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BLD2005-00557
_________.....................ak r NO " BUILDING PERMIT APPL '! N Jefferson County Department of Community DevelopmentMLA05-00526 621 Sheridan StreetReview Type:I Port Townsend, WA 9368 PERMIT#: BLD05-00557 SITE ADDRESS: 850 TALA SHORE DR PORT LUDLOW Received Date: 8/29/2005 OWNER: 98365 GARY F GREENE BETTY R GREENE 2442 NW MARKET ST# 166 PHONE: SEATTLE WA 981074137 SUBDIVISION: PARCEL NUMBER: 821151005 Block:Section: 15 Township: 28 N Lot: CONTRACTOR: Range: 01 E PHONE: PHONE: REPRESENTATIVE: PHONE: PROJECT DESCRIPTIOP NSFR TYPE OF WORK v TYPE OF IMP RES SQUARE FOOTAGE:, VALUATION NEW CODE EDITION: 370,000.00 MAIN: 1 9 35 OCCUPANCY: 2R-3 ADD'L: 1,072 R 3 HEAT BASE: 72Z. HEAT TYPE: EEE OCCUPANCY: UNHEATED: 0 HEAT TYPE: CONST TYPE: OTHER: # OF STORIES: CONST TYPE: 5N 100 GARAGE: SHORELINE: SEWAGE DISPOSAL: DECK: 340 SETBACK: WATER SYSTEM: ALT BANK HEIGHT: PWELL BEDROOMS: BATHROOMS. Exist: p Exist: 0 Prop: 2 Total: 2 Prop: 2 Total: 2 Routing Date: 2-(l (( '-� f%I"> type Amount Paid 'otable Water A Bv: Date: Receipt: Application A ■ ID State Building Code $53.00 SLE 08/26/05 76446 •p,r• 'Ian Check $4.50 SLE 08/26/05 76446 $1,628.74 SLE JAN 2006 ' an 08/26/05 76446 $2,505.75 SLE 08/26/05 76446 Jefferson County Planning Total: $4,191.99 & Building Department CO-QS/ivy) &-e%15-'2-e-r___ i/AL r FAQ a I . • I • BUILDING PERMIT • Jefferson County Department 621 Sheridan p rtment of Community Development (360)379-4450 FAX (360 WA 98368 379 PERMIT#• ) -4451 SITE ADDRESS: BLD05-00557 850 TALA SHORE DR OWNER: PORT LUDLOW 98365 5/2/2008 Expiration Date Received Date: 8/29/2005 GARY F G Issue Date GREENE 5/2/2006 BETTY R GREENE 2442 NW MARKET ST# 166 SUBDIVISION: SEATTLE WA 981074137 PHONE:206-340 9670 PARCEL NUMBER: 821151005 Section: 15 Block: Township: 28 N Range: 01 E CONTRACTOR: D 1� h. 'b Lot: PHONE: PROJECT DESCRIPTION: PHONE: NSFR TYPE OF WORK RES SQUARE TYPE OF IMP FOOTAGE: VALUATION NEW CODE EDITION: 370,000.00 MAIN: OCCUPANCY: 2003 ADDL: 1,732 OCCUPANCY: R-3 HEAT BASE: 722 HEAT TYPE: CONST TYPE: UNHEATED: 0 EEE CONST TYPE: 5N OTHER: HEAT TYPE: GARAGE: 100 #OF STORIES: SEWAGE DISPOSAL; ALT DECK: SHORELINE: WATER SYSTEM: 340 SETBACK: PWELL BANK HEIGHT: BEDROOMS. BATHROOMS: Type Exist: 0 OMS: Potable Water q Amount Paid Prop: 2 Exist: 0 Application By: Date: State Building $53.00 SLE Receipt: Total: 2 Prop: 2 Code 08/26/05 Total: 2 Plan Check $4.50 SLE 76446 Permit $1 628 7 08/26/05 76446 4 SLE 08/26/05 76446 Plan Check $2,505.75 SLE 08/26/05 76446 Total: $102.00 KAS 04/13/07 89778 erections to Site: $4,293.99 HEALTH DEPARTMENT THIS PE AND PUBLIC WORKS UILDING INSPECTION PERMIT IS VALID FOR ONE YEAR OR IT REQUIRED LY RENEWED E TO FINAL INSPECTION CALL 24 HOURSDr N PROPERLY DULE INS Office Hours 9:00 IN ADVANCE TO SC HOT LINE a.m. -4:30 p.m. SCHEDULE INSPECTIONS. AVAILABLE 24 HOURS A DAY SPECIAL CONDITIONS APPLY-SEE ATTATCHED CONDITIONS for Building permit# :SW05-00557 1 ) The application was reviewed b Development staff on by the Jefferson Sensitive October 28, 2005 for the County Department of Community Areas (FBAs) under the potentialirone Aftere an initials ( provisions of the presence of envCon inspection graphic Information S Unified Development mentally the following ESAs Systems mapping review pment Code Suburban , the following were confirmed (UDC). designation; to be present on the subject an investigative site Landslide shoreline gnation; Susceptible Seawater Intrusion Area; Seismic Aquifer Rechargesubject property: Area Hazard; Bald Eagle Territory; Osprey Area; Level 2.) Aquifer Recharge (SIPZ). ry; (slight) Areas in Jefferson County Nest; Coastal that of the surface characterized by zone formations thatio allow q percolation arewater into the soils and the and permeable material to geologic formationsgeological serve as the yield significant that we contain sufficient saturated source of gnificant quantities of water to wells and springs. Aquifers 3) Susceptibleervs AquifercRecharge drinking water within that promotege Areas most of the ruralquifers rapid Rer har of recharge are those with portions l Jeffersonicco 4.) Geologicallyge waters to geologic and hydrologic County. Hazardous groundwater g conditions geologic material, and Areas in Jefferson Countyzedifers. geologic stability, erosion groundwater that may areeto createaepzed such as earth ' and water quality during combine by slope, soil type, quakes or severe rainstorsand after construction or due n s with slope 5.) A Type 5 9 natural events property. Stream variance(Fishto the and Wildlife Habitat Area Examiner A p stream buffer wasArea)grantedha been identified on theo to the proposed September 11, 2002. bysubject p posed p family residence. The variance the Jefferson Countytothe building setbacksingleadjoining. and detachedlgarage a 0 foot setback fra ing granted. A 40 foot setback from y witho an additionalas5 OHWMfoot the driveway to OWHM was also The stream will re from the Ordinary require a setback of 50-feet. have Buffers andHih ater Mark (OHWM The setback shall be Building Setbacks established Fish and measured horizontally 6�) Stream buffers are areas Wildlife Habitat Areas shall also minor pruning that shall be maintained in or alteration of vegetationtheir naturalcondition,t character of the buffer are 7.) Amongnot diminished.may be permitted as longhowever,the native conifer as the function and include, but are not colinifer specieso which may Shore Pine Grand Fir Y be used in buffers or for re-vegetation (Pin us Conited (Aibes grandis), Sitka SpruceSh Shore Pine ( ), Douglas Fir(Pseudotsuga st erns ed Cedar ), and Western Hemlock (Tsugaph Menziesii Among Heterophylla) )' Western Red Cedar) native tree species which may spr Macro y be used includes: MenLBig-Leaf Maple (Aphyllum), Red Alder Vine , Pacifica Madrone(Arbutus Bitter CherryQuaking (Populus Tre (Alnus Rubra (Prunus(Pro Aspen Pop mula), Black Cottonwood (PopulusTri (Arbutus (Rher (Prunu g ), Oregon White Oak Trirhorar (Rhamriana). ), Pacific Willow(Saliz Lasiandra (and c o Gar pa). Scoule ), and Scouler's ana), Cascara AmongWillow(Saliz native shrub species which may Af the Red Osier Dogwood (Corpus be used are: Sevice-Berry Spray ia) Red StoloniferarY allo ),(Amalanchier Spray Holod c Discolor), Indian Plum ) Salalra i fermis), a Shallop Nutkana), Swamp Red Flowering Currant( mlaria Cerasiformis ). Ocean (Sambucus p Rose Pi eying (Ribes SanguineurnP Wild Ninebark Nutka(Vaccinium wamp Rose (RosaPispa , Willows ), Wild Rose Ovatum Snowberry(SYmphoricar (Sal s E, Red Elderucrry kle (Rosa ), Red Huckleberry(VacciniumP Albus), g Huckleberry Pa►vifoliu �Evergreen $.) Marine shorelines and islands . r intrusion. Seawater intrusion is a condition in which the saltwater/freshwater i n aquifer moves wa inland soithat conitioptlnle a the i that is known as suitable foranotobtain freshwater interface public consumptiondrilled on upland areas cannot Maintaining without significant additional treatment and cost. a stable balance in the saltwater/freshwater interface is the rate of aquifer recharge withdrawals (primarily through through rainfall)and the rate ofgroundwater n agencygh wells). The Washington De primarily a functionhe of with statutory authorityto regulate groundwater County. ulate groundwater withdrawal for individual wells in Jd i Jefferson close unty. w°development, redevelopment, Ecology is the manner proximity marine shorelines in r shouldand land e developed ie i n sn uch as maximize aquifer rechar particular be the maximum 9e and maintain the saltwater/freshwaerbalance to extent possible by infiltrating stormwater runoff so that it recharges aquifer. 9.) The parcel is located within a coastal SIPZ the )according to the Countylis map. (seawater intrusion protection zone to GIS There are voluntary and mandatory Jefferson the 2e that a County Seawater Intrusion Policy measures identifiedSp in 23, of record. apply to well drilling proposals and building 1On 44-22, effective September 23,permit applications on existing lots shoeA Coastal SIPZ is defined as: all islands and area within one-quarter i hin 10, feut no history of chloride concentration above 10 ine feet. mile of 10.) Revised 5/2/06: 0 mg/L in marine 9 groundwater sources Letter dated January 21, 2003 from Jerry Smith: Condition 23 of the SPAAp a also indicatedn on the SP approval stated that" als "It s myAAD, which is an importanta 30-footcon deep vegetation buffer zone is stability.the file, I "It wasn't thatthe tent et refer to a buffer zone on to maintaining 30-foot zone on the SpgAp bluff show a 30-foot buffer. AAD that was approved on November 22 I would put considerable weight on the a In reviewing it is my conclusion that the buffer would not be re 2002 does not SPA myD and the conditionat are out o syncrequired. approved Sthe p. vde, 11.) A Geotechnical Report dated November 18 q So it seems that the with each other". approved was td in dated N conjunction with this , 2002 re Inc.Inof the geologic hazard area. application.Pared by ortNo addresse the so bilit the A setback of 50-- eet hall be The report addressed the stability 12 top bank to any structure. Landslide Hazard Areas and their associated buffers shallmeasured perpendicularly from Should sl buffer disturbance hr during remain eaturplly vegetated. Administrator shall re construction, the Unified Development getated. (UDC)to the Landslideo require replantingpment Code madethe UDCH Area or its associated nat'bufferr withve out prior alterations authorization by be Administrator. 13.) Prior to and during area shall approved construction activities, the area bufferer that it can be marked dire with a ctly observed from the con perimeter of thellandslide din su hazard temporary sign. The sign shall be the Existingweg statement: "Landslide Hazard Area and Bufferplaced in such a manconstruction area. The sign shall contain Vegetation, Do not Remove or Alter 14.) All construction activities shall not encroach upon th or e stream & landslide hazard area buffers. This includes the storagepreparation of materials. 15.) The applicant shall permanently from the permanently e the subject property separate the boundary of the Landslide Hazard row,Buffer other remainder ry P perty throughArea 16.) Criticalw, r anynyioth r prominent physical marking approved installing lAd trees, quaia d qui er Re ge Areas may requireialprby the UDC Administrator. mitigate watere The submitted special protection measuresionalaquifer protection measures. However, during does not requiremitigate Management Practicessure g construction the project shall follow theBest Me stormwater Management and facility design standards as identified and defined 7.) To helpg ment Manual for the Puget prevent seawater from intruding landward into underground in development Sound Basin. activity on Marrowstone Island, Indian Island and within marine shoreline shall be re aquifers, all new The identified e and required to infiltrate all stormwater runoff ons to.) mile of any buffer Fish1a feet Wildlife p abitat Area setback ofa 5 foot from (Type 5 Stream), shalld garage and a vegetative WHM to the proposed detached residence the OHWM building setback adjoining single family and a 40 foot setback from the driveway 19.) A permanent physical separatio installed and permanently maintained. Such separation can include installing ng the boundary of the stream buffer are_a hedgerow, or any other prominent physical markingapproved -II be 20.) a hedgerow, rower any perimetersesha be marked wlthtemporary logs, trees, parcel or every one hundred (100)be feet, with e at to intervale UDC of Administrator.nr s. signsn shalln of one or t and during construction activities. The signs shall contain the following statement: - Do Not Remove or Alter Existing Vegetation." Signs be in place prior to 21.) VOLUNTARY MEASURES OF "Buffer Water conservation measures: COASTAL &AT RISK SIPZ: 1. Roof and other intercepted precipitation shall be routed to on-site detention and/or other approved means and allowed to be released to the soil slowly. 2. Water collected from Storm water and roof catchments may be used for watering ponds lawns and gardens. Unless catchment water has been treated to meet drinking standards, there shall be no cross connectionswatering impounded water. allowed between the potable s water 3. Water withdrawn from wells on each property shall not be used for wateringsupply and and/or gardens. of 4. Ground water withdrawn from each property shall be restricted to a rate of three lawns gallons per minute. 5. Installation of water conserving fixtures such as low flow toilets, faucets and shower (3)r restrictors and other water saving plumbing fixtures. 6. Landscaping plan (xerisca in shower P g, native vegetation with minimal amounts of irrigation). Please NOTE that the above listed measures are not intended to be exhaustive, is intended to be illustrative of the types of water conservation measures. 22.) VOLUNTARY MEASURES OF COASTAL &AT RISK SIPZ: but rather 1. Installation of a flow meter. 2. On-going well monitoring for chloride concentration. 3. Submittal of monitoring data to County. 23.) MANDATORY MEASURES FOR COASTAL SIPZ: 1. For proof of potable water on a building permit application, applicant 2. If public water is unavailable, a must utilize DOH-approved public water system if available. potable water or an individual well may be used as proof of potable water subject qua ifying alternative system may be used as proof of following requirement: a. Chloride concentration of a laborato to the building permit application. �'-certified well water sample submitted with 3. If public water is unavailable, a qualifying alternative system may be used as potable water. y with Water The property owner shall comply proof of b by the UDC Administrator). P Conservation Measures (per list maintained 25.) The project shall adhere to the Best Management Practices (BMPs) to erosion and sediment during construction. BMPs shall address permanent measures stabilize soil exposed during construction, and in the design and o control stormwater, and drainage control systems. to 26.) An engineered Drainage, Aeration of stormwater g Erosion, and Sediment Control Plan dated August 2005 has been prepared by Northwestern Territories, Inc. and approved by the Dear Community Development. Once the subject permit has been issued the applicantof fully implement the provisions of the submitted plan and contact the JeffersonmCot County Department of Community Development to arrange a schedule to inspect thpetty f plan compliance. A Certificate of Occupancy will not be issued until the Department County verifies plan compliance. No clearing for roadways or utilities shall ocur on the property for site until clearing necessary for the intallation of temporary sedimentation and erosion control measures have been completed. d project 27.) A Hydraulic Project Approval (HPA 1, yd Project work ), Control No. 102795-1 was a pioved on September commence on September 6, 2005 and shall be completed by November 15, 2006. Proponent/contractor shall adhere to all cond 28.) In addition to Jefferson County permit conditions, the project pro on all conditions set forth by the Washington Department of Fish and Wildlife of sod HPA. Hydraulic Project Approval. P from review under ant shall comply with 29.) Jefferson County determined that this proposal is categorically exemptthrough the State Environmental Policy Act(SEPA) pursuant to WAC 197-11-800 1 30.) The revised site plan received or under the UDC, has been a tober 19, 2007 has been reviewed for co ency e__________________e undrthe Development. and approved by Jefferson County Department of Community site plan dated October d22 2007 shall be resubmitted es, and/or additions o�e to the dtampd, a Jefferson County Department of CommunityDevelopment. view and approvalapproved 31.) This approval is for a single family residence, detached garage with by rock retaining wall only. Any future permits on this site are subject to reviewot bridge, and consistency with applicable codes and ordinances and does not preclude review conditions which mayp for 32.) Outdoor residential storage shall beced on f maintained uture lin an orderlyview and fire, safety, health or sanitary hazard. manner and shall create no 33.) Not more than two (2) unlicensed or inoperable vehicles shall be stored than one-half acre unless totally screened from view of neighboringdwellings rights-of-way. on any lot less y Such screening shall meet all applicable performance and development standards specific to the district in which the storage is kept, and shall kepi the character of the area. Screening shall meet the requirements of Unifiedp t Code (UDC) be in keeping with Section 6. Outdoor storage of thirteen (13) or more unlicensed or inoperable vehicles is prohibited except in those districts where specified as an auto Development yard or junk (or salvage)yard and allowed as a Permitted Use in Table 3-1 and such storage shall meet the requirements of UDC Section 4.10. In nocase,e wrecking such unlicensed or inoperable vehiclesbe stored in an EnvironmentallySensitive of the UDC, (ESA). shall any 34.) Maximum lot coverage is not to exceed 25%. Lot coverage is defined u Areaf impervious surface which includes roof tops, driveways, concrete, etc. as amount of 35.) The building height is not to exceed 35 feet. 36.) Exterior lighting for residential uses shall not exceed twenty feet(20') finished grade, excepting when such lighting is an integral part of a building Ground level lighting is encouraged. ( 0) in height from the 37.) Lighting fixtures shall be designed and hooded to prevent the light or structure. directly visible from outside the boundaries of theproperty. di a lighting, 9 intensitys from being 9 g, during construction and after project completion shall not adverselyaffect use of surrounding properties or adjoining rights-of-way. The or brightness of 38.) Minimum setback from Tale Shore Drive right-of-way shall be 20-fe the setbacks shall be 5 feet. (REVISED 10/22/2007: shoreline bluff shall be 40 feet based on shoreline averaging of adjacent Miresidences). side yard Minimum setback from OWHM to residence and detachedMinimum setback from the top of the additional 5 foot building garage shallbe 10 feet with an OWHM setback adjoining and a 40 foot setback from the driveway to 39.) A minimum of two (2) on-site parking spaces shall be residence. provided for the single family 40.) The parcels have been designated as RR 1:5 under the Jefferson County Comprehensive Land Use Map effective August 28, 1998 41.) An address of 850 Tala Shore Drive, Port Ludlow has been assigned Shore Drive is a is a county local access road (C509109 . extends beyond the jurisdiction of the county road and is considered private the road.parc Tala 42.) A SPAAp (ZON01-0064) was finaled on August 21 2003.) However, the subject parcel was conducted on August 5, 2002 for a variance from a stream setback. road. Apre-application conference (ZONO2-0009) for a stream setback was finaled on August 21, 2003. A evaluations (OTH03-0004 & OTH03-0012) were finaled. k� A variance l ( with the buildingwet-season garage issued willh be issued withp the residence builbuilds (permit05 septic permit for detached garage w/ADU for a bridge willh be issued with the permit 0 57) A bu a permit for (BLD05-0057 for a footine to the beach wille be issued residence.with A building permita 43.) REVISED 10/22/2007: residenceA shoreline per An Addendum dated September 20, 2007 to the geote hltreport was submitted by NTI stating that a 40 foot setback from top of bank is ado does not alter the conclusions, recommendations, or limitations of theprevious quate and The building setback from the bluff to the house should be at least 50- n orderre to t. provide an adequate setback for the proposed home for at least the economic provide ure. feet in if of t life the 44.) Bare soils are subject to erosion, Native vegetation that requires little or no irrigatiund on would ber should bmost benee fiecal Also, -iteined. existing established trees and brush on the bluff provide stabilization to the bluff should be left in a relatively natural state. Selective thinning and pruningcan the improve the view. and 45.) Heavy irrigation or other activities that would contribute large be utilized to should be avoided. One cause of landslides is the presence of excessive groundwater g quantities of water to the soil the soil near the bluff. 46.) Runoff from roofs and other hard surfaces such as driveways and patiosg uddwater in controlled and routed to the beach via tightline or into the stream through a time system. These options are preferred rather than infiltration, which maycauseuseuld be destabilization of the bluff. Surface water dischage or sedimentation to adjacentrelease should not be significantly higher than pre-development conditions. 47.) Septic drainfields should not be constructed between the house and the properties bluff. 48.) All drainage control devices should be maintained in good working order and inspected at least once a year. n 49.) Silt fences or other acceptable sediment control devices may need to be utilized in order to prevent sedimentation to adjacent properties during construction. 50.) A Declaration of Restrictive Covenant was recorded on February 465235 for the purpose of combining APN's 821151006 & 821151005 strict) and septic purposes only. 3, 2003 under AFN 51.) TO ENSURE THAT THE PROVISIONS OF THE EROSION AND SEDIMENTy for building PLAN ARE FOLLOWED DURING CONSTRUCTION, THE COMPLETE TEXT PLAN SHALL BE INCLUDED IN THE CONSTRUCTION PLANS FOR THEPROJECT ETOL AND KEPT ON SITE AND MADE AVAILABLE TO THE CONTRACTOR AN OF SAID APPROPRIATE SUBCONTRACTORS. 52.) THE FOLLOWING BMP'S SHALL BE IMPLEMENTED IN ADDITION TOD LATER BE NECESSARY DUE TO CHANING AND UNFORESEEN SITE CO ANY THAT MAY A. INSTALL STRAW BALE CHECK DAMS AND SILT FENCING PER THE CONDITIONS: CONTROL MAP AT THE BEGINNING OF SAID DRAINAGE PLAN. DAMS, SILT FENCING, AND ANY ENTRAPPED SILTS AFTER THE EXPOSED SOIL ON THESITE ARE COVERED WITH VEGETATION AND/OR GRAVELS.REMOVE THE ED SOILS B. CONSTRUCT STORMWATER CONVEYANCE FACILITIES PER PLANS AT THE END OF SAID DRAINAGE PLAN. THE C. OTHER APPROPRIATE BMP'S SUCH AS LIMITATIONS ON ACCESS MINIMIZATION OF SOIL DISTURBING ACTIVITIES, ETC. AS DESCRIBED DRAINAGE PLAN SHALL BE IMPLEMENTED IF NECESSARY TO ACCOMTHEPLISH ROUTES, OBJECTIVES OF SAID DRAINAGE PLAN. IN SAID IT IS EXPECTED THAT MINOR ADJUSTMENTS, ESPECIALLY THE INSTALLATION OF ADDITIONAL BMP'S WHERE AN UNEXPECTED NEED ARISES, MAY NECESSARY DURING THE CONSTRUCTION PHASE OF THE PROJECT. REF SECTION V.B. "Stabilization and Sediment Trapping" BE ADDITIONAL BMP'S THAT MAY BE INCORPORATED AS PART OF THE DRAINAGE REFER TO pp g' OF SAID DRAINAGE PLAN FOR PLAN. 53.) CLEARING, GRUBBING, GRADING AND SIMILAR OPERATIONS SHALLTBEGIN UNTIL THE APPROPRIATE LIMITS ARE STAKED IN THE FIELD. THIS INCLUDES DELINEATING CLEARING LIMITS; PROPERTY LINES, EASEMENT LINES,NOT BUFFERS, AND SIMILAR BOUNDARIES. ONCE THESE STAKES ARE SET, CR SHALL BE TAKEN THAT THE STAKES ARE NOT DISTURBED. STREAM 54.) NO FLOWS OR DEPOSITS FROM EXPOSED OR DISTURBED SOILS CARE AVE THE PROJECT SITE. AS SOON AS UNEXPECTED THREATS TO ADJACENT PROPERTIES BECOMES APPARENT, SUFFICIENT MEASURES SHALL ARE TO KEN TO EITHER ELIMINATE THE SOURCE OF THE THREAT OR TO PROVIDE ADEQUATE LEVEL OF DEFENCE AGAINST THE THREAT. HALL BE TAKEN 55.) NO SOILS SHALL BE EXPOSED, OR GRADING OPERATIONS PERFORMED,DEDN ALL OF THE REQUIRED BMP'S IN THE DRAINAGE PATH BELOW THE EXPOSED HAVE BEEN COMPLETED. CLEARING, GRUBBING, ANDDI UNTIL OPERATIONS NECESSARY FOR THE CONSTRUCTION OF THE BMP'SAREA TO BE EXPECTED FROM THIS REQUIREMENT. GRADING ARE 56.) IT IS CRITICAL THAT THE SL OF DITCHES, BERMS, PONDS, AND STRUCTURAL ITEMS BE STABILIZED. THESE SLOPES WILL NOT ONLY S AR HED AS MUCH SILT AS ANY OTHER EXPOSED SLOPE, BUT THEIR EROSION COULD CAUSE THE FAILURE OF THE STRUCTURAL BMP. 57.) AFTER CUT OR FILL SLOPES ARE COVERED, THEY SHOULD BE MONITORED ENSURE THAT THE COVERING IS FUNCTIONING AS INTENDED AND THAT RILLS ARE NOT FORMING UNDER OR THROUGH THE COVERING, 58.) UNDERGROUND UTILITY CONSTRUCTION SHALL PROCEED SUBJECT TO FOLLOWING CRITERIA: THE A. A MAJOR SOURCE OF POTENTIALLY CONTAMINATED FLOWS IS FROM PUMPING OR OTHERWISE DEWATERING TRENCHES. FOR THIS REASON, FLOWS DISCHARGED FROM PUMPING OR OTHER METHOD OF TRENCH DEWATER SHALL BE CLOSELY MONITORED AND, EXCEPT WHERE THERE IS NO VISIBLE TURBIDITY, TREATED AS DESCRIBED IN THE DRAINAGE PLAN UNDER SECTION TITLED "DEWATERING CONSTRUCTION SITES". B. WHERE FEASIBLE, NO MORE THAN 500 FEET OF TRENCH SHALL BE OPENED AT ONE TIME. C. WHERE CONSISTENT WITH SAFETY AND SPACE CONSIDERATIONS, STOCKPILES OF EXCAVATED SOILS SHALL BE PLACED ON THE UPHILL SIDE OF THE TENCH. ANY SUCH STOCKPILES SHALL BE PROTECTED FROM EROSION AS PROVIDED IN SAID DRAINAGE PLAN. D. TRENCHES SHALL BE BACKFILLED AND REVEGETATED AS SOON AS REASONABLY POSSIBLE FOLLOWING PLACEMENT OF UTILITIES. WHEREVER TRENCHES RUN MORE OR LESS STRAIGHT UP AND DOWN A SLOPE, EITHER THE BACKFILL SHALL BE MOUNDED OVER THE TRENCH OR WATERBARS OR SIMILAR BMP'S SHALL BE UTILIZED AS NECESSARY TO PREVENT THE BACKFILLED TRENCH FROM BECOMING A WATER COURSE. SIMPLY COVERING THE EXPOSED SOIL MAY NOT PREVENT THE TRENCH FROM CONVEYING WATERS. E. WHERE THE UPSTREAM END OF A PIPE IS SUBJECT TO INUNDATION, IT SHALL BE TMEPORARILY CAPPED OR PLUGGED AT THE END OF EACH DAY'S WORK TO PREVENT SOIL FROM BEING WASHING INTO THE PIPE. F. THE UNDERGROUND UTILITY LOCATE SERVICE, 1-800-424-5555, SHALL BE CALLED A MINIMUM OF 48 HOURS (2 WORKING DAYS) PRIOR TO BEGINNING ANY EXCAVATION AND ARRAGEMENTS MADE TO HAVE ALL. BURIED UTILITIES MARKED. 59.) TO PREVENT SOIL BEING TRACKED ONTO PAVED ROADS, THE ROADS SHALL BE CLEANED THOROUGHLY AT THE END OF EACH DAY IF THERE IS EVIDENCE OF ANY SIGNIFICANT ACCUMULATION OF SOIL. SEDIMENT SHALL BE REMOVED FROM ROADS BY SHOVELING OR SWEEPING AND BE TRANSPORTED TO A CONTROLLED SEDIMENT DISPOSAL AREA. WASHING OF THE STREET SHALL BE ALLOWED ONLY AFTER SEDIMENT IS REMOVED IN THIS MANNER. WHEREVER CONSTURCITON, DELIVERY, AND SIMILAR VEHICLES ENTER PAVED ROADS FROM THIS PROJECT, THE FOLLOWING PROVISIONS SHALL BE FOLLOWIED TO MINIMIZE THE TRANSPORT OF SOIL ONTO THE PAVED ROAD. A. DURING PERIODS OF DRY WEATHER ( WEHRE THE SOIL IS TOO DRY TO ADHERE TO THE TIRES OF CONSTRUCTION VEHICLES) CONSTRUCTION EHICLES ACCESS PAVED STREETS DIRECTLY FROM THE PROJECT SITE WITH MINITORING AND OCCASIONAL SWEPING OF THE PAVED STREET A SNECESSARY TO PREVENT ACCUMULATIONS OF SOIL. B. DURING PERIODS OF WET WEATHER (WHERE SOIL READILY ADHERES TO THE TIRES OF VEHICLES) THE VEHICLES MAY ACCESS GRAVELED ROADS DIRECTLY FROM THE PRJECT SITE AS NECESSARY, SUT SHALL NOT ACCESS PAVED ROADS WITHOUT FIRST HAVING BEEN ROUTED OVER AREAS WHERE EXISTING GRASS OR OTHER VEGETSTION REMAINS OR ROUTED DOWN A MINIMUM OF 150 FEET OF GRAVELLED ROAD. ACCESS ROUTES OVER GRASS OR OTHER VEGETATION SHALL BE CHANGED OCCASIONALLY TO ENSURE THAT WHEEL RUTS ARE NOT ALLOWED TO DEVELOP AND THAT THE VEGETATION IS NOT UNDULY WORN DOWN. 60.) REMOVAL OF TEMPORARY B, TEMPORARY EROSION CONTROL FACILITIES SHALL BE PROMPTLY ONCE THEIR PRESENCE IS NO LONGER REQUIRED (WITHIN 60 DAYS). DURING THEIR REMOVAL, ANY ENTRAPPED SEDIMENT SHALL BE DISPOSED REMOVED SUITABLE LOCATIONS ON THE PRJECT SITE WHERE THEY WILL NOT BE SUBJECT OT EROSION. DISTURBED AREAS LEFT AFTER THE RE O A IN SEDIMENTS SHALL BE PROMPTLY STABILIZED. MVL OF AS AN ALTERNATE TO THE REMOVAL OF ENTRAPPED SEDIMENTS, THEY MAY BE STABILIZED IN PLACE BY THE APPLCIATION OF SUITABLE BMP'S SUCH AS SODDING, MULCHING, SEEDING, ETC. IN NO CASE SHALL SEDIMENTS BE LEFT IN A CHANNEL OR WHERE THEY WOULD BE WASHED INTO RECEIVING WATERS BY THE NEXT STORM. 61.) CONTROL OF POLLUTANTS OTHER THAN SEDIMENT NO TOXIC OR NOXIOUS SUBSTANCES SHALL BE USED, STORED OR DISPOSED OF ON OR OFF THE PROJECT SITE IN CONJUNCTION WITH THE PROJECT EXCEPT IN FULL COMPLIANCE WITH ALL APPLICABLE FEDERAL, STATE, AND LOCAL LAWS AND REGULATIONS AND THE RECOMMENDATIONS OF THE SUPPLIER OF THE SUBSTANCE. THE PROJECT LABEL OR INSTRUCTIONS FOR USE AD THE MATERIAL SAFETY DATA SHEETS (MSDS) FOR SUCH PRODECTS SHALL BE KEPT ON THE SITE UNTIL THE PRODUCT HAS BEEN USED UP OR REMOVED FROM THE SITE AND PROPERTLY DISPOSED OF. WHILE NOT COMMONLY THOUGHT OF AS A HAZARDOUS MATERIAL, COMMON FERTILIZER CAN BE VERY DAMAGING IF ALLOWED TO ENTER RECEIVING WATERS. FERTILIZERS SHALL ONLY BE USED IN ACCORDANCE WITH THE RECOMMENDATIONS OF THE SUPPLIER AND ANY CONCENTRATIONS SUCH AS DRIBBLES OR LEAKS SHALL BE CLEANED UP. IN THE EVENT OF A SPILL OR OTHER UNUSUAL EVENT INVOLVING TOXIC OR HAZARDOUS MATERIALS, WORK IN THE VICINITY SHALL BE IMMEDIATELY STOPPED AND THE FOLLOWING AGENCIES NOTIFIED: WASHINGTON STATE DEPARTMENT OF ECOLOGY, (206) 459-6000 DURING NORMAL BUSINESS HOURS OR (206) 753-2353 AFTER HOURS. 62.) PRIOR TO FINAL BUILDING OCCUPANCY, PROPONENT SHALL SUBMIT A WRITT LETTER FROM NORTHWESTERN TERITORIES, INC. STATING THAT THE EN STORMWATER FACILITY HAS BEEN CONSTRUCTED IN ACCORDANCE WITH THE REQUIREMENTS OF THE "DRAINAGE, EROSION, AND SEDIMENT CONTROL PLAN DATED AUGUST 2005. 63.) Proponent shall comply with the planting requirements of the Habitat Management Plan prepared by Amy Lietman of Marine Sueveys &Assessments. A written letter from Ms. Lietman is required prior to final buidling occupancy to verify compliance of the Habitat Management Plan. 64.) The applicant shall fully adhere to all conditions and requirements of the eagle habitat management plan signed by WDFW on January 6, 2006 and signed by applicant on January 10, 2006. 65.) The parcel is served by an individual on-site well. 66.) 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. 67.) The proposal was reviewed for consistency with the Shoreline Management Master Program Section 3.402.5 and found to be consistent. The proposal is (1) a single family residence and a detached garage, (2) does not exceed 35 feet in height, (3) does not involve over-water construction and is located landward of the OHWM, (4) and meets all required setbacks as set forth in said SMMP. • � .iiiiON c06 JEFFERSON COUNTY . t DEPARTMENT OF COMMUNITY DEVELOPMENT I ,4 `4 N 621 Sheridan Street • Port Townsend • Washington 98368 i;l it 2 6 i3 360/379-4450 • 360/379-4451 Fax O www.co.jefferson.wa.us/commdevefopment Cs i. _ Master Permit Application Mta= l CIAOProject Description(in lude separate sheets as necessa ): TA; O e- :•,,,:.!P\ r, vu,.1-k de4Ckt OU"', ,`i� f-'',,e 6 G!' ,On'\ A✓A,"lic .,, 0I/411,At, L"s)i1- C.d)c„;E. (jcii— .ji, Tax Parcel Property J Number: 3 311 cod (Sri 0 t Size: Lf, 1 i g 7 ( square fe ) Site Address and/or Directions to Pro erty: t7 ) / L,� w Property Owner(s)of Record::;` i `���� rC' tic' / j "l t tea t( W Telephone:-fi t .,7 Ci >�-: 7 a"1 l/ Fax:.2O y tic email: ti y �„ Mailing Address: ..,/P I N p ,l i-11 r - �� t .-lr R f r'. -! J �ct� t,s./� �.fi� d Applicant/Agent(if different from owner): i ay.,C - Telephone: Fax: email: Mailing Address: What kind of Permit?(Check each box that applies) `1 Building ❑ Variance(Minor,Major or Reasonable Economic Use) ' `I Demolition Permit ❑ Conditional Use[C(a),C(d),or Cj** . Single Family ❑ Discretionary"D"or Unnamed Use Classification et Garage Attached etached Manufactured Home ❑ Special Use(Essential Public Facilities)** Modular Li Boundary Line Adjustment f I Commercial* ❑ Short Plat** iU Change of Use El Binding Site Plan** ❑ Long Plat** XLJ Address i Road Approach ❑ Planned Rural Residential Development(PRRD)/Amendments** Propane ❑ Plat Vacation/Alteration** 11 Allowed"Yes"Use Consistency Analysis ❑ Shoreline Master Program Exemption/Permit Revisions** X. Stormwater Management CIShoreline Management Substantial Development** C1 Site Plan Approval Advance Determination(SPAAD)* ❑ Shoreline Management Variance Temporary Use ❑ Comprehensive Plan/UDC/Land Use District Map Amendment ❑ Wireless Telecommunication* [1 Jefferson County Shoreline Master Program Amendment 'A Forest Practices Act/Release of Six-Year Moratorium *May require a Pre—Application Conference **Requires aPre-Application Conference Please identa any other local, state or federal permits required for this proposal, if known: H PA J Al i'pi DESIGNATION OF AGENT I hereby designate /J/ 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. 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 hreview and any required later inspections.Access and right of entry to this property shall be requested and shall occur only during regular business ours. �.,,� Signature:// 1\cull- , (* /). j Date: ! a ;/0 C t The action or actions Applicant will undertake 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)even if you are in compliance with the Jefferson County development code.The Applicant acknowledges that he,she or it holds individual and non-trap/zfe able responsibi for d ring to and complying with the ESA. The Applicant has read this disclaimer and signs and dates it below. Signature: . Lt✓L f-- ! f"�),..7 Date: W-.11 /C C:\Documents and Settings\mochil\Desktop\Master Permit Application 7-8-04.doc • 0 OWNER BUILDER STATEMENT The signer of this statement does hereby certify that they are the Owners of the parcel referenced herein,that they are not licensed contractors and that they will be as ming the responsibilit of the General Contractor for therproposed-pfeject. r Signature: �"t�— Date: _7:24-3 0 ''21, GENERAL CONTRACTOR OR MANUFACTURED HOME INSTALLER: PHONE:: FAX — MAILING ADDRESS: ( ) ! ( ) L.__..._.EMAIL—. _. — CONTRACTOR'S LICENSE WARNS NUMBER: L. i,,.f .,: NUMBER tia �:,;1-1° r - ARCHITECT/ENGINEER: g n^P t1-,-{ PHONE MAILING ADDRESS: i �)� i t' j,Z+;` ��h 7�{„ �jr �y�l EMAIL — 6 I f 11�� !�t+1'lc C�!^i Project Type: Frame Type: Bathrooms: . New Shoreline: Type of Sewage Disposal: A, Wood Existing: i Addition Sewer Steel Proposed: rh ? Bank Alteration/Remodel Concrete sl P,r,i,,r-y Iota Communitya Systemem Repair � � Height: Individual n MasonryI` S i Demolition ��""� SEP Permit# r Other: Bedrooms: Existing: -A �, Water Supply: Type of Heat:. Proposed: i i A.- Setback: ,,INC Private well Two Party 'I,-,:� "Y-Ni f vi �- x? d F yNY3' 'otal: .t"•x , -•;�,7 C r� Public s P < ' Name of System: yf V 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 IBC Occupancy: IBC Type of construction: Proposed you have Food If this is a Propane Tank and/or Appliance Installation permit,mark all items e ow that apply.Service? Yes / No ,Underground Tank I Above ground Tank Size of Propane Tank: ,3 OCR I Heat Stove *Cook Stove I Woodstove G." . Fireplace Insert )(Hot Water Tank i Pellet Stove �Other ¢33 Is this appliance being installed in a Manufactured/Mobile Home? Yes When applying for a permit to install a propane tank you must also submit C. site plan showing all of the buildings,all property No' lines, tank location and size, distances from the propane tank to all property lines,buildings and septic system components, including the reserve area. ISquare Footage For Office Use Only Current Proposed Amount Main Floor Main i 9 15 1 __consistency Review o 2Nu Floor C 7 1 78(�J1 % Base fee: 3fa Floor ✓ ,�Iv � ,� Additional Section: ...----- Mezzanine: Plan Check fee: 1.6, 2 Z,t Heated Basement State Surcharge fee: �f{ Unheated Basement -T-,‘-+ Pot Water Review fee: cis ( - 00 Other Unheated•- ���� CD'd Approach fee' _ T Garage/Carport Decks L TOTAL: $ rp .Qq e $4.4 R 1 ceipt Number: 41- t.LL Other {'�(?v �:T;c w�' �`CT�e 1 '�' V44 Cash/Check Number:23.24 too ESTIMATED COST(REQUIRED) `T'� �`/ •Fair market value of all labor and.•_-rr.Je*^•iun.a ion finish Date: i' t~ '� 6ILt t0� tiVil ,=437Ur ovv Initials: 1 C:\Documents and Settings\moctul\Desktop\Master Permit Application 7-8-04.doe i � Fw � t cNI w x o o ' t A g Z �N a c :g _ co4 I . '.; Z� CL OJ ] o i g ir_r"--- _ IT . w J 4 W a N x C � • W a =H .a LL g ' a0 O w ev tn w ala. p� � ,� y ED 0 i 1 1 o _ e c_ o aT o T ,llm, " I!' 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O - I In imm.F — �— — O \ I I \ 1 I la I \ 1 v\ / 1 1 I \�/ I I A . .c., 7, ///i\\\ . / \ I / \ I (DI' I 1 1 , �) "= mot' I I_Ill la I, II 2 j _ S I L © — — ��• AElira_I, ® ■ — — — .l ,9 _ — " O - R. © II , ® J I r C® loll 1 _411 _ __. •.. li d 5. 1 . rii r. . �I 611111i O1 — I I I- - - - - - - - - - - 00 .0—.9 -1- *-,1 .�01-'9 .�I-,L .11-,1 .9-,L 6 P X .01-,91 0 .0-S .a,n I I ,.ol .�9,9.__ , 0 0 0 1 0 w 7W AISLE NUMBER I SPECIES DIAMETER 1 I HEMLOCK 10-INCH ON TOP OF 48-INCH CEDAR STUMP 2 WHITE FIR 26-INCH 3 HEMLOCK 12-INCH 4 WHITE FlR 8-INCH 5 WHITE FlR 36-INCH 6 HEMLOCK 34-INCH 7 HEMLOCK 24-INCH 8 HEMLOCK 10-INCH 9 HEMLOCK 24-I1VCH 10 CEDAR 48-INCH 11 H£WLOCK 16-I04CH 12 HEMLOCK 14-INCH 13 HEMLOCK 74-INCH 14 ALDER 3O-INCH 15 HEMLOCK 10-INCH 16 MAPLE 24-INCH 17 ALDER 26-INCH 18 A44PL£ 30-INCH 19 HEMLOCK 36-INCH 20 HEMLOCK 12-INCH 21 HEMLOCK 24-INCH 22 HEMLOCK 10-INCH 23 CE67R 24-INCH 24 WHITE FIR 18-INCH 25 FIR !9-INCH 26 CEDAR a -INCH 27 CEDAR 9-1NCH 28 WHITE RR 20-INCH 29 WHITE FIR 20-INC14 30 WHILE FIR 18-INCH 31 WHITE FlR 18-INCH 32 WHITE FIR 16-INCH 33 FIR 36-INCH 34 CEDAR 26-INCH 35 FIR 22-INCH 36 HEMLOCK 22-INCH J7 RR 22 INC 3B CEDAR 37-INCH _nnwater s REVISED SITE PLAN Require daW I7 No been APPROVED 4b&,�7 by yLnL TREENE .ESIDENCE 5 0 TALA SHORE DR ',T LUDLOW , WA 98365 SITE SECTION: PROPOSED T,� 1eEi 19 2(101 miT # N�0 5 _055--- ON OUR iC FINNE ARCHITECTS 2 1 7 PINE STREET 12TH FLOOR • PENTHOUSE SEATTLE, WA 98101-1520 TELEPHONE • 206 / 467 - 2880 FACSIMILE 206 / 467 - 2882 SITE SECTION: PROPOSED E- M A I L nils@FINNE-com SCALE: 1/16" = V-O" , , SEE RELATED DOCUMENTS: i i 1. DRAINAGE, EROSION AND SEDIMENT CONTROL PLAN I , ' 2. SEPTIC DESIGN r r , NOTE: FOR ALL SEPTIC SYSTEM PIPING, TANALLATION _ _ ____ _, _ ___ _ __ — _ [!EJD n' SEEKSEPTICI DETSIGN DRAWINGSBY /- CREATIVE DESIGN SOLUTIONS. 7.03 -9 '34�'� 60.59 \ (�PROPERTY LINE ' -Op i 6t 7 _ 22 i : NOTE: --------•--�- / /�'��� im s 38 HOUSE DEMENSIONS ARE TO �O % 3 ��� " � PROPOSED NEW TREES TYP. CORNER OF CONCRETE - 37 \ DG I v 4pK _21 35 A6 �II �V \ I BENCH MARK v v �- EL 490' 19 �/�� 1� " �� 2 / o; 34 \ 14 + 2 I §" i WATE R LINE TO / S 1 J 0 L O t 3 \) SEE NOTE 3X r - v 6 �' - - I � w ' ° CROS 4M ® 90 / / SEPTIC T K AND SEWA PUMP f �� j O 12"X12" CATCH BASIN WITH 8 -1 _ _ -� �� �� i PER SE IC DESIGN MENTS ------------ DRIVEWAY PER,TRM SEEAND 1 \� ------ Ems_` \\` \\ �-�•al v ; ' ' 15 "/ / (OFES DESIGN DW IS) g / ��' , ; ' (VERIFY O� i \ TIGHT ON DRIVEWAY TO STORM SEWER � � / `" v �' �, ^ , LOCATION IN ELD) YE FY L % SEDIMENT COrJTROL PLAN \ cJ / 11y t. '_. L,{, -0, \ �I �I 4" PER PIPE UNDER 1 /' r ' WALL, TIGHTLINE TO DRAIN LINE y � 4 PERF I I v FOUNDATION I UNDER DRIVEWAY Rr1VEL D IVEWAY I, H�{F FLOW\ / , S; AgKING REA F70 � �" DRAIN 3If I APPROXIMATE LOCATION Of 1 / / SEPTIC FIELD \ C qq ✓ < j II C� / / / SEE SEPTIC DESIGN DOCUMENTSl10 \ �` " 0 / to Hood Canal FOR FINAL LAYOUT , 7 , t\ �• �.�`-.'- ����,; /� Aj i v '94 cue 0,, tti F l - APPROXIMATE /' / / / �4 + I , . w� , A 1 lL E - EDGE OF ROAD 7 % / 3 DARK LINES INDICATE NEW/REVISED '. - / i SEPTIC FI LD ' FIE �� FF p`- / / TOPOGRAPHY, TYP. �/ DASHED LINES INDICATE EXISTING v i v ! VERIFY HOUS - - W 1���`��' i ( V�` n�Z��� ��\f 12 NOTE: 11�pG� `� \ i� IGHT LINE STORM WATER TO - - - - - \� / / TOPOGRAPHY TO BE CHANGED, TYP. ,,- - - - _ ag kg �� \I 1 y�� / 2 LOCATION FIELD j ��1�t / BEACH PER DRAINAGE, EROSION - - I'I//Lot SEPTIC TANK AND PUMP CHAMBERS -I ``�\ PITCH ATER SYE/E O �SHE�P�FLOW� f TIE INS TO S.RM `/F / AND SEDIMENT CONTROL PLAN - // y -fr - - - - - c� - - - -LEST DOCUMENTS (VER LOCATIO ) / - / __ . \ 486, `0 _ :�C YSTEM PER D NAGE. / i - ---� k1 AND S T / �•� / / 30 CREATE SLOPE AWAY FROM GA E SLAB, fiYP— -- I OL/ PLAN 7 /j / ' 2 �3 - 10.17.07 CHH ADJACENT HOUSES' SETBACKS T / / �1 09.20.07 CHH SETBACK HOUSE LOCATION PROPANE TA1�Ir ON CONCRETE P D (VERIFY LOCATION IN FIELD) k$0 ^ °11 ~ 1q•Q" / _ sETeacK= 155'-s" � l7 G E � LqB` 1- , _ / 7 401 , ,.� / / r 27 /� DESCRIPTION OF REVISIONS L - - - - - - - SETBACK= 209'-8" 1 ! O NUMBER DATE BY 7 i / PEDESTAL - - - c 1 �� i \� 1 1� �� T s _F 74�� , 29 ! SATALITE DISH (VERIFY LOCATION) 100, o / 1 " ' - %� CONSTRUCTION SET 1 O SETBACK / ❑ \ l 1 \ I CO C 1 i Cam- ° r PROPOSED NEW TREES, TYP. so, v It v 10'' !L - � s ED y 0 10, 20' 30' 1'.40' ""'~ . - 4112 / I SETBACK �N89' �34 "Vl� 24 ;' \ ,, �� ! �, PRQPE TY LINE - _ REGISTERED I I \',IDE S J3ACK ' CARPORT -PVC TIN I BLDG 11 FRAME AND / SHED ' / S I I F06TING DR : ' PLASTIC TARP i 7f I I I .STORM �{jE 12-1 CH CUP —{ _ 1 ARCHITECT =479.97 QY HEIGHT,NOT TO / 0 5' ~ --- NILS C. FINNE / I 4tFOOT X 4-FOOT I — — - I EXCEED 4�7 ABOVE Jtl STATE OF WASHINGTON EL�CTRlC TRANSFORMER 12"X12" CATCH BASIN WITH 8" HDPE OR i GRAVEL DRIVEWAY I jADJACE ILWHERE ROCKE IS CMP PIPE AROUND GARAGE SLAB TO STORM - - - - - -Lot (��SEWER SYSTEM TIGHTLINE PER, EROSIO I ________-__ --L--- - ABOVE GRADE, TYP Q ; / L of 1 \ SEDIMENT CONTROL PLAN �~ I x x x INDICATES GU DRAIL 3 WALLSTONE , TYP. ROCKSEE DETAIL ERY 14/A1.1 NOT TIEt�TO DE INSTALLED, TYP 2r` I / ROCKERY \\ NT GRADO FOLLOW 0 / SITE PLAN \ �\ / ADJACENT \ // / HOUSE / I FOR FLAT BACKSLOPE, SURFACE SHOULD BE IMPERVIOUS & SLOPED TO DRAIN - MIN 16 1 ROCKERY NOTES FREE -DRAINING BACKFILL (MAX 5% FINES) i. ROCKERIES 4' AND OVER IN HEIGHT REQUIRE A BUILDING PERMIT. o LFI_-n MIN 8" WIDE LAYER OF 2"-4' QUARRY == = SPALLS ADJACENT TO ROCKERY 2. FOR ROCKERIES BETWEEN 4' AND 6' HIGH, THE INSTALLER OR CONTRACTOR SHALL PROVIDE SEE NOTES 1-3===-7==I' A LETTER TO THE BUILDING INSPECTOR PRIOR TO FINAL INSPECTION CERTIFYING THAT THE s FOR PERMIT & ===1== Vill STABLE CUT FACE IN NATIVE SUBGRADE AND DRAINAGE HAVE BEEN PREPARED IN ACCORDANCE WITH THESE STANDARDS. _lrCERTIFICATION MAIERlA1 (SEE NOTE 7). REQUIREMENTS.3. ROCKERIES 6' AND OVER IN HEIGHT REQUIRE ENGINEERING SUPERVISION BY SPECIAL 1" (OR LESS) DIAMETER WASHED GRAVEL INSPECTOR (UBC 306B), WHICH AT MINIMUM SHALL CONSIST OF INSPECTION AND WRITTEN k =N= MIN 6' COVER OVER PIPE; MIN 2" CERTIFICATION OF SUBGRADE, PLACEMENT OF BASE COURSE AND DRAINAGE, AND IbiNnncrR. GRAVEL UNDER PIPE. FINISHED ROCKERY. - 1=1=1kIC=11= = MIN 4" DIAM. PERF. PIPE; MIN 1% 4. ROCK SHALL BE SOUND AND HAVE MINIMUM DENSITY OF 160 POUNDS PER CUBIC FOOT. MIN 12" CONTINUOUS SLOPE TO OUTLET; PIPE - &/OR CUT FACE LINED WITH FILTER 5. THE LONG DIMENSION OF ALL ROCKS SHALL BE PLACED PERPENDICULAR TO THE WALL. FABRIC (MIRAA OR EQUIVALENT). EACH ROCK SHOULD BEAR ON TWO ROCKS IN THE TIER BELOW. FIRM, UNDISTURBED SOIL PLACEMENT OF ADJACENT STRUCTURES 1. IMPROVED WALKING SURFACES ABOVE AND ADJACENT TO ROCKERIES OVER 30' IN HEIGHT NO ROADWAYS OR PARKING SHALL BE PROTECTED BY A GUARDRAIL CONFORMING TO UBC 1711. LOTS IN THIS AREA N 2. ROCKERIES ARE EROSION —CONTROL STRUCTURES, NOT RETAINING WALLS. NATIVE MATERIAL MUST BE STABLE AND FREE —STAND IN CUT FACE. II �7 1 � 3. ANY DEVIATION IN DESIGN OR IN PLACEMENT OF ADJACENT STRUCTURES MUST BE SUBMITTED -=r 11—�i WITH THE SEAL OF A CIVIL ENGINEER CURRENTLY LICENSED IN THE STATE OF WASHINGTON. NO FOOTINGS OF STRUCTURES — (INCLUDING OTHER ROCKERIES) - MAY BEAR IN STIPPLED AREA. TYPICAL ROCKERY DETAIL 4 scaLE: NTs I TELEPHONE / PEDESTAL / P � / i / 4.6-FOOT X 4.6-FOOT / POWER VAULT NO. 634058-155363 i / Lot 4 ORDINARY HIGH WATER MARK ,' / 10' 0" STREAM BUFFER (EACH SIDE, / MEASURED HORIZONTALLY FROM WATER LINE TO CROSS SEWER LINE ®90' ADDITIONAL STREAM / N T lED ORIDINARY HIGH WATER MARK) PER (SEE SHEET 1 OF SEPTIC DESIGN DWG'S) BUFFER AREA / I� SEPTIC SPAAD APPROVAL - / ADDITIONAL 5'-0" \ DRAIN LINE PER \ \ / BUILDING SETBACK I NOTE: DRAINAGE, EROSION AND i --______-___ _________-_-___-___- r " FROM BUFFER �-y USE SEDIMENT CONTROL PLAN / �J CULVERT OUTLET LOCATION IN FIEI / FL EL NOT TIED_ \ S GRAVEL, DR/VEW4,Y __- CARPORT X = TREES TO BE REMOVED —S = SEWER LINE ---VV-- = WATERLINE N JOB GREENE SITE PLAN DATE JUNE 15, 2007 SCALE 1/16" = 1'-0" Alml EYE IN CABLE TO ENCIRCLE A MINIMUM OF FOUR PIECES OF 14 GR40 RESAR AS SHOWN. EYE TO BE SHOP FORMED WITH A COMPRESSION CRIMP. / TRENCH EXC4✓A77ON AT THE TOP OF THE BLUFF SHALL BE CAREFULLY 24' PERFORMED WITH THE MACHINE MIN SET WELL BACK FROM THE EDGE. THE PROFILE OF 774E BOTTOM OF _ THE TRENCH SHALL BE ROUNDED — y I TO MATCH THE BENDING RADIUS OF THE PIPE WHERE THE PIPE 24" �• DAYLIGHTS OUT OF THE SLOPE AS MIN • SHOWN. INLET TEE \ EMBED END OF PIPE CONCRETE THRUST IN CONCRETE SUFFICIENT BLOCKING FOR TO PREVENT ENTRY OF CABLE ANCHORAGE SOIL INTO PIPE. \ HORIZONTAL DISPERSION UNIT TO BE LOCATED z SYSTEM IS TO BE CONSTRUCTED WITH SINGLE m ABOUT THE LEVEL OF WALL AS £MANUFACTURED DP441NAGE ER HIGH TIDE AND i \ HIMNIMUM PIPE BY ADVANCED OF THREE SYSTEMS (ADS) OR APPROVED SUBSTITUTE THE o < FEET ABOVE THE BEACH PIPE IS NOT TO BE FACTORY PERFORATED. JOINTS \ LEVEL. SHALL BE FACTORY ATTACHED (WELDED) FLANGES ALLOWING BOLTED CONNECTIONS OF PIPE SECTIONS. m N \\ \ THESE JOINTS WILL REQUIRE A SEC14L ORDER FROM T \\ ^ \ ADS. TEES AT TOP AND BOTTOM SHALL HAVE FLANGED A \\ JOINTS EXCEPT THAT THE LEG OF THE INLET TEE AT \\\ THE TOP CONNECTING TO INCOMING PIPE (WITH OR \ \ WITHOUT AN ADAPTER) NEED NOT BE FLANGED. TOP PROFILE TOP VIEW 0 a v D o O D D e � a a a CATCH BASIN (TYPE 1) BAR SCREEN WITH 14, GR40 EARS AT 2" ON-CEN7ER SECURELY WELDED TOGETHER. PVC PIPE REQUIRES A FRAME TO BE CONSTRUCTED AROUND THE PIPE INLET (FRAME NOT SHOWN) SIDE VIEW ALL ONE HOOP OF 1/4 GR40 RE84R TOP & BOTTOM OF THRUST BLOCK TOP OF BLUFF TEE AND PIPE TO BE BARS INSIDE 6" DIAMETER HOPE )OP IN CABLE SINGLE WALL CORRUGATED PIPE 24" MAX TRENCH W?D7H ----------------'1 25' MIN FRONT (WATERWARD) FACE OF THRUST BLOCK TO BE POURED DIRECTLY AGAINST UNDISTURBED SOIL EXCEPT FOR 24" MAX FOR PIPE TRENCH TOP PLAN r, `ADAPTER TO OTHER PIPE MATERIALS, IF NECESSARY SUPPORT CABLE INSIDE PIPE TO BE 112 INCH STAINLESS. THE INTERNAL TEE STRUCTURE MAY BE FABRICATED OF THRE40ED BLACK IRON COMPONENTS (SHOWN HERE) OR WELDED OF STAINLESS STEEL TUBING. INTERNAL DIAMETER OF INTERNAL TEE STRUCTURE TO BE 3" MINIMUM. LARGER DIAMETER MAY BE NEEDED TO ACCOMMODATE THE EYE OF THE SUPPORT CABLE. \ HORIZONTAL DISPERSION UNIT INSTALL BOLTED BLANK FLANGES —� AT EACH END BOLTED FLANGE JOINT DRILL HOLES IN THE HORIZONTAL DISPERSION UNIT AS INDICATED IN BOTTOM PROFILE DETAIL I III EYE OF CABLE TO BE SHOP FORMED WITH A COMPRESSION CRIMP AND INSERTED INTO THE III VERTICAL MEMBER OF THE 4, INTERNAL TEE STRUCTURE. III INSERT STAINLESS STEEL ROD I,I /THROUGH EYE TO SECURE THE DISPERSION UN?. if _ FLANGED OR WELDED JOINTS 5' 6' STAKE THE HORIZONTAL DISPERSION UNIT TO THE FACE OF THE BLUFF WITH A MINIMUM OF FOUR EACH, 14 REBARS, SECURELY ATTACHED TO THE UNIT. BOTTOM ELEVATION 1 " STAINLESS STEEL ROD IN- SIDE HORIZONTAL MEMBER OF INTERNAL TEE STRUCTURE (5 112 FT LONG) IF BLACK IRON PIPE IS USED TO FABRICATE THE INTERNAL TEE STRUCTURE, THE TEE MAY BE REPLACED WITH A CROSS TO FACILITATE INSTALLATION OF THE EYE OF THE CABLE. HIGH BLUFF ENERGY DISSIPATION SYSTEM INLET TO STORM R PIPE M4TCH INVERT OF ROADSIDE ORCFI. DEEPEN — — — — — — — — — — — — — — — — DITCH A5 NECESSARY TO ENSURE 45 DEGREE BEND SHOWN. — / /ADEQUATE COVER OVER PIPE UNDER CONTRACTOR MAY ADJUST GRAVEL DRIV04AY _ TALI SORE DRIVE COVER INLET WITHTO _ — — ACREEN P— — — — — — — — — — — — — — — — — t \ BAR R DETAIL OTHERMATCH IES URUTO/TIONS AND / . JEX�snN ' BL 41 DO \ I ACC£ / USE DUCTILE IRON PIPE IF CONDITIONSACCORDING TO ALLOW \ 1 I `,IEout ,5 f J IEin AOEOMME COVER OVER PIPE ACCORDING TO MANUFACTURR'S \ '4 � i TO THE BOSSING. PARTICULAR ATTENTION SNOI/iM BE PAID \ f ROOF OL DUC77LE IRON AND UNDER PVC PIPE MArBEEDRIVE USED A MIX OF _ (,. _, C Y N1 235 FEET OF 6- STORM SEWER PIPE FROM INLET TO CATCH BASIN E AT AN AVERAGE GRADE \ \ 4I° OF 6i STOR SEWER OF APPDX/A(ATELY 4.5R. ` \ PIPE AT 0.BR�G THE ALIGNMENT OF THE PIPE /N THE DRIVEWAY / MAY BE MOD/FLED TO ACCOMMODATE OTHR i / UTILITIES AND SITE CONDITIONS. MINIMUM GRADE \ \ r ST •`OF 6" �7OR!/ SEWER y/CATCH BASIN PIPC A 2.9XGRAQE OF THE P/PF IS 0.75R. ,w/ fLEV La..7 / \ !!I EEEMMM � , / l- I - / 4A7 GRADEAT aOX UNIERGROGE / 45 DEGREE BEND SHOWN, I b CONTRACTOR MAY / ADJUST TO AlATCH COND1NWT70NS AND OTHER UTILITIES. 4`" / / ROOF DOWN DRAINS FROM - BASIN MUST ENTER TCAR IN - �v / &i5/N DIAT AN ELEYRIION �7y(4AT / 485.5��,,�FOR HIGH4 USE r / 3eRYIDUE IRON TO REDUCED C, F BEVELED & SCREENED CULVERT DETAIL SCHEMATIC ONLY - NO SCALE ►aY�11 - / / GRAVEL DRIVEWAY erNc DRILL 40 EACH 1" DIAMETER HOLES EVENLY DISTRIBUTED IN LOWERMOST 90 DEGREES OF HORIZONTAL DISPERSION UNIT AS SHOWN. BOTTOM PROFILE EXISTING HOUSE EXISTING CARPORT DRILL 20 EACH 2" DIAMETER HOLES EVENLY SPACED ON THE OUTER - DEGREES OF RIZONTAL ION UNIT AS D SHED I le 4v /0�J �L aQ y �ti "7' Al OF 6' ST(7RM SEWER yO ",PEAT TM lICRADE INSIDE E T 16 34 PVC AS/NG CGESS POINT B Hood Canal IF,, & IFauf = 484,4 kOOF DOWN DRAINS' \ - — MAY ENTER AT ANY / CONVENIENT CIEVATIOA _ �l �Oy g U, f4s 0 10' 20' 30' 40' I I 0 5' EXPIRES 7 y-20 10 0 20 40 SCALE IN FEET U Z m cN W uo o a � o -ice vl o cn ` 'o N o o2 o LL_I z i � c .o � � U � o a cn W > s: o W p a 0 0 N z f� Z