HomeMy WebLinkAboutBLD2008-00199 Jefferson County Building Dion Permit Nur: BLD08-00199
Applicant: GALENO
BUILDING PERMIT INSPECTION APPROVALS 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 `�,2 Setback from the Northern property line noted on the approved site plan
71 J 1 45 J-' as "Approximate Line of Vegetation", shall be 135 feet. Setback from
the Eastern property line noted on the approved site plan as
"Approximate Line of Vegetation" shall be 55 feet. Setback from the
Western property line, noted on the approved site plan as "Approximate
Line of Vegetation", shall be 65 feet. Setback from the south property
line shall be 80 feet. All setbacks shall be measured from the t
point of the structural foundation to the property line. 0
Erosion Control BMP's outlined in engineered stormwater plan
Foundation Footing ln-,Ll-ou z flood elevation required for finished floor o /l
Footing Drains 4-'511 o t +-sr'T6 NIA ✓ti Z
Foundation Stem Wall to ��t IA
Under Floor Framing *? io
Straps(hold downs) QJ 1 iy
•
Ext. Shear Wall Nailing LZ !t)
Rough in Plumbing I ./E ic L..0N0, 2"rj�A. `I` /. 1wctw'iO ///SNV(
Framing V/16 /S W�"
Blocking 4/1 �/S
Airseal q/,q/i4
Insulation:Walls i' /�J`S
Insulation: Floors f
Insulation: Ceiling #4//sP' S P PAAJELS
Int. Shear Wall Nailing 005 l
Wallboard Nailing gi2eiI Is'
Gas Line: Interior 11) ZY
t-7)
Gas Line: Exterior 1
71
-r3 't
Propane Tank �J
Heat/Chimney Clearance 0 ,
Drywell/Alt Drainage 7 //14
Engineered Stormwater Plan.
Address Posted � `
3 (( 2/' \i(1\1\
FINAL INSPECTION /IQ
FINAL INSPECTION UST BE APPROVED PRIOR TO BUILDING BEING OCCUPIED
THIS PERMIT IS VALID FOR ONE YEAR _��_
lik
UILDING PERMIT APPLICAtN ML vy 227
Review T Type: I
Jefferson County Department of Community Development
621 Sheridan Street Port Townsend, WA 98368
PERMIT #: BLD08-00199 Received Date: 5/9/2008
SITE ADDRESS: 45 PLEASANT PL
BRINNON, 98320
OWNER: PAUL F GALENO PHONE: 253-804-6490
ERIN L GALENO
4515 47TH ST SE
AUBURN WA 980928453
SUBDIVISION: Block: Lot: TX11H
PARCEL NUMBER: 502142003 Section: 14 Township: 25 N Range: 02 W
CONTRACTOR: OWNER/BUILDER PHONE:
REPRESENTATIVE: ANN RAAB PHONE: 360-385-5614
606 ROOSEVELT
PORT TOWNSEND WA 98368
PROJECT DESCRIPTIOI' NSFR W/ DECKS, COVERED PATIO & A/G 100 GAL PROP TANK
TYPE OF WORK RES SQUARE FOOTAGE:
TYPE OF IMP NEW MAIN: 1,650
VALUATION 350,000.00 ADD'L: 1,030 HEAT TYPE: EEE
CODE EDITION: 2006 HEAT BASE: HEAT TYPE: PRO
OCCUPANCY: R-3 UNHEATED: #OF STORIES:
OCCUPANCY: OTHER:
CONST TYPE: 5N GARAGE: SHORELINE:
CONST TYPE: DECK: 611 SETBACK:
BANK HEIGHT:
SEWAGE DISPOSAL: ALT
WATER SYSTEM: OTHER
BEDROOMS: BATHROOMS:
Exist: 0 Exist: 0
Prop: 2 Prop: 2
Total: 2(y Tota• 2
Routing Date: . !%� TEZ C; 1As
5-t2—ohs C � 7U I
Type Amount Paid By: Date: Receipt: Approved/Date
Permit $2,393.75 LYK 05/09/08 97249 APPROVED
Plan Check $1,555.94 LYK 05/09/08 97249
State Building Code $4.50 LYK 05/09/08 97249MARq2009Potable Water Application $59.00 LYK 05/09/08 97249
Total: $4,013.19 JeffersonCountyPunning
&Building Department
a •
CONDITIONS for Building Permit# :BLD08-00199
1.) PRIOR TO OCCUPANCY & BUILDING FINAL - FINAL APPROVAL OF SEPTIC
SEP03-183 IS REQUIRED. MUST MEET ALL CONDITIONS OF SEPTIC PERMIT.
2.) 10' SEPARATION REQUIRED BETWEEN A WATER LINE AND ALL PORTIONS OF
THE ONSITE SEWAGE SYSTEM; EFFLUENT TRANSPORT LINE, TANKS,
TREATMENT AND DISPOSAL COMPONENTS. ---��
3.) PRIOR TO FINAL BUILDING OCCUPANCY, PROPONENT SHALL SUBMIT A WRITTEN
LETTER FROM A.D.A ENGINEERING LLC STATING THAT THE STORMWATER (r (I(f't 0PC
FACILITY HAS BEEN CONSTRUCTED IN ACCORDANCE WITH THE REQUIREMENTS
OF THE "DRAINAGE PLAN" DATED NOVEMBER 2008 AS SIGNED BY HERBERT 31 -/(
ARMSTRONG, P.E. OF A.D.A ENGINEERING, LLC. c
4.) Stormwater shall be retained and infiltrated on site. The owner shall control all
sedimentation and erosion on the property.
5.) Prior to commencing development activity, the proponent is responsible for informing the
Washington State Department of Ecology, Stormwater, in order for WSDOE to determine
whether a Construction Stormwater permit or review is required. Generally, review is
required for projects that disturb 1 or more acres of land through clearing, grading,
excavating, or stockpiling of fill material, or when there is any possibility that stormwater
could run off site during construction and into surface waters or conveyance systems
leading to surface waters of the state. Contact the Joyce Smith, Washington State
Department of Ecology at 360-407-6858, josm461@ecy.wa.gov, for more information.
6.) An engineered stormwater management plan, drainage plan and erosion control plan has
been submitted and approved by the Department of Community Development. An
engineered Stormwater Management 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 project
engineer to arrange a schedule to inspect the property for plan compliance. A Certificate
of Occupancy will not be issued until the Department receives a letter verifying 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.
7.) The applicant shall fully adhere to all conditions and requirements of the eagle habitat
management plan.
8.) 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.
9.) Outdoor residential storage shall be maintained in an orderly manner and shall create no
fire, safety, health or sanitary hazard.
10.) 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 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.
11.) A minimum of two (2) on-site parking spaces shall be provided for the single family
residence.
12.) Residential developers and indiviuu al builders shall be required to preserve shdl'eline
vegetation and reduce the associated risk of erosion during construction and any future
activity which may impact the stability of the shoreline.
13.) Maximum lot coverage is not to exceed 25%. Lot coverage is defined as amount of
impervious surface which includes roof tops, driveways, concrete, etc.
14.) The building height is not to exceed 35 feet.
15.) 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.
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.) No fill or other material may be placed in the waters or intertidal areas of Jefferson
County.
18.) 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).
19.) 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.
20.) 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.
21.) 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.
22.) Residential developers and individual builders shall be required to preserve shoreline
vegetation and reduce the associated risk of erosion during construction and any future
activity which may impact the stability of the shoreline.
23.) Setback from the Northern property line noted on the approved site plan as"Approximate
Line of Vegetation", shall be 135 feet. Setback from the Eastern property line noted on
the approved site plan as "Approximate Line of Vegetation" shall be 55 feet. Setback from
the Western property line, noted on the approved site plan as "Approximate Line of
Vegetation", shall be 65 feet. Setback from the south property line shall be 80 feet. All
setbacks shall be measured from the closest point of the structural foundation to the
property line.
24.) A"Construction Drawing" Flood Elevation Certificate was prepared and submitted with the
application. The Certificate identified that no Base Flood Elevation has been established
for this area.
25.) The applicant shall fully adhere to all conditions and requirements of the eagle habitat
management plan.
Nroce - /`e7 .
•U.S.DEPARTMENT OF HOMELAND SECURITY ELEVATION CERTIFICATE OMB No. 1660-0008
Federal Emergency Management Agency Expires February 28.2009
National Flood Insurance Program Important: Read the instructions on pages 1-8.
SECTION A-PROPERTY INFORMATION For Insurance Company Use:
Al. Builc!ing Owner's Name A . Policy Number
Ul_ 1 ,AJ G.�7 0
A2. Building Stre ddress(including Apt.,Unit, te,and/or Bldg.No.)or P.O.Route and Box No. Company NAIC Number
1S 1. -A icknIT /,�.-"4-Cam- _ _
C ;AmenAz vie ZIP Code
783
A3. Property Description(Lot and Block Numbers,Tax Parcel Number,Legal Description,etc.)
19Ny - t1 "�:7)(-;
.r e_'.iJV
A4. Building Use(e.g.,Residential,Non-Residential,Addition,Accessory,etc.) 2.�. i i)6 IA--S-1 Al_._
A5. Latitude/Longitude:Lat.ii")f.(p(o3(e o+.L Long.-22 .$1 y 1° Horizontal Datum: ❑NAD 1927 NAD 1983
A6. Attach at least 2 photographs of the building if the Certificate is being used to obtain flood insurance.
A7. Building Diagram Number ;
A8. For a building with a crawl space or enclosure(s),provide: A9. For a building with an attached garage,provide:
a) Square footage of crawl space or enclosure(s) 1 1(Z sq ft a) Square footage of attached garage sq ft
b) No.of permanent flood openings in the crawl space or b) No.of permanent flood openings in the attached garage
enclosure(s)walls within 1.0 foot above adjacent grade 1.114.- walls within 1.0 foot above adjacent grade
c) Total net area of flood openings in A8.b sq in c) Total net area of flood openings in A9.b sq in
SECTION B-FLOOD INSURANCE RATE MAP(FIRM)INFORMATION
B1.NFIP Community Name&Communqity Number B2.County Name B3.State 5 3 o Lo 1 k 2.4S -)t;F.Ft-F-5csir,.t V JA
B4.Map/Panel Number B5.Suffix B6.FIRM Index B7.FIRM Panel B8.Flood B9.Base Flood Elevation(s)(Zone
Date Effective/Revised Date Zone(s) AO,use base flood depth)
5 3 00( 3 1 i iit)1 I cV0z- -lb cs ►cs t 2__ 7'.\ t,.4 /A
B10. Indicate the source of the Base Flood Elevation(BFE)data or base flood depth entered in Item B9.
❑FIS Profile `FIRM ❑Community Determined ❑Other(Describe)
B11. Indicate elevation datum used for BFE in Item B9: ❑ NGVD 1929 XNAVD 1988 ❑Other(Describe)
B12. Is the building located in a Coastal Barrier Resources System(CBRS)area or Otherwise Protected Area(OPA)? ❑Yes 0 No
Designation Date ❑CBRS ❑OPA
SECTION C-BUILDING ELEVATION INFORMATION (SURVEY REQUIRED) Z01,,.1c i\
Cl. Building elevations are based on: Construction Drawings* ❑Building Under Construction* ❑ Finished Construction
*A new Elevation Certificate will be r quired when construction of the building is complete.
C2. Elevations-Zones Al-A30,AE,AH,A(with BFE),VE,V1-V30,V(with BFE),AR,AR/A,AR/AE,AR/A1-A30,AR/AH,AR/AO. Complete Items C2.a-g
below according to the building diagram specified in Item A7.
Benchmark Utilized Vertical Datum
Conversion/Comments
Check the measurement used.
a) Top of bottom floor(including basement,crawl space,or enclosure floor) ❑feet ❑meters(Puerto Rico only)
' b) Top of the next higher floor _❑feet El meters(Puerto Rico only)
c) Bottom of the lowest horizontal structural member(V Zones only) _❑feet ❑meters(Puerto Rico only)
d) Attached garage(top of slab) _❑feet ❑meters(Puerto Rico only)
e) Lowest elevation of machinery or equipment servicing the building ❑feet ❑meters(Puerto Rico only)
(Describe type of equipment in Comments)
f) Lowest adjacent(finished)grade(LAG) ❑feet ❑meters(Puerto Rico only)
g) Highest adjacent(finished)grade(HAG) _❑feet ❑meters(Puerto Rico only)
SECTION D-SURVEYOR,ENGINEER,OR ARCHITECT CERTIFICATION
This certification is to be signed and sealed by a land surveyor,engineer,or architect authorized by law to certify elevation
information. l certify that the information on this Certificate represents my best efforts to interpret the d eta available.
I understand that any false statement may be punishable by fine or imprisonment under 18 U.S. Code, Section 1C01.
❑Check here if comments are provided on back of form. 3
t.A,, ate_
Certifiers Name License Number •
r t'i .-
Title Company Name
Address City State ZIP Code
Signature Date Telephone
FEMA Form 81-31, February 2006 See reverse side for continuation. Replaces all previous editions
• •
IMPORTANT: In these spaces,copy the corresponding information from Section A. For Insurance Company Use:
Building Street Address(including Apt.,Unit,Suite,and/or Bldg.No.)or P.O.Route and Box No. Policy Number
City State ZIP Code Company NAIC Number
SECTION D-SURVEYOR,ENGINEER,OR ARCHITECT CERTIFICATION(CONTINUED)
Copy both sides of this Elevation Certificate for(1)community official,(2)insurance agent/company,and(3)building owner.`,,
Comments
•
Signature Date
El Check here if attachments
SECTION E-BUILDING ELEVATION INFORMATION(SURVEY NOT REQUIRED)FOR ZONE AO AND ZONE A(WITHOUT BFE)
For Zones AO and A(without BFE),complete Items El-E5. If the Certificate is intended to support a LOMA or LOMR-F request,complete Sections A,B,
and C. For Items El-E4,use natural grade,if available. Check the measurement used. In Puerto Rico only,enter meters.
El. Provide elevation information for the following and check the appropriate boxes to show whether the elevation is above or below the highest adjacent
grade(HAG)and the lowest adjacent grade(LAG). , it
a)Top of bottom floor(including basement,crawl space,or enclosure)is 0 . IN feet ❑meters above or ❑below the HAG.
b)Top of bottom floor(including basement,crawl space,or enclosure)is ❑feet ❑meters ❑above or ❑below the LAG.
E2. For Building Diagrams 6-8 with permanent flood openi s provided in Section Items 8 and/or 9(see a e 8 of Instructions),the next higher floor
(elevation C2.b in the diagrams)of the uilding is (� ❑feet [meters ❑above or U below the HAG.
E3. Attached garage(top of slab)is ❑feet U meters ❑above or ❑ below the HAG.
E4. Top of platform of machinery and/or equipment servicing the building is (')` .p)" feet ❑meters ❑above or ❑below the HAG.
E5. Zone AO only: If no flood depth number is available,is the top of the bottom floor elevated in accordance with the community's floodplain management
ordinance? ❑Yes ❑ No ❑Unknown. The local official must certify this information in Section G.
SECTION F-PROPERTY OWNER(OR OWNER'S REPRESENTATIVE)CERTIFICATION
The property owner or owner's authorized representative who completes Sections A,B,and E for Zone A(without a FEMA-issued or community-issued BFE)
or Zone AO must sign here. The statements in Sections A,B,and E are correct to the best of my knowledge.
Pr Owner's or Owner's Authorized Ree resentative's Name
vl_ -t tiC)
Addre s City Sate ZIP Code
Sign ture to Telephone
s�c� a�� -741 `9,04—(049°
Comments y`�,1�1 Z� l� (S►.�T,��s �) . L.4r�.c�t_�11�c iEs JATio.-L '�
Awito-X1t� 1f�1r-L-1
Jl�2VE. heck here if attachments
SECTION G-COMMUNITY INFORMATION(OPTIONAL)
The local official who is authorized by law or ordinance to administer the community's floodplain management ordinance can complete Sections A,B,C(or E),
and G of this Elevation Certificate. Complete the applicable item(s)and sign below. Check the measurement used in Items G8.and G9.
Gl. ❑ The information in Section C was taken from other documentation that has been signed and sealed by a licensed surveyor,engineer,or architect who
is authorized by law to certify elevation information. (Indicate the source and date of the elevation data in the Comments area below.)
G2. ❑ A community official completed Section E for a building located in Zone A(without a FEMA-issued or community-issued BFE)or Zone AO.
G3. ❑ The following information(Items G4.-G9.)is provided for community floodplain management purposes.
G4.Permit Number G5. Date Permit Issued G6. Date Certificate Of Compliance/Occupancy Issued
G7.This permit has been issued for: ❑New Construction ❑Substantial Improvement
G8.Elevation of as-built lowest floor(including basement)of the building: 0 feet ❑meters(PR) Datum
G9.BFE or(in Zone AO)depth of flooding at the building site: 0 feet 0 meters(PR) Datum
Local O fici,)l's Name
Community Name Telephone
Signature Date
Comments
❑Check here if attachments
FEMA Form 81-31, February 2006 Replaces all previous editions
1 SON
e�,�w4" c3 JEFFERSODUNTY 0
W DEPARTMENT OF COMMUNITY DEVELOPMENT
`, 'N 621 Sheridan Street • Port Townsend •Washington 98368
360/379-4450 • 360/379-4451 Fax
�q NGS p� www.co.jefferson.wa.us/commdevelopment
S
Master Permit Application MLA: O:S -a 9,--T
Project Description� (include separate sheets as necessary):
I`O-'sv e6 i 0 e Iw c_it_
Tax Parcel Property .ig t3
Number: 'So-2- I N 2_O 0 3 Sized 5) I (acres/square feet)
(
Sit Address and/or Directions to Property: Ct<. Co,..l�t- (2�. LE..FT c 14,
. op Dt-o11Z13fs L(
t 5 /�.�j.a.r.1T' 'i.AGE , j2►•�Mot..J jA 98iZv z.,c-,rti 10 REAs
Property Owner(s)of Record: P.A.Li r_ ,s Li b E t .i i.t 6 A.L,.G Li 0
Telephone: "26 7i- ` 4 'j 49 O Fax: email: Zc�a 1 ero cjC.Om cc:,Si•n e r
Mailing Address: 4 ,,t c.�-A`- S'j' sL ate, , A Q 1 Z
Applicant/Agent(if different from owner): /— •a Ni t-v/s.4.13 U l—Y M P K. TJES(C,t-► 6 viz Oo ?, i(J.C.
Telephone: 36,0 3.95-76 J `{ Fax: 36(5 email: ahnUOi(tw,plc. esi'ciiiclrGuie) ,'A(
Mailing Address: LiO&) i w6gItrLr
What kind of Permit?(Check each box that applies
Building 0 Variance(Minor, Major or Reasonable Economic Use)
❑ Demolition Permit 0 Conditional Use[C(a),C(d),or C]**
mingle Family ❑ Garage Attached/Detached ❑ Discretionary"D"or Unnamed Use Classification
❑ Manufactured Home 0 Modular 0 Special Use(Essential Public Facilities)**
❑ Commercial* 0 Boundary Line Adjustment
❑ Change of Use 0 Short Plat**
❑ Address 0 Road Approach 0 Binding Site Plan**
❑ Home Business 0 Cottagelndustry ❑ Long Plat**
gI Propane 0 Planned Rural Residential Development(PRRD)/Amendments**
❑ Sign 0 Plat Vacation/Alteration**
❑Allowed"Yes"Use Consistency Analysis 0 Shoreline Master Program Exemption/Permit Revisions**
❑Stormwater Management 0 Shoreline Management Substantial Development**
❑ Site Plan Approval Advance Determination (SPAAD)* 0 Shoreline Management Variance
❑Temporary Use ❑ Comprehensive Plan/UDC/Land Use District Map Amendment
❑Wireless Telecommunication* 0 Jefferson County Shoreline Master Program Amendment
❑ Forest Practices Act/Release of Six-Year Moratorium ❑Tree Vegetaion Request
*May require a Pre-Application Conference **Requires a Pre-Application Conference
Please identify any other local, state or federal permits required for this proposal, if known:
"
k"'' r'' �°`�t� DESIGNATION OF AGENT
I hereby designate i to act as my agent in matters relating to this application for permit(s).
OWNER SIGNATUR Date: 5/ D€
By signing this application form,the owner/agen gen a the information provided herein,and in any attachments,is true and correct to the best of
his,her or it's knowledge. Any material falsehood or any omission of a material fact made by the owner/agent with respect to this application packet
may result in this permit being null and void.
I further agree to save,indemnify and hold harmless Jefferson County against all liabilities,judgments,court costs,reasonable attorney's fees and
expenses which may in any way accrue against Jefferson County as a result of or in consequence of the granting of this permit.
I further agree to provide access and right of entry to Jefferson County and its employees, representatives or agents for the sole purpose of application
review and y require er inspections. Staffs access and right of entry will be assumed unless the applicant informs the County in writing at the
time of the pplication that e or s ants prior notice.
Signature: . --iz., Date: („5 /08
The action or actions"Appticant will undert as a result of the issuance of this permit may negatively impact upon one or more threatened or
endangered species and could lead to a potential"take"of an endangered species as those terms are defined in the federal law known as the
"Endangered Species Act"or"ESA."Jefferson County makes no assurances to the applicant that the actions that will be undertaken because this
permit has been issued will not violate the ESA. Any individual,group or agency can file a lawsuit on behalf of an endangered species regarding your
action(s)ever ' - 'n compliance ith the Jefferson County development code.The Applicant acknowledges that he,she or it holds individual
and non-tran•ferable respon 'bility for a ring to d complying with the ESA. The Applicant has read this disclaime and igns and dates it below.
Signature: ' .a........-- Q .-_a Date: S� 0 B
G:\PermitCenter\###FORMS###\DRD FORMS\Master Permit Application 12-19-2006.doc
I
1111
BUILDER STATEMENT
The sign r of this ent does h by certify that they are the Owners of the parcel referenced herein,that they are not licensed contractors and that
they will e assuming th responsibili t eneral Contractor for the proposed project. /.
Signature: _ Date: S/G1�,
GENERAL CONTRACTOR OR MANUFACTURED HOME INSTALLER: PHONE: Fax:
( ) ( )
MAILING ADDRESS: EMAIL:
CONTRACTOR'S LICENSE WAINS
NUMBER: NUMBER
ARCHITECT/ENGINEER: PHONE ( ) FAX: ( )
MAILING ADDRESS: EMAIL
Project Type: Frame Type: Bathrooms: Shoreline: Type of Sewage Disposal:
VNew Wood Existing: ❑ Sewer
❑ Addition ❑ Steel Proposed: 0- Bank .Z 11 t immunity System
❑ Alteration/Remodel ❑ Concrete Total: 2_ Height: Individual System
❑ Repair ❑ Masonry SEP Permit#pi- (`j5
❑ Demolition , Other: Gj 15 Bedrooms: Water Supply:
Existing: Setback: ❑ Private well ❑ Two Party
Type of Heat: Proposed: Z .v ❑ Public
��c��..0 Total: 2-. Name of SystemP_ J si C
If this is a Commercial Project you must answer the following:
Number of Parking Spaces: Current: Proposed: Number of ADA Parking Spaces:
Number of occupants(includes owners,tenants,employees,etc) Current Proposed
IBC Occupancy: IBC Type of construction: Will you have Food Service? Yes / No
_ If this is a Propane Tank and/or AppUanrn Installation permit,mark all items below that apply:
i Underground Tank "Icbove ground Tjank---) Size of Profane Tank: for .SAL...
I Heat Stove I Woodstove place Ins� - of Water Tan,4 i Pellet Stove i Other
Is this appliance em T q installed in a ManufacturedNI biome? Yes / No
When applying for a permit to install a propane tank you must also submit a site plan showing all of the buildings,all property
lines, tank location and size, distances from the propane tank to all property lines, buildings and septic system components,
including the reserve area.
Square Footage Current Proposed for Office Use Only Amount Revision
Main Floor Heated � � EH BId App Review:
tsg a51,50 '70.0
2 °Floor Heated 10 i1g1gConsistency Review: l 5�`DD
Other Heated ! Base fee: a 313. is
Mezzanine Additional Section: (�
Heated Basement Plan Check fee: C 5F
Unheated Basement State Surcharge fee: J
4-W�J,7�1/
Other Unheated Pot Water Review fee: 9
5 00
Garage/Carport SUBTOTAL 4, 76
/a
Decks
S 464 ./PO4-Cr /6 7 3 c1(01.1 l - ,t0,1 t„ l�l f1/ 567. OC7
Other 461TOTAL: $
L a,0` d u/ fa /8 6 4 69 -IG+ Receipt Number: i ►� L\ C\
(t)Cash/Check Number:
(45 C(r 1
ESTIMATED COST(REQUIRED) c77 45q, ate:
•Fair market value of all labo materials-tbundation to finish
5 �4 O---- Initials: " -i
G:\PermitCenter\###FORMS###\DRD FORMS\Master Permit Application 12-19-2006.doc
• 111
STORM DRAINAGE REPORT
APPROVED
Galeno SFR STORMWATER PLAN
Owner: HAP- 4 2009
Mr. Paul Gelano
4515 47th Street SE JEFFERSON CO
Auburn, WA 98092 DEPT.OF Co
(253) 740 6081 SIGNATURE:
A Rk
.4.40`4,40 -P
November 4,2008 1
%NAL
EXPIRES LI— 3 - f0 j
gli fit" 1111A
Prepared By: JEFFERSON COUNTY DU
ADA ENGINEERING
P.O. Box 847 •
Poulsbo, WA 98370
Phone: 360-779-6633 fl FC - 2 2008
Bainbridge Is. Phone: 206-842-6123
• I
TABLE OF CONTENTS
DESCRIPTION PAGES
Narrative 1-5
Site Map(s) 6-8
Basin Map(s) 9-11
Soils Classification 12-14
Hydrological Analysis 15-18
• r
Introduction
The project site is located on Black Point on the west side of the Hood Canal, 1.1 miles
south of Brinnon, on the south side of the entrance to Pleasant Harbor. It is in the NW '/4
of the NW '/4 of the NW 1/4 of Section 14, Township 25 N, Range 2 W, WM, Jefferson
County. The subject property is located at the north end of Pleasant Place. The project
site Tax Lot Numbers are 502112003 and 502142003.
Pre-Development Condition
In the pre-development state the project site totals approximately 1.07 Acres of land that
is sticking out into the Hood Canal from its west bank. The high point of the project site
has an elevation of 44 feet at the northeast end of a 0.14 acre plateau in the middle of the
property. From here, the land slopes down to hood canal in the eastern, northern, and
northwestern directions. Access is from the southwest and another residence is located to
the south of the eastern half of the project site. Much of the plateau in the middle of the
property has been cleared, but the remainder of the property is heavily vegetated with the
exception of the trail which runs north from the plateau down to the Hood Canal. As to
the properties surrounding, they contain brushy ground to the south and west, pasture
with trees to the north, and single family residences to the east. These slopes are on the
order of 50%before becoming vertical walls near the edge of vegetation. Overburden is
minimal to absent and the soil is cemented and includes many large rocks.
Post-Development Condition
The proposed development for this project is the construction of a new single family
residence and a new garage and a driveway along with the required clearing for these
improvements and their required utilities.
Theory of Analysis
The enclosed drainage computations were calculated using the Western Washington
Hydrology Model version 3 as required by the Stormwater Management Manual for
Western Washington.
Description of Proposed Stormwater Facilities
Because infiltration is not feasible, stormwater flowing from the proposed roofs and
driveways is to be dispersed throughout some of the existing vegetation before falling
into the Hood Canal.
Water Quality
Water flowing from the proposed roof tops need not be treated.
Because of the low intensity nature of the proposed use of the proposed pavement,the
only treatment proposed for the stormwater that is received by the stormwater as it is
expected to flow in sheets over the existing vegetation on the west side of the driveway
on its way to Pleasant Harbor.
•
Downstream/Upstream Summary
Because of the extreme flatness of the project site, it is not clear that any drainage paths
leave the project site or enter the project site.
Sediment and Erosion Control
Because the project site has so little overburden and is so rocky, it is unlikely that erosion
will occur during construction.
Minimum Requirements
#1. Preparation of site plans Required
#2. Construction of Stormwater Pollution Prevention Required
#3. Source Control of Pollution Required
#4. Preservation of Natural Drainage Systems and Outfalls Required
#5. On-site Stormwater Management Required
#6. Runoff Treatment Dispersion across Vegetation
#7. Flow Control Dispersion to the Hood Canal
#8. Wetlands Protection No Wetlands
#9. Basin/Watershed Planning Provided by Jefferson County
#10. Operation and Maintenance Manual (to be provided upon approval)
Z
• !
Minimum Requirement for Redevelopment
1. Preparation of Stormwater Site plans
Please see plan set
2. Construction Stormwater Pollution Prevention
a. Mark Clearing Limits
i. Clearing limits are shown on sheet one of plan set
b. Establish Construction Entrance
i. The proposed construction entrance is shown crossing the
southernmost property line on sheet one (1) of the plan set. This is
the location where the ROW is directly adjacent to the project site.
c. Control Flow Rates
i. Stormwater conveyance and retention facilities shall be
constructed as one of the first steps in grading. These shall
function prior to construction of impervious surfaces.
d. Install Sediment Controls
i. Silt Fencing (BMP C233), sheet flow, straw wattles (BMP C233),
and small slopes (-7%) shall prevent sediment from exiting site.
e. Stabilize Soils
i. Straw wattles (BMP C233)
f. Protect Slopes
i. Steep Slopes on very edge of property are made of rock
g. Protect Drain Inlets
i. No Drain Inlets. All (1) CBs shall have solid lids.
h. Stabilize Channels and Outlets
i. All proposed channels are to be properly designed stormwater
conveyance ditches or pipes.
i. Control Pollutants
i. BMP C151 Concrete Handling
j. Control De-watering
i. No dewatering is proposed
k. Maintain BMPs
i. All BMPs shall be inspected, maintained, and repaired as needed to
assure continued performance of their intended function
I. Manage the project
i. 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.
3. Source Control of Pollution
a. BMP C233: Silt Fence
b. BMP C120: Temporary and Permanent Seeding
No chemical Storage, no dewatering waste, no demolition,
4. Preservation of Natural Drainage Systems and Outfalls
No natural Drainage Systems or Outfalls are located on site. No
stormwater facilities in ROW are to be modified
5. On-site Stormwater Management
4
Stormwater flowing from roofs that are to likely to be built as a result of
the proposed development is to utilize downspout dispersion. Infiltration
was considered, but the soils have been found to be unsuitably rocky and
impermeable.
6. Runoff Treatment
Water flowing from roofs need not be treated and is to be dispersed to the
west through the downspout dispersion trench. Because the expected use
of the project site by vehicles is limited,the water flowing from the
ground surface is to be dispersed in the same way.
7. Flow Control
This project does not discharge stormwater directly, or indirectly through
a conveyance system into a fresh water.
8. Wetlands Protection
No discharge to wetlands. No identified wetlands near project site.
9. Basin Watershed Planning
No additional requirements have been manifested by Jefferson County.
10. Operation and Maintenance
An operation and maintenance manual is to be provided.
5
• !
•�'�- -. lY) ti ,° LOPE RD.
/
W .D PE '1 :I cp. I RD
I
90
——tc2_,% v3o --�'��il , EAs`!Vrp4 R-'r T L U VERS D
' 1 i /L. AO 'ors' EAI
16.44,
\\/ • -•0V'r E t . 4 ::41-ivr
IAN
'A\ I f r‘ I 1 d1y Ob
�,� IQLO ' O:111D PROJECT LOCATION
\I ! :� PL, d b�
/ I C�` �O� S O�
r * �
s. o t I , oLiPvIS I9 - e�
1'$d _ ° .J B 1,
a' wv o o
7
I
• 0
•
•
i i
I . 07.--1 cl)
ic2i . 19'er47 i� 0
6 > ` d i >
• Z „......,
''''' 's'r-c .,,,ti: 4p ,c, : : .41,,,
\ 51
1.st
.N/ikl>7.-- 1
. 1\
N ll \:\�\\\\\�' N.
_ s. `
ilkoot. -- iliv,,, \
��
1
A 1 ME pF VESINTATION
oy
T 4
g; r
ft "o
4 41
Nii4cRTH y� ~aY
N 1.)— D on im
rii �1 im
y
1? ‘A 1ii
b + d
ti N
bbb0
N N N N
8
> g E New Residence For O O Y P O
- q - Paul and Erin Caleno SITE PLAN
•0 ° 4515 4t TMSIMI SE 4 SITE NOTES DESIGN GROUP, INC.
P AUBBURt{WA 48042 008 ROCREV .T ST„ PORT 1OWNSEND.WA 08388
• 0
TOPOGRAPHIC SURVEY FOR: 1 A (J L GAL ENO
IN SECTION 14, TOWNSHIP 25 NORTH, RANGE 2 WEST, W.M.
JEFFERSON COUNTY, WASHINGTON
, .
r r r r r r
r r r r r
r r r r r r
r r r r r r r r .
r r ,-� r r ,� r r
r r r / \ r r
LEGEND: r r r r r , / \ te r
• DENOTES FOUND 3/4'IRON PIPE (5/18/07) r ,—',,A.„-, r / _, r
■ DENOTES FOUND 1'IRON PIPE. (5/18/07) - G,' P�r r r-, ,_
r
• DENOTES FOUND REBAR WITH PLASTIC SURVEY CAP / I J r ...—
r Q r r r
STAMPED: 'LINDGRfN 12JO9'. (5/78/07) - ^ �oo r - //
r r
GRESS. EGRESS AND DRAINAGE •
EASEMENT PERRAUDITORS FILE NUMBER 21926. r r ^/ ,- / OF VEGETATIONROXIMATE I RE I r r
r r r r r r ,
r r r r / I r r
r r r / I r r ,
• r r r / TRAIL '-� r
r r r .—� / ./ TOP OF BANK 1 r r
r r r 51 PER FIELD TIES I r r ,
r r APPROXIMATE �� (S/18/p r r
r r r LOCATKA OF / 5jfi 1 r r
TEMPORARY 3�
r r r SETBEN 2 HRx 58 I
_. ^. ^. r /SET 17T1'NUB r r
W71H s'LATH - , r r
�� r r r ELEYATlON�12.18 2. I r r
r r r ,— / AT TOP OF HUB I I ^, r
r r r / i r r ,
mIrr r r I r r ,-
g r r r -- /• /�/ ;40'
� 7 I r r
W r r r / ' r r ,-
•-� r / A2'� / I r
r r
7 �41 I ' r
-� r r TOP OF BANK ♦p'
PER FIELD TIES we_ r r '
}0 )5 0 30 J `J ^� II (5/iB/O7) �JB I ,—, r
SCALE IN FEET r ^J r }5•. / r ,�
VERTICAL[ARUM:NAVD 68 r r r / A 52 I - r r
r r r r
r .� / / ,
r ,--� r /
r
r r r SDI JI i7 r r
r r / 17gPo. /
�� / -� r r
\ r r ,- / it, r r
'r/I j.i \ r r r / .Dry 6
I \ ---, r J - r r
a 7iI•I6•\ / ?ry ``Of 212 (LAST VISITED 9/99) r ,_
1'I
IN / -to /J'8S71JI;,,7zt'
7,, 9 U pV� 17p7p'
NIO1• t5• !O• I Q .. t i pNG
SOUTHWEST CORNER OFGOV /� `• (� ty
CUNMEDT LOT I p1, 5 O PG'
CALCULATED POSITION / "'d' �1.. IS'
(NO!VISITED THIS SURVEY) !�Q, p1)'
/ .b. V
/ /� DESCRIPTION:
FOR LEGAL DESCRIPTION SEE INSTRUMENT RECORDED
UNDER AUDITOR'S ALE NUMBER 521926,RECORDS OF
NOTES: JEFFERSON COUNTY. WASHINGTON.
I.THIS SURVEY WAS PERFORMED BY FIELD TRAVERSE METHODS USING A 5 SECOND TOPCON
.............._... GPT-8O0S1 TOTAL STATION AND STEEL TAPE.
!yT I .1 2.FOR SECTION SUBOMSION DATA, SEE VOL. 5 OF PLATS.PACES 79-61, RECORDS OF
JEFFERSON COUNTY, WASHINGTON.
/` .
'L`014 ' ■ J.VERTICAL CONTROL WAS ESTABLISHED FROM TIES TO NGS MONUMENT W-409. (5/21/07) JUNE 22, 2007
D N.T.S.
A„11161_,. (� I.q s. M
'mlitt, eb N SIN Nw
LAND SURVEYING 2,Awn SN,,:w,VA UM}
NAPPING ){ pi)(/... (]w)NI-]ISI
....- .,,,,, DEVELOPMENT DI CONSULTING ru su-SlID
MAL EM RAc
PLAT DIE SAC CONSTRUCTION MANAGEMENT O (see)YI-214I
DRAWN BY INN 14(25N-2W)
SERI O225I4-GALENO.J3ASE-092907
/0
••:•••••.-7,'...04:.;.:••••:::::::::•.:•••:....••.• ////7
-8 tt / ••• L-----...N.'.-------1-\\\\ s----\\ \ \. ."- ........\/.....1..:"....''.......:.'•':/......'...!....l...:•'•:•2'.:".7......::.:.::::..!.. ''... z /
;>"--'\ \ ''•:-..,.. ';'.......:' ,---,,---' •
)' '''-----------N-----"•
14 ) I A
)) ;,, „ ,,» / ,,,''''--- ' i
t -
A) N '``� ill
) 'J/•
/ Zoe //
O
lr
,off o �, (,
' 0
0 ,
"I
e °e A _.„...;,;› -,-,- .,..W..-,- , : -----,,,,, ./
e�
., z;-/T-• sof" r. \ '''','
o••
- _ 7o ,-...) \ ./- . Piles •• • \\,, /,* ,/---. •,,/,/ ,_ , _
! I
7
t ,..,,-, .,v. , ...„,,
,,„,,..,, . ,,....' ,:.:_ ,......„._ .,,,, , ,
, / ....._ „ ,
„. ,-,,..______„, \
�ZJf \ 1 . u
u \
,00
:t ,k° I m _ - 0 1,.( t )---'5-.5.. _ ': 19, \
• \
O L
/• .8,8. . 8 : -->:-:. 0 , Ni;III() ' . 1 )
__..) Lex:.
" BM,„.9 II /
:i D Ii /. '�rto �—o O I /•i .D... . ,.. . .
_ ,___ M+,a' Point
Q,
atsap /
) I -'...:-:•,:i.'.•••,•_:::.....,..: ..:...:-, ' .• ••• _---' ;'"6° /
ov/• • �- /,
/ 18� G%"
/ jGo
*.'( //
2 .
/ Zp0 /,
/ .. / fr ' 16 II
...� � a-�
Ho • •
/ TRD HrD
. q 1/Co
1
HoC
TrD +Y n f/
.r .1I
• H rD //
i HoI): A H 0 0 D "
TrF / 'II
•
/ TrD ///
HoC 88
TrF , .
TrF �/
i
HoD�jib/ OeDq'/�
•
j y,-Pleasant II 14
"�� y Harbor Op 11
t4.00r
if
f
rG r+ / q
Q ry ^ '4 - 4'y II g Xt J 4 t
�l '1.... •. H OC f' 1, M t y tu, }-�„�-,�,�kA4 4 x
�gggt' /. +. r..-f({ < ,„1: < u •
(Joins sheet 69)
Y• ! tr r r. I. y / ' z i`.�'-,NOD A ''' • ' PPP.
r fGy a c r• a
.5... " 'Tr .1 ;�'^ HrD t r5 . I y '+` F '..., � '-,, ,,
k .w JY II II, CO %,^-•^{r ems' i y'
•
Y � a> '? -''' . `.r + Y is.,.-: , 1+• ] - C U' I ., ,.
mow y •./,w"�g' :1 r
��C ° ir•p x� `,,......ie: tl.:,„a f 4 a'':•yt`i .4, I
�� e.
``leu� -1. , 'Bac^ r!ci f ,ref, 4. '„;vA";° . ' , o rat". ` $ HOOD
J �•' +f e,�`Y ,„C'^Fl r I „v' '7.b I a Y ., .; t •"�,. 4.F..k.
11, • * .CO r'a t.r�a N• ,1 4 ti. F W ''Z+ .e .HoQ•• Y• Y^3,�,• ri kC.�y s.
�1h,"'i n {'p:; /'- s' •1'i'n' •��; t ,F1`: o, ",, 7Rr '6w.iF : s, i.
w ,,.�.,,,.... } y M. r+, f 7 .y.', "'�. - Cs•'f N '..... kr A `�aXaar ?�,"{ i✓lJ..
�•'> yl • {~ • II I N yy e 3 1n "cr'2l g `:
%
`' "+ + `�""•; '� °• "�"` / ,1,...-,,
a` 5; MASON COUNTY 1 470 OUO FEET
w . •q fr •" 3000 AND 5000-I
`! Quatsap Point
V
C'
n
• •
• slow to ponded, and the hazard of water erosion is slight or 2 to 4 inches of water available for plants. Runoff is slow to
nonexistent. A seasonal water table is at a depth of 0 to 12 medium, and the hazard of water erosion is slight to moder
inches. ate.
This soil is used mainly for growing pasture and truck This soil is used mainly for production of trees and for
crops. Capability unit IIw-2; not assigned to a woodland wildlife habitat and recreation areas. Capability unit VIe-1;
group. woodland group 3d2.
Olete very gravelly silt loam, 30 to 50 percent slopes
(OeE).-This steep soil is on upland slopes in rough, broken
country that has basalt outcrops and escarpments present
Olete Series in places.
Runoff is rapid, and the hazard of water erosion is
severe. This soil is used for production of trees and for
The Olete series consists of well-drained, very gravelly soils wildlife habitat and recreation areas. Capability unit VIe-
underlain by basalt bedrock at a depth of 20 to 30 inches. 1; woodland group 3d2.
These soils are on rough, broken uplands. Slopes range from Olete-Alderwood complex,0 to 30 percent slopes(01D).-
0 to 90 percent. Elevation ranges from slightly above sea level This mapping unit is made up of about 60 percent Olete
to about 1,000 feet. These soils formed in weathered basalt very gravelly silt loam, 0 to 30 percent slopes, and 40
under Douglas-fir. western redcedar, red alder, madrone, percent Alderwoodgravellysandyloam, 0 t 1 percent
rhododendron, and salal. Annual precipitation is about 28 to 32 lopes. The Olete soil i rollig to hilly, ad the
inches. The average annual air temperature is 50 F. The above Alderwood soil is undulating to gently rolling.
32°F growingoseason ranges from about 190 to 230 days, and The soils of this complex are used mostly for production of
the above 28 F growing season ranges from about 200 to 260 trees and for wildlife habitat and recreation areas. Small
days. These soils are associated with Ahl, Alderwood, Clallam, areas of the Alderwood soil are used as permanent and sum-
Everett, Grove,Hoodsport,and Triton soils. mer rural homesites and for growing pasture, hay, berries,
In a representative profile the upper 3 inches of the soil is fruit, and vegetables. Capability unit VIe-1; woodland
dark reddish-brown very gravelly silt loam. Below this to a group 3d2.
depth of 18 inches, is dusky-red very gravelly silt loam. Olete-Clallam complex, 0 to 30 percent slopes
Beneath this, and extending to a depth of 24 inches, is weak- (OmD).-This mapping unit is made up of about 60
red very stony silt loam that is 80 percent or more coarse percent Olete very gravelly silt loam, 0 to 30 percent
basalt gravel and stones. This material is underlain by basalt slopes, and 40 percent Clallam gravelly sandy loam, to 15
bedrock, which is generally fractured. Rounded pebbles and percent slopes. The Olete soil is rolling to hilly, and the
angular basalt stones are scattered throughout these soils. Clallam soil is undulating to gently rolling.
Olete soils are almost entirely wooded,but a few acres are used The soils of this complex are used mostly for production of
for rural homesites. trees and for wildlife habitat and recreation areas. Small
Olete very gravelly silt loam,0 to 30 percent slopes(OeD).- areas of the Clallam soils are used for permanent and sum-
This nearly level to hilly soil is in areas of upland slopes. mer rural homesites and for growing pasture,hay, vegetables,
Most slopes range from 10 to 20 percent. fruit, and berries. Capability unit VIe-I; woodland rou
Representative profile 0.5 mile south of Knapp farm and 0.25 3d2. g p
mile west of State Highway 9E; on logging road 150 yards Olete-Hoodsport complex,0 to 30 percent slopes(OpD).-
southwest of basalt rock quarry in SW1/4NE1/4SW1/4 sec. This mapping unit is made up of about equal proportions
19, T. 28 N., R. 1 E.: • of Olete very gravelly silt loam, 0 to 30 percent slopes, and
01-2 inches to 1 inch,leaves,needles,and twigs. Hoodsport verygravellysandyloam, 0 02-1 inch to 0,decomposed leaves,needles,and twigs. P to 15 percent
B2lir-0 to 3 inches,dark reddish-brown(2.5YR 3/4)very gravelly silt loam, slopes. The Olete soil is rolling to hilly, and the Hoodsport soil
weak red (2.5YR 5/2) dry; moderate, very fine and fine, granular is undulating to gently rolling.
structure; hard, very friable, slightly sticky, nonplastic; many fine and The soils of this complex are used mainlyforproduction
medium roots; 55 percent angular pebbles; slightly acid; abrupt, wavy p p
boundary.(2 to 6 inches thick) of trees and for wildlife habitat and recreation areas. Cap-
B22ir-3 to 18 inches, dusky-red (2.5YR 3/2) very gravelly silt loam, ability unit VIe-1;woodland group 3d2.
pale red (2.5YR 6/2) dry; massive; hard, friable, slightly sticky, Olete-Rock outcrop complex, 50 to 90 percent slopes
nonelastic;common fine roots;65 percent angular pebbles;slightly acid; OrF .-This mapping unit ist made upof about 50 to 7 0
gradual,irregular boundary.(10 to 16 inches thick) ( ) P g
C-18 to 24 inches,weak-red(2.5YR 4/2)very stony silt loam, percent of an Olete very gravelly silt loam and 30 to 50
pale red (2.5YR 6/2) dry; massive; hard, friable, slightly sticky, percent basalt stones and Rock outcrop.
nonplastic; 80 percent coarse fragments; slightly acid; clear, irregular Runoff is very rapid, and the hazard of water erosion is
boundary.(2 to 8 inches thick) verysevere. This complex is used mainlyfor production of
R-24 inches,basalt bedrock.
Depth to basalt bedrock ranges from 20 to 30 inches. The B horizons trees and for wildlife habitat and recreation areas.
range from dark reddish brown to dusky red. Gravel and stones in the B Capability unit VIIs-1; woodland group 3d2.
horizons range from 50 to 80 percent. In the C horizon texture is silt loam
or loam. This horizon is 75 to 90 percent coarse gravel and stones. Basalt
stones and cobbles are in the A and B horizons in places. Phelan Series
Included with this soil in mapping are small areas of Rock
outcrop and shallow soils. The Phelan series consists of moderately well drained,
This soil is well drained. Permeability is moderate. Roots gravelly soils that have a very slowly permeable cemented
penetrate to a depth of 20 to 30 inches. This soil holds about layer at a depth of 10 to 20 inches. The soils formed in glacial
till on stream and river valley side slopes in the western
Olympic foothill areas. Slopes range from 30 to 80 percent.
Elevation ranges from about 200 to 1,000 feet.Native vegeta-
/4
Western Washington Hydrology Model
PROJECT •RT •
Project Name: GALENO
Site Address:
City
Report Date : 11/4/2008
Gage Quilcene
Data Start 1948/10/01
Data End 1993/09/30
Precip Scale: 1.33
PREDEVELOPED LAND USE
Name Basin 1
Bypass: No
GroundWater: No
Pervious Land Use Acres
Impervious Land Use Acres
ROADS FLAT 0.0519
Element Flows To:
Surface Interflow Groundwater
MITIGATED LAND USE
ANALYSIS RESULTS
Flow Frequency Return Periods for Predeveloped. POC #1
Return Period Flow(cfs)
2 year 0
5 year 0
10 year 0
25 year 0
50 year 0
100 year 0
Flow Frequency Return Periods for Mitigated. POC #1
Return Period Flow(cfs)
2 year 0
5 year 0
10 year 0
25 year 0
50 year 0
100 year 0
Yearly Peaks for Predeveloped and Mitigated. POC #1
Year Predeveloped Mitigated
Ranked Yearly Peaks for Predeveloped and Mitigated. POC #1
Rank Predeveloped Mitigated
16
POC #1
The Facility PASSED
The Facility PASSED.
Flow(CFS) Predev Dev Percentage Pass/Fail
0. 0000 0 0 0 Pass
0.0000 0 0 0 Pass
0.0000 0 0 0 Pass
0. 0000 0 0 0 Pass
0. 0000 0 0 0 Pass
0.0000 0 0 0 Pass
0.0000 0 0 0 Pass
0.0000 0 0 0 Pass
0. 0000 0 0 0 Pass
0. 0000 0 0 0 Pass
0.0000 0 0 0 Pass
0. 0000 0 0 0 Pass
0. 0000 0 0 0 Pass
0. 0000 0 0 0 Pass
0.0000 0 0 0 Pass
0. 0000 0 0 0 Pass
0. 0000 0 0 0 Pass
0. 0000 0 0 0 Pass
0. 0000 0 0 0 Pass
0. 0000 0 0 0 Pass
0. 0000 0 0 0 Pass
0. 0000 0 0 0 Pass
0. 0000 0 0 0 Pass
0. 0000 0 0 0 Pass
0. 0000 0 0 0 Pass
0. 0000 0 0 0 Pass
0. 0000 0 0 0 Pass
0. 0000 0 0 0 Pass
0. 0000 0 0 0 Pass
0. 0000 0 0 0 Pass
0. 0000 0 0 0 Pass
0. 0000 0 0 0 Pass
0. 0000 0 0 0 Pass
0. 0000 0 0 0 Pass
0. 0000 0 0 0 Pass
0. 0000 0 0 0 Pass
0. 0000 0 0 0 Pass
0. 0000 0 0 0 Pass
0. 0000 0 0 0 Pass
0. 0000 0 0 0 Pass
0. 0000 0 0 0 Pass
0. 0000 0 0 0 Pass
0. 0000 0 0 0 Pass
0. 0000 0 0 0 Pass
0. 0000 0 0 0 Pass
0. 0000 0 0 0 Pass
0. 0000 0 0 0 Pass
0. 0000 0 0 0 Pass
0. 0000 0 0 0 Pass
0. 0000 0 0 0 Pass
0. 0000 0 0 0 Pass
0. 0000 0 0 0 Pass
0. 0000 0 0 0 Pass
0. 0000 0 0 0 Pass
0. 0000 0 0 0 Pass
0. 0000 0 0 0 Pass
0. 0000 0 0 0 Pass
0. 0000 0 0 0 Pass
0. 0000 0 0 0 Pass
0. 0000 0 0 0 Pass
0. 0000 0 0 0 Pass
0. 0000 0 0 0 Pass
0. 0000 0 0 0 Pass
0. 0000 0 0 0 Pass
0. 0000 0 0 0 Pass
l7
0.0000 0 0 0 Pass
0. 0000 0 0 0 AmkPass
0. 0000 0 0 0 PassID
0. 0000 0 0 0 Pass
0. 0000 0 0 0 Pass
0. 0000 0 0 0 Pass
0. 0000 0 0 0 Pass
0. 0000 0 0 0 Pass
0.0000 0 0 0 Pass
0. 0000 0 0 0 Pass
0. 0000 0 0 0 Pass
0. 0000 0 0 0 Pass
0. 0000 0 0 0 Pass
0. 0000 0 0 0 Pass
0. 0000 0 0 0 Pass
0. 0000 0 0 0 Pass
0. 0000 0 0 0 Pass
0. 0000 0 0 0 Pass
0. 0000 0 0 0 Pass
0. 0000 0 0 0 Pass
0. 0000 0 0 0 Pass
0. 0000 0 0 0 Pass
0. 0000 0 0 0 Pass
0. 0000 0 0 0 Pass
0. 0000 0 0 0 Pass
0. 0000 0 0 0 Pass
0. 0000 0 0 0 Pass
0. 0000 0 0 0 Pass
0. 0000 0 0 0 Pass
0. 0000 0 0 0 Pass
0. 0000 0 0 0 Pass
0. 0000 0 0 0 Pass
0. 0000 0 0 0 Pass
0. 0000 0 0 0 Pass
0. 0000 0 0 0 Pass
Water Quality BMP Flow and Volume for POC 1.
On-line facility volume: 0.0163 acre-feet
On-line facility target flow: 0.01 cfs.
Adjusted for 15 min: 0.0204 cfs.
Off-line facility target flow: 0.0106 cfs.
Adjusted for 15 min: 0.0119 cfs.
This program and accompanying documentation is provided 'as-is' without warranty of any kind. The entire risk regarding
the performance and results of this program is assumed by the user. Clear Creek Solutions and the Washington State
Department of Ecology disclaims all warranties, either expressed or implied, including but not limited to implied
warranties of program and accompanying documentation. In no event shall Clear Creek Solutions and/or the Washington
State Department of Ecology be liable for any damages whatsoever (including without limitation to damages for loss of
business profits, loss of business information, business interruption, and the like) arising out of the use of, or
inability to use this program even if Clear Creek Solutions or the Washington State Department of Ecology has been
advised of the possibility of such damages.
(9
r 4
•
��VV
i 41'-111'
I4.16• •IT-0' T-b' 12'-0' 6'-0' 1
Illy i I i /
I
I 111
m
r
0
„itp N I N l4
CP
-o DI =�
r I
_
D o \ ,Ni• '''
I go
s F.
P
1pD t1 -- --r V L f4
•
r r
I '
, 01
6.
Hi
q
i
I5'-I6' 16'4)• D'-0' 2'-0•
T f f
49'-io'
4A
V I p
I 1
> T > $� New Residence for SECOND LEVEL PLAN 0 O y rn p O
m 9 - 1 Paul and Erin Galen(' DESIGN ROUP, INC.
• D 4s15 47 TH s1ReeT 5e
IV b 7' ,HA 48042 006 wooaEWIT ST.. ,ow+a o.WA asxs
CP
( ) .
•
z
O
30 •1 y
y.p' 14'-1% e`4ee' 13,41 '
I f I
E_
4 .__17-:
I z C1
_.____
Er....= 2
1 ®
z ti
— 03 ribr
7 :E.-1
� E
I
-n O
O
�—_ z r,
}— __L___i_Li Lamat_I. O
1
I
n
I+1 Z A
II!
, '4' ` 1V) b
03
•
-n =
I �S��1■ Jo i
C) P 3 (LI .i 1
VO
Eno
uli ip r =_
iw i§ 13,4'
! 12,0' 4'-0' &-0 �B' b'-0' 4'-0'
filliPt
T > $� New Residence for
> 9 1 Paul and Erin Galeno MAIN FLOOR PLAN O 0 I 0
N § a 4815 47 TH STREET 9E DESIGN GROUP, INC.
000 RO
d A N� WA 4009Z OKVlLT ST. PORT TOWODO.MN MOB
(300)305-0014 m
r
di-
•
i .1
ig 3l N G 7
L � ni -
En
r'
fr --- ---.. ---. --..
.....766.) ..r ' �'w --N le A' gz.-t,;)
•.
4:1 :
,,„_.
_th,„ ,,,....
c,.
1
0,,,,, ,,• -- ,\ \ NI
/$ 1li J N\l� \ iiit
i (-11 4I''' ! Pe-. 0\ \ ‘ \
r,----- ii II-.`"\\)t4!---11,: gi i"c:,\,,,,,,,,,- 3\;, -k •
-1--m... .\
:t, 16 A Air„,-: \
\\\set-ii.. ,-..opw; ,135,..3 \
, kyle!
, 0- ..,- 111 _
1 fl ctI r Z LINE gg%00
`
-;-k
ig 11 i 1.;
2 2
_ NoK....) a
III;:i Id 3. i?,R -i it: 2 r-
i ii NI..,ti -v --,, _,...1_ ;
e a h 1
z - -"kstil*, . -"gi - ----4.'-'-'-1 i`i SE
vz
ril
( g b i At t
;gg � GNi � \ Jr .• t
``''''�g ' .
I pa ' -
,,,
.. ,„,t, , \ E \
> 1 > �$ New Residence for .,�.
g Paul and Erin Caleno '5ITE PLAN p 0 y Ulf p U
o 9 �TH STREET SE
46042 d SITE NOTES DESIGN GROUP, INC.
SOS ROLOWI.T ST. PORT Talle1 10.■11 YSMM 0' (MO)316-014
Cs ..
o
M 1 7.7-4 a 1/4_._. M a' ca. co
;X '.. . `� 1 tin
, CEO Lv l J
I.
I
�1
' 1
i 1
i 1
1
i
� I
/ \ TOP of 13ADpC 1 PER TIES 1. (5/18M
/OVERHANG/ --
LINE
PROPOSED R
D 2.0'
It
DOWNSPOUT ISPERSION/fRENCH
50LF, FIGURES 4.11, 4.12 , = ' 42'
D Air
\EEr 40
i
=542.0'� '- _ _ —� ///, j PROPOSED /
/ r• ; �' .1 38' _!— //, PROPANE TANK
DITCH (FOR CO STRUCTION)
2' TRANSISTION ZONE PERMANENT)
/ FIGURE 5.5
G! O
01 OQ P�OO
EDGE/ OF EXISTING / S� ^?/
PROPOSED / DRIVEWAY /% 7'3 45 e O�
SS LINE 126.
i
EDGE OF / / /
PROPOSED
/ i '
/1 CONSTRUCTIO
/ ENfRANC
;.�
! � —PROPOSED WATER LINE
PROPOSED PROPOSED POWER LINE
SAND FILTER �'�,.�.- � � /'
EDGE OF EXISTING
DRIVEWAY
EXISTING SEPTIC TANK
AND PUMP CHAMBER i
50' MIN FROM WATER
30, 1 /
TRANSPORT LINE TO /
EXTERNAL DRAIN FIELD
PARCEL If 988500040 30' /
SEE SITE PLAN RESERVE /
30 /
EASEMENT �i /
/
20
0 20 40 60
Scale 1 " = 20'
LEGEND
—SS— SS
PIPE /1
■
APPkOVED
STORMWATER PLAN
WK 4 2D
FTJEFFERSON CO
DE. OF CO RY
SIGNATURE:
-
sc�
zLol Z_ooe
PROPERTY LINE
EDGE OF RIGHT OF WAY
RIGHT-OF-WAY CENTERLINE
SETBACK LINE
EDGE OF PAVEMENT
BUILDING LINE
SILT FENCE (PROPOSED)
UNDERGROUND SANITARY SEWER LINE (EXISTING)
UNDERGROUND STORM LINE
INDEX CONTOUR (5 FOOT INTERVAL)
CONTOUR (1 FOOT INTERVAL)
STORM DRAIN CATCH BASIN
Figure 4.11 -
NI1
�- 3' Min. ----i
of Level Spreader
Treated 2"x10" may be abutted end to
Spreader must be level end for max. spreader length of 50'
1 6" min.
6" min.
18" min. rebar supports
8' max. spacing
1•rgure 4.1Z - Detail of Level Spreader
FIGURES ON THIS SHEET TAKEN FROM DOE STORMWATER MANAGEMENT MANUAL FOR WESTERN WASHINGTON
ATUM
NAVD '88
it 2,6 - ors
COIZRD.
UVLKb
IN. o/
1r12� , PLEASgN
T
tN P qNl pl.
n
L.
4w0�") lot I
%, _�k Ae
I �d
L4
'E6
ty
Figure 5.5 - Sheet Flow Dispersion for Driveways
PROJECT LOCATION
CLIENT INFORMATION: PAUL GALENO
ADDRESS: 4515 47TH STREET 2L:q TAX/PARCEL #: 502112003, 502142003
ADDRESS: AUBURN, WA 98092 TELEPHONE: 253 740 6081
DRAINAGE PLAN
PLEASANT PLACE
NW 1 /4, NW 1 /4
SECTION '14, TOWNSHIP 25N., RANGE 2W., W.M., JEFF. COUNTY, WA
dollc®emburgmail.com P.O. BOX 847
a.o.n. POULSBO, WA 98370
PHONE: (360) 779-6633
-6123
A.D.A. ENGINEERING, LLC B.I. FAX: (360)077987031
DRAWN: JJH CHECKED: HAA SCALE: 1 "=20' JOB NO.:08-E6191
DESIGN: JJH DATE: NOV. 2003 1 SHEET 1 OF 2 FILE NO.: 69.4
GENERAL NOTES
1. All workmanship and materials shall conform to the MOST CURRENT Standard
Specifications for Road, Bridge and Municipal Construction prepared by WSDOT
and APWA as adopted by the Jefferson County Department of Public Works
(JCDPW).
2. Any revisions to the accepted construction plans shall be reviewed and
approved by the JCDPW prior to implementation in the field.
3. The contractor shall maintain a set of the accepted construction drawings
on -site at all times while construction is in progress.
4. It shall be the responsibility of the contractor to obtain all necessary permits
from the JCDPW prior to commencing any work within County right-of-way.
5. The contractor shall be responsible for providing adequate traffic control at all
times during construction alongside or within all public roadways. Traffic flow
on existing public roadways shall be maintained at all times , unless permission
is obtained from the JCDPW for road closure and/or detours.
6. The locations of existing utilities on this plan is ayproximate only. The
contractor shall contact the "Underground Locate center at 1-800-424-5555,
and nonsubscribing individual utility companies 48 hours in advance of the
commencement of any construction activity. The contractor shall provide for
protection of existing utilities from damage caused by the contractor's
operations.
7. Rockeries or other retaining facilities exceeding 4 feet in height require a
separate permit from the Jefferson County Building Department.
S. A "Forestry Practices" permit may be required prior to clearing of the site.
Contact the Jefferson County Department of Community Development for further
information.
DRAINAGE NOTES
1. The contractor shall ensure that the drainage is installed and operational prior
to commencement of paving work.
2. All steel pipe and parts shall be galvanized. All submerged steel pipes and parts
shall be galvanized and have asphalt treatment #1 or better.
3. Drainage stubouts on individual lots shall be located with a five foot high 2" x
4" stake marked "STORM". The stubout shall extend above surface level and
be sec -red to the stake.
GRADING NOTES
1. The contractor shall notify the engineer in the event or discovery of poor soils,
groundwater or discrepancies in the existing conditions as noted on the plans.
2. Maximum slope steepness shall be 2:1 Horizontal:Vertical for cut and fill slopes.
3. Unless otherwise specified, all embankments in the Plan Set shall be
constructed in accordance with Section 2-03.3(14)B of the WSDOT Standard
Specifications. Embankment compactions shall conform to Section
2-03.3(14)C, Method B of said Standard Specifications.
4. Embankments designed to impound water shall be compacted to 95% maximum
density per Section 2-03.3(14)C, Method C of WSDOT Standard Spec
ifications.
5. All areas receiving fill material shall be prepared by removing vegetation,
noncomplying fill, topsoil and other unsuitable material, by scarifying the surface
to provide a bond with the new fill, and where slopes are steeper that 3
horizontal to 1 vertical and the height is greater than 5 feet, by benching into
engineer.
sound competent material as determined by a soils en g
GENERAL EROSION AND SEDIMENTATION CONTROL NOTES
The following erosion and sedimentation control notes apply to all construction site
activities at all times, unless otherwise specified on these plans.
1. Approval of this erosion and sedimentation control plan does not constitute an
acceptance of the permanent road or drainage design.
2. The owner and his/her contractor shall be responsible at all times for preventing
silt -laden runoff from discharging from the project site. Failure by the owner
and/or contractor can result in a fine. The designated temporary contact person
noted on this plan must be available for contact by telephone on a 24 hour basis
throughout construction and until the project has been completed and accepted
by the county.
3. implementation of these ESC plans and the construction, maintenance,
replacement and upgrading of these facilities is the responsibility of the owner
and/or contractor from the beginning of construction until all construction is
completed and accepted by the county and the site is stabilized.
4. Prior to beginning any work on the project site, a preconstruction conference
must be held, and shall be attended by the general contractor, the project
engineer, representatives from affected utilities, and a representative of Jefferson
County.
5. The erosion and sedimentation control facilities shown on this plan are to be
considered adequate basic requirements for the anticipated site conditions.
During construction, deviations from this plan may be necessary in order to
maintain water quality. Minor departures from this plan are permitted subject
to the approval of the county inspector. However, except for emergency
situations, all other deviations from this plan must be designed by the project
engineer and approved by Jefferson County prior to installation.
6. All erosion and sedimentation control measures shall be inspected by the owner
and/or contractor on a frequent basis and immediately after each rainfall, and
maintained as necessary to insure their continued functioning. All sediment
must be removed from silt fences, straw bales, sediment ponds, etc. prior to the
sediment reaching c it's maximum potential depth.
7. At no time shall concrete, concrete by-products, vehicle fluids, paint, chemicals
or other polluting matter be permitted to discharge to the temporary or
permanent drainage system, or to discharge from the project site.
8. Permanent detention/retention ponds, pipes, tanks or vaults may only be used
for sediment containment when specifically indicated on these plans.
MINIMUM EROSION AND SEDIMENTATION CONTROL REQUIREMENTS
1. Stabilization and sediment trapping - All exposed and unworked soils, including
soil stockpiles, shall be stabilized by suitable application of BMP's which protect
soil from the erosive forces of raindrop impact and flowing water. Applicable
practices include, but are not limited to vegetative establishment, mulching,
plastic covering, and the early application of gravel base on areas to be paved.
From October 1 to April 30, no soils shall remain unstabilized for more than 2
days. From May 1 to September 30, no soils shall remain unstabilized for more
than 7 days.
At all times of the year, the contractor shall have sufficient materials, equipment
and labor on -site to stabilize and prevent erosion from all denuded areas within
12 hours as site and weather conditions dictate.
From October 1 to April 30, the project engineer shall visit the development site
a minimum of once per week for the purpose of inspecting the erosion and
sedimentation control facilities, reviewing the progress of construction, and
verifying the effectiveness of the erosion control measures being undertaken.
The Project Engineer shall immediately inform the director of any problems or
potential problems observed during said site visits, as well and any
recommended changes in the erosion control measures to be undertaken. When
requested by the Director, the Project Engineer shall provide the Director with
written records of said weekly site visits and noted site observations.
In the event that ground on a project site is left bare after September 30th, the
County may issue a Stop Work Order for the entire project until satisfactory
controls are provided.
In the event that ground on a project site is left bare after September 30th and
the County in unsuccessful in contacting the owner or his/her designated
emergency contact person, the County may enter the project site and install
temporary ground cover measures and bill the owner for all expenses incurred
by the County. These costs will be in addition to any monetary penalties levied
against the owner.
2. Delineation of clearing and easement limits - Clearing limits, setbacks, buffers
and sensitive or critical areas such as steep slopes, wetlands and riparian
corridors shall be cleanly marked in the field and inspected by Jefferson County
Department of Community Development prior to commencement of land
clearing activities.
3. Protection of adjacent property - Adjacent properties shall be protected from
sediment deposition by appropriate use of vegetative buffer strips, sediment
barriers or filters, dikes or mulching, or by a combination of these measures and
other appropriate BMP's.
4. Timing and stabilization of sediment trapping measures - Sediment ponds and
traps, perimeter dikes, sediment barriers and other BMP's intended to trap
sediment on -site shall be constructed as a first step in grading. These BMP's
shall be functional before land disturbing activities take place. Earthen
structures such as darns, dikes and diversions shall be stabilized according to
the timing indicated in item (1) above.
5. Slope stabilization - Cut and fill slopes shall be constructed in a manner that will
minimize erosion. Roughened soil surfaces are preferred to smooth surfaces.
Interceptors should be constructed at the top of long, steep slopes which have
significant areas above that contribute runoff. Concentrated runoff should not
be allowed to flow down the face of a cut or fill slope unless contained within
an adequate channel cr pipe slope drain. Wherever a slope face crosses a water
seepage plane, adequate drainage or other protection should be provided. In
addition, slopes should be stabilized in accordance with item (1) above.
6. Controlling off -site ero:;ion - Properties and waterways downstream from
development sites shall be protected from erosion due to increases in the
volume, velocity, and peak flow rate of stormwater runoff from the
development site by the implementation of appropriate BMP's to minimize
adverse downstream impacts.
7. Stabilization of temporary conveyance channels and outlets - All temporary
on -site conveyance channels shall be designed, constructed and stabilized to
prevent erosion from the expected flow velocity from a 2 year frequency, 24
hour duration storm for the post -development condition. Stabilization adequate
to prevent erosion of outlets, adjacent stream banks, slopes and downstream
reaches shall be provided at the outlets of all conveyance systems.
8. Storm drain inlet protection - All storm drain inlets made operable during
construction shall be protected so that stormwater runoff shall not enter the
conveyance system without first being filtered or otherwise treated to remove
sediment. After proper written application, the requirement for inlet protection
may be waived by the director on a site -specific basis when the conveyance
system downstream of the inlet discharges to an appropriate sediment
containment BMP and he conveyance system can be adequately cleaned
following site stabilization.
9. Underground utility construction - The construction of underground utility lines
shall be limited, where feasible, to no more than 500 feet of open trench at any
one time. Where consistent with safety and space considerations, excavated
material shall be placed on the uphill side of the trench. Dewatering devices
shall discharge to an appropriate sediment trap or pond, preceded by adequate
energy dissipation, pricr to runoff leaving the site.
10. Constructed access routes - Wherever construction vehicle access routes
intersect paved roads, provisions must be made to minimize the transport of
sediment (mud) onto 'he paved road by use of appropriate BMP's such as a
stabilized Construction Entrance. If sediment is transported onto a road surface,
the roads shall be cieoned thoroughly, as a minimum, at the end of each day.
Sediment shall be removed from roads by shoveling or sweeping and being
transported to a controlled sediment disposal area. Street washing shall be
allowed only after sediment is removed in this manner.
11. Removal of temporary 3MP's - All temporary erosion and sediment control
BMP's shall be removed within 30 days after final site stabilization is achieved
or after the temporary BMP's are no longer needed. Trapped sediment shall be
removed or stabilized on -site. Disturbed soil areas resulting from removal of
temporary BMP's shall be permanently stabilized. The removal of temporary
erosion and sediment control BMP's may not be required for those projects,
such as single family plats, that will be followed by additional construction
under a different permit. In these circumstances, the need for removing or
retaining the measures will be evaluated on a site -specific basis.
12. Dewatering construction sites - Dewatering devices shall discharge into on
appropriate sediment trap or pond, designed to accept such discharge, preceded
by adequate energy dissipation, prior to runoff leaving the site.
13. Control of pollutants other than sediment on construction sites - All pollutants
other than sediment that occur on -site during construction shall be handled and
legally disposed of in a manner that does not cause contamination of storm or
surface waters. Pollutants of concern include, but are not limited to, fuels,
lubricants, solvents, concrete bi-products and construction materials.
14. Maintenance - All temporary and permanent erosion and sediment control BMP's
shall be maintained and repaired as needed to assure continued performance of
their intended function. All maintenance and repair shall be conducted in
accordance with the Manual. The Applicant shall be responsible for assuring
that any such facilities damaged during floods, storms or other adverse weather
conditions are immediately returned to normal operating condition.
15. Financial liability - A performance covenant or performance surety shall be
required for all projects to ensure compliance with the approved erosion and
sediment control plan as outlined in Section 4.0 of the Jefferson County
Stormwater Ordinance.
BIOSWALE FILTRATION NOTES
The biofiltration swale shall be lined with a minimum of 4 inches of Type A topsoil
according to WSDOT/APWA Standard Specifications.
The Swale should be seeded, fertilized and mulched according to the recommendations of
the local Soil Conservation District as follows:
Seed Mixture:
70% Tall Fescue (Alta, Boyager, Orfawn)
20% Perennial Rye
10% White Clover
Application Rate (per 1000 square foot):
5 lbs. Seed
7 lbs. Fertilizer (10-20-20)
50 lbs. Wood Fiber Mulch
The contractor may be required to provide the County inspector with documcntation for
the seed mixture used.
Seeding of the Swale should be performed between March 1 - May 15 or August 15 -
October 1 according to WSDOT/APWA Standard Specifications, with the exception that
seeding may be performed from May 16 - September 30 if irrigation is provided.
Sodding of the swede will be allowed provided that the sod meets the seed mixture
speifications listed above, or if the sod is over seeded with the appropriate seed mixture
at the next available planting time.
Paving shall not occur until the biofiltration Swale is sodded or the seed has germinated
and produced at least 2 incehs of growth over 85% of the Swale surface.
CONSTRUCTION SEQUENCE
1. Construct stabilized construction entrance(s).
2. Construct filter fence Farriers.
3. Construct sedimentation basins.
4. Construct runoff interception and diversion ditches.
5. Clear and grade the minimum site area required for construction of the various
phases of work.
6. Provide temporary hydroseeding or other source control stabilization measures
on all disturbed soils.
7. Maintain all ESC facilities to provide the required protection of downstream
water quality.
8. Provide permanent site stabilization.
9. ESC facilities shall not be removed until construction is complete and approved
by Jefferson County.
INSPECTION SCHEDULE
1. Clearing limits
2. Implementation of the various phases of the Erosion and s,�dimentatiDn Centro! Plan.
3. Placement of drainage structures prior to back filling, including pond embankments.
4. Prior to placement of the detention outlet control structure (orifice size verified).
5. Inspection of prepared sub -grade.
6. Inspection of gravel base placement.
7. Inspection of fine grading prior to paving.
8. Inspection of paving operations.
9. Final inspection.
The Contractor shall be responsible for all work performed and shall ensun: that
construction is acceptable to Jefferson County.
If inspection is not called for prior to completion of any item of work so
designated, special destructive and/or no -destructive testing procedures may
be required to ensure the acceptability of the work. If such procedures ,;re
required, the Contractor shall be responsible for all costs associated with the
testing and/or restoration of the work.
MAINTENANCE
1. Erosion control facilities shall be inspected after each storm event cii<{ daily
during prolonged rainfall.
2. Necessary repairs or replacement of
facilities shall be
accomplished promptly.
3. Sediment deposits shall be removed
after each storm
event
or whcthe level
of deposition reaches app oxi,-ateh
- =-half the maximum
potenti.' depth.
4. Sediment deposit remaining in place
after the ESC facilities
are no :anger
required shall be dressed to conform to the existing
grade,
prepared and
seeded.
5. Temporary Erosion and Sedimentation
Control facilities
shall
be main lined by:
Emergency Phone Number.
253 740 6081
The Owners representative shall be:
PAUL GALENO
Emergency Phone Number.
10'
' L 2"'ASPHALT CON,CIjETE
PAVING CLASS P
72" CRUSHED ROCK TOP COURSE
Z6-OMPACTED DEPTH
GRAVEL BASE - CLASS "B"
ACCESS ROAD
TYPICAL CROSS SECTION
NOT TO SCALE
NOTE:
DRAINAGE DITCH IS NOT PART OF PERMANENT
PLAN. REPLACE WITH 2' TRANSITION ZONE
SHEET FLOW DISPERSION AFTER CONSTRUCTION.
1. EXCAVATE THE TRENCH
Flow ,,�-B lee Width
i\
2. PLACE AND STAKE
STRAW BALES.
3. WEDGE LOOSE STRAW 4. BACKFlLL AND COMPACTI
BETWEEN BALES. THE EXCAVATED SOIL.
A B
Points A Should Be Higher Than Point B
Staked and Entrenched
Straw BOWBintling
win
or Trine II (III
Compacted Soil to
Prevent Piping
FlBered Runoff
Sedimem laden
/- Runoff
STRAW BALE DAM DETAIL NO SCALE
Filter Fabric (MIRAFI 140N or Equal,
36" Wide Rolls). Use Staples or
Wire Rings to Attach Fabric
to Wire
Wire Mesh Support Fence
for Silt Film Fabrics
6"
-10
I�
-6"
Bury Bottom of
Filler Fabric II
Material in
8"x 12- Trench II
22" Douglas Fir 6' O.C. No. 1 Grade
or"Xn
ua. erns e a ee cote pas s
POST
MIRAFI
REINFORCED NETTING
Envirofma. or Equal -
Install per Manufacturer's
_� FILTER MESH Provide washed gravel backfill
Specifications
or compacted native soil as
BACKFlLL directed by local gmarr nl
N.,U SOIL
USE Two STAKES
PER BALE with min 13"
ground nshution
A. 1 2" Raper
B. 2 wood stake
o a Ga to° 7,
0.
of , a-
e+a„ e7741, �O
"�O &ary2iy 60
R-25 mtn.
12' min.
cKOo• b ok I
20 i�vv •v�a'o
4" to 8" quarry spoils ��Le Iwq
po9all
No sn1E
STABILIZED CONSTRUCTION ENTRANCE
FILTER FENCE: DETAIL
NO SCALE
li- 2-6 -o",
APPROVED
STORMWATER PLAN
W, 4 9-009
JEFFERSON CO
DEPT. OF COMIJNCfY�DT��^�����S�.Y�' pJy/EN7
SIGNATURE: / ./,✓./ l�L..11 L Xi ¢.,
;'FFFffI�UPI r�l1P 1�Y Oct
I PAUL GALENO I
NOTES AND DETAILS
PLEASANT PLACE
NW 1 /4, NW 1 /4
SECTION 14, TOWNSHIP 25N., RANGE 2W., W.M., JEFF. COUNTY, WA
odallc®embargmail.com ® P.O. BOX 847
a.o.a. POULS60, WA 98370
PHONE: (360) 779-6633
B.I. PHONE: (206) 842-6123
A.I.A. ENGINEERING, LLC FAX: (360) 779-7031
DRAWN: JJH CHECKED: HAA SCALE: 1 "=0' JOB NO.:08-E6191
DESIGN: JJH DATE: NOV. 2008 SHEET 2 OF 2 FILE NO.: 69.4