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HomeMy WebLinkAboutSWP272337(2) �- v337 117, I wl � ,ll*`I��4 iw" LEVEL ], DRAINAGE ANALYSIS r$ r a� 1._IN� CORPORATE PARKffill , R ry W/81�J�" I N GTC, N OUR JOB No. 6045 JULY 1 7, 1997 PREPARED BY: BARGHAUSEN CONSULTING ENGINEERS, INC. L %' 1 82 1 5 72ND AVENUE SOUTH b KENT, WASHINGTON 98032 (425) 25 1 -6222 i ,9 28146 �Q aF F�/STEaE tk, ASS/()NM-ENG\ E771RES 4;31 . DOWNSTREAM DRAINAGE ANALYSIS Storm drainage runoff from the project sheetflows from north to south and is collected at two low points along the south property line by two existing catch basins. These two catch basins are located behind the road improvement and collect runoff from the existing site. The catch basins are protected by a silt fence buffer and discharge runoff to the existing 60-inch diameter storm tightline system along S.W. 19th Street. The existing 60-inch diameter tightline system along S.W. 19th Street travels westerly toward the intersection of S.W. 19th Street and Lind Avenue S.W. From the intersection of S.W. 19th Street and Lind Avenue S.W., the 60-inch storm drain travels due west approximately 1,100 lineal feet in a 60-inch reinforced concrete pipe system. It discharges at this point into a well defined 6- to 10-foot deep vegetated ditch that appears to be approximately 5 feet wide with 2 to 1 side slopes. At a point approximately 200 feet west, the flow enters a 60-inch corrugated metal pipe which conveys the drainage due westward approximately 100 feet into Springbrook Creek where it is discharged. • • 6045r.001 �'34a ST A �'�� Ilf emu'_�." N^'� lrlER/Y a'nwT 1 a S` 2ND � � M i kg 1 S In _PAW < eJ CE7a7[Rr �� ��� a'°`• S 3RD S s !F- " SW SUN 1 ti s aTrl X. �! RD SE A' rx c o .a 3 B .e {p BN , �QQn S 6m IT .—.� �.. 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TH ST O 3/TH ITS .. sE 1/CN0 Sr 1� SE 7zN0 ST g loeoo _ N 95 ^SE;72N0 ST' < 12 ST 797A.3 N SEI TH IT , _ ,7 37 5T S `� E 111.ST t42 ` S TN N q♦Q, L S SE 175TH -'k 118 1 L'S AY SF h SW 3�fH ST \� Cr SE 176TN ST sr _ srs SN 9< 41ST ST s 17 : SPA ■ SE 686 SEE IMP SITE LOCATION MAP 1" = 2400' Reference: The Thomas Guide, King/Pierce/Snoliomish Counties, 1996 Edition `ems, 10 W Bao7070¢GZ . . . . ._ . . . ._ . . . . . . . . . ._ . . . . . ° 77iG/Go93o (L/ND .4vE.i B//o Sosoa 9zo 2!!0 o3sZ-/0' 3; CR/cr A v N ) 550,7/Gnooz.-5; Zo ��. APveox L OF too C-J je .Ct4LV). yl Z W J W (A W W I T •59 ,v 24-•-35 '!1/ 57, LA w 61 : . . . . . . . . . . . . . . . . . . . . . . � I ��-WIZ "••,�nl �.vim) � U� A/01-2? W " I19 i Z I 0 w � CD c z : . . . : . . . : . . . .: . . . : . . . . . . . : . . . . . . . . . . . . . . . . . . . . . . . : . . : .� . . . : . . . : . . . -4 .400'L. e/V. 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MAPLE AVE ,y, • �',•� � `.M V {� i Y qt{g �n I � yf' y� i@�•(y '^'• iiyj�)��Nti 'W� t�q ttt�•}•}��yytt� Axx X} 3 ix� gyp � � �},H�+ h i �. ri � 7r )ifs #y�t 5;1�}i��!){�,I„� 1���yM��� ��j � • }r�'1) �r{ }�,jl��,>��}'jt's ljjS j • f s -_-prxi- j yrlifi ''iljWj hrt i lllrsi(i!. fKV if&ltuf+rtin.r n. i YflEr�)i1,i£ „!�,}1,7�h}fir!67 U z} � ryrl eaffi 6lrt}`7�E )({)it r} ty�p���trK����������f��F��F��Ljt�3ff<i�r�+r}rr inf,n Y Y • ,�} 11 IlL1J �l'3 B:�X)A ( )T 191A � IX i 1#r, �tnti{�iltji3Sf)ill?E{If�i�(Q��I F:�,�Fj'f�(OYf{t h!try �f�"���issn�Yt1i•y5Y;; d���i�#rr+�r+�5 iSr�srtr�i ,+rlir��54��i,�i+,�#p,y�,{�u?j x5)�s,F'jts5is,hJir � � '1{i ;'i° 1i{F6ii3�' N�+?, 5 f d(LL i s+U jyi iW s il�:�}yr i3,l yt¢lJ�lr,,f f (}l+ fF fir il#Xil(!1 s, �fi)r Sr»�" j,ir t;i 7 f�a ol�''F 1} {�.,y, }rt}t lir r J�a, d s t � )�,>'i�yk nitlr+�v;;•13r,! r 4y}7,id) id$r ,t}i�j(vXEr,i�'b�., as,j4n}il�- •, • L XAr 4i �r[ p n f ��r 1��iir4lt�?.{`�G uj ji�F�{'�'n t1`�i�,Aditkf+'„i{i�� b,,�b r to§ I'� , � f f rn.,,. �" ��11 y�t•nmrr.r., ,.,��{ 1� '�i' N,t, r f ' g 5,'.�, df k���XiG 5 �r • ""'" rr 5lfrtlr q i +tiny+I�ri�n�o4iEi�u.,:4 • �!? y a r� r • • "7�i,, • • f Q� 5 • • SOUTH i NATIONAL FLOOD INSURANCE PROGRAM FLOOD INSURANCE PROGRAM FIRM FIRM ► FLOOD INSURANCE RATE MAP FLOOD INSURANCE RATE MAP 1 KING COUNTY, KING COUNTY, WASHINGTON AND WASHINGTON AND INCORPORATED AREAS INCORPORATED AREAS I PANEL 978 OF 1725 979 OF 1725 ( (SEE MAP INDEX FOR PANELS NOT PRINTED) SEE MAP INDEX FOR PANELS NOT PRINTED) CONTAINS: jl COMMUNITY NUMBER PANEL SUFFIX COMMUNITY NUMBER PANEL SUFFIX KENT.CITY OF 530080 0978 F KENT,CITY OF 530080 0979 F ( RENTON,CITY OF 530088 0978 F KING COUNTY, TUKWILA.CITY OF 530091 0978 F UNINCORPORATED AREAS 530071 0979 F RENTON,CITY OF 530088 0979 F I .i' MAP NUMBER MAP NUMBER 53033CO979 F 53033C0918 F I �G aGY M,Uy�� MAP REVISED. `v4GCY MAN�P MAP REVISED: MAY 16, 1995 W o MAY 16, 1995 .a � e a Federal Emergency Management Agency —1 Emergency Management Agency oa�G nuc cievation in reet • c. IF N a D. 7. T . . 88h r' r Cf t so Fein Iry klf.l -_ as -. ,� '�• r` .. to /1/ � " ` ��, � __ � } '� � j:.. mot- - � _ �'il _ t' � A _ •�,eta ,��� k -�. -1-- � �•�1 �ered wetlands, except those with Wetlands � wetlands DUWamisn in "b" designation are included thehe County Wetlands Inventory. The .. .at ions of wetlands designated 'a" have Open Water z 1; been verified on the site by a variety of f-3 •ts sources. Wetlands designated "b" are map- ped in the U.5. Fish and Wildlife Service Basin Boundaries I Na[io nal H'cltands Inccntury,but their Iota- lions have not been ficlo verified. Sub-basin Boundaries There may be gaps in the numbering se- qucnee within Individual drainage banns. ULij A_\ _7. 1 1 �•_ f y ,• r }•�•` ,, I. .-< �' � _tip i .`� • ����,� , ice, +i � 'a �� �• •.. r- ��.p t :.t `-.ram.- ��4j� i. ^ ^�-' ( �� 1 � • + t c t 'r''�1 •_.. a a..3.-�t_ � C.. 1-.�-#ti _ t� r \. � � ' t I 4. • >,.i tZ-' •T ,.�, W`'. ,,,�1 `1.� —�_, � �IC. �tc:',r d_� �y t '� ®. ` a �,_.��..i,� ��__ "` ,�� y. �.� yUil �, �1' •t\�'1:+ Lr-lT :.. / f ,� t', n'�.Iil s a— j• 1 1' c' .µ ill >' I. ft ' j • hundred•year floodplalns extend be- Streams and 100 CIa551 Duwamish .id those shown on maps. Flood In- 1J jurance Rate Maps do not always show the • • •-� + Class 2(with Salmonids) floodplain to the headwaters of streams. Year FloodplainS Class 2(perennial;salmonid Y.2-.,,•1.';3_ �3 �? use undetermined) 1� • • • • • Class 3 100-Year Floodplains Unclassified � r y.y � .r--t-. I � .. - c-•-�, I •.c'• mar +q..y �I 1 (� .� NGl!I�� Y � r .:'.� ••-+~ '� '.�, °�.� '`, ` 7� .I�. � A,, ".yam .r.. •'1 '�" .+r--''- p I 57 { r-�—Lfit �1, r.. r�.. �',`'r�'�\ _. �. _ ":�t ' • ,� I _ it �' I r ,{ � I _1�� .. vi/ 1 :SC2a1.Ti+i✓'•l � r /. �. t �` �� t yI ✓ lS�f ��'-�-• �.f•! *F J I � ... � � 4 ��'. r _ .�. �.+ ,{, I ',.: -""-rn'._\�( t.-.Lx 1 / lj : ., _ �j y, 1 �'� �i � {>.+•*rr+:'f''. -.i � 'N .i � �La: ZI �jry t�>r ,(•' "' C '�.i L� r ,ter+ ♦ Atj. I - ,- LX y !' , rr " u I � 1/ `'� �:� .I ', ��- I�� . ! .l. ._ •�i....i 9L.., ! C.7 � i � r '�. •r,f.r C�� 1 I . • r V J � � -- s�:min 7 A \ � n �` p� lei � � �®,, "'.-�•, � �� �� i� �rv+ l.�7ifl�� •' ""'" } � `� �i,n�' ,iwrl�,�� 15��1". r�'�r►�u - x \ tj 1'' • ao Ire t \ i 1' h�' :c it •� - It � i 4 •M. •�`!•, '�\,�f n it 1`. �� � rl i� �' \ 1 1 \\ 1 b- 1! t• -�� "`; `� ) '' a �' l •�'�. 9 7 .j - P I i, . �� to �• '�. 7L p� , - .tti • � 1 ?� 1 I �`y #• 'f•ci ak - A t � *�-4�' -r. k •,3 rl••: � � \, { 'fir ✓*�' T. �� � �'` ,, •j to � "\ v�. i T+ i A. Ll auwarlis►, See wetlands and landslide hazard maps for Seismic Hazard additional potential seismic Hazard areas. ,. Wetlands and landslide areas are susceptible 2 ' to failure during earthquakeS. Other seismic Areas t3. hazard areas not shown on this map are t: shorelines underlain by lacu strine sediments; these are susceptible to liquefaction. ';;r, 12. Rlli vii �i„� x ■ • i l�i�, on o���a ""roue`+�mirN■■ � i i � \ �i '� M. rd �� wT ®.tavmca S A ulllw Mill► � , c�A = �� ICU— Pill Jim I WE MORE a • 4% I ,. - 8e0 BeC• f• .�. � �� P P •i. _ ti _ +.. 3 RA ROAD Tu .�x� F d y Q-�e( _Ole- 1 .I \. ■ - %F`�St':. No CO wo I Ur A- v Y 1 l 13 Py 1 Goff urse I ' - gta A. Ur q►�Sew ge oRTNE I • �u .\`- --'' Dfs sal Sam :u AgC � •-t M •16 � •�. ;�� � �AgD 20 1 ��� ;�• I pu 9 I � ," l.ongacreS -t-r I Pu Pu• r \ 515 r i R �40 Py Wo BeD48eC1 ' t- Ur 1 :. u 0 1 Track $F1 B 29 Ur wy 1 ❑ R s rvoir - Py .� • ' W � � . 1 2 So Tu z m z 2 W Pu i ^ Sk WO I\j� M '•� 25 0 - - V' �Bo3 29 1 169 I AgC n Py Sk 1 C1 Wo Ur 1 P InC I M O '(�'. �. ;d AgD. 'so 173� -- - KING COUNTY SOIL SURVEY MAP F = 2000' GUIDE TO MAPPING UNITS--Continued Woodland Described Capability unit group Map on symbol Mapping unit page Symbol Page Symbol Re Renton silt loam-------------------------------------------- 26 IIIw-1 75 awl Rh Rivezwash--------------------------------------------------- 27 VIIIw-1 78 --- Sa Salal silt loam--------------------------------------------- 27 IIw-1 74 2ol Sh Sammamish silt loam----------------------------------------- 27 IIw-2 75 awl Sk Seattle muck------------------------------------------------ 28 IIw-3 75 --- Sm Shalcar muck------------------------------------------------ 29 IIw-3 75 --- Sn Si silt loam------------------------------------------------ 29 IIw-1 74 2o1 So Snohomish silt loam------------- --------------------------- 30 IIw-2 75 3w2 Sr Snohomish silt loam, thick surface variant------------------ 31 IIw-2 75 3w2 Su Sultan silt loam-------------------------------------------- 31 IIw-1 74 3w1 Tu Tukwila muck------------------------------------------------ 32 IIw-3 75 --- Ur Urban land-------------------------------------------------- 33 -------- -- --- Wo Woodinville silt loam--------------------------------------- 33 IIw-2 75 3w2 l/ The composition of these units is more variable than that of the others in the Area, but it has been controlled well enough to interpret for the expected use of the soils. • GUIDE TO MAPPING UNITS For a full description of a mapping unit, read both the description of the mapping unit and that of the soil series to which the mapping unit belongs. See table 6, page 70, for descriptions of woodland groups. Other information is given in tables as follows: Acreage and extent, table 1, page 9. Town and country planning, table 4, page 57. Engineering uses of the soils, tables 2 and 3, Recreational uses, table 5, page 64. pages 36 through 55. Estimated yields, table 7, page 79. Woodland Described Capability unit group Map on symbol Mapping unit page Symbol Page Symbol AgB Alderwood gravelly sandy loam, 0 to 6 percent slopes---------- 10 IVe-2 76 3d2 AgC Alderwood gravelly sandy loam, 6 to 15 percent slopes--------- 8 IVe-2 76 3dl AgD Alderwood gravelly sandy loam, 15 to 30 percent slopes-------- 10 VIe-2 78 3dl AkF Alderwood and Kitsap soils, very steep------------------------ 10 VIIe-1 78 2dl AmB Arents, Alderwood material, 0 to 6 percent slopes 1/---------- 10 IVe-2 76 3d2 AmC Arents, Alderwood material, 6 to 15 percent slopes 1/--------- 10 IVe-2 76 3d2 An Arents, Everett material 1/----------------------------------- 11 IVs-1 77 3f3 BeC Beausite gravelly sandy loam, 6 to 15 percent slopes---------- 11 IVe-2 76 3d2 BeD Beausite gravelly sandy loam, 15 to 30 percent slopes--------- 12 VIe-2 78 3dl BeF Beausite gravelly sandy loam, 40 to 75 percent slopes--------- 12 VIIe-1 78 3dl Bh Bellingham silt loam------------------------------------------ 12 IIIw-2 76 3w2 Br Briscot silt loam--------------------------------------------- 13 IIw-2 75 3w1 Bu Buckley silt loam-------------- --- 13 IIIw-2 76 4wl Cb Coastal beaches----------------------------------------------- 14 VIIIw-1 78 --- i Ea Earlmont silt loam-------------------------------------------- 14 IIw-2 75 3w2 Ed Edgewick fine sandy loam-------------------------------------- 15 IIIw-1 75 2ol EvB Everett gravelly sandy loam, 0 to 5 percent slopes------------ 15 IVs-1 77 3f3 EvC Everett gravelly sandy loam, 5 to 15 percent slopes----------- 16 VIs-1 78 3f3 t' EvD Everett gravelly sandy loam, 15 to 30 percent slopes---------- 16 VIe-1 77 3f2 BwC `Everett-Alderwood gravelly sandy loams, 6 to 15 percent i slopes------------------------------------------------------ 16 VIs-1 78 3f3 InA Indianola loamy fine sand, 0 to 4 percent slopes-------------- 17 IVs-2 77 4s3 • InC Indianola loamy fine sand, 4 to 15 percent slopes------------- 16 IVs-2 77 4s3 InD Indianola loamy fine sand, 15 to 30 percent slopes------------ 17 VIe-1 76 4s2 KpB Kitsap silt loam, 2 to 8 percent slopes----------------------- 17 IIIe-1 75 2d2 I KpC Kitsap silt loam, 8 to 15 percent slopes---------------------- 18 IVe-1 76 2d2 iKpD Kitsap silt loam, 15 to 30 percent slopes--------------------- 18 VIe-2 78 2dl KsC Klaus gravelly loamy sand, 6 to 15 percent slopes------------- 18 VIs-1 78 3fl Ma Mixed alluvial land------------------------------------------- 18 VIw-2 78 2ol NeC Neilton very gravelly loamy sand, 2 to 15 percent slopes------ 19 VIs-1 78 3f3 Ng Newberg silt loam--------------------------------------------- 19 IIw-1 74 2ol �E ------------------------------A Nooksack silt loam------- ------- 20 IIw-1 74 201 No Norma sandy loam---------------------------------------------- 20 IIIw-3 76 3w2 �+ Or Orcas peat---------------------------------------------------- 21 VIIIw-1 78 --- ,i Os Oridia silt loam---------------------------------------------- 21 IIw-2 75 3wl OvC Ovall gravelly loam, 0 to 15 percent slopes------------------- 22 IVe-2 76 3dl OvD Ovall gravelly loam, 15 to 25 percent slopes------------------ 23 VIe-2 78 3dl OvF Ovall gravelly loam, 40 to 75 percent slopes------------------ 23 VIIe-1 78 3dl 'I Pc Pilchuck loamy fine sand-------------------------------------- 23 VIw-1 78 2sl ii Pk Pilchuck fine sandy loam-------------------------------------- 23 IVw-1 76 2sl 'I Pu Puget silty clay loam----------------------------------------- 24 IIIw-2 76 3w2 Py Puyallup fine sandy loam-------------------------------------- 24 IIw-1 74 2ol RaC Ragnar fine sandy loam, 6 to 15 percent slopes---------------- 25 IVe-3 77 4sl RaD Ragnar fine sandy loam, 1S to 25 percent slopes--------------- 26 VIe-2 78 4sl RdC Ragnar-Indianola association, sloping: 1/---------------------- 26 Ragnar soil--------------------------------------------- -- IVe-3 77 4sl Indianola soil------------------------------------------- -- IVs-2 77 4s3 RdE Ragnar-Indianola association, moderately steep: 1/------------ 26 -------- -- Ragnar soil--------------------------------------------- -- VIe-2 78 4sl Indianola soil------------------------------------------- -- VIe-1 77 4s2 • U. 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