGINEERING, INC
DBH1 LLC.
DRAWN AEW
197 Parfitt Way SW, Suite 200
2331-1 FAIRVIEW AVE, E SLIP 1
CHECK
Bainbridge Island, WA 98110
SEATTLE , WA 98102
1 OF 3
T (206)842-0605 F (206)760.9322
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