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HomeMy WebLinkAbout03013 - Technical Information Report�: � Q m - - TECHNICAL 1NFORMATION REPORT FOR - FOR THE HAMLIN SHORT PLAT (3 LOTS) LOCATED AT 813 SW 3`d PLACE ' CITY OF RENTON,WASHNGTON August 10, 2001 Prepared For: Michael Knutsen Our Job No.: 00036 �� ` , Ryan Jeffries P 8. M ' Proj ect Engineer �Q��oF W ,tic�9 ��' o z 'O9 �1TT0 �Q� 'q�O,NAg��6\a� EXPfRE8?Jt�l�a r�Z. a � �o j � � ana B. Mower, P.E. Principal Engineer DBM Consulting Engineers 502 16`� Street,N.E., Suite 312 Auburn,Washington 98002 Phone: (253) 887-0924 Civil Engineering, Land Planning, Surveying, Environmental Services 3 0�3 TABLE OF CONTENTS 1.0 GENERAL INFORMATION. ... . . .. .... ... ... ... ..... . . .... ... . .3 2.0 STORM DRAINAGE DESIGN. . .. . ..... ...... ........ .. ..... .. . .3 2.1 SITE HYDROLOGY... ... .. .. . .. . ... .. .. . .. . . .. . .. ....... ..3 2.2 CONVEYANCE.. . . . .. ... . .. ... . .. . .. . . ........ .. ....... .. . .4 2.3 DETENTION DESIGN. . . . . . . ... .... .. .. .... . ... .. ... . . .. ..4 2.4 WA1�ER QUALITY DESIGN. . .. ... .... .. . .. . .. . . .... .....4 3.0 T'EMPORARY EROSION CONTROL PLAN DESIGN.. ...4 APPENDIX EXHIBIT A: VICINITY MAP..................................................................5 EXHIBIT B: ASSESSOR'S MAP AND LEGAL DESCRIPTION........................7 EXHIBIT C: KING COUNTY SENSITIVE AREA MAP FOLIOS .......................10 EXHIBIT D: FEMA FLOODPLAIN MAP ..................................................17 EXHIBIT E: DOWNSTREAM ANALYSIS .................................................21 2 1.0 GENERAL INFORMATION The purpose of this report is to provide information regarding the grading, temporary erosion control, and storm drainage systems for the proposed Hamlin Short Plat Project. The site is located at 813 Southwest 3fd Place, Renton, Washington 98055. More generally, the site is located in the northeast quarter of the southeast quarter of section 13, township 23 north, range 4 east, Willamette Meridian. This project proposes to create 3 lots from 2 existing lots. The site is 0.44 acres or 19,172 square feet (s fl in size. The existing house will remain on lot 1 (5,385s fl; lot 1 consists mostly of lawn with several mature trees. Lot 2 (b,614s fl, and lot 3 (7,173s fl; currently consist of sparsely wooded area with dense grass and underbrush. Generally, the site slopes to the southeast at approximately a 14% grade. Proposed improvements consist of (road widening) frontage improvements for Southwest 3rd Place, constructing single-family homes on lots 2 and 3, extending services for water, sewer and storm drainage facilities to the new homes, and constructing a paved 12-foot wide private drive. The 12-foot private drive is allowed because lot 3 is 149.99 feet from the fronting road and lot 1 will access directly from Southwest 3`d Place as it currently does, thus a fire access road with a turnaround is not required. A 20-foot wide ingress, egress and utilities easement is proposed along the east property line of lots 1 and 2. The easement is for the benefit of lots 2 and 3. A full geotechnical report has been performed by Earth Consultants, Inc. and is available upon request. 2.0 STORM DRAINAGE DESIGN The storm drainage system for this site has been designed in accordance with the 1990 King County Surface Water Design Manual and the 2000 City of Renton submittal requirements for a short plat/ subdivision of four lots or less. 2.1 SITE HYDROLOGY The site is located on a hill that is drained by the City of Renton stormwater conveyance system. Currently, the majority of the site slopes at approximately 14% to the southeast corner of the property. The majority of the stormwater runoff presently sheet flows across the site and discharges onto the neighboring properties to the south and east. A small percentage of the site (approximately 1360s fl slopes down towards Southwest 3rd Place. Stormwater from this portion of the site exits the site on the north side and flows in a raised asphalt gutter to a catch basin on the south side of Southwest 3'� Place, from there it flows via gravity flow within the Ciry of Renton storm drainage conveyance system. The site will be graded to the extent required for building pads and the access driveway. Grading will be limited to the site as detailed on the Grading Plan. 3 2.2 CONVEYANCE Stormwater runoff from the Southwest 3'� Street widening will sheet-flow to a catch basin located at the northeast corner of the site adjacent to the new driveway access connection. The runoff will then be conveyed via the City of Renton storm drainage conveyance system located within the Southwest 3rd Street right of way. 2.3 DETENTION DESIGN Per the 1990 KC SWDM, this project is not required to provide storm water detention or II water quality facilities because the new pollution generating impervious surface to be constructed is less than S,OOOsf and the additional surface water runoff is negligible. The �I new pollution generating impervious surface to be constructed is calculated to be 4,877sf including sidewalks. 2.4 WATER QUALITY DESIGN Due to the small size of the site, it was determined that it is not required to provide water quality treatment for the site. However, grass swales and flow spreaders will be constructed to convey the surface water runoff from the new driveway to an acceptable point of discharge (ie the natural discharge location). The swales to be constructed will provide some measure of water quality treatment, but are not designed as water quality facilities per the 1990 KCSWDM. 3.0 TEMPORARY EROSION CONTROL DESIGN A temporary erosion control design plan has been included within the engineering design plan submittal. Several temporary erosion control measures are proposed. A rock construction entrance has been designed at the entrance point along 3`d Place. Clearing and grading limits are proposed around all portions of the site that will be modified. Since fill will be added to the building locations, filter fabric fence will be required around the perimeter of the site. To prevent silt-laden runoff from entering the existing public stormwater conveyance system, a filter fabric barrier will be constructed around the existing catch basin on the south side of Southwest 3`� Place. Air-dried straw and chipped site vegetation will be used as mulch and will be spread over all cleared areas of the site when they are not being worked. See the Temporary Erosion Control Plan. A sediment trap was not provided; due to the minimal size of the site, its construction would have disturbed the site more than necessary. 4 APPENDIX �� EXHIBIT A: VICIl�TITY MAP 5 VICINITY MAP � ! y T a . 1a1-9 :t< iF _rrt t N's.'q -�i�f �- 1 b �' �• �� ,.�!r�, �� �� �;.�� `� .� ,� z�; x R �.S S' �s' ''g' i 3 � � a �v a tc- �'�d -R � �� .{ �,�'�� ��:��i '�s� �t�-�.�1 � '�.���� �..r{t � N `y � U� ..a.,,^d�4� +y`'y`* Y .Y�"'C44�s-`� :�`"-�`Cr":.ii s 2 'i � � �! _�2* ��,�' � � '� g dsi : `4d'. \ ' � �'e �'y� 'S v � �� i t� 01 B � `�- �-405 E�Cd � ;:>;� � :;._,..� rk D 1� 16th St �th I .� A U, V 8(� � `} S' � 'o l� f� N h$t s h p� f a o� S � `�,. 5 °o'� ,��,5� �n .9 > '. 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'/ R Vl c r• `L. „A� .�� � I! � . ���� � ff 'I� ' r� ' I a •V�;� ��• C r��j� �„+ � a� i r;p Jie "r r R ' re� �� • i�r ' r r. .... ...: ,., i � , _�o..��� ," _,._�. ,, a,.����R.. � .M.�... NE 2�-2'J'4 �^++ w�'" � LEGAL DESCRIPTION Lots 10 and 1 l, Block 6, Earlington Addition, according to the plat thereof recorded in volume 14 of plats,page 7,records of King Co.,Washington. I � � , � � EXHIBIT C: KING C�UNTY SENSITIVE AREA MAP FOLIOS 9 �`� y �a � ; � �` '�.t�n��'�Hji � , �"` x ,� 5 '; .s. y .� , ��,����� � b , } i' W ''" 4`b � ; - .ClE�� ��� i � �� ' f ',�� � l�l ./c�e'� a,g�������� ��=y ���� ; c _ _ !'�����C r�`' ' � `�:;�� c"r�`�.�'.-�vS .'�i 4 �� `���- �'��yl1� � _ � � �. 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' � � ,� � � � " F �s�.�����.,., . ...��.��►. � � i��'u ���..�����1�� ..�A� � ''� ��r���.�.��€ ������� ��r�:At��l1 S � �``'d ';.;,• , � , �� � �� ��` � �, "� � �►��� '���� �Iti7�?�il:�i.i�i� � � ���1.��l.��..X�cYI 1! � �� - � _ � � 7�s�`a ����le1 ��. �„���.� � � ,� ''��i����►� �'' � � � �...�..� ` ,y I� d:�� �� ` a :��•����.�Sws l7�4� �' i.s� -_. \C"'�4 �' —'t� �� � , � � � � � / " � �1�l� - - - - � ���r2� f���►��-- � EXHIBIT D: FEMA FLOODPLAIN MAP ; ; i �' ; ,s • • i ,� = --�� NATIONAL FLOOD INSURANCE PROGRAM � �� 3`:�__���P� �� i, _. :," y ���i� F I RNI - - ��� =- ' FLOOD INSURANCE RATE MAP � :a� .� � � KING COUNTY, }�� WASHINGT4N AND � INCORPORATED AREAS � _,� PANEL 976 OF 1725 - (SEE MAP INDEX FOR PANELS NOT PRINTED) =_� �� --_�, -_::-j�; � = �' CONTAINS: ��� COMMUNITY NUMBER PANEL SUFFIX � r;:�� - ��' KING COUNTY, "��;�' UNINCORPORATED AREAS 530071 0976 F � '� RENTON,CRY OF 530088 0978 F -- �"'�� SEATTLE,CfTY OF 530089 0978 F - ---:.r.�--� TUKWIIA,CfTY OF 530D91 D978 F . . / W � z � > a ' � � 134TH F . m � STR��T ` L. � �. ��RP � � ��ArE LIIVjITs �� y � Q � � r o,� yz �NGsro� . � a ti S��THwFST � PROJECT SITE ROq� � 3Ap � � �R_PORATE LfMITS so� PiacF 2 � W 18 �� y Q � eURVNGTpN � so o� G�. �� ��T � 4rH ,�� : CITY OF RENTON Pt,q� z �,° � 530088 F '' '� � SUNS�T �� �� BOULEVARD J= � �'O � -»� �r+•:.:' ..ti>, 9T �i ti �~ �. �92 So�Ty�ST ' ' . � ,, �c,.. � V�N ST •:,�� �- � - �;a. RFFT Sw sT H ���F t, �r r r�, �j�, 4'' � i 's i �NE X ��MIT OF iF ODWAY SOUTHWEST 7TH STREET 13321 /- �a; � F � � ^ ZONE X ` � l`� i � LEGEN D SPECIAL FLOOD HAZARD AREAS INUNDATED BY 100—YEAR FLOOD ZONE A No hase Ilood clevations determined. ZONE AE Base flood clevations determined. 122°13'07.. — 47°30'�0" ZONE AH Flood dep[hs uf 1 �� 3 feet (usually amas o( ponding): base flood e(evations � detertnined. ZONE AO Flood deptfis o( 1 to 3 feet luwally sheet flow on sloping terreinl; average deptlu � determined.Frx arcas of allwial fan flooding, velociHes also dNcrmined. ZONE A99 To be protected Gom t0�year Ilood by Federal flood proteuion sysrem under conswdion; no base elevations determined. ZONE V Coastal flood with velodry hazard Iwavc xtion);no base flood elevations derertnined. _ ZONE VE Coastal flood with velocity hazard (wave actionl; base 11a�d elevaHons determined. � : � ,,- FLOODWAY AREAS IN ZONE AE — � OTHER FLOOD AREAS ZONE X Areas of SOQ-year flood;areas of 100�year flood with average depths of lesa than t foot or with drainage areas less than CITY OF RENTON i square mik; and areas protectee by � levees (rom 100-year Ilood. 530088 • � � OTHER AREAS ZONE X Areas determined ta be outside 500-year � _ floodplain. ZONE D Areas in which flood hazxds are undetermined. UNDEVELOPED COASTAL BARRIERS � `\ \ � Identified Identifled Othervvise N 1983 1990 Protected Arcas I— Caastel barrier areas are normally located within or edjacent to Special � Hood Hazard Areas. J Flood Boundary F Floodway Boundary �Q O _ _ Zone D Boundary � Boundary Dividing Special Flood � � I Hazard Zones, and Boundary — '-U' �I 1' �` �I�� ,x4�, Dividing Areas of Different Coastal Base Ftood Elevations � Withln Soecial Flood HAZArfJ ZOIIC3. � � Base Fbod Elevation Line; 513 Elevation in Feet. See Map Index for Elevation Datum. D D Cross Secrion Line Base Flood Elevation ln Feet (EL 987) Where Un'rform Withln Zone. � See Map Index for Elevation Oatum. RM7 X Elevation Reference Mark • M2 River Mile Horizorrtal Coordinates Besed on North 97°U7'30".32°22'30" American Datum of 1927 (NAD 2�) Projection. � NOTES This map is for use ln edministering the National Flood Insurence Program; STREET it does not necessari idanti all areas sub"ect to floodln ly� fy � g,particularly from local drainage sources of smatl size, or all planlmevic teatures outside Special Fbod Hazard Areas. Coestel base flood etevations epply only landward of 0.0 NGVD,and include the effects of weve actfon: these elevations may also diffar sig 'ruf'icanUy from those developed by the National Weether Service for hurcicane evacuation planning. Areas of Special Flood Hazard 1100-year tlood) include Zones A.AE,AH,A0, EXHIBIT E: DOWNSTREAM ANALYSIS ; ; '- 1 , . I ' � ', i.. L O JOB#00036 Downstream BASIN RECONNAISSANCE SUMMARY Flood lain/Floodway Ma s EMA) Pane1976 of 1725, King Co, WA The Duwamish River floodway is located approximately %4 mile southwest, and 1/z mile downstream of the site. Sensitive area folio ma s Wetlands There are no wetlands located on-site. Streams and 100 year floodplains The Duwamish River is located approximately %2 mile downstream of the site. Erosion Hazard Areas There are no erosion hazard areas located on-site. Seismic Hazard Areas There are no erosion hazard areas located on-site. Landslide Hazard Areas There are no landslide hazard areas located on-site. Coal Mine Hazazd Areas There are no coal mine hazard areas located on-site. US De artment of A 'culture, King County Soils Surve Soils BeC, Beausite gravelly sandy loam, H drologic Grou DBM Consulting Engineers JOB#00036 Downstream EXISTING DRAINAGE The site is located on a hill that is drained by the City of Renton stormwater conveyance system. Currently, the majority of the site slopes at approximately 14%to the southeast corner of the property. The majority of the stormwater runoff presently sheet flows across the site and discharges onto the neighboring properties to the south and east. A small percentage of the site (1360 ft2) slopes down towards Southwest 3`d Place. Stormwater from this portion of the site exits the site on the north side and flows in a gutter to a catch basin on the south side of Southwest 3`d Place, from there it flows via gravity to the City of Renton storm drainage conveyance system. The downstream route is described in detail in Table 1. PROPOSED DRAINAGE Stormwater will sheet-flow to catchbasins via the inverted crown of the access road. The runoff will then be conveyed to a pump chamber located near the southeast property corner within 8"PVC pipe. From the pump chamber, a 48"type 2 catch basin, the storm water will be pumped northeast,towards Southwest 3�d Place. The storm drainage force main will discharge to a wet-vault designed to detain the mean annual storm. The outflow from the wet-vault will flow via gravity to the City of Renton storm drainage conveyance system. The downstream route is described in detail in Table 1. DBM Consulting Engineers JOB#00036 Downstream DOWNSTREAM OBSERVATION Date of Observation: Observer: Josey Sandoval Weather: Sun, 80°, no rain in previous five days The first catch basin(R1)was filled with sediment to the bottom of the discharge pipe. A steady flow of water(approx. 1 garden hose) entered catch basin at the end of R3 on a hot, sunny day. Neighbors claim the flow is caused by springs beneath a nearby park (just north of the site). No sediment accumulation was visible within the pipes. Existing structures were constructed of brick and mortar. No existing or potential problems within downstream conveyance were observed. The downstream route is described in detail in the following table: � - I � �--! DBM Consulting Engineers JOB#00036 Downstream TABLE 1 Distance from Drainage Component Existing Potential Symbol site discharge Slope Observations Description Problems Problems Begin End Gutter flow(to east) from in CB filled with R1 0+00 0+88 front of site to existing CB none none sediment to bottom on south side of 3'�Place of dischar e i e Gutter flow(to east) from in R2 p+gg 1+13 front of site to existing CB none none on south side of 3'�Place 12"conc.pipe between R3 1+13 2+58 s7uctures(to east)on north none none See Note 1 Below side of 3`�Place 12"conc.pipe between i R4 2+58 3+98 structures(to east)on north none none side of 3'�Place 12"conc.pipe between RS 3+98 4+38 structures(to east)crossing none none beneath Earlin ton 12"conc.pipe between R6 4+38 5+66 structures(to east)on north none none side of 3`�Place 12"conc.pipe between R7 5+66 6+91 structures(to east)on north none none side of 3rd Place 12"conc.pipe between R8 6+91 8+67 structures(to east)on north none none side of 3`d Place 12"conc.pipe between structures(to east)on north R9 g+67 10+18 side of 3`�Place;temunates none none I at northwest comer of intersection of 3rd and Stevens 12"conc.pipe between I R10 10+18 10+61 structures(to south)on west none none side of Stevens,crossing beneath 3`�Pl. 12"conc.pipe between R11 10+61 11+69 structures(to south)on west none none side of Stevens 12"conc.pipe between structures(to south)on west side of Stevens;terniinates R12 11+69 13+40 at NW comer of intersection none none of Stevens and Sunset Blvd., storm line continues east on north side of Sunset Blvd. NOTES 1) Steady flow of water(approx. 1 gazden hose)entering catch basin at end of R3 on a hot,sunny day.Neighbors claim the flows are caused by springs beneath a nearby park(just north of site) 2) No sediment accumulation visible within pipes. 3) Existing structures constructed of brick and mortar. DBM Consulting Engineers