The URL can be used to link to this page

99-104905City of Federal Way Comrr:.mity Development Services 33530 1st Way S' Federal Way, WA 98003-6210 Ph: 253.661.4000 Fax: 253.661.4129 l• Building - Single Family Permit #:99 - 104905 - 00 - SF Inspection request line: 253.661.x' 140 (3:30pm cut-off for next day inspections) Project Name: RIVERSTONE HOMES Project Address: 210 SW 295TH PL Parcel Number: 119600 3740 Project Description: NSF - W/MECHANICAL AND PLUBINt, WITH ATTACHED GARAGE Owner Applicant Contractor nder RIVERSTONE HOMES, INC. RIVERSTONE HOMES, INC. RIVERSTONE HOMES, INC. RIVERSTONE HOMES, INC. 3408 52ND PL NE 3408 52ND PL NE RIVERHIOI IQW (11/09/00) 3408 52ND PL NE TACOMA WA 98422-4524 TACOMA WA 98422-4524 3408 52ND PL NE TACOMA WA 98422-4524 height of Structure .............................................. 34.25 TACOMA WA 98422-4524 Yes Includes: Census category: 101 -New si #1 #2 #3 #4 Occupancy Group: R-3 U-1 Basic Plan ................................................. No Construction Type: Type V - N Type V - N Construction Type#2 .......................................... Type V - N Occupancy Load: Floor Area (Sq. Ft.): Garage Proposed Sq. Feet .................................... 704 1 st Floor Proposed Sq. Feet ................................. 1767 2nd Floor Proposed Sq. Feet ................................ 1343 Basement Proposed Sq. Feet..................................A" ) C, 80 Basic Plan ................................................. No Census Category ................................................. 101 - New single family Nous( Construction Type#2 .......................................... Type V - N Deck Proposed Sq. Feet.......................................339 Garage Proposed Sq. Feet .................................... 704 height of Structure .............................................. 34.25 Mechanical................................................. Yes Occupancy Group#1........................................... R-3 Occupancy Group#2........................................... U-1 Other Proposed Sq. Feet ...................................... 114 Plumbing ................................................. Yes Total Building Sq. Peet........................................495'S'5 9. 'ZA' Total Proposed Sq. Feet ....................................... 4933 Zoning Designation ............................................. RS 9.6 Description Quantity Dishwashers L Lavatories Sinks f 1 Description Quantity Fans — �F Ranges f 1 Plumbing Fixtures Description Quantify Description Quantity Laundry Washer Outlets L� Bathtubs �� Water Heaters Heaters 2 Showers 1F Water Closets 4 J Mechanical Fixtures F_DescriptionQuantity Description IQuI anti Ducts � Furnaces u Gas Logs � Hoods CONDITIONS: Private road must be widened to minimum 20' of pavement for the length of the property per approved plan. Relocate/reconstruct ditches to previous or better condition. Public Works approval required prior to final inspection. Service connections for electrical and communication facilities shall be placed underground per section 16-48 of the Federal Way City Code. Prior to any clearing or grading on a lot, the owner/builder shall install temporary erosion/sedimentation control facilities approved by the City. These facilities must insure that dirt or sediment laden water does not enter the public drainage system, adjacent lots or public streets. The owner/builder bears the responsibility to maintain the facilities in proper working order, replacing as necessary. The facilities may be removed only after such time as construction is complete and landscapine is installed. See attached for standards and site plan for location of silt fencing. The associated lot line elimination permit must be approved prior to final inspection. No gradir.g, construction, clearing or other development activity may occur within the required stream setback without autorization from the City. See attached document for additional conditions. PERMIT EXPIRES September 9, 2000, IF NO WORK IS STARTED. Permit issued on March 13, 2000 I hereby certify that the above information is correct and that the construction on the above described property and the occupancy and the use will be in accordance with the laws, rules and regulations of the State of Washington and the City of Federal Wa Owner oragent: Date: /S G G 1hVE L0 M S DE ARVEM CfWF _,— COMM• .,; �0. uv � SEP 2 7 200 FIRE PROTECTION SYSTEM APPLICATION Federal Way Business License number: `57t PARCEL # -3-740 SITE LOCATION Tenant/Owner BUILDING DrvmoN 33530 First Way South Federal Way, WA 98003 (253) 661-4000 Fax (253) 6614129 FPSM-104$7L'F' Commercial ❑ Residential Phone Address/City/State/Zip 2-'15 � FL.-; -Syl El L✓fit � �LW . vV A . Nature of Wor>rILFVt + i >n 7 �rr (!� �I ✓� �� i ✓ `_m^i ✓i Kt� �� Project Valuation: APPLICANT Name Person Phone CO Company Name G Fax Address/City/St/Zip E Z 1-7 d le iri (V i t'9 i/-\ f-- • C C A (,,C'-- V- ,24J OA - Contact Person M I L & �Vwky\ Phone 25-3 (-7 Fax State L & I Contractor Registration # '�/� �I FLA)( 2,-P(7 Exp. Date �� I (Card must be presented) PLEASE SUBMIT THREE (3) SETS OF DRAWINGS AND CUT SHEETS, PER NFPA STANDARDS. MAXIMUM PLAN SHEET SIZE: 2411 x 3611 DISCLAIMER I certify, under penalty of perjury, that the information fumished by me is true and correct to the best of my knowledge and further that I am authorized by the owner of the above premises to perform the work for which permit application is made. I further agreeJZt vharmless the City of Federal Way as to any claim (mchuiing cosh expenses, and attorneys' fees incurred n investigation and defense of such clam), which may be made by any person, including the uned, antheCity ofFedeny Way but only where such elamm arses out ofthe tetiana ofthe city, including its o15ars and employees, upon the accuratry ofthe information supplied to the city as a E fthis appn. Owner/Agent FPSAPP RevcsPn 5/19/99 Date 61 -Z-2 DEPARTMENT OF LABOR AND INDUSTRIES REGISTERED AS PROVIDED BY LAW AS ONST CONT SPECIALTY CCBD, WAs= :FSQi20/2/2.099' EFFECT DA'E WASHINGTON RE SPRINKLER INC 3217 MERIDIAN EDGEWOOD WA 98 rs25-052-000 (W) __ " POSWIS CARD ON THE FRONT OF BUILDI* r i, 14 -OF , . BUILIDNG DIVISION V AY INSPECTION RECORD INSPECTION REQUEST PHONE #: 253-661-4140 Request must be received by 3:30 PM for next day inspection PERMIT #: 99 -104905 -00 -SF OWNER'S NAME: RIVERSTONE HOMES, INC. SITE ADDRESS: 210 SW 295TH O FOOTINGS/SETBACKS �/ � � �(✓ O FOUNDATION WALL 'i G' DO NOT OUR CONCRETE TIL THE ABOVE IS APPROVE D ODRAINAGE: Line Connection DO NOT POUR SL�ABPldd' TIL E ABOVE IS UNDERFLOOR FRAMING O ROUGH PL MBI>NG: DWV (} ROUGH MECHANICAL O SHEATHING Q O SHEAR WALLS O FLECTRICAL ROUGH -IN O F1.E/DRAFTSTOPS ALL ( ) FRAMING/FIRESTOPPING ater piping 11117 0 1 �' O ®� '�% Gas Wiping (04/'00 loor -4 9 /V -A, %/ )ems /) Ditch Cover BOVE MUST BE APPROVED PRIOR TO 01 /. Z- f//11.) '-;�5 MING INSPECTION/+ �1 PC Ski e mss" �� ' ,L THE ABOVE MUST BE APPROVED PRIOR TO INSULATING OR SSHHEEETROCKING O INSULATION: Floors Walls / "/i�KtriC THE ABOVE MUST BE APPROVED PRIOR TO APPLYING SHEETROCK O WALLBOARD NAILING Z / O SUSPENDED CEILING THE ABOVE MUST BE APPROVED PRIOR TO TAPING OR INSTALLING CEILING TILE ( ) ELECTRICAL FINAL ( ) PLANNING FINAL ( ) PUBLIC WORKS FINAL THE ABOVE M ST BE, O BUILDING FINAL c G% TO BUILDING DEPARTMENT FINAL ' " v .,�1 l!�. L.,✓t-yam J Scc• DO NOT OCCUPY THIS BUILDING UNTIL BUILDING FINAL IS APPROVED • • INSPECTION LOG 100b) f� r Yid o� v i)k �J 11 �nt k'�� f�1Ls errs c'� • 3 aYG r rpt f v x runaved a *ep Wed � csCG . 99- 156 8 .� `x Lot 2 Site Plan Lot 1-4, Blk. 33 iverstone &,21 (200 uenna Add. 1 (25 3) 226- 201 ound rebar d, Z5I Min 5"40vr &t4, / 6a6bo 1;_, - Southwest 295th Street ---------------- Sewer "'- Manhole 64� bNj\t W0 4 --- -- �� 8" Water Main I OPP Deck ~ —, 11'6"23 neck F� 11.6" 111'6" Proposed 19'6' I Nouse I 2,465 sf Impervious f f8 14' I 23 ... �e. _0(>.E 12' Porch C�5 >...... W I ._........ c.> I .. �O _ aa' *4 1 IJr: w 1 J 1,240 sf imp.. -vious / M l Proposed I i Garage X32' Ln I 850 sf mperv. I � 1► Found reba 24 D� 00. .s GIs k / L9 s. 50, i ,�—,Uffer S LO nz b N CO U Stream Buffer C- y BUII.DING Divist ``vet'ec� l , t F. E1) 33530 ay, Way Soul p �} I'cdcral Way, WA 9300 �i� FiY�zRL �t1 (253`:661-400 �,,,�►� DEC 2 91999 ax (253, 161-412 .13 Cl.` Y OF FEDERAL WAY BU4LDING DEPT APPLICATION FOR BUILDING PERMIT 'LEASE PRINT APPLICATION # Lr�w«rilCfFYM'rff''Int`i'<?cir'' _ i'a[ [i<�5 Site address s 2 Tenant name Building Owner's Name riotion of Work Name (F,M,U Jj , Address City C C),R4/C)✓1 , Contact Person 4,1 _ S 12--5 7-4 /V"i6:- n `/ I°i• 445S Lot # Address Day Phone ,Z `r3 ;�-,/1 71 1' Company Name Vel-s-�v n D Address h e-/ �L City oy Contact Person Contractor's # (card must be presented) Assessor's Tax #� q&ev State !/i' Other Phone Federal Way Business License # ices -4-7C-, State Zi �22f Fax L h� 2 PI o2..,7 3 of/2- 113 c"Z5-S e1gZ� I,/Fi Expiration Date Verified ❑ Yes ❑ No Name ('C C fs /f/ !/V Address 11(2- ,? C� /4- Q V City G#L�i�r Contact Person State Lf!/7 Zi i!U2 Phone Fax zi Z LEGAL DESCRIPTION % k :� 3 L a 1,-:5' / 41 'efln',, ,add 4 PC,,,- r -kc sus !44!�- PleaSe romnlete Revers Y, -Q ST>I�UGT A isting Use VA e -An T �`'rooposed Use ��%L � �� 7it c -,0;Z Dish Washers ( Permit includes: VW V"BUildinu tt-Plumbing 1 U Mechanical ❑ Other (l/ Type of Work: &&'Residential ❑ Commercial ❑ New ❑ Addition ❑ Remodel ❑ Repair ❑ # of bedrooms ❑ Garage ❑ Deck ❑ Shed' Enter 1st Floor 1 -76 7 sq ft Area Basement "7 t", s ft 2nd Floor (3 4.13 Docks sq ft � or 1H4 sq ft s ft Garage 9= s f Existing Floor Area Proposed Total Area _ sq ft sq ft Water Availability Sewer Availability 191�' On -Site Septic System Availability ❑ Project Valuation I $ .Z / 7Sc� Zoning Lot Sizev ExistingBldgValuation $ For new residential only - Proposed selling cost: $ l DCS c7 ......................................................................... Name,--. Address City State 17in Contractor Name Address / ��J /lam �tG�, /" ' / A zip z(L, Z Gad' •id✓cr `�r rJ Cit >u h State ( o i' eJ � Id Contact Phone Fax 2,06 Z1/3 ?7(7e� _ License # F -R% ,0 l 4 Q S3 Q 2 Expiration Date Verified ❑ Yes ❑ No AS Verified ❑ Yes ❑ No Water Closets `'/ Sinks Urinals Lawn Sprinklers Bathtubs 3 Dish Washers ( Drinking Fountains Other Showers Electric Water Heaters Sumps Lavatories (l/ Washing Machine Drains Total FrxtuMa Gn .::: NiECFfANICAE.1II111T C..�UtV7 MECHANICAL EVALUATION ONLY $ Fuel T e (gas/electric/other) A Gas Dryer Air Handling < = 10,000 CFM 15-30 Tons Length of Gas Piping O Range Air Handling > = 10,000 CFM 30-50 Tons Furn <IOOK BTUs Gas Log Unit Heater 50+ Tons Furn > 100 BTUs Z0; 000 Fans 17 Miscellaneous Fuel Tanks Gas Hwt -71 Hood Boilers Above Ground Conv Burner Duct Work 0-3 Tons Underground BBQ's Wood Stoves 3-15 TonsTdtal Uhtt CoUni.. ASCLAIMER: I certify under penalty ofperjury that die information furnished by uie is true and correct to the best of my knowledge, and further, that I ant audiorized by lie owner fie above premises to perfomi the work for which pennit application is made. I fintlier agree to save harmless the City of Federal Way as to any claim (including costs, expeuses, and ttomeys' fees incurred in investigation and defense of such claim), which may be made by any person, including die undersigned, and filed against die City of Federal Way, but otdy vherc such claim arises out of die reliance of the ' y, 'nchiding its officers and employees, upon the accuracy of the information supplied to the city as a part ofthis application. )wner/Agent: �Gj/ Date: -105110199 7� Stream Assessment Of Unnamed Tributary of Puget Sound Lot 2, Block 33, Buenna Addition 268XX 2nd Ave. S. W. Federal Way, Washington Building Application Number: 99-104905 Parcel No.: 119600-3810 (Lots 1-4) Prepared for: Riverstone Homes, Inc. Dated. January 7, 2000 Prepared by: Jeffery S. Jones, Certified Professional Wetland Scientist ES TTE LEI JAN 1 01999 Ll 1.0 Introduction i . Jones and Associates, Inc. This study is for a stream determination and classification of an unnamed intermittent stream which flows into Puget Sound, located south of Redondo. This stream survey was conducted by Jeffery S. Jones, Certified Professional Wetland Scientist. 2.0 Methodology Habitat units identified, measured and evaluated using the USFS methodology "Stream Habitat Classification Inventory Procedures for Northern California" (McCann, 1990) and "Methods for Evaluating Riparian Habitats with Applications to Management" (Platts, 1987). Stream flow was estimated using the formulated Q(cfs)=A(area sf) x Velocity (fps). Streambanks were surveyed by Centre Pointe, Inc., licensed professional land surveyors. 3.0 Stream Location and Description The subject property is Lot 2 of Block33, Buenna Addition, at 268XX 2nd Ave. South, Federal Way, Washington. The stream reach adjacent to the subject property is a stream that discharges directly into Puget Sound. The source of this tributary is a concrete pipe, located 130 feet south of the southeast property corner of Lot 2 and street runoff from the development above. The drainage feature downstream has been altered by construction of single family residences and their associated yards. The drainage features ends at 292nd Ave. S.W. and apparently surface water is piped the rest of the way to Puget Sound. 4.0 Riparian Land Use Riparian land use is a combination of existing downstream residential and early successional forest. There has been some recent home construction downstream, but buffers are not apparent. Long sections of pipe must be present near several residences, that appear to be construction in the middle of the drainage. 5.0 Riparian Vegetation The riparian plant communities are existing landscaping and red alder (Alnus rubra) salmonberry (Rubus spectabilis) regrowth with areas of Himalayan blackberry (Rubus discolor). 6.0 Fish Habitat and Utilization Culverts, the steep gradient of the channel, shallow intermittent flows, and frequent eroding head -cuts, make the stream impassable to fish. Water quality is adversely affected by street runoff from the development above, which lacks storm water controls. According to existing residents, street runoff pours directly into the head of the channel. 7.0 Stream Classification and Setbacks City of Federal Way Code, Section 22-1, divides streams into two definitions, Major and Minor. Major streams are defined as "any stream, and the tributaries to any stream, which contains or supports, or under normal circumstances contains or supports resident or migratory fish. Minor stream shall mean any stream that does not meet the definition of a major stream." J40Jones and Associates, Inc. The unnamed stream has no fish use, therefore it is a minor stream. Section 22-1306, of the Federal Way Code, requires a 50 -foot setback from the ordinary high water mark of a minor stream. 8.0 References Federal Way City Code. 1999. Chapter 22 of the Federal Way Zoning Code, Regarding Environmentally Sensitive Areas. McCain, M., D. Fuller, L. Decker, and K. Overton. 1990. Stream Habitat Classification Inventory Procedures for Northern California. USDA Forest Service FHR Currents: R - 5s Fish Habitat Relationships Technical Bulletin No. 1.15 pp. Platts, W.S., G. Armour, G.D. Booth, M. Bryant, et.al. 1987. Methods for Evaluating Riparian Habitats with Applications to Management. USDA Forest Service, General Technical Report INT -221. Williams, R.W., R.M. Laramie, and J.J. Ames. 1975. A Catalog of Washington Streams and Salmonid Utilization: Volume I, Puget Sound Region. Washington Department of Fisheries. 2 ITED STATES DEPARTIWNT OF THE INTERIOR is GEOLOGICAL SURVEY 122°22'30" 5480o0mE ;1 540000 F ET ( SOUTH) 550 20' 00" DE 47°22' 30"---- 5z4g000mN �v J �CJ 5245 Woodmont POVERTY BAY 5244. 1 i R 740 000 FEET_ ( SOUTH) 5243 `fu,v � ' � Bue -' j 76 R Q %\- !- % f del ide — — -- z O ch O u1 d 81010 1' tie r rk DisMa� �' L ke-"G 6v0 .ake i ru e i� eoo A_ ar Bch 0 v l 1 fav I � ' �p�•..,._. MT•n.k 5241- WRIA, Basin#: % KC Basin:L, Date: 1 'S oo ME:: S /30 F91'30 Stream'#: Stream Order- Z Survey Length: RMO RM Weather Conditions: 0 d c.. cu Investigators: 5,4--R o -r RF HT W D L CW CD SS/WIDTH/TY (LB -RB) SBS PQI LWD LE DI ST V CN TY /- /-5 ZS 2�_--- LP ,Y 77 3 q'6 /'-V O / l Sb l ' r-> 7,_3l D 0 5L 3�:r IT (e Ips' t.� L 52 LtS ------ Z% o Key: — ------ RF=REFERENCE HT=HABITAT TYPE CW=CHANNEL WIDTH AT OHWM CD=MEAN CHANNEL DEPTH AT OHWM L=LENGTH OF HT W=MEAN WIDTH OF HT (>5msrmts) D=MEAN DEPTH OF HT (>5msrmts) SS=STREAMSIDE STRUCTURE: O=NO RIPARIAN ZONE [IF 0, indicate lawn, road, buildings, etc.] 1 -MATURE COMPLEX FOREST 2-IMMATURE/EVEN-AGE/DISTRUBED 3 -SHRUB -DOMINATED (<20' HIGH) 4-GRASSLAND/MEADOW/PASTURE 5 -WETLAND VEGET. (WIDTH)/LB-RB=LEFT BNK-RGT BNK (TY)PE= (C) ONIFEROUS/ (D) EDICUOUS/(M) IXED SBST=DOMINANT/SUBDOMINANT SUBSTRATE THROUGHOUT HABITAT TYPE: 1=BEDROCK 2=SILT/ORGANIC 3=SAND 4=GRAVEL (<25mm) 5=GRAVEL (25mm-100mm) 6=COBBLE (100mm-256mm) 7=13OULDER PQI=POOL QUALITY INDEX LWD=LARGE WOODY DEBRIS: (LE)NGTH, MEAN (DI)AMETER (ST)ABILITY: (A) NCHORED (U) NANCHORED (?) UNKNOWN (V)ARIETY: (C) ONIFEROUS/ (D) EDICUOUS/(?) UNCERTAIN CN=CONDITION: (S)OLID: (R) ECENT/(0)LD (M)ODERATE: (R) ECENT/(0)LD (R) OTTED: (R) ECENT/(0)LD (TY) PE (J)AM LOGS: (F)LOATING/(S)TRANDED (B)RIDGE: (C) OLLAPSED/(P)ARTIAL (L)ATERAL (W)EIR: (P)ARTIAL/(F)ULL (S)TUMP 24" CMP culvert 24" CMP culvert I Top edge of stream*: Top edge of stream Top edge of stream -Top edge of stream 0 20 40 Scale: ` 1" = 200' QN,-,-,rQ- \ I. Top edge of stream Top edge of stream: Match line Match line Top edge of stream. !Top edge of stream •Cyclone fence .Top edge of stream Top edge of stream• •g8" concrete culvert 0 20 40 Scale: 1" = 20' • • LOWER DUWAMISH RIVER This drainage section includes the Duwamish River from its mouth below the Spokane Street Bridge at Elliott Bay (R.M. 0.00) in Seattle upstream to R.M. 11.0 where the Black River enters near Tukwila. In addition, it covers all independent streams entering Puget Sound from the Du- wamish westerly to Alki Point at West Seattle, then south- erly through Fauntleroy, Burien, Des Moines, and Redondo beaches to Dash Point, north of Tacoma. Stream Description The Duwamish River Waterway lies in the industrial southern portion of Seattle. The lower 5.2 miles of the river are dredged, affording navigation for ships upstream to the First Avenue South Bridge (R.M. 2.5) at high tide. Barge traffic extends to the turning basin at the head of navigation (R.M. 5.2). Water dependent activities utilize lands bor- dering the lower 8 miles of waterway. The mile -wide valley floor and hillsides have heavy residential development. The width of the Duwamish varies from 500 to 1,000 feet in the lower 5.2 miles and from 150 to 200 feet up- stream to R.M. 11.0. The river in this area is under tidal influence and contains definite stratified layering of salt and fresh water below the turning basin. Velocities are dissi- pated as the stream enters the wider section of river and cur- rents converge with tidal pressures. Stream banks are sloped and diked to contain flows up to 11,000 cis. Stream bank sloughing and erosion present continuous maintenance problems, and the lower navigational channel must be dredged every third year. Small areas of sparse natural brush and deciduous trees line the bank. The bottom is primarily silt and mud in the navigation channel with compacted gravel in the upper section. Fifteen small independent streams enter Puget Sound within this section. These typical lowland drainages receive most of their flow from springs, lake outlets, rain and groundwater runoff. Miller, Bow Lake, and Des Moines creeks are the largest, each flowing down moderately steep hillside ravines before passing across gentle plateaus into Puget Sound. Miller Creek originates in Tub and Burien lakes. An impassable culvert occurs at R.M. 1.8; an impass- able falls at anile 2.7. This creek has undergone extensive alteration and total deterioration from the heavy residential and commercial growth in the Burien-Riverton Heights dis- tricts. Bow Lake Creek flows from the outlet of Bow Lake (R.M. 3.45) and enters salt water at Des Moines. A sewage treatment plant is located at approximately R.M. 1.0 with a partial block to fish migration from a cement weir with a 30 - inch drop, and an impassable cascade occurs at R.M. 1.5. The bottom composition is generally good in one-half of the lower mile of stream and provides suitable spawning area. Des Moines Creek is a short -nun stream originating from spring and groundwater sources. It flows west 1.9 miles through a fairly steep ravine to a series of cascades at R.M. 0.75, then crosses a shallow valley and enters Puget Sound between Des Moines and Zenith. Concentrated residential development has altered habitat through diversions, chan- nelization and encroachments. The stream is intermittent in nature and is generally dry during late summer and early fall. Salmon Utilization The Duwamish River Waterway is a transportation and rearing area. The lower river estuarial zone is vital to salmon as a transition area for adaptation of migrants to salinity changes. Fall Chinook, coho, and chum are the principal salmon species utilizing this watershed. Cohn and chum salmon are the only species that ascend Miller, Bow Lake and Des Moines creeks. Coho utilize Longfellow Creek, and coho and chum use the two unnamed tributaries in the southern portion of Poverty Bay near Redondo. Chum spawn in the lower portions of these short -run streams, while coho spawn and rear in their accessible lengths. Limiting Factors Water quality is the most serious limiting factor for salmon in the Duwamish waterway. The borderline dis- solved oxygen level below R.M. 5.2 is very crucial in August and September, particularly for adult Chinook. The salt- water wedge, created by dredging the navigation channel, varies with tidal cycles and contributes to the critical oxygen condition. Industrial wastes, domestic sewage, leachate from landfills, and storm runoff have all contributed to the water quality problems. Low flows and limited spawning gravel are the major limiting factors in the small independent streams. Siltation and water quality are also serious problems. Beneficial Developments " The METRO studies and waste disposal systems have benefitted the area's water quality. The Green River Hatchery produces excellent artificial runs of both Chinook and coho. The Howard Hanson Dam provides flood control for the lower Green River Valley and Duwamish area. Habitat Needs A Shorelines Management Plan that considers protec- tion of aquatic resources and habitat is needed to provide coordinated long-range development of this area. Rehabili- tation of the small independent streams would provide ex- cellent opportunities to local sports groups and community clubs for environmental improvement. PHOTO 09-10. Black River flood control dam and fish passage facili- ties. Duwamish — 101 LOWER DUWAMISH RIVER Duwamish River Basin - WRIA 09 Stream Number Stream Name Location Of Mouth Length Drainage Area Salmon Use 0001 Duwamish River 1 Sec I 3,T24N,R3E 93.6 - Chin., Coho, Chum 0003 Unnamed LB -6.5 2.0 - Unknown 0004 Black River RB -1 1.0 2.65 - Coho (See Duwamish 203) Duwamish R. cont. @ mi. 11.01 - as Green River 0033 Unnamed LB -13.2 2.2 - Unknown (See Duwamish 203) 0038 Drainage Ditch LB -17.35 ~ 1.5 - None (See Duwamish 203) 0045 Unnamed LB -21.7 4.2 - Unknown (See Duwamish 203) 0050 Drainage Ditch RB -23.05 - 1.15 - Unknown (See Duwamish 203) 0051 Hill Creek LB -23.9 8.35 - Coho (See Duwamish 203) 0061 Unnamed RB -28.6 1.95 - Unknown (See Duwamish 203) 0069 Unnamed RB -30.15 1.0 - Unknown o (See Duwamish 203) (Continued Duwamish 303) 0359 Longfellow Creek Sec 13,T24N,R3E 1.45 - (Coho) 0362 Unnamed Secl2,T23N,R3E 1.9 - Unknown Lake Garrett Outlet -1.4 - - Unnamed Lake Outlet -1.9 - - 0371 Miller Creek Sec36,T23N,R3E 4.8 8.21 Coho, (Chum) Tub Lake Outlet -4.2 - - 0377 Bow Lake Creek Sec8,T22N,R4E 3.45 6.41 Coho, (Chum) (Des Moines Creek) Bow Lake Outlet -3.45 - - 0380 Unnamed Secl7,T22N,R4E 1.9 - - Coho, (Chum) 0381 Unnamed Sec20,T22N,R4E 1.4 - Coho, (Chum) 0385 Unnamed Sec5,T21 N,R4E 1.1 - (Coho), (Chum) 0386 Unnamed Secl,T21N,R3E 1.25 - Coho, (Chum) 1 The eleven mile lower stretch of the Green River is called the Duwamish River. Duwamish - 1 U3