HomeMy WebLinkAboutBLD2005-00262 ILDING PERMIT APPLICAT.I ML Review Ty Ty 253
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Jefferson County Department of Community Development
621 Sheridan Street Port Townsend, WA 98368
PERMIT #: BLD05-00262 Received Date: 4/26/2005
SITE ADDRESS: 31 RESOLUTE LN
PORT LUDLOW, 98365
OWNER: PORT LUDLOW ASSOCIATES LLC PHONE: 413? 90i
70 BREAKER LN
PORT LUDLOW WA 983659766
PORT LUDLOW NO. 2
SUBDIVISION: Block: Lot: 65
PARCEL NUMBER: 990600265 Section: 9 Township: 28 N Range: 01 E
CONTRACTOR: PORT LUDLOW ASSOCIATES LLC PHONE: (360)437-2101
70 BREAKER LN
PORT LUDLOW WA 98365
Contractor's License PORTLAL994L8 Expires 5/2/2006
REPRESENTATIVE: PHONE:
PROJECT DESCRIPTIOr NEW SFR W/ ATTACHED GARAGE ALSO
120 GALLON A/G PROPANE TANK
TYPE OF WORK RES SQUARE FOOTAGE:
TYPE OF IMP NEW MAIN: 1,955
VALUATION. 193,281.00 ADD'L: HEAT TYPE: EEE
CODE EDITION: 2003 HEAT BASE: HEAT TYPE: HTP
OCCUPANCY: R-3
OCCUPANCY: UNHEATED: #OF STORIES:
CONST TYPE: 5N OTHER: SHORELINE:
CONST TYPE: GARAGE: 516 SETBACK:
DECK: 250 BANK HEIGHT:
SEWAGE DISPOSAL: SEW
WATER SYSTEM: LUDLOW
BEDROOMS: BATHROOMS:
Exist: Exist:
Prop: 2 Prop: 2
Total: 2 Total: 2
Routing Date:
71 pc- 1C1- 3)
Type • Amount Paid By: Date: Receipt: Fa-cliQ V E�.
Permit $1,520.15 BAC 04/26/05 71898 DEC a2005
State Building Code $4.50 BAC 04/26/05 71898
Potable Water Application $53.00 BAC 04/26/05 71898 Jefferson County Planning
Total: $1,577.65 & Building Department
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BUILDING PERMIT
Jefferson County Department of Community Development
621 Sheridan Street, Port Townsend, WA 98368
(360)379-4450 FAX (360)379-4451
PERMIT #: BLD05-00262 Received Date 04/26/2005
SITE ADDRESS: 31 RESOLUTE LN Issue Date 12/22/2005
PORT LUDLOW, 98365
APPLICANT: PORT LUDLOW ASSOCIATES LLC PHONE: 360-437-2101
70 BREAKER LN
PORT LUDLOW WA 983659766
SUBDIVISION: PORT LUDLOW NO. 2 Block: Lot: 65
PARCEL NUMBER: 990600265 Section: 9 Township: 28 N Range: 01 E
CONTRACTOR: PORT LUDLOW ASSOCIATES LLC PHONE: (360)437-2101
70 BREAKER LN
PORT LUDLOW WA 98365
360-437-2522
Contractor's License: PORTLAL994L8 Expires: 5/2/2006
PROJECT DESCRIPTION: NEW SFR W/ATTACHED GARAGE ALSO
120 GALLON A/G PROPANE TANK
CALL IN FOR THE REQUIRED INSPE IONS THAT APPLY TO YOUR PROJECT.
SETBACKS: *'�Li
UFFER: eye_0�/G/-
Footing: Zle 440t,. t
Foundation: i:7R 5/4/66
Stormwater FINAL Approval: prGiug'O j/ 31/2.2(044
Underground Plumbing:
Underground Insulation:
Shear Wall : (4- -7 "LPL f l Z
Sheathing:
Framing: li/f 3/3/,/OL '" .0k �a4744
Plumbing: ' (I7--Z-6to/((�i
Propane Tank/ Lines:,,
Insulation: ithz5VII- OK 4 I( f'4 p Ligt_t.S itea fr
Sheetrock:
Septic Sytem Final Approval (If not on sewer):
Road Approach Final Approval:
Zoning Final Approval:
Final/Occupancy Approval: G 4 r 0 06/07.#
HEALTH DEPARTMENT AND PUBLIC WORKS APPROVAL REQUIRED PRIOR TO FINAL INSPECTION
THIS PERMIT IS VALID FOR ONE YEAR OR IT MUST BE PROPERLY RENEWED
BUILDING INSPECTION HOT-LINE 379-4455. CALL 24 HOURS IN ADVANCE TO SCHEDULE INSPECTIONS.
Office Hours 9:00 a.m. -4:30 p.m.
HOT LINE AVAILABLE 24 HOURS A DAY
SPECIAL CONDITIONS APPLY -SEE REVERSE
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SPECIAL CONDITIONS FOR CAE # BLD05-00262
1.) Stock plan foundations approvals shall be limited to the prescriptive foundations
requiements of the IRC and R404.1.4 Foundations outside the scope of this section shall
be designed and engineered SITE SPECIFIC per IBC.
2.) AN ENGINEERED STORMWATER PLAN HAS BEEN SUBMITTED TO 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 ENGINEER OF RECORD
(MACLEARNSBERRY ENGINEERING, P. S.) TO ARRANGE A SCHEDULE TO
INSPECT THE PROPERTY FOR PLAN COMPLIANCE. A CERTIFICATE OF
OCCUPANCY WILL NOT BE ISSUED UNTIL THE ENGINEER OF RECORD SUBMITS
AN ORIGINAL SIGNED LETTER TO THE JEFFERSON COUNTY DEPARTMENT OF
COMMUNITY DEVELOPMENT CONFIRMING THE INSTALLATION OF THE
STORMWATER FACILITIES COMPLIES WITH THE STORMWATER PLAN. 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.
3.) The road approach permit (RAP03-00240) must be inspected and finalled by the Jefferson
County Department of Public Works prior to the final inspection/certificate of occupancy of
this residence. Contact the Department of Public Works at 360-385-9160 for the final
road approach inspection.
4.) 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.
5.) Outdoor residential storage shall be maintained in an orderly manner and shall create no
fire, safety, health or sanitary hazard.
6.) Not more than two (2) unlicensed or inoperable vehicles shall be stored on any lot less
than one-half acre unless totally screened from view of neighboring dwellings and
rights-of-way. Such screening shall meet all applicable performance and development
standards specific to the district in which the storage is kept, and shall be in keeping with
the character of the area. Screening shall meet the requirements of Unified Development
Code (UDC) Section 6. Outdoor storage of thirteen (13) or more unlicensed or inoperable
vehicles is prohibited except in those districts where specified as an automobile wrecking
yard or junk (or salvage) yard and allowed as a Permitted Use in Table 3-1 of the UDC,
and such storage shall meet the requirements of UDC Section 4.10. In no case, shall any
such unlicensed or inoperable vehiclesbe stored in an Environmentally Sensitive Area
(ESA).
7.) Maximum lot coverage is not to exceed 45%. Lot coverage is defined as amount of
impervious surface which includes roof tops, driveways, concrete, etc.
8.) The building height is not to exceed 35 feet.
9.) 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.
10.) 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.
11.) Setback from Resolute Lane right-of-way is no less than 20 ft., side and rear setbacks are
no less than 5 ft. If an environmentally sensitive area (ESA) is present, then the more
restrictive setback shall apply.
12.) A minimum of two (2) on-site parking spaces is required for the single-family residence.
I:\F BLD Permit Buildn .r t
_ _ _ 9 p 10/29/1999
UN O ,vim ",�
�4� Od d JEFFERSOI UNTY . (,t z- R z-
` DEPARTMENT OF COMMUNITY DEVELOPMENT
621 Sheridan Street • Port7'��, �Y.a•.1-r-1nFms.,- fit, ,err+M'1f'sP---
► , 360/379-4450 • 360/379-4461 Fax She/ io/Qo 0 y-/g
�T7N��0 www.co.jefferson.wa.us/cornrnde elopment If , OT/, E ley. ,q
Master Permit Application APR 2 6 2005 53
Project Description(include separate sheets as necessary): -. . _
'Ie 5 iagie t4/11. res'deoce w/atzvtheh rage.
Tax Parcel PropeRy
Number: 97O -6O ) - 2 5 Size: C /3� 0 gg (aeres/square feet)
Site Address and/or Directions to Property: /o f 416SJ 3/ Z So lde Za2e, /i-7 7../4/4u>, o}" 9f3�_s---
Property Owner(s)of Record: •r t Lad/tug Assoch ze ' LLC
Telephone: (.36 c) Y3 7-2io / .-fax 0 y3 25 2 2 email:
Mailing Address: 70 46,-e42 er Za 4g..1 Are lad/0ld/ a'# 911,34 -
Applicant/Agent(if different from owner): NA?
Telephone: Fax: - email:
Mailing Address:
What kind of Permit?(Check each box that applies)
Q"Building ❑Variance(Minor,Major or Reasonable Economic Use)
❑Demolition Permit ❑ Conditional Use[C(a), C(d),or C]**
"Single Fa 0 Discretionary"D"or Unnamed Use Classification
V'Garage ttachey1/Detached ❑Special Use(Essential Public Facilities)
--
Cl Manufactured Home 0 Boundary Line Adjustment
❑ Modular 0 Short Plat**
❑ Commercial* 0 Binding Site Plan**
❑Change of Use 0 Long Plat**
I Address C Road Approach ❑ Planned Rural Residential Development(PRRD)fAmendments**
Propane 0 Plat Vacation/Alteration**
❑Allowed"Yes"Use Consistency Analysis ❑Shoreline Master Program Exemption/Permit Revisions**
❑Stormwater Management 0 Shoreline Management Substantial Development**
❑Site Plan Approval Advance Determination(SPAAD)* ❑Shoreline Management Variance
❑Temporary Use 0 Comprehensive Plan/UDC/Land Use District Map Amendment
❑Wireless Telecommunication* Cl Jefferson County Shoreline Master Program Amendment
0 Forest Practices Act/Release of Six-Year Moratorium
*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:
DESIGNATION OF AGENT
I hereby designate to act as my agent in matters relating to this application for permit(s).
OWNER SIGNATURE Date:
By signing this application form,the owner/agent attests that the Information provided herein,and in any attachments,is true and correct to the best of
his,her or 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.
1 further agree to save,indemnify and hold harmless Jefferson County against all liabilities,judgments,court costs,reasonable attomey's fees and
expenses which may in any way accrue against Jefferson County as a result of or in consequence of the granting of this permit.
I further agree to pro ' e access a right of entry to Jefferson County and Its employees,representatives or agents for the sole purpose of application
review and any ir la r Ins .Access and right of entry to this property shall be requested and shall occur ly du' g regular business
hours.
Signature: 1i € ' ,ZS
Date: ` U
The action or actions Applicant will undertake as Vresult of the issuance of this permit may negatively impact upon one or more threatened or
endangered species and could lead to a potential lake"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 ' no violate the ESA. Any individual,group or agency can file a lawsuit on behalf of an endangered species regarding your
action(s)even if r n Ilan 'th the efferson County development code.The Applicant acknowledges th the,she or it holds individual
and non-transf ble u i 1! ri an complying with the ESA. The Applicant has read this dis i er an signs and dates it below.
Signature
Date: 2 c---
G:\PemutCenter\FORMS\DRD FORMS\Master Permit Application 7-8-04.doc
_d/2005 17: 57 3603794451 io JEFF CO DOD PAGE 11
PORT LUDLOW ASSOCIATES - J4DERrs IT cbrata< LEI uir.
-t/19/2005 20:46 FAX 3604372522
OWNER BUILDER STATEMENT
The Milner of this statement does hereby certify trial they are the Owners of the parcel referenced hereki,that they are not licensed contractor and that
• ItsereMita-4scrernlatiVamespoaelbertra11411103cenerel Cositgaclor(octal vmpoeed prefect:
Signature:_ Date:
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GENERAL.CONTRACTOR OR MANUFACTURED HOME INSTALLER: PHONE: AX:
/Or t Liaag) AISSPC/afe4f. ac (340 ) v2y-.2/0/ (sic.) 4/.3 7-J.5 z 2
MALJNO ADDReSS: _ZO 1/-644-e r La 4 e1 A, ___4,,d41,0 a)6,EMAIL:
A - ,
' CONTRAcran's Ucarse 983,4,5 WAINS -
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NutateR: Apie7z."7.4., 9? ./..8 NUMBER '
ARCI-IffECVERattLER: 574$d -J*6114 194 d V.-4 PHONE ( ) Fax( )
MAILING ADDRESS: 0 7:I, CletZ, /9ZiAtigetggr— EMAIL
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PcOluctrYPec . . -+,Avatte Type: • •• , -Bathrooms:—'. „ , • , • • •• Shoreline; - Type of Sewage Plapozai:
;V New li(yi/oed a Existing: Tel- VSewer V
0 Addition o Steel -Proposed: 2- Bank A Community System
O Alteration/Remodel 0 Concrete Total: _ 2, Height' El individual System
O Repair o Masonry SEP Permit*
O Dorm:11160R 0 Other. _ Bedrooms: Water Supply:
Existing: -4,- Setback: 0 Private Well U Two Party
....Typo of iteat Proposed: —2. VPublic
C
To _tal: 9.ie r. Iteo 1 tel r.t.71,- Name of System: OIA)-5 i
_ .. ....
if twill a Commercial protect voiLtattstauswer to folitaane: -
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 Se:We? Yea / No
-
IfihIJ a P_rovano Tank widtor Aoollnase Irteciallation.Dermft.mark ailitems below thatonaha
O UndergroUnd Tank PiAbove ground Tank Size of Propane Tank /20 ga,,, .
O Heat Stove 13 Cook Stove 13 WoOdStove Cl Fireplace Insert D Hot Water Tank a'Pellet Stove 0 Other_
Is this&valiance was,lostapod In**Manufactured/Mobilo Horne? Yes / No
When applying for a poring Co inctall a propene tank you mint:also submit a eite plan showing all of the buildings,all Properly
lines,tank location and adze,distances from the propane tank Cu all property linos,buildings and septic system'components,
Including the reserve area.
Square Footage PigilTRIGOOMPSgitk:. •e'-'•:•- :i':•''ziii4''•':: :', s!rAzIKTI,-.4 ,4!- 11%(.1•1•1•4( :' ,:, ''''
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Unheated Basement 1---- '.....,•4'.t.,•••:-,--440;s:,I/- 4. 4.,•;... -;70: .1. .:' 4'1...e.;kiii,,k.;';;"•11-.4;•...,Ait',4 ' -7 wev.• "S7E447,4it, ^ 4:4...),N al ,..4,4,14,
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GAParrisnester\FOR/43\1,1W FORISNMinter Permit Applicidiss7-8-04.doc
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Benefit of Lot 65, Resolute Lane
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EROSION 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. THE OWNER AND HIS R E /H 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
NO
TED ON THIS PLAN MUST BE AVAIL
ABLE FOR CONTACT
A BY TELEPHONE 0 E
ON A 24 HOUR
BASIS THROUG
HOUT CONST
RUCTION AND UNTIL THE
PROJECT HAS BEEN COMPLETED AND APPROVED BY THE COUNTY.
2. THE IMPLEMENTATION OF THIS SWPPP AND THE CONSTRUCTION,
MAINTENANCE, REPLACEMENT AND UPGRADING OF THIS SWPPP
IS THE RESPONSIBILITY OF THE OWNER AND/OR CONTRACTOR FROM THE
BEGINNING OF CONSTRUCTION UNTIL ALL CONSTRUCTION IS COMPLETED
AND APPROVED BY THE COUNTY AND THE SITE IS STABILIZED.
3, PRIOR TO BEGINNING ANY WORK ON THE PROJECT SITE, A PRE -
CONSTRUCTION CONFERENCE MUST BE HELD, AND SHALL BE ATTENDED BY
THEGENERAL
GE E AL CONTRACTOR,
TR CTOR THE BU IN LD G INSPECTOR REP
RESENTATIVES
FROM AFFEC
TED UTILITIES AND A REPRESENTATIVE
S TIVE Of THE COUNTY
4. ANY ROCKED CONSTRUCTION ENTRANCES SHOWN ON THIS PLAN SHALL BE
INSTALLED PRIOR TO BEGINNING CONSTRUCTION. IN ADDITION,
EQUIPMENT FOR THE CLEANING OF PUBLIC ROADWAYS SHALL BE
AVAILABLE AT ALL TIMES DURING CONSTRUCTION.
5. THE EROSION AND SEDIMENTATION CONTROL FACILITIES SHOWN ON THIS
PLAN ARE TO BE CONS
IDERED ADEQUATE
W TE BASIC REQUIREMENTS
Q TS 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 MANAGER AND
APPROVED BY THE COUNTY INSPECTOR 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 1/2 ITS 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. ALL WORK SHALL BE DONE ACCORDING TO BEST MANAGEMENT
PRACTICES AS DEFINED IN THE DOE STORM WATER MANAGEMENT MANUAL
FOR THE PUGET SOUND BASIN.
FINISH FLOCR
11 y2.
i
io
z_
1y2 X 5y2 I x
m
i\ i>
Z
CRAWL SPACE
iJ/`u`%//`//�y//`///`//`✓/i 2' MIN.
FOOTING DRAIN - 4" PERFORATED PIPE AROUND
ENTIRE PERIMETER, WITH WASHED ROCK BACKFILL
DRAIN TO DAYLIGHT (oR'To
TYPICAL BUILDLNG/GRA_DE RELATIONSHIPS �
N.T.S.
5' X 2" X "POET"
INSERTED 2 FEET
INTO GROUND
NOTE:
SH.T INTERCEPT SWALE MAYBE
SUBSTITUTED FOR SILT FENCE
WHERE APPROPRIATE.
4
N
...... ..... .....
PERIMETER HACXFH.L
POSITION FILTER FABRIC
8"
OVER ENTIRE TRENCH
JV WITH NATIVE MATERIAL.
SILT FENCE 2,
'fP
Sq�Op.'PKTpG
FOB �T0
4�So:°r
00y
R- 25' MIN. w F
12" MIN.
4" - 8" QUARRY SPALLS
PROVIDE FULL WIDTH OF�
INGRESS/EGRESS AREA
STABILIZED CONSTRUCTION ENTRANCE e
NO SCALE
STRAW BALES AS REQUIRED
NAVD88
NGS "JCIA"
STAKE BALES TO MAINTAIN POSITION
AS REQUIRED ( 2 STAKES / BALE )
V-Om MIN. FREEBOARD
NO SCALE
STRAW BALE SWAL
(USE AS REQUIRED) at
STABILIZATION NOTES
CONTROL MEASURE: STABILIZED CONSTRUCTION ENTRANCE
PURPOSE: REDUCES THE AMOUNT OF DEBRIS TRANSPORTED ONTO PUBLIC ROADS FROM
CONSTRUCTION EQUIPMENT BY ACTION OF VEHICLE TIRES TRAVELING OVER GRAVEL PAD
REMOVING MOST MUD AND DEBRIS FROM TIRES.
DESIGN CRITERIA/SPECIFICATIONS:
DESIGN: 1 E -
SE DETAIL 2-C 1 ( 2 STABILIZED CONSTRUCTION ENTRANCES , () EN ANCES
SHOULD BE LOCATED WHEREVER VEHICLE ACCESS ROUTES INTERSECT PAVED ROADS; (3)
MATERIAL SHOULD BE QUARRY SPALLS, 4' - 8" SIZE; (4) THE ROCK PAD SHOULD BE AT EAST
12-INCHES THICK AND 100 FEET IN LENGTH. LENGTH MAY BE REDUCED TO 50-FEET FOR SITES
WITH MINOR GRADING (LESS THAN 1 ACRE OF EXPOSED SOIL); (5) WIDTH SHOULD BE THE FULL
WIDTH OF THE VEHICLE INGRESS AND EGRESS AREA. MINIMUM WIDTH SHOULD BE 20-FEET.
ADDITIONAL SUBGRADE STABILIZATION SUCH AS A GEOTEXTILE MAT MAY BE REQUIRED.
PROCEDURE (1) A FILTER FABRIC FENCE SHOULD BE INSTALLED DOWNHILL FROM THE
CONSTRUCTION ENTRANCE TO INTERCEPT AND CONTAIN ANY SEDIMENT -LADEN RUNOFF FROM
THE. ENTRAMC E OR FROM TIRE WASHING; 2 IF THE ROCK P DO E AD ES NOT A O DEQUATELY
REMOVE THE' MU
D UD FROM VEHIC
LE WHEELS THE
WHEELS SHOULD B W E HOSED OFF BEFO
RE THE
VEHICLE EWERS A PAVED STREET. THE WASHING SHOULD BE DONE ON AN AREA COVERED
WITH CRUSHED ROCK AND WAS WATER SHOULD DRAIN TO A SEDIMENT RETENTION FACILITY;
(3) STREET CLEANING EQUIPMENT SHOULD BE AVAILABLE AS REQUIRED.
MAINTENANCE: (1) ENTRANCES MAY REQUIRE PERIODIC TOP DRESSING WITH 2-INCH STONE,
AS NECESSARY TO PREVENT TRACKING OR FLOW OF MUD ONTO PUBLIC ROADWAYS; (2) IF
SEDIMENT IS N TRA SPORTED ONTO
A ROAD SURFACE,0 THE ROADS SHALL BE CLEANED
THOROUGHLY AS A MINIMUM AT THE END OF EACH DAY. SEDIMENT SHOULD BE REMOVED
FROM ROADS BY SHOVELING OR SWEEPING. STREET WASHING SHOULD TAKE PLACE ONLY
AFTER SEDIMENT HAS BEEN REMOVED AS DESCRIBED ABOVE; (3) ANY ROCK SPALLS THAT
ARE LOOSENED FROM THE PAD AND END UP ON THE ROADWAY SHALL BE REMOVED
IMMEDIATELi'.
CONTROL MEASURE: CONSTRUCTION ROAD STABILIZATION.
PURPOSE: TEMPORARILY STABILIZES ROADS, PARKING AREAS, AND ON -SITE TRANSPORTATION
ROUTES WITH STONE IMMEDIATELY AFTER GRADING, REDUCES EROSION CAUSED BY
CONSTRUCTION TRAFFIC OR RUNOFF,
DESIGN CRITERIA/SPECIFICATIONS:
DESIGN: (1) PROVIDE ROCK STABIUZATION WHEREVER THERE IS THE POTENTIAL FOR
EROSION OF TEMPORARY CONSTRUCTION ROUTES BY CONSTRUCTION TRAFFIC DURING WET
WEATHER; (2) ROCK STABILIZATION MAY BE UNNECESSARY WHERE SOILS ON SITE ARE
GRAVELLY; (3) A 6-INCH DEPTH OF 2- - 4- CRUSHED ROCK, GRAVEL BASE, OR CRUSHED
SURFACING RASE COURSE SHALL BE APPLIED IMMEDIATELY AFTER GRADING OR THE
COMPLETION OF UTILITY INSTALLATION WITHIN THE RIGHT-OF-WAY. A 3-INCH COURSE OF
ASPHALT TREATED BASE (ATM) MAY BE USED INSTEAD OF THE CRUSHED ROCK.
PROCEEDURE'_ (1) WHERE FEASIBLE, ALTERNATIVE ROUTES SHOULD BE MADE FOR
CONSTRUCTION TRAFFIC; ONE FOR USE IN DRY CONDITION, THE OTHER FOR WET CONDITIONS
WHICH INCORPORATES THE MEASURE LISTED BELOW; (2) TEMPORARY ROADS SHOULD
FOLLOW THE CONTOUR OF THE NATURAL TERRAIN TO THE EXTENT POSSIBLE. SLOPE SHOULD
NOT EXCEED 15 PERCENT. ROADWAYS SHOULD BE CAREFULLY GRADED TO DRAIN
TRANSVERSELY. PROVIDE DRAINAGE SWALES ON EACH SIDE OF THE ROADWAY IN THE CASE
OF A CROWNED SECTION, OR ONE SIDE IN THE CASE OF A SUPER ELEVATED SECTION. (3)
INSTALLED 114LETS SHALL BE PROTECTED TO PREVENT SEDIMENT LADEN RUNOFF FROM
ENTERING THE STORM SYSTEM (SEE BMP'S ON FILTER INLET BARRIERS).
MAINTENANCE: INSPECT STABILIZED AREAS REGULARLY, ESPECIALLY AFTER LARGE STORM
EVENTS. ADD CRUSHED ROCK IF NECESSARY AND RE -STABILIZE ANY AREAS FOUND TO BE
ERODING.
CONTROL MEASURE DUST CONTROL
PURPOSE: PREVENTS SURFACE AND AIR MOVEMENT OF DUST FROM EXPOSED SOIL SURFACES.
DESIGN CRITERIA/SPECIFICATIONS: (1) MINIMIZE THE PERIOD OF SOIL EXPOSURE THROUGH
USE OF TEMPORARY GROUND COVER AND OTHER TEMPORARY STABILIZATION PRACTICES. (SEE
BARE GROUND BMP'S) (2) SITE SHOULD BE SPRINKLED WITH WATER UNTIL SURFACE IS WET.
REPEAT AS NEEDED. TO PREVENT CARRYOUT OF MUD ONTO STREET, REFER TO STABILIZED
CONSTRUCTION ENTRANCE BMP IN THIS SECTION. (3) SPRAY EXPOSED SOIL AREAS WITH AN
APPROPRIAT: DUST PALLIATIVE NOTE: OIL IS PROHIBITED FOR USE AS A PALLIATIVE
CONTROL MEASURE: LIMIT CLEARING OF SITE.
PURPOSE: REDUCES LIKELIHOOD OF, OR EXTENT OF, TURBIDITY IN DOWNSTREAM
STORMWATER BY MINIMIZING THE SOURCE OF SILT PICKED UP ON SURFACE RUNOFF.
DESIGN CRITRRIA/SPECIFICATIONS: CLEARING SHOULD BE LIMITED TO THE MINIMUM AREA
NECESSARY TO PERFORM WORK AND IMMEDIATELY REVEGETATE CLEARED AREAS. WHEN
POSSIBLE, CONSTRUCTION SHOULD BE PLANNED IN STAGES, AND ONLY THE STAGE BEING
WORKED ON SHOULD BE CLEARED. ONCE WORK IS COMPLETED, A GIVEN STAGE OF
CONSTRUCTION SHOULD BE IMMEDIATELY REVEGETATED OR OTHERWISE STABILIZED.
CONTROL MEASURE: COVER AREAS LEFT UNWORKED FOR MORE THAN 48 HC
(SEE ALSO MULCHING. SODDING, PLASTIC SHEETING BMP'S).
PURPOSE: MINIMIZE THE AREA EXPOSED TO RAINFALL AND SURFACE RUNOFF, THEREBY
REDUCING THE AMOUNT OF EROSION OF BARE GROUND AND THE AMOUNT OF SEDIMENT THAT
MIGHT COLLECT IN SEDIMENTATION CONTROL STRUCTURES, SUCH AS SEDIMENT PONDS OR SILT
FENCES.
DESIGN CRITERIA/SPECIFICATIONS: DURING THE TIME PERIOD OF OCTOBER 1 THROUGH APRIL
30, AND AT OTHER TIMES OF THE YEAR MEN THERE ARE EXTENDED PERIODS OF INCLEMENT
WEATHER, All PROJECT -DISTURBED SOIL AREAS THAT ARE TO BE LEFT UNWORKED FOR MORE
PRECIPITATICN AND THE ASSUMPTION THAT AREAS NOT BEING WORKED ARE UK
THAN 48 HCURS SHOULD BE COVERED BY MULCH, SODDING, OR PLASTIC COVERING. THIS
PROCEDURE IS BASED ON THE INCREASED POTENTIAL FOR, AND CONSEQUENCES OF, FAILURE
OF EROSION AND SEDIMENTATION CONTROL STRUCTURES DURING THIS PERIOD OF HIGH
ELY TO BE
LEFT UNATTENDED.
CONTROL MEASURE: MULCHING. (SEE ALSO NETS AND MATS).
PURPOSE: MULCHING PROVIDES IMMEDIATE TEMPORARY PROTECTION TO EXPOSED AREAS
AND ALLOW:: GERMINATION AND PROTECTION OF SEEDED AREAS BY CONSERVING MOISTURE,
MODERATING SOIL TEMPERATURES, AND HOLDING FERTUZER, SEED AND TOPSOIL IN PLACE.
DESIGN CRITERIA/SPECIFICATIONS:
DESIGN: (1) PREPARE SOIL AS FOR SEEDING; (2) FOR APPLICATION RATES AND
SPECIFICATIONS, SEE TABLE 3-1t*; (3) NETS AND MATS USED IN CONJUNCTION WITH MULCH
SHOULD BE USED ON SLOPES STEEPER THAN 2:1; (4) WOOD FIBER CELLULOSE BLANKET ARE
CONSIDERED PROTECTIVE MULCHES AND CAN BE USED ALONE ON ERODIBLE SOILS AND DURING
ALL TIMES CF THE YEAR.
MATERIALS: (1) HAY OR STRAW: USE STRAW WHERE MULCH EFFECT IS TO BE MAINTAINED
FOR MORE THAN 3 MONTHS. HAY AND STRAW ARE SUBJECT TO WIND BLOWING UNLESS KEPT
MOIST OR TI`:D DOWN. THEY ARE THE MOST COMMON AND WIDELY USED MULCHING
MATERIAL; GOOD FOR EROSION CONTROL IN CRITICAL AREAS. ANCHOR BY CRIMPING, DISCING,
ROWING OR PUNCHING INTO SOIL, COVERING NTH NETTING, SPRAYING WITH A CHEMICAL OR
FIBER BINDER OR BY KEEPING MOIST; (2) WOOD FIBER CELLULOSE (PARTLY -DIGESTED WOOD
FIBERS): WHEN USED FOR EROSION CONTROL. ON CRITICAL AREAS, THE APPLICATION RATE
SHOULD BE DOUBLED. APPLY NTH HYDROMULCHER, NO TIE DOWN IS REQUIRED, PACKAGED
IN 100-LB EIAGS. NOT RECOMMENDED FOR HIGHLY ERODIBLE SOILS IN HOT WEATHER; (3)
GRAVE, CRUSHED STONE OR SLAG: EXCELLENT MULCH FOR SHORT SLOPE AND AROUND WOODY
PLANTS AND ORNAMENTALS. USE MERE SUBJECT TO FOOT TRAFFIC; (4) CORN STALKS:
SHREDDED INTO 4' - 6" LENGTHS, DECOMPOSES SLOWLY AND RESISTS WNDBLON (5) WOOD
CHIPS: CANNOT BE CLOSELY MOWED. DECOMPOSE SLOWLY AND DO NOT REQUIRE TACKING.
DOES NOT PROVIDE NITROGEN TO SEEDS UNLESS TREATED. TENDS TO WASH DOWN SLOPES
STEEPER THAN 67, (6) BARK CHIPS/SHREDDED BARK: CANNOT BE CLOSELY MOWED.
ADDITIONAL (NITROGEN FOR SEEDS NOT REQUIRED. TENDS TO WASH DOWN SLOPES STEEPER
THAN 6X AVOID TILLING BARK OR SAWDUST INTO SOIL, AS IT TENDS TO REMOVE NITROGEN
FROM SOIL, 'RELEASING IT ONLY WHEN IT DECAYS.
PROCEDURE£:: (1) MULCHES SHOULD BE USED FOLLOWING TEMPORARY OR PERMANENT
SEEDING; (2) MULCHING SHOULD IMMEDIATELY FOLLOW SEEDING IN AREAS WITH SLOPES
STEEPER THAN 2.1: (3) MULCHES SHOULD BE USED IN CLEARED AREAS THAT CANNOT BE
SEEDED BECAUSE OF THE SEASON; (4) MULCHES SHOULD BE USED ON EXPOSED SOILS
(INCLUDING STOCKPILES WHICH ARE NOT FINAL GRADED WITHIN 15 DAYS) UNLESS COVERED
NTH PLASTIC SHEETING.
MAINTENANCE: MULCHED AREAS SHOULD BE CHECKED PERIODICALLY, ESPECIALLY
FOLLOWING SEVERE STORMS, MEN DAMAGED AREAS OF MULCH OR TIE-DOWM MATERIAL
SHOULD BE REPAIRED.
**-SEE TABLE 3-1, THIS SHEET
STABILIZATION NOTES (CONED.)
CONTROL MEASURE: TEMPORARY EROSION CONTROL SEEDING. (SEE ALSO
TOPSOILIN G SURFACE
ROUGHENING MULCHING, PLASTIC
SHEETING AND NETS AND MATS).
PURPOSE: REDUCES EROSION AND SEDIMENTATION BY TEMPORARILY STABILIZING EXPOSED
SOILS FOR UP TO
1 YEAR.
DES!CRITERIA/SPECIFICATIONS: GN 1 SEEDING CAN BE DONE DUR
ING RING THE PERT
R
OD OF
MARCH 1 THROUGH SEPTEMBER 30 (If PLANTED BETWEEN MAY 15 AND AUGUST 15 IRRIGATION
MAY BE REQUIRED). SEEDING CAN SOMETIMES ALSO BE DONE SUCCESSFULLY DURING THE
REMAINDER OF THE YEAR, OCTOBER 1 THROUGH FEBRUARY 29, PROVIDED THAT THE SEED BED
IS IMMEDIATELY STABILIZED BY MULCHING, NET/MATS OR PLASTIC SHEETING; (2) SITE
PREPARATION, INCLUDING THE INSTALLATION OF SURFACE RUNOFF CONTROL MEASURES,
SHOULD BE COMPLETED PRIOR TO SEEDING, THE SEED BED SHOULD BE FIRM BUT NOT
COMPACT, WITH A FAIRLY FINE SURFACE SURFACE ROUGHENING SHOULD BE DONE AT RIGHT
ANGLES TO THE SLOPE AND PREFERABLY TRACK WALKED UP SLOPE. TRACK WALKING IS
DRIVING A CRAWLER TRACTOR UP AND DOWN 'THE SLOPE, LEAVING A PATTERN OF CLEAT
IMPRIN
TS PARAL
LEL TO THE SL
OPE CONTOUR 3 HYDROSE IN S () ED G APPLICATIONS WITH
APPROVED SEED -MULCH -FERTILIZER MIXTURES MAY ALSO BE USED; (4) SOIL
AMENDMENTS/FERTILIZERS SHOULD BE APPLIED AS RECOMMENDED BY SUPPLIERS. WHEN
SEEDING OVER SUBSOIL (WITHOUT TOPSOIL),
W 0 SOIL AVOID OVER -FERTILIZING, (SP ).E EgALLY NE AR
AQUATIC FEATURES. INSTEAD, USE MULCH TO ASSIST IN NOURISHING SOIL PROJECT SITES
ADJACENT TO BODIES OF WATER MUST USE N(N-PHOSPHORUS FERTILIZER; (5) APPLY AN
APPROPRIATE SEED MIXTURE TO THE PREPARED SEED BED AT A RATE OF 120 LBS. PER ACRE
TABLE 3
- s�
2 GIVES RECOMMENDED POR ' lEM AR r EROSION CON
TROL SEED I M XTURE.
MAINTENANCE: (1) INSPECT SEEDED AREAS FOR FAILURE AND MAKE NECESSARY REPAIRS
AND R IM
MEDIATELY. MMEDIATE Y•
L 2 SHO
ULD OULD BE SUPP
LIED PLIED WITH ADEQUATE MOISTURE
SUPPLY WATER AS NEEDED, ESPECIALLY IN ABNORMALLY HOT OR DRY WEATHER, OR ON
ADVERSE SITES. WATER APPLICATION RATES SHOULD BE CONTROLLED TO PREVENT RUNOFF.
INSUFFICIENT AMOUNTS OF WATER MAY BE MORE HARMFUL THAN NO WATER.
CONTROL MEASURE: PLASTIC SHEETING
PURPOSE: PROVIDES IMMEDIATE TEMPORARY EROSION PROTECTION TO SLOPES AND
DISTURBED AREAS THAT CANNOT BE COVERED BY MULCHING. ALSO, PROTECTS DISTURBED
AREAS WHICH REQUIRE COVERING DURING PERIODS OF INACTIVITY IN WINTER MONTHS.
PLASTIC SHEETING IS THE PREFERRED COVERING FOR SEED BEDS PLANTED DURING WINTER
MONTHS, IN THAT IT NOT ONLY PROTECT AGAINST HEAVY RAINS BUT ALSO PROVIDES WARMTH
AND LIGHT TO PROMOTE GERMINATION AND GROWTH OF SEEDS.
DESIGN CRITERIA/SPECIFICATIONS: (1) PLASTIC SHEETING SHOULD HAVE A MINIMUM
THICKNESS OF 6 MIL AND MEET THE REQUIREMENTS OF WSOOT/APWA SECTION 9-14.5; (2)
COVERING SHOULD BE INSTALLED AND MAINTAINED TIGHTLY IN PLACE BY USING SANDBAGS
OR TIRES ON ROPES WITH A MAXIMUM 10 FOOT GRID SPACING IN ALL DIRECTIONS ALL SEAMS
SHALL BE TAPED OR WEIGHTED DOWN FULL LENGTH AND THERE SHOULD BE AT LEAST A 10 -
24-INCH OVERLAP OF ALL SEAMS. SEAMS 'HOULD THEN BE ROLLED AND STAKED OR TIED;
(3) COVERING SHOULD BE INSTALLED IMMEDIATELY ON AREAS SEEDED DURING WINTER
MONTHS, AND REMOVED AS SOON AS POSSIBLE ONCE VEGETATION IS WELL GROWN TO
PREVENT BURNING THE VEGETATION THROUGH THE PLASTIC SHEETING, WHICH ACTS AS A
GREENHOUSE; (4) WHEN COVERING IS USED ON UNSEEDED SLOPES, IT SHOULD BE LEFT IN
PLACE UNTIL THE NEXT SEEDING PERIOD; (::) PLASTIC COVERING SHEETS SHOULD BE BURIED
TWO FEET AT THE TOP OF SLOPES IN ORDER TO PREVENT SURFACE WATER FLOW BENEATH
SHEETS.
MAINTENANCE: PLASTIC COVERING MUST BE CHECKED OFTEN FOR RIPS AND PLACES WHERE
THE PLASTIC MAY BE DISLODGED. CONTACT BETWEEN THE PLASTIC AND THE GROUND SHOULD
ALWAYS BE MAINTAINED. ANY AIR BUBBLES FOUND SHOULD BE REMOVED IMMEDIATELY OR
THE PLASTIC MAY RIP DURING THE NEXT WINDY PERIOD. RE -ANCHOR OR REPLACE AS
NECESSARY.
**-SEE TABLE 3-2, THIS SHEET
o
W
O
n
U!
WL
I
Site Plan
GRAPHIC SCALE
( IN FEET )
1 inch = 10 IL
W/ Gr99
Garade
IF Pea.
0
0
TABLE 3-1 MULCH MATERIAL, APPLICATION RATES AND SPECIFICATIONS
MULCH MATERIAL
QUAULTY
APPUCATION
APPLICATION RATI_S
DEPTH OF
STANDARDS
RATES
PER ACRE
APPLICATION
PER 1D00 SQ FT
GRAVEL,
WASFED: 3/4' -
9 CU YDS
400 CU YDS.
3"
CRUSHED STONE
1-1/2" SIZE
OR SLAG
HAY ORS AW
AIR-DRIED FREE
-
75 i 00 LBS.
1. - 2.5 TONS
YSURFACE
FROM UNDESIRABLE
2-3 BALES
(90-100 BALE)
E ENT
SEED k COARSE
(MIN. 2')
MATERIAL
WOOD FIBER
DIED GREEN.
25-30 LBS
ROOD-1500 LBS,
2'
CELLULOSE
NO GROWTH
ORGANISM
INHIBTING FACTORS
-
TABLE 3-2 TEMPORARY EROSION CONTROL SEED MIXTURE
NAME
PROPORTIONS BY
PERCENT
PERCENT
HEIGHT
PURITY
GERMINATION
REDTOP A GROSTIS A LBE
(
I OX
92%
90%
ANNUAL RYE (LOLIUM
10X
98%
90%
MULTIFODUM)
CHEWINGS FESCUE (FESTUCA
WX
97X
80%
REBRA COMMUTATA)
JAMESTOWN, BANNER,
SHADDOW OR KOKET
WHITE DUTCH CLOVER
LOX
96%
90R
(TRIFODUM)
PEIRIT # Bib
- 0 5 0202
JEFFERSON COUNTY 9
Legend
APPROVED
SITE PLA
m Im INN = Im PROPOSED CULVERT
— — — — — —
SURFACE DRAINAGE
MAR - ^ 2006
D S
DOWN SPOUTS TO CATCH BASIN
IN S- DIA., PVC PIPE
iEFFER
SILT FENCE, SEE DETAIL C
DEPT. OF CO
SIGNATURE: 15CO
15-1
e--Y—
STRAW BALES, SEE DETAIL
----------------
APPROVED
CLEARING LIMITS
STORM WATER PLC
ASFHALT SURFACE
CONCRETE SURFACE
SS
PROPOSED SANITARY SEWER LINE
1EFF M C Y
PROPOSED WATER LINE
OF" OF
IGNATURE:
W
®
PROPOSED 120 GAL PROPANE TANK
0
U
DS - -
CLEARED REA 13,092 SQ. FT.
IMPERVI S AREA - 3.317 SQ. FT.
EXPIRES: JUNE 7. 2006
161.84,
REVI
n
NW
^�
IISN
NOTES:
YARD MANS TO BE CONSTCTIN ACCORDANCE WITH ASTMM C 14DUNLESS CONCRETEFROM PE,
ON THE PLANS OR NOTED IN THE SPECIFICADONS,
CUTOUT HOLE SIZE 5 EQUAL TO OUTLET PIPE OUTSIDE PLAN VIEW
DbWETER PLUS YARD DRAIN WALL THICKNESS.
CONNECTION TO OUTLET PIPE To BE MORTARED AND
MADE FLUSH WITH INSIDE Or THE YARD DRAIN WALL
GIST IRON BELL GRATE. FRS INTO BELL RECESS AND D ENDS
(F4LIUSH WITH FACE OF BELL THE GRATE SHALL HAVE SLDTS
1I1110 T�aELLUSU CONSTITUTE HALL BE FINISHEERCENT D TO A NW1_ROCIONAREA FOR EG
i FIT WffH ANY COVER POSITION.
® WASHED DRAIN ROCK, B INCHES MINIMUM DEPTH,
VANES 12 INCHES OR 18 INCHES.
SPECIAL CAST YARD DRAIN MAY BE REQUIRED FOR
MULTIPLE PIPE CONNECTIONS,
YARD DRANK IS NOT PERMITTED WITHIN THE RIGHT-OF-WAY.
ELEVATION VIEW
0 YARD DRAIN CONNECTIONS
N.TS.
MERGENCY CONTACT PERSON
JEFF EVANGER
PHONE: 1-360-437-2101
■
13,%2 sq.ft.
0.3C acres
C
N 86015'05"
— 2
MacLearn
Civil
159 Wyatt Way,
phone: (206) 84�
- rulL/��4�ulluOma��nrr
❑
1�
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lot
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I
1=�
F
II
a
F-S
It
2 2006
9,0 LF, 8" IN 12
❑ I 1
To CB In Lot 68 I
Min. SL=0.0100 1 ilL "JPJ nPl1
(SEE SHEET C-2) I I
cps
mnwii
I
I
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--
11
- -------- I.
Type I CB w/ Vaned Grate
Set Grate 0.3' Below
Natural Grade
— ARcn6 -F-�
CLIENT
Port Ludlow Associates
ering, P.S.
ners Stormwater Site Plan (SWPPP)
a, WA 98110 Lot 65, Resolute Lane
(206) 480-2408 DRAWN BY CAB DATE February 22, 2006 JOB N0 25510
CHECKED BY MCM SCALE 1 "=1 O' SHEET 1 OF 3
dit z37