HomeMy WebLinkAboutBLD2008-00039 BUILDING PERMIT APPLICA N MLA08-00035
Review Type: I
Jefferson County Department of Community Development
621 Sheridan Street Port Townsend, WA 98368
PERMIT #: BLD08-00039 Received Date: 1/31/2008
SITE ADDRESS: 270 HARRINGTON DR
QUILCENE, 98376
OWNER: TOM N EASTGARD PHONE: 206-780-5067
REBECCA L EASTGARD
3967 EL CIMO LN NE
BAINBRIDGE ISLAND WA 981104049
SUBDIVISION: Block: Lot: TX 17
PARCEL NUMBER: 601343013 Section: 34 Township: 26 N Range: 01 W
CONTRACTOR: WALTENBAUGH CONSTRUCTION CO PHONE: (360)385-6105
32 KALA SQUARE PLACE
PORT TOWNSEND WA 98368
Contractor's License WALTECCO'2BA Expires 1/2/2010
REPRESENTATIVE: PHONE:
PROJECT DESCRIPTION REPLACE EXISTING GAR W/ NEW GAR - NO HEAT - NO PLUMB
TYPE OF WORK GAR SQUARE FOOTAGE:
TYPE OF IMP NEW
VALUATION 64,575.00 MAIN:
CODE EDITION: 2006 ADD'L: HEAT TYPE:
OCCUPANCY: HEAT BASE: HEAT TYPE:
OCCUPANCY: UNHEATED: #OF STORIES:
CONST TYPE: OTHER:
GARAGE: 864 SHORELINE:
CONST TYPE: SETBACK:
DECK:
BANK HEIGHT:
SEWAGE DISPOSAL: ALT
WATER SYSTEM:
BEDROOMS: BATHROOMS:
Exist: Exist:
Prop: 0 Prop: 0
Total: 0 Total: 0
Routing Date: f i I( O
r
Type Amount Paid By: Date: Receipt: Approved/Date
Total: APPROVED
MAR I q 2008
Jefferson County Planning
&Building Department
17-Jeffersorrity ::
Building Gwlsion
Permit Num er. BLD08-00039
BUILDING PERMIT INSPECTION APPROVALS a Applicant: EASTGARD
applicable Code: 2006 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
IErosion Control
Post Holes 111111111111111111111111
I Foundation Footing Intrei '- ,. -IFooting Drains111111111111111111111
a __ , ie ENcr
l g/1.
I Foundation Stem Wall i c f�lb''
OEM
I Underground Plumbing 111111111111111111111
I Straps(hold downs) 11111111111111111111111
IExt. Shear Wall Nailing q 4/ De
Af Rough-in Plumbing
111111111111111111111
Framing 11111111111111111111 _
Blocking 1111111111111111111111
IInsulation:Walls
/D 8 a IMMIll -.'-I Insulation:Floors —
IIIIIIIIIIIIIIII
Insulation: Ceiling 1111111111111111111111 —
Wallboard Nailing IIIIIIMIIIIIIIII —
I Drywell/Alt Drainage —
IIIIIIIINIIIIIIIII
Address Posted 11111111111111111111111 —
AR SENi. 11/8/8 off( —
FINAL INSPECTION -
IIIIINIMIIII
FINAL INSPECTION MUST BE APPROVED PRIOR TO BUILDING BEING OCCUPIED
THIS PERMIT IS VALID FOR ONE YEAR
•
CONDITIONS for Building Permit# :BLD08-00039
1.) PRIOR TO FINAL BUILDING APPROVAL, A HOLD HARMLESS INDEMNIFICATION
j)COV NE RDIO
• � OANTR FOR THESHALL BF URPOSESIGNED OFAND INDEMNIFYING
EDW THETH COUNTYTHE AGAINSTJEFFERSN ALLCLOSE
LITY FOR
PROXIMITY BUILDINGTO AA RESIDENCELANDSLIDE, SEPTICHAZARD SYSTEMAREA. AND ROAD APPROACH
I
2.) PRIOR TO FINAL BUILDING OCCUPANCY, PROPONENT SHALL SUBMIT A WRITTEN
LETTER FROM ASPECT CONSULTING, WHO PREPARED THE GEOTECHNICAL
REPORT DATED JANUARY 17, 2007 AND ADDENDUM DATED FEBRUARY 6, 2008
STATING THAT THE STRUCTURE AND/OR FACILITIES HAVE BEEN CONSTRUCTED
IN CONFORMANCE WITH THE REQUIREMENTS OF THE "GEOTECHNICAL
REPORT." THE LETTER SHALL BE STAMPED BY THE LICENSED
GEOLOGIST/ENGINEER.
3.) PRIOR TO FINAL BUILDING OCCUPANCY, PROPONENT SHALL SUBMIT A WRITTEN
LETTER FROM ASPECT CONSULTING STATING THAT THE STORMWATER
FACILITY HAS BEEN CONSTRUCTED IN ACCORDANCE WITH THE REQUIREMENTS
OF THE "GEOTECHNICAL ENGINEERING REPORT" DATED JANUARY 17, 2007 AS
SIGNED BY JOHN PETERSON OF ASPECT CONSULTING.
4.) PRIOR TO THE FIRST BUILDING INSPECTION AND PRIOR TO LAND DISTURBING
ACTIVITIES., INSTALLATION OF BMPS WILL NEED TO BE INSTALLED SUCH AS
SILT FENCES, STABILIZING CONSTRUCTION ENTRANCE, ETC. AND FIELD
VERIFIED BY HERBERT A. ARMSTRONG, PE OF ADA ENGINEERING BASED UPON
THE STORM DRAINAGE REPORT DATED MARCH 14, 2008. AN ORIGINAL
WET-STAMPED REPORT & LETTER CONFIRMING PROPER INSTALLATION OF
BMPS SHALL BE SUBMITTED TO THE DEPARTMENT BY THE ENGINEER.
5.) ONLY THE AREAS NECESSARY FOR CONSTRUCTION SHOULD BE STRIPPED OF
VEGETATION, HOWEVER, TREES WHICH PRESENT A DANGER TO THE
STRUCTURE SHOULD BE REMOVED.
6.) SURFACE WATER SHOULD NOT BE ALLOWED TO FLOW ACROSS THE SITE OVER
UNPROTECTED SURFACES. ALL RUNOFF WATER SHOULD BE TIGHTLINED AWAY
FROM THE SLOPES TO AN APPROPRIATE STORMWATER COLLECTION FACILITY.
UNDER NO CIRCUMSTANCES SHOULD SURFACE WATER BE ALLOWED TO FLOW
OVER THE TOP OF THE SLOPES.
7.) ALL STORMWATER FROM IMPERMEABLE SURFACES, INCLUDING DRIVEWAYS
AND ROOFS, SHOULD BE TIGHTLINED TO A SUITEABLE STORMWATER
COLLECTION SYSTEM.
8.) SILT FENCES SHOULD BE PLACED AND MAINTAINED AROUND THE DOWNSLOPE
SIDES OF ANY PROPOSED EXCAVATIONS THAT WILL BE EXPOSED TO THE
WEATHER.
9.) SOILS THAT ARE TO BE REUSED AROUND THE SITE SHOULD BE STORED IN
SUCH A MANNER AS TO REDUCE EROSION FROM THE STOCKPILE. SUITEABLE
PROTECTIVE MEASURES FOR THE SMALL AMONT OF EXCAVATED SOIL AT THE
SITE WOULD BE COVERING THE STOCKPILES WITH PLASTIC SHEETING.
10.) AREAS STRIPPED OF NATURAL VEGETATION DURING C:ONSTRUCTION SHOULD
BE REPLANTED AS SOON AS POSSIBLE OR OTHERWISE PROTECTED.
11.) PROVISIONS OF THE JEFFERSON COUNTY GRADING, DRAINAGE, EROSION, AND
SEDIMENTATION CONTROL STANDARDS SHOULD BE USED ON THE SITE.
12.) THE CONTRACTOR(S) SHALL COMPLY WITH ALL OF SECTION 3 OF THE
GEOTECHNICAL REPORT DATED JANUARY 17, 2007 AS PREPARED BY ASPECT
CONSULTING. (COPY ATTACHED TO BULDING PERMIT).
• •
13.) ANY PORTION OF TRANSPORT LINE UNDER A DRIVEN WAY IS TO BE
SLEEVED/CASED OR EQUIVALENT.
14.) A MINIMUM OF 5' MUST BE MAINTAINED BETWEEN BUILDING FOUNDATION AND
EDGE OF SEPTIC TANK AND/OR PUMP CHAMBER, VERIFIED ON SEPTIC RECORD
DRAWING.
15.) 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.
16.) VOLUNTARY MEASURES OF COASTAL &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•:oilets, 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 conservaticn measures.
17.) VOLUNTARY MEASURES OF COASTAL &AT RISK SIPZ:
1. Installation of a flow meter.
2. On-going well monitoring for chloride concentration.
3. Submittal of monitoring data to County.
18.) 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.
19.) The property owner shall comply with Water Conservation Measures (per list maintained
by the UDC Administrator).
20.) A vegetative buffer of 15-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.
21.) A Geotechnical Reportdated January 17, 2008 and an addendum dated February 6, 2008
prepared by Aspect Consulting was submitted in conjunction with this application. The
report addressed the stability of the geologic hazard area. A setback of 15-feet shall be
measured perpendicularly from the top or toe of the geologic hazard to the proposed
garage.
1
22.) Landslide Hazard Areas and thei•ociated buffers shall remain naturally vested.
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.
23.) 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."
24.) All construction activities shall not encroach upon the landslide hazared area buffer. This
includes the storage or preparation of materials.
25.) 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.
26.) 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.
27.) The applicant shall fully adhere to all conditions and requirements of the eagle habitat
management plan as signed by WDFW on June 14, 2007 and applicant on June 28,
2007.
28.) 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.
29.) Outdoor residential storage shall be maintained in an orderly manner and shall create no
fire, safety, health or sanitary hazard.
30.) 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.
31.) Maximum lot coverage is not to exceed 25%. Lot coverage is defined as amount of
impervious surface which includes roof tops, driveways, concrete, etc.
32.) 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.
33.) 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.
34.) The building height is not to exceed 35 feet.
35.) Minimum setback from Harringtol-ive right-of-way shall be 20 feet. Minimu.de yard
setbacks shall be 5 feet. Minimum setback from the toe of the bank shall be 15 feet. If
an ESA is present then the more stricter setback(s) shall apply.
36.) THE INTEGRITY OF THE FOUNDATION AND RETAINING WALL DEPENDS ON
PROPER SITE PREPARTION AND CONSTRUCTION PROCEDURES. ENGINEERING
DECISIONS MAY HAVE TO BE MADE IN THE FIELD IN THE EVENT THAT
VARIATIONS IN SUBSURFACE CONDITIONS BECOME APPARENT.
ONCE CONSTRUCTION OF THE FOUNDATION IS COMPLETED, JOHN L.
PETERSON, PE WILL NEED TO PROIVDE AN INSPECTION CERTIFICATE TO
JEFFERSON COUNTY BUILDING DEPARTMENT CERTIFYING THAT SITE
PREPARTATION AND FOUNDTION HAVE BEEN CONSTRUCTED AS SPECIFIED
AND TO HIS SATISFACTION.
Jan 31 08 02: 27p Tom Eastgard 206-780-5067 p. 1
(rjk ti_ 21 DEPART NT OF COMMUNITY DEVELOPMENT
`1 621 S i Street•Port Townsend•Washington 98368 •
�,.�+•�� 360f379-4450• 360/379-4451 Fax
4.,E - w.
' wwco,)efterson.wa.usrcommdevelopment
S if/NGl•
Master Permit Application MLA: 0� d
Projteaalption(include separate is as neuvasary).
T2JOL-s-e Josti 9,,,-acv.. I.0 i,i-1-, �..,w m Ito1..101
Paroei P Ry flu i lV )'
Number: Size
(acres/square feet)
Site Address end/or Directions to ely: d c
Property Owner(*)of Record:
1 cord: s yv-I-t (iQ 1 w
Telephone 00(' -r D Fax. ;
Maihng Address _s 9 40-3 U L-N h ----, ennad
AppticanUAgent(if different from owner): , (0 n
Telephone:3(�l5~ � - I Fax. /�.'-�+���- p� WA-
- �i: �H D 5 k
Mailing Address:c 2 f.QQ-Cit, ? 1[-e.e. 4 r """ ""���"'CCC��
hat kind of Permit?(Check each box applies —
WI.JBuildulg U Variance(Minor,Major or Reasonable Economic Use)
❑ Demolition Permit 0 Conditional Use[C(a).C(d),or CI"
0 Single Family ( Garage Attached l� fi Discretionary'D"or Unnamed Use Classification
LI Manufactured Home 0 Modular 0 Special Use(Essential Public Facilities)"
0 Commercial• 0 Boundary tine Adjustment
o Change of Use fl Short Plat
'-
Li Address ❑Road Approach 0 Binding Site Pion"
O Home Business ❑Cottagelndustry U Long Plat"
r I Propane Cl Planned Rural Residential Development(PRRRD)/Amendments"
n Sign U Plat Vacatior/Alteration"
0 Allowed'Yes'Use Consistency Analysis i i Shoreline Master Program Exemption/Permit Revisions"
U Slorrnwater Management 0 Shoreline Management Substantial Development"
o Site Plan Approval Advance Determination(SPAAD)' 0 Shoreline Management Variance
{ 0 Temporary Use n Comprehensive Plan/UDC/Land Use District Malt Amendment
I.1 Wireless Telecommunication' 0 Jefferson County Shoreline Master Program Amendment
I-I Forest Practices Act/Release of Six-Year Moratorium ❑Tree Veegetaion Request
{ -May require a Pre-A hereon Conarrence _Requires a PrIa:Naplicerion Coeit eenc,
Please Identify any outer local,state or federal permits required for this proposal,If known;
DESIGNATION OF AGENT
I hereby designate to my agent in matters relating to this a oration for permN(s).
Owra:r<SrG1 ATt1RE b
'_ Date i' ,l �a
Ely signing this appticati arm.tie owns agent attests that ntomiation provided herein.are,n any ants, true and correct to the best of
his,her of ill knowledge. Any material fa or any on ors meterhe fed made by the owner/agent with reaped to Si,application packet
may resod in this permit being nun and void
1 further agree to seen.indemnify and hold harmless Jefferson County against at liabilities,Judgments.court costs.reasonable attorneys leas and
e rpenses whirl's may in any way accrue against Jefferson County at a result of or In conasquenca of the granting of this permit
I further agree to provide a and entry to Jeff County and its employees,representatives or agents for the sole purpose of application
review end any rogue ter mspe Starts ace's lit of eery wilt be easumad unless the'pptiaent Imo the my in wafting at the
time of the apple that he or he s prior o(ke I
Signature (/�1� Dole: '.7 of r
The Cehon or actions Appllcent will undartaka otibe issuance of this permit may negatively impact ulon eke or more threatened er
endangered species and could lead to a p "take of an endangeree species as these terms are defined;n tip Worst taw known as the
'Endangered Specie,Ad'm-ESA'Jefferson County makes no assurances to the applicant that Me actions tilt will be undertaken because ells
permit has been Issued I violate the ny w,dwidual,, oup or agency can file a lawsuit on behalf of an endangered
action(s)even if na- species s Individual
your
ymu In cumtplien t Joffe .�• ,,menu code.The Appfioor,t eetunovrtadgee that i',alb�it holds Indivlduel
and non•tnrrrsie reaper's ' ad g to - •with the ESA. The Applicant has reed this dialog ands ns dales 1t below.
Signature _ Attii:/ Dab:
,\Ik,n,m,n,,an,1S.,.,,nq•\C1,nl\I,,,,1 .nnypl.un ereylnnrmc,I.ik,\!)I.K&,\MlrrcrrcnMtApplic.iwn12II.2Int.d,k
r —
►AN 31 2008 _,,
J
2008-01-3114:36 206 780 5067 Page 1
• •
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 M NUF CTURE OME NSTALLER: PHONE: FAX:
k) oubtin -L6U, 3S-5-1,0 lb (163 -X-)87
MAILING ADDRESS: airdijSVA_B—A4.— QL-1 EMAIL. 4.. D 6 a US , KO
CONTRACTOR'S LICENSE �� WAINS t
NUMBER: f( I Q--6 - NUMBER
ARCHITECT/ENGINEER: '�t''��ll��/// PHONE ( ) FAX:( )
MAILING ADDRESS: EMAIL
Project Type: Frame Type: Bathrooms: N If, Shoreline: Type of Sewage Disposal:
New /.Wood Existing: ❑ Sewer
❑ Addition ❑ Steel Proposed: Bank ❑ Community System
Alteration/Remodel ❑ Concrete Total: Height: ❑ Individual System
❑ Repair ❑ Masonry SEP Permit#
❑ Demolition ❑ Other: Bedrooms: Water Supply:
Existing: Setback: ❑ Private well ❑ Two Party
Type of Heat: Proposed: ❑ Public
Total: Name of System:
If this is a Commercial Protect you must answer the following: N
Number of Parking Spaces: Current: Proposed: I Number of ADA Parking Spaces:
Number of occupants(includes owners,tenants,employees,etc) Current Proposed
IBC Occupancy: IBC Type of construction: Will you have Food Service? Yes / No
If this is a Propane Tank and/or Appliance Installation permit,mark all items below that apply:0 IN
❑Underground Tank °Above ground Tank Size of Propane Tank:
❑Heat Stove ❑Cook Stove 0 Woodstove 0 Fireplace Insert 0 Hot Water Tank 0 Pellet Stove ❑Other
Is this appliance being installed in a Manufactured/Mobile Home? Yes / No 0 pc
When applying for a permit to install a propane tank you must also submit a site an showing all of the buildings,all property
lines,tank location and size,distances from the propane tank to all property lines,buildings and septic system components,
including the reserve area.
Square Footage Current Proposed For Office Use Only Amount Revision
Main Floor Heated EH Bld App Review. 9 0
2na Floor Heated Consistency Review: 1 _..)
rl
Other Heated Base fee: �d��I j
Mezzanine Additional Section: —
Heated Basement Plan Check fee: 24 C1° 1
�
Unheated Basement State Surcharge fee: 1 C
Other Unheated Pot Water Review fee: rV A
Garage/Carport /Q ll SUBTOTAL I A/ q 41.
� I l / ,.
_
Decks 911/Rd Approach fee: T `(�
L. xt5A-1(-t5 '
Other TOTAL: $
Receipt Number: at 1 O (
Cash/Check Number: 1 'Intl
ESTIMATED C EQUIRED) pate: 131105?
Fair market ue f ll 1 r and materials foundation to fi ish
j 4 i 5—"k6 i & In jtials:-_
--__--__..--__ elo
J A N 3 1 2008
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• •
STORM DRAINAGE REPORT
Collection and Mitigation of Runoff flowing from Gravel Driveway and Rooftop
RECONSTRUCTION OF GARAGE AND HOUSE DESTROYED BY MUDSLIDE
270 Harrington Drive
Quilcene,WA
Applicant:
Tom Eastgard
3967 El Cimo Lane NE RECEIVED
Bainbridge Island, WA 98110
JEFFERSON COUNTY BCD
March 12, 2008
-C ' - AR, ,
0 f — 0 L, I �F viAstiti, 'T 3
"`
8 z 4 �
o ��rstb� .
sioNAL
Prepared By: ----,-1 �� �"�"�
EXPIRES of REST'[-_ _._..�----'
ADA ENGINEERING 3 i 41 -Oej
P.O. BOX 847
Poulsbo, WA 98370
Phone: 360-779-6633 APPROVED
Bainbridge Is. Phone: 206-842-6123
STORMWATER PLAN
MAR 1 9 2008
• •JEFF 101,JN:TY
OFR.OF �f' ' :vi iop FNT
su;NAru; /. ��'
41iiiv
i 4
• •
TABLE OF CONTENTS
Stormwater Calculation Worksheet 1-3
Storm Drainage Report 4-5
BMP T 5.12 Sheet Flow Dispersion 6-7
Post Storm Geo Technical Update Addendum 8-9
2r1 f
�:i ii: 11 43
iii FE ON COUNTY DCD
• • -
QN %d JEFFERSON COUNTY
j 0A DEPARTMENT OF COMMUNITY DEVELOPMENT RECEIVED
621 Sheridan Street•Port Townsend•Washington 98368 ' 1 t
360/379-4450 .360/379-4451 Fax . :,,
http://www.co.Jefferson.wa.us/commdl�velopment/
if [eElf'fliN COUNTY HO
Stormwater Calculation Worksheet
# PRAJECT/APPLJCANT NAME:
DETERMINING STORMWATER MANAGEMENT REQUIREMENTS:This stormwater calculation worksheet should be completed first
to classify the proposal as"small,"'medium,'or large.' The size determines whether a Stormwater Site Plan is required in conjunction
with a stand-alone stormwater management permit application, building permit application, or other land use approval application that
involves stormwater review. The basic information will also be helpful for completing a Stormwater Site Plan,if required.
PARCEL SIZE ME.,SITE)
Size of parcel I '2 t( acres An acre contains 43,560 square feet. Multiply the acreage by this figure.
Size of parcel in square feet T 3 .�
Land-disturbing activity is any activity that results in movement of earth, or a change in the existing soil cover(both vegetative and
non-vegetative)and/or the existing soil topography. Land disturbing activities include, but are not limited to clearing, grading, filling,
excavation,and compaction associated with stabilization of structures and road construction.
Native vegetation is vegetation comprised on plant species,other than noxious weeds,that are indigenous to the coastal region of the
Pacific Northwest and which reasonably could have been expected to naturally occur on the site. Examples include species such as
Douglas fir,western hemlock,western red cedar,alder,big-leaf maple,and vine maple;shrubs such as willow,elderberry,salmonbeny,
and salal;herbaceous plants such as sword fern,foam flower,and fireweed.
LAND DISTURBING ACTIVITY,CONVERSION OF NATIVE VEGETATION,AND VOLUME OF CUT/FILL
Calculate the total area to be cleared,graded,filled, Answer the following two questions related to
excavated,and/or compacted for proposed development conversion of native vegetation:
project. Include in this calculation the area to be cleared for.
Construction site for structures Does the project convert%acres or more of
sq/ft native vegetation to lawn or landscaped areas?
Drainfield,septic tank,etc. sq/ft Circle: Yes No
Well,utilities,etc. sq/ft Does the project convert 2 1.i acres or more of
native vegetation to pasture?
Driveway,parking,etc. sq/ft
Lawn, to Circle: Yes No
landscap g,etc. sq/ft 1
Other compacted surface,etc. sq/ft Indicate Total Volumes of Proposed:
Total Land Disturbance sq/ft Cut Fill (cu/yd)
•
[over] 1�r C i, "vV+.---rr —a-1 L =z�:k� i2.) c37 p—� .�=-
iJ�e.:. . S/ 2-(:)�' -7.
stownwater calc worksheet—REV.10/12003
1
• •
Impervious surface is a hard surface that either prevents or retards the entry of water into the soil mantle as under natural conditions
prior to development A hard surface area which causes water to run off the surface in greater quantities or at an increased rate of flow
from the flow present under natural conditions prior to development. Common impervious surfaces include, but are not limited to roof
tops, walkways, patios, driveways, parking lots or storage areas, concrete or asphalt paving, gravel roads, packed earthen materials,
and oiled,macadam or other surfaces which similarly impede the natural infiltration of stormwater.
STORMWATER CALULATIONS—IMPERVIOUS SURFACE
NEW IXCISTING
Structures(all roof area) 2_ 5 sq/ft Structures(all roof area) O -/ i--(%keig, sq/ft
Sidewalks sq/ft Sidewalks sq/ft
Patios sq/ft Patios sq/ft
Solid Decks sq/ft Solid Decks
(without infiltration below) (without infiltration below)
Driveway sq/ft Driveway f ? '5L''
sclift
Other sq/ft Other sclift
Total New "a—'£iz' sq/ft Total Existing f G( G' sq/ft
TOTAL NEW+TOTAL EXISTING* ri .7 Li sq/ft This amount will be used to check total lot coverage.
The following questions will help determine whether the proposed project is considered development or redevelopment.
DEVELOPMENT v.REDEVELOPMENT
.„:„...„. .. Mde the total existina impervious surface above by the size of the parcel and convert to a percentage: ".. `f. %
Does the site have 35%or more of existing impervious surface? Circle: Yes No '
FURTHER INSTRUCTIONS: If the answer is yes,the proposal is considered redevelopment and the attached Figure 2 should be
used to determine the applicable Minimum Requirements. If the answer is no, the proposal is considered new development and the
attached Figure 1 should be used. At this juncture,the applicant should refer to the applicable Flow Chart to determine the Minimum
Requirements for stormwater management. DCD staff will help verify the classification of the project and the application requirements.
For proponents of `small" projects who must comply only with Minimum Requirement..#2—Construction Stormwater Pollution
Prevention—an additional submittal is not required. The proponent is responsible for employing the 12 Elements to control erosion Ind
prevent sediment and other pollutants from leaving the site during the construction phase of the project. Pick up the Construction
Stormwater Pollution Prevention (SWPP)Best Management Practices (BMPs) Packet. Proponents of"medium"projects—those
that must meet only Minimum Requirements #1 through #5—and for "large" projects—those that must meet all 10 Minimum
Requirements—are required to submit a Stormwater Site Plan. DCD has prepared a submittal template of a Stormwater Site Plan,
principally for rural residential projects. Complete the template in the Stormwater Site Plan Instructions and Submittal Template or
prepare a Stormwater Site Plan using the step-by-step guidance in the Stormwater Management Manual.
APPLICANT SIGNATURE
—i ,T t -�TR—'1 (��`'
By signing the Stormwater Calculation Worksheet, I as the applcant/Wm-el ttia(t the information provided herein is true and
correct to the best of my knowledge. I also certify that this application is being made with the full knowledge and consent of all
owners of the affected property.
LANDOWNER OR AUTHORIZED
( REPRESENTATIVE Slt: ATURE) r n n n to I ci= Da (DATE)
stemmata(cak worksheet—REV.10J12003 2
v.
•GORE 2: REDEVELOPMEI'*
Do the new,replaced,or new plus replaced impervious surfaces total 2,000RJE1 C JIVE D
square feet or more?
OR MAR 1 4 2228
Does the land disturbing activity total 7,000 square feet or more? "
Yes No JL1 tERS4 COUNTY UCO
"MEDIUM"PROJECT "SMALL"PROJECT
Minimum Requirements#1 through#5 Apply Minimum Requirement#2,
apply to the new and replaced impervious Construction Stormwater Pollution
surfaces and the l d disturbed. I Prevention
Next Question
Does the project add 5,000 square feet or more of new impervious surfaces?
OR
Convert 3/acres or more of native vegetation to lawn or landscaped areas?
OR
Convert 2.5 acres or more of native vegetation to pasture?
Yes Next N�
v v
"LARGE"PROJECT Question
Is this a road-
Minimum Requirements#1 through#10 related project?
apply to the new impervious surfaces Yes
and the converted pervious surf
Does the project add 5,000 square feet or more of new impervious surfaces?
Yes No
V
Do new impervious surfaces add 50%or Is the total of the new plus replaced
more to the existing impervious surfaces impervious surfaces 5,000 square feet or
within the project limits? more,AND does the value of the
proposed improvements—including
No Yes interior improvements—exceed 50%of
v the assessed value(or replacement value)
No additional of the existing site improvements?
requirements --/
Yes ii No,; v
No additional
Minimum Requirements#1through#10 requirements
apply to the new and replaced
impervious surfaces.
•
-
Based on Fig.2.3 from 2001 Ecology Stormwater Management Manual for Western Washington
• •
SCOPE: This storm drainage report is prepared for the reconstruction of a single family
residence and garage that was destroyed on this site by a mudslide on December 3, 2007. The
new structures are located in the footprint of the original buildings and driveway.
LOCATION: The Project site is located on the West side of Hood Canal in Section 34,
Township 26 N, Range 1 West, W.M. Jefferson County, Washington. A topography and Survey
of the property was performed by ADA Engineering in January 2007, a copy is included with this
report, Sheet 1 of 2, Job No. 07S5765.
Pre-Reconstruction Conditions: The pre-reconstruction condition are shown on the above
referenced topography and survey.
Mud-Slide Damage: The mud slides occurred on December 3, 2007 during a major rainfall
event and these slides destroyed the garage and house and covered the driveway with
approximately 2 feet of slide debris (soil). The garage and house have been completely
demolished and removed from the property. A post storm geo-technical update addendum was
prepared by Aspect Consulting, dated February 6, 2008, and a copy of this addendum is attached
as part of this drainage report.
Description of Proposed Redevelopment: The proposed redevelopment is to construct a new
garage and house on the site in approximately the foot print of the structures that existed prior to
the slides. The proposed reconstruction is shown on the drainage plan Sheet 2 of 2, ADA Job
No.07S5765 included herewith as part of this report. The pre-slide drainage features: grass lined
ditches and catch basin and french drain infiltration system with 6" PVC drain pipe have been
restored to there original condition and/or improved.
Water Quality: Most of the storm water that is expected to be as runoff flows directly
from roof tops and need not be treated because its quality is sufficiently high for ground water
recharge. The storm water that flows from the driveway will be treated in the grass lined ditch
(bioswale) and or sheet flow disposal BMP 5.12, attached herewith.
Minimum Requirement for Redevelopment SWPP
1. Preparation of Stormwater Site Plans
Please see plan set Sheet 2-2, ADA Job No 08E6093
2. Construction Stormwater Pollution Preventtion
a. Mark Clearing Limits N/A clear by slide debris 3/12/07
b Establish Construction Entrance - Driveway is construction entrance.
c. Control Flow Rates: N/A
d. Install Sediment Controls
Silt Fencing (BMP C233), sheet flow and small slopes (-7%) shall prevent
sediment from exiting site. I]F C E EVE D
JEFFERSON COUNTY DCD
• •
e. Stabilize Soils
Straw cover and seeding
f. Protect Slopes
No steep slopes
g. Protect Drain Inlets
One existing C.B.
h. Stabilize Channels and Outlets N/A
i. Control Pollutants
No chemical storage, no de-watering waste
j. Control De-watering
No de watering is proposed
i. Maintain BMPs
All BMPs shall be inspected, maintained, and repaired as needed to assure
continued performance of their intended function
j. Manage the project
Phasing of construction shall be phased where feasible in order to prevent,
to the maximum extent practicable, the transport of sediment from the
development site during construction. Revegetation of exposed areas and
maintenance of that vegetation shall be an integral part of the clearing
activities for any phase.
3. Source Control of Pollution
a. BMP C233. Silt Fence
b. BMP C 120: Temporary and Permanent Seeding
No chemical Storage, no dewatering waste, no demolition, clearing limits
established by slide 3/12/07.
4. Preservation of Natural Drainage Systems and Outfalls.
The Pre-slide drainage systems have been re-established.
5. On-site Stormwater Management
Stormwater flowing from the proposed building roofs is to sent to utilize
infiltration through the existing french drain system.
111 ECEIVED
I ! *173
CHNIIBCD
5
4 RECEIVED
BMP T5.12 Sheet Flow Dispersion MAR 1 4 2r3
Purpose and Definition ��
Sheet flow dispersion is the simplest method of runoff co c$� 11 tb MP' DCD
can be used for any impervious or pervious surface that is graded so as to
avoid concentrating flows. Because flows are already dispersed as they
leave the surface, they need only traverse a narrow band of adjacent
vegetation for effective attenuation and treatment.
Applications and Limitations
Flat or moderately sloping (<15% slope) impervious surfaces such as
driveways, sport courts, patios, and roofs without gutters; sloping cleared
areas that are comprised of bare soil, non-native landscaping, lawn, and/or
pasture; or any situation where concentration of flows can be avoided.
Design Guidelines
• See Figure 5.5 for details for driveways.
• A 2-foot-wide transition zone to discourage channeling should be
provided between the edge of the driveway pavement and the
downslope vegetation, or under building eaves. This may be an
extension of subgrade material (crushed rock), modular pavement,
drain rock, or other material acceptable to the Local Plan Approval
Authority.
• A vegetated buffer width of 10 feet of vegetation must be provided for
up to 20 feet of width of paved or impervious surface. An additional 5
feet of width must be added for each addition 20 feet of width or
fraction thereof.
• A vegetated buffer width of 25 feet of vegetation must be provided for
up to 150 feet of contributing cleared area (i.e., bare soil, non-native
landscaping, lawn, and/or pasture). Slopes within the 25-foot
minimum flowpath through vegetation should be no steeper than 8
percent. If this criterion cannot be met due to site constraints, the 25-
foot flowpath length must be increased 1.5 feet for each percent
increase in slope above 8%.
• No erosion or flooding of downstream properties may result.
• Runoff discharge toward landslide hazard areas must be evaluated by a
geotechnical engineer or a qualified geologist. The discharge point
may not be placed on or above slopes greater than 20% or above
erosion hazard areas without evaluation by a geotechnical engineer or
qualified geologist and approval by the Local Plan Approval
Authority.
• For sites with septic systems, the discharge point must be
downgradient of the drainfield primary and reserve areas. This
requirement may be waived by the Local Plan Approval Authority if
site topography clearly prohibits flows from intersecting the drainfield.
February 2005 Volume V—Runoff Treatment BMPs 5-11
6.
• •
Flow Credits
• Where BMPT5.12 is used to disperse runoff into an undisturbed
native landscape area or an area that meets BMP T5.13, the
impervious area may be modeled as landscaped area. This is done in
the WWHM by entering the impervious area into the" landscaped
area" field.
r t I a .........
r r I I r Q ...
r I r I' s;ice?5!
r i I cI7 .: ::i
r r Locata dram I I ...........•._..
I ) 25'from ROW if I .................
700 sq it maX.between berms driveway slopes r I .................
►. toward street. I ,:, ,,::
;. ... ,::::::A::a,::.:::::::::..:::::::.:::::.:::::. ...,._...,.
...........
...........
BERM DETAIL _`I ,'r � : :':::::::
r --�►/ r
r 2S getated Diagonal berm , I
r flowpath withcipersion ' / a
/ / trench ,. 29
I
I / /
/ / r
PLAN
Driveway Dispersion Trench
Driveway Slope Varies and Slopes Toward Street
../ ,r .....::::
iiiiNiii�i
IL i:::::1E::
f J r Q iiiiiMii::;
r rRECEIVED a II I ...... ::::
1 I
VIAn
::::::::::Itili, :.:....:...:... „D iu: .........,::' " :,,,�,..................°:::::
r 4 1 2g ~
r 'a '�a r
j I .............:.f �d r
r
PLAN
Sheet Flow Dispersion from a Driveway
Flat to Moderately Sloping Driveways
Figure 5.5—Sheet Flow Dispersion for Driveways
5-12 Volume V—Runoff Treatment BMPs February 2005
--7
Is
• •
Aspectconsulting RECEIVED
IN-DEPTH PERSPECTIVE
February 6,2008
Michelle Farfan
Associate Planner,FHM Lead i tt i COUNTY DCD
Dept. of Community Development t , L r
621 Sheridan
Port Townsend WA 98368
Subject: Post Storm Geotechnical Update Addendum
270 Harrington Drive,Jefferson County Permit No. 07-385&07-404
Jefferson County, Washington
Project No. 060266-003-01
Reference: SUBSURFACE EXPLORATION AND GEOTECHNICAL ENGINEERING
REPORT, Eastgard Property, 270 Harrington Drive,Jefferson County,
Washington,dated January 17,2007,prepared by Aspect Consulting,LLC.
Dear Ms.Farfan:
In e-mails to Mr.Eastgard concerning the processing of his permits,you noted that an
addendum for the geotechnical study would be required due to the soil movement at 270
Harrington Drive during the massive rain event of early December,2007. Mr.Eastgard has
forwarded to us photographs of the slide debris and the slide initiation zone below his
neighbors' access road,and has provided additional verbal information to us about the
landslide.
Based on Mr.Eastgard's report and confirmed by the photographs,the slide was created by the
tremendous stormwater flows directed under the roadway via the culvert.The mechanism of
the slide appears to be over-slope erosion and fluvial transport action down the slope.The
eroded slope debris then came to rest against the back wall of the existing garage. While the
culvert concentrated the stormwater and initiated the landslide,the overall impact was
contained to a narrow zone immediately below the culvert and it did not engage a large lateral
section of the slope,which was still exposed to the direct heavy precipitation with little
downslope impact.
In our above-referenced report,we recommended that a debris wall be constructed on the
upslope side of the structures;that wall was incorporated into the design of the house.Aspect
Consulting now understands that the new garage will be constructed on the same location as
the existing garage. The new construction will incorporate a 6-foot high concrete wall on the
upslope side of the structure.This perimeter wall will function as a debris wall for protection
of the garage. While the potential for soils movement still exists above the garage for the
surface of the slope,the volume which has already moved now results in a slightly lower
potential for a new direct hit of the same type of volumes. Therefore the 6-foot high perimeter
wall built to the same loading criteria as provided for in the report would function satisfactorily
as protection in our opinion.
The designed debris wall for the new house will accommodate landslide action as observed in
this event with a suitable buffer for a larger soil mass.This general type of surficial
�
1791VladmneL neNrth $a idooe1sa'nt; 9* "rR ,:e7g" xl2 OG7543 wwwaspectcansWtmg
m
y 3 5~}��ax�.a �r� r ;� i t
Micas u x iaw�f]".5t tta art ad rldg Jsl+ rd. � - .
• 0
Department of Community Development
February 6,2008 Project No. 060266-003-01
precipitation-generated soil movement was the basis of the design.Aspect Consulting believes
that the design as presented is still suitable for the house construction,as this type and size of
event has been accommodated into the design for the slope stability at the site.
The eroded area below the neighbor's road should be repaired to maintain road stability and
minimized future long term erosion.The repair on the adjacent property should be done in
such a manner as to not increase the instability of the slope nor increase any hazard from the
outfall of the culvert while controlling erosion of the newly exposed surfaces.
If you have any questions,please do not hesitate to call me at(206)780-7720.
Sincerely,
Aspect consulting, LLC
,,.t4..a.,L.li rt
r.. Qt WASE1�•:
L
��-,: ,,�; b/o/frit,
ii , ,,,,.,.,,,,
o �crst
'o'SIONAL;G�.
.,_.
IEXPIRES 6/22/O 7 1
John L.Peterson,PE
Associate Geotechnical Engineer ��c y'
jpeterson@aspectconsulting.com 4 44 �/
cc: Tom Eastgard q 4 - .'
ARMOR COUNTY OCO
W:1 GEOTECH1060266 Eastgard Recon\UpdateAddendum Letter.doc
Page 2
q.
1 �
•
Aspectconsulting
` 'ebruary 6E2U6ICTIVE L u 0 7 e0U61
Michelle Farfan "!tt Jr�:
Associate Planner, FHM Lead t f��a �ldl,itly ll �
Dept. of Community Development
621 Sheridan
Port Townsend WA 98368
Subject: Post Storm Geotechnical Update Addendum Q 0)9-
270 Harrington Drive, Jefferson County Permit No. 07-385 & 07-404
Jefferson County, Washington e,JO '—s 77i7 Glq-Cg-5
Project No. 060266-003-01
Reference: SUBSURFACE EXPLORATION AND GEOTECHNICAL ENGINEERING
REPORT, Eastgard Property, 270 Harrington Drive, Jefferson County,
Washington, dated January 17, 2007,prepared by Aspect Consulting, LLC.
Dear Ms. Farfan:
In e-mails to Mr. Eastgard concerning the processing of his permits,you noted that an
addendum for the geotechnical study would he required due to the soil movement at 270
Harrington Drive during the massive rain event of early December, 2007. Mr. Eastgard has
forwarded to us photographs of the slide debris and the slide initiation zone below his
neighbors' access road, and has provided additional verbal information to us about the
landslide.
Based on Mr. Eastgard's report and confirmed by the photographs,the slide was created by the
tremendous stormwater flows directed under the roadway via the culvert. The mechanism of
the slide appears to be over-slope erosion and fluvial transport action down the slope. The
eroded slope debris then came to rest against the back wall of the existing garage. While the
culvert concentrated the stormwater and initiated the landslide, the overall impact was
contained to a narrow zone immediately below the culvert and it did not engage a large lateral
section of the slope, which was still exposed to the direct heavy precipitation with little
downslope impact.
In our above-referenced report, we recommended that a debris wall be constructed on the
upslope side of the structures; that wall was incorporated into the design of the house. Aspect
Consulting now understands that the new garage will be constructed on the same location as
the existing garage. The new construction will incorporate a 6-foot high concrete wall on the
upslope side of the structure. This perimeter wall will function as a debris wall for protection
of the garage. While the potential for soils movement still exists above the garage for the
surface of the slope,the volume which has already moved now results in a slightly lower
potential for a new direct hit of the same type of volumes. Therefore the 6-foot high perimeter
wall built to the same loading criteria as provided for in the report would function satisfactorily
as protection in our opinion.
The designed debris wall for the new house will accommodate landslide action as observed in
this event with a suitable buffer for a larger soil mass. This general type of surficial
179 Madrone Lane North Bainbridge Island,WA 98110 Tel:(206)780-9370 Fax:(206)780-9438 www.aspectconsulting.com
Offices in downtown Seattle and Bainbridge Island WA
• •
Department of Community Development
February 6, 2008 Project No. 060266-003-01
precipitation-generated soil movement was the basis of the design. Aspect Consulting believes
that the design as presented is still suitable for the house construction, as this type and size of
event has been accommodated into the design for the slope stability at the site.
The eroded area below the neighbor's road should be repaired to maintain road stability and
minimized future long term erosion.The repair on the adjacent property should be done in
such a manner as to not increase the instability of the slope nor increase any hazard from the
outfall of the culvert while controlling erosion of the newly exposed surfaces.
If you have any questions, please do not hesitate to call me at(206) 780-7720.
Sincerely,
Aspect consulting, LLC
S I ry1,
Al
issoz �.F /
sro �
NAL ..
EXPIRES 6/22/07
John L. Peterson,PE r.'1,',f;
Associate Geotechnical Engineer
jpeterson@aspectconsulting.com
cc: Tom Eastgard
W:\_GEOTECH\060266 Eastgard Recon\Update Addendum Letter doc
Page 2
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