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114 CASPERS ST.PDF11111111111111 10556 114 CASPERS ST TAX ACCOUNT/PARCEL NUMBER: ZI O-5ZHOOZO I -J D BUILDING PERMIT (NEW STRUCTURE): ,-002-01 t5I �S1-9) COVENANTS (RECORDED) FOR: CRITICAL AREAS: b �� l DETERMINATION: ❑ Conditional Waiver ❑ Study Required x Waiver DISCRETIONARY PERMIT #'S: DRAINAGE PLAN DATED: 1 DI 111 0Z PARKING AGREEMENTS DATED: EASEMENT(S) RECORDED FOR: PERMITS(OTHER): J9c�>b J9 I m (d , Lagga Plfib) lam( (abCoSS(J,"Pb✓�j PLANNING DATA CHECKLIST DATED: I OL �Z SCALED PLOT PLAN DATED:�SiTI DZ SEWER LID FEE $: LID #: SHORT PLAT FILE: LOT: BLOCK: SIDE SEWER AS BUILT DATED: On SIDE SEWER PERMIT(S) GEOTECH REPORT DATED: STREET USE / ENCROACHMENT PERMIT #: WATER METER TAP CARD DA�jT,E�D:1�C�G �' t 'n ni' l C,," � � OTHER: �OW q �—m (1�V u) �N I u ° 4 ` ?7A0 f ` 1NA 011)c,h t L:\TEMP\DSTs\Forms\Street File Checklist.doc Shuster, Jer From: Shuster, Jerry Sent: Wednesday, December 26, 2012 10:51 AM To: 'rblacklow1@comcast.net; McConnell, Jeanie Subject: RE: 114 Caspers St. Richard, an alarm is not required by the City for your size single family lot, where you put it is up to you. --Jerry From: rblacklowl@comcast.net [mailto:rblacklowl@comcast.net] Sent: Wednesday, December 26, 2012 10:07 AM To: McConnell, Jeanie Cc: Shuster, Jerry Subject: 114 Caspers St. Jeanie Can we move the alarm from on the outside of the garage to the inside? I have discussed it with the electrician and. it is doable. Donna Breske advised that the plans did. call for the alarm on the outside, so like replacing the pump, I do not want to move the alarm without the city's approval. Richard Blacklow 1 of EDAf CITY OF EDMONDS -' 121 5TH AVENUE NORTH - EDMONDS, WA 98020 PHONE: (425) 771-0220 - FAX: (425) 771-0221 *PERMIT MUST BE POSTED ON JOBSITE* STATUS: ISSUED ENG20120319 RIGHT OF WAY PERMIT (I -Single Family) Permit Number: ENG20120319 Expiration Date: 10/26/2012 Job Address: 114 CASPERS ST, EDMONDS Location: -APPLICANT CONTRACTOR CLASSICO HOMES CAJUN EXCAVATING INC PO BOX 5012 602 MAPLE AVENUE 4201 LYNNWOOD, WA 98046 SNOHOMISH, WA 98290 (206)915-6870 LICENSE #: CAJUNE1103C2 EXP: 5/13/2014 Extend City storm main within Caspers Street. Connect existing on site detention system to City storm system at new CB to be set in ROW near NE corner of property. DISRUPTION INFORINIATION ASSESSED VALUE: $0.00 PROPERTY AREA: 0 SIDEWALK: (OXO) DURATION IN MONTHS: 0 FEE: $0.00 STREET DISRUPTION TRENCH CUT: (0 X O ) PARKING: (OXO) DURATION IN MONTHS: 0 FEE: $0.00 YEAR OF OVERLAY: 0 FEE: $0.00 ALLEY: (OXO) DURATION IN MONTHS: 0 FEE: $0.00 INDEMNITY. • The Applicant has signed an application which states he/she holds the City of Edmonds harmless from injuries, damages or claims of any kind or description whatsoever, foreseen or unforeseen, that may be made against the City of Edmonds or any of its departments or employees, including but not limited to the defense of any legal proceedings including defense costs and attorney fees by reason of granting this permit. THE CONTRACTOR IS RESPONSIBLE FOR WORKMANSHIP AND MATERIALS FOR A PERIOD OF ONE YEAR FOLLOWING THE FINAL INSPECTION AND ACCEPTANCE OF THE WORK. • Traffic Control and public safety shall be in accordance with City regulations as required by the City Engineer. Every flagger must be trained as required by (WAC) 296-155-305 and must have certification verifying completion of the required training in their possesion. • Restoration is to be in accordance with City codes. All street -cut trench work shall be patched with asphalt or City approved material prior to the end of the workday- NO EXCEPTIONS. • Three sets of construction drawings of proposed work are required with the permit application. CALL DIAL -A -DIG (1-800-424-5555) BEFORE ANY EXCAVATION CALL FOR INSPECTION (425) 771-0220 EXT. 1326 24 HOUR NOTICE REQUIRED FOR ALL INSPECTION REQUESTS APPLICATION APPRON'AL THIS APPLICATION IS NOT A PERMIT UNTIL SIGNED BY THE CITY ENGINEER OR HIS/HER DEPUTY: AND FEES ARE PAID, AND RECEIPT IS ACKNOWLEDGED IN SPACE PROVIDED. Printed: Thursday, August 30, 2012 ze).2 RELEASED BY DATE FILE COPY ,71 INSPECTOR COPY ❑ APPLICANT COPY DONNA L. BRESKE, P.E. 6621 Foster Slough Rd. Ph: 425-334-9980 Snohomish, WA 98290 Fax: 425-334-7380 e-mail: donnabreske@comcast.net July 18, 2012 11zCz1VP VRT gin J'Jt ? City of Edmonds,+� , EN 3 ?0�? w C! North NF 1215 AvenueER1N Edmonds, WA 98020 Dl wglpN Subject: Request for review and approval of Storm Water Pump Basin Reference: 114.Caspers Street, Storm Pump Design It is requested that the attached storm water pump basin detail is review and approved for use on the 114 Caspers Street Site. A 24" Diameter Royal Kor Pipe with Oneco Systems Lids are proposed in lieu of the standard fiberglass sanitary sewer pump basin per city of Edmonds Standard Detail E6.3. Applicable manufacturer's data and specification sheets are included with this letter. This Kor Pipe is smooth interior wall, and ribbed on the outside. The outside ribbing will provide the necessary friction and "locking" against the vertical soil interface and thus eliminate the need for a concrete ballast to prevent buoyancy. Approval of the attached storm water pump basin system is requested. Sincerely, &wv,p,_ 0 . Donna L. Breske, P.E. Phone: 425-334-9980 PREPARED BY, DONNA L. BRESKE, P.E. 6621 FDSTER SLOUGH RD. SNDHDMISH, WA 98290 PHDNE: 425-334-9980 donnabreske@concast.net ORENCO SYSTEMS VENTED FIBERGLASS LOCKING LID EL=99.6 y y /i. / 4.6' +/- EL=95.0 BEARING SOIL PREPARED FOR MARSHA & ERIC MILLER 114 CASPERS STREET EDMDNDS, WA 98020 PHDNE: 425-478-5096 TOP=99.75 FORCED MAIN SECURED ALL PIPES. AT PENETRATION NIII TWO PART EPDXY - WELD -ON 810 OR EQUIVALENT (Typ.) 240 DIAMETER ROYAL KOR FLOW PIPE ORENCO SYSTEMS FIBERGLASS LOCKING LID NON -VENTED SECURED WITH TWO PART EPDXY N WELD -ON 810.OR EQUIVALENT STORMWATER PUMP BASIN DETAIL NOT TO SCALE 114 CASPERS ST. EDMONDS, WA DATE: 7-17-12 Fiberglass Access Lids Applications Orenco® Fiberglass Access Lids provide a secure covering for risers, pump basins, and access ports. Lids fit Perma- LOCTM, Ultra-RibTM, Kor HOW, and Ultra-CorrTM pipe. Orenco Fiberglass Access Lids are capable of supporting a 2500-lb (1134-kg) wheel load; however, they are not designed or recommended for vehicular traffic. Cutaway view Core Groove I.D. Gasket Lid O.D. Materials of Construction Lid Fiberglass Core Wood (structural foam in FL36) Gasket, Polyurethane or neoprene Specifications General Oaenco systems Inmmmted 800-348-9843 Orenco Fiberglass Access Lids are molded using fiberglass reinforced polyester resin encapsulating a wood or structural foam core, for added durability and longevity. The finish is green or brown and the top surface is textured to provide a nonskid surface. Gasketed lids include a polyurethane or neo- prene gasket. Lid comes with either two or four 5/6-inch stain- less steel flathead socket cap screws and a hex key wrench. Standard Models FL18G-413U, FL21G, FL2413, FL24-413, FL30G, FL36G, FL48G Nomenclature iT eMEN TOptions: Blank = green B = brown W = warning label (24" and 30" only) C = custom logo ATX = AdvanTex logo (24" only) Attachment method: Blank = 2-bolt-hole lid (30" diameter only) 4B = 4-bolt-hole lid (24", and 36" diameter only) 4BU = 4-bolt-hole lid Ultra -Rib (18" and 24" diameter only) 8B = 8-bolt-hole lid (48" diameter only') Options: G = gasket v = vent CF = carbon filtert 12 = 2" insulaliont 14 = 4" insulationt Lid diameter: I8", 21 ", 24". 307, 36", 48" I Fiberglass lid ' 48" lids come without bolt holes. unless FL48G-8B is ordered and hole localio is are specified For a 48" lid with no holes, to mount on a concrete riser spec f , FL48G. t For more. Yr f n•mation on this option, see the Carbon Filters Submittal Data .Sheet, NSU-RLA-CF-1. $ Blue Stvtn(oam'" has an R-value of l0 per each 2-inch (51 mm) increment. Note: fior basin hottomc: without bolt holes,specifv l-1 18, 1,121, FL24. or F130. Model FL18G-4BU FL21G FL24G-4BU FL24G-4B FL30G FL36G FL48G Lid O.D. in. (mm) 20.25 (514) 22.5 (572) 26.25 (667) 25.5 (648) 32.6 (829) 39.63 (1006) 53.88 (1368) Groove I.D. in. (mm) 17.5 (445) 20.25 (514) 22.75 (578) 23.25 (591) 28.75 (730) 35 (889) 47.5 (1207) Avg. thickness in. (mm) 0.75 (19) 0.75 (19) 0.75 (19) 0.75 (19) 1.0(25) 1.5(38) 1.5(38) Weight lb (kg) 7.25 (3.3) 9.75 (4.4) 12.5 (5.7) 12.5 (5.7) 21.5 (9.8) 41.0 (18.6) 103.0 (46.7) Gasket type polyurethane polyurethane neoprene polyurethane polyurethane polyurethane polyurethane Applications Ultra -Rib Ultra -Rib Perma-Loc Ultra -Rib Perma-Loc Perma-Loc Kor Flo Kor Flo Call for more information © 2008 Orenco Systems' Inc. NTD-RLA-FL-1 Rev.1.0, © 9/08 Page 1 of Fiberglass Lid, 24" W/Neoprene Gasket; 4 bolts, Vented Page I of I ome I roduct Catal Carbon Filters and Accessories Dosing Siphons and Accessories Effluent Filters and Related Components Risers, Lids, and Accessories Tank Adapters and Bolt -down Kits Tools and Supplies Adhesives Pumping Packages and Components Valves and Fittings Control Panels, Alarms, and Floats Splice Boxes and Related Products View entire catalog My Account A My Account FAO Questions and comments Contact us About Security Policy Terms and Conditions Product Information My_Awount I cart I Qrdgr_Stalus Search : Keywords... Advanced search Home .+Catalog .+ Rlsers..Lidsyand Accessories .+ large Lids .. 24 Inch Lids Fiberglass Lid, 24rr W / Neoprene Gasket, 4 bolts, Vented Product code: FL24GV-4BU BeLthe first to rate this product Click to enlarge Product review 2) TELL AFRIEND Connect to_yiew.prices Orenco fiberglass lids provide a secure covering for access risers and are capable of supporting a 2500-lb wheel load. On gasketed models, polyurethane, neoprene, or EPDM gaskets ensure a watertight seal. Comes standard with stainless steel Allen tread bolls and Allen wrench. Lids are molded with an attractive green or brown finish and a textured, nonskid top surface Note: Beware of imported imitations of our Inds that are not as strong. Orenco lids have a "Made in USA' sticker. Note: Lids are not rated for vehicular traffic. Glck_for SugltNttdl_Data Specifications Insulation : None Vent Vented Average rating: Based on 0 ratings. There is no review for this product Home ++ Qotoft ++ Rlsets..Uds.and Accessories +. Large _Lida »» 24.Inch.ltds Fiberglass Lid, 24" W / Neoprene Gasket; 4 bolts, Vented Home I Products Cetetog I Sitemep I Contact us I O 2012 Orenco Systems, Inc. All rights reserved. eCommerce Solution : k�Commerce l Your Search Previous I Next ` product product » http://www.orencostore.comlHotl24-Inch-LidsIF iberglass-Lid-24-WNeoprene-Gasket-4-b... 7/ 18/2012 Fiberglass Lid, 24" W/Neoprene Gasket; 4 bolts, 2" Ins Page l of l ome I roduct Catalog I Product Carbon Filters and Accessories Dosing Siphons and Accessories My_Account I Cart I Ordgr_Status Search : Keywords... Advanced search Homo xx Catalog xx Risers Lids end Accessories xx Leige Llds xx 24 Inch Uds Fiberglass Lid, 24" W / Neoprene Gasket, 4 bolts, 2" Ins Product code: Effluent Fillers and Related FL24G12.4BU Components Be the first to rate this product Risers, Lids, and Accessories Tank Adapters and Bolt -down Kits Tools and Supplies Adhesives Pumping Packages and Components Valves and Fittings Control Panels, Alarms, and Cuck to onto ge Floats Splice Boxes and Related Products View entire catalog ®Account_ My Account Customer Service FAQ Product review Questions and comments Contact us About (Add to my preferred List 0 TELL A FRIEND Connect to view.prices Orenco fiberglass lids provide a secure covering for access risers and are capable of supporting a 250G-lb wheel load. On gasketed models, polyurethane, neoprene, or EPDM gaskets ensure a watertight seal. Comes standard with stainless steel Allen head bolts and Allen wrench. Lids are molded with an attractive green or brown finish and a textured, nonskid top surface Note: Beware of imported imitations of our lids that are not as strong. Orenco lids have a "Made in USA'sticker. Note: Lids are not rated for vehicular traffic. Click_tar Su4mlttal_Data Specifications Insulation : 2in. Vent : None Average rating: Based on 0 ratings. There is no review for this product Security Policy Your Search Terms and Conditions ® r Product Information j End otsearch « Previous t oroduct Hose •• catelQg ., Risers 4ids,aod.AccvssQries .. Lorge_Uds •x 24.1nch.LWs Fiberglass Lid, 24" W / Neoprene Gasket; 4 bolts, 2" Ins Home I Products Catalog I Sitemep I Contnct, us I m 2012 Orenco Systems, Inc. All rights reserved.. e.Commerce Solutlon : k,aCommerco r: http://www.orencostore.com/Hot/24-Inch-Lids/Fiberglass-Lid-24-WNeoprene-Gasket-4-b... 7/ 18/2012 ems.• �. t, SK nD Olf L%� G30nD ��OTM p�]C� PnDOFOdC� POPE 'Sankavy and St,orm Sewer Pipe rrDRtVA n UnD rc0 nTM r 001C uuw uuv uuwuu u v w u uu 1 PRODUCT OE�SCRIPTION & APPLICA�TIONS Royal Kor Flo' PVC profile pipe is a dual wall corrugated pipe. It is lighter than solid wall SOR 35 gasketed sewer pipe but has the same strength and flow properties. Our Royal Kor Flo' PVC profile pipe is cost effective and easy to install. We also carry a complete line of fittings to complement our pipe. Royal Kor Flo' PVC profile pipe has many applications, including: storm and sanitary sewers gravity industrial lines highway and road drainage Royal Kor Flo' PVC profile pipe is a heat fused dual wall pipe with a corrugated exterior wall to provide greater stiffness and limit deflection. The interior wall is smooth, ensuring superior flow characteristics. Gaskets are installed on the spigot end of the pipe during the manufacturing process. Royal Kor Flo' PVC profile pipe is available in 200.900mm (8 - 36") diameters in 4 metre 0 31 lengths. We also have a complete line of fittings and adapters to offer the most effective sewer system possible. CWWred Profile WOW Uniform Pmsatrte DistiArLbn 1111 fF- JFF--- - IUIE -111 Sjv=& tntatbr WaD Deaf un( Wood DYVA t18, Royal KorFIoTM pipe proudly meets the following standards: CIP 0 L. P Certified to F794 OPS 1841 NO 3624-135 B182.4 OPSD 806.040 (Not on 21", 24", 30" and 36" ) Royal Kor Flo' PVC profile sewer pipe and fittings shall be manufactured with a nominal inside diameter of 200.900mm (8.36") and Pipe Stiffness (PS) of 320kPa (46psi) and shall be certified to CSA B1 B2.4 (Profile PVC Sewer Pipe and Fittings) and conform to the requirements of ASTM F794 (Polyvinyl Chloride (PVC) Profile Gravity Sewer Pipe and Fittings Based on Controlled Inside Diameter). The elastomeric gasket joints shall hold a minimum internal hydrostatic pressure of 100kPa 05psi1. 'Royal Pipe Systems provides an INSTALLATION GUIDE with detailed recommendations on pipe handling, assembly and testing of Royal KorFIoTM pipe and fittings. Call one of our offices or ask your sales representative or distributor for a copy. MnVRI 14P( D fillMNI DoDrCts- ii The time and expense Royal Pipe Systems' Joining Colour Coding dedicates to product quality is part of our Clean the bell and spigot of all debris. Lubricant All Royal Kor Flo' pipe is colour coded green. continuing commitment to providing our customers must be applied to the interior of the bell end. The Royal Kor Flo' fabricated fittings are green. with the best products available. pipes are then placed in straight alignment, push the spigot into the bell to the insertion line marked Royal Kor Flo' PVC profile pipe has many Royal Pipe Systems' is recognized for its high on the pipe. Pipe assembly can be completed by applications, including storm and sanitary sewers, quality products. Our state-of-the-art extrusion hand using a bar and block, lever pullers or gravity industrial lines and highway and road equipment and computerized material handling hydraulic jacks. drainage. system ensure consistency. Our quality control testing guarantees that the pipe you install will Our factory -installed gaskets eliminate the perform in the application. problems of rolling or fish mouthing. Care should be taken to avoid over insertion into the pipe bell beyond the spigot insertion line. Easy to Install Royal Kor Flo' pipe is lightweight and easy to handle. The corrugations will not lock together when pipe lengths are lying beside one another and Fittings will not dig into the bedding when the pipe is Royal Pipe Systems' carries a complete line of placed in the trench. fabricated and injection moulded fittings to complement our Royal Kor Flo' pipe. Our fittings are third -party certified to CSA B182.4 Standard. Royal Kor Flo' pipe is available in 200.900mm (8 - 36") diameters in 4 metre (13) lengths. We also have a complete line of fittings and adapters to offer the most effective sewer system possible. s t� �aRr''i2 flx' i � ,� 4 j ,+ 1 QP & 4 s a w 4 If you have any questions or concerns regarding Installation lubricant our line of products or pricing, contact us via email Royal Kor Flo' pipe weighs less than solid wall Royal Kor Flo' pipe must be assembled with Royal at info@royalpipe.com, check us out on the web at sewer pipe, therefore handling and installation Pipe Systems' non -toxic, water-soluble lubricant www.royalpipe.com, or call us at: costs are reduced substantially. Our pipe can be which is listed by the National Sanitation easily cut in the field and the joint assembly can be Foundation (NSF). Western Canada: 1.800.663.0696 handled in the trench without using heavy equipment. Eastern Canada: 1.800.263.2353 19tRini9Ro VOID ICI nTm DnM Benefits to Using Royal Kor Flo' Pipe There are many advantages for using our Royal Kor Flo' PVC profile pipe. Our pipe is lightweight, durable and cost effective. Dual Wall System Royal Kor Flo'' pipe is a dual wall pipe that provides an extremely smooth interior wall which provides excellent flow rates and resists the build up of solids. This smooth interior yields a Manning flow coefficient of n-0.009. Cost Savings When compared to solid wall SDR 35 pipe, Royal Kor Flo' pipe is lightweight thereby greatly reducing the time, manpower, and heavy equipment normally associated with storm and sanitary pipe installations. Superior Pipe Stiffness Royal Kor Flo' pipe has a concentrically corrugated exterior wall that acts as a reinforcing support, therefore providing exceedingly high stiffness. Royal Kor Flo' pipe has a minimum pipe stiffness of 320kPa (46psi) and works in conjunction with embedment materials to minimize deflection after installation. Toughness Manufactured from the highest quality PVC, Royal Kor Flo' pipe is resistant to abrasion, scouring, root penetration, and acidic and alkaline soil conditions. Royal Kor Flo' pipe is not affected by chemicals normally found in sewage and will not be damaged by normal sewer cleaning practices. Product Quality In Royal Pipe Systems' extrusion facilities, each operator is responsible for quality. Pipe is continually tested in our quality control laboratory to ensure conformance with CSA and ASTM P77 requirements. No pipe enters our yard without the seal of approval from our quality control team. Fittings Royal Kor Flo' fittings have been designed for use with Royal Kor Flo' pipe and other types of profile pipe. The fittings are either fabricated from certified pipe or injection moulded. Royal Pipe Systems also offers a complete range of adapters for joining Royal Kor Flo' pipe to other types of sewer pipe; making connections to laterals, sewer stubs, and sewer and storm mains quick and simple. PVC Material The PVC material used in the manufacture of our pipe meets the requirements of PVC class 12364 as specified in ASTM D1784. Quality Control and Assurance Royal Kor Flo' pipe undergoes extensive testing and inspection in our manufacturing facilities in accordance with CSA B1B2A ASTM F794 and BNQ NQ3624.135 Standards (No BNQ on 21", 24", 30" and 36"). The following testing assures our outstanding product quality. a Flattening Test Three specimens of the pipe, each about 150mm (6") long are be flattened between parallel plates in a suitable press until the distance between the plates is 40% of the original outside diameter of the pipe. The rate of loading is uniform and such that the compression is completed within 2 to 5 minutes. The specimens shall be examined for evidence of splitting, cracking or breaking. Impact Resistance Test Samples of pipe to be tested for low temperature impact resistance are conditioned at 0°C (t2°C) for a period of not less than 16 hours. After conditioning, five samples are tested in accordance with the values shown in the table below. There shall be no evidence of shattering, cracking or splitting of the waterway wall when the pipe is tested. There shall be no separation of the two walls in dual wall corrugated pipe. Nominal Pipe Size Impact Farce 1 mm lin) J (ft•Ib) 20018) Flattening Test Three specimens of the pipe, each about 150mm (6") long are be flattened between parallel plates in a suitable press until the distance between the plates is 40% of the original outside diameter of the pipe. The rate of loading is uniform and such that the compression is completed within 2 to 5 minutes. The specimens shall be examined for evidence of splitting, cracking or breaking. Impact Resistance Test Samples of pipe to be tested for low temperature impact resistance are conditioned at 0°C (t2°C) for a period of not less than 16 hours. After conditioning, five samples are tested in accordance with the values shown in the table below. There shall be no evidence of shattering, cracking or splitting of the waterway wall when the pipe is tested. There shall be no separation of the two walls in dual wall corrugated pipe. Nominal Pipe Size Impact Farce 1 mm lin) J (ft•Ib) 20018) 175029.1) 250 00) 190 040.1) 300 02) 205 051.2) 375 (15) 230 069.6) 450 08) 250 084.4) 525121) 250 084.4) 600124► 250 084.4) 750 (30) 250 (184A) 900 (36) 250 084.4) Extrusion Quality Test The pipe will not flake or disintegrate after being immersed in anhydrous acetone for 20 minutes. There is no separation of the two walls in dual wall corrugated pipe. Specimens are tested in accordance with ASTM 02152. Bond Strength It is not be possible to cleanly separate the inner and outer walls at the corrugation valley with a sharp probe or knife point when a sample is tested at eight points equally spaced around the circumference of the pipe. Pipe Stiffness The minimum pipe stiffness is 320kPa (46psi) when tested at 5% deflection in accordance with ASTM D2412. o nvR n mna in nn*m wore _ - Nominal Size mm (in) IFmm Average Inside Diameter (in) Average Outside Diameter mm (in) _ 200 (8) 200 (7.891) 21818.6001 250 (10) 250 (9.863) 274 (10.786) 300 02) 298 (11.729) 325 (12.795) 375 05► 365 (14.374) 398 (15.658) 450 08) 448 (17.649) 486 (19.152) 525 (21) 527 (20.750) 573 (22.580) 600 (24) 597 (23.514) 650 (25.585) 750 (30) 1749 (29.498) 817 (32.150) 900 (36) 901 (35.487) 984(3B.762) ASTM Embedment Proctor Density Height of Cover m (ft) Material Classification (AASHTOT 99) 0 9 1.5 2.4 3.0 3.7 4.3 4.9 5.5 6.1 6.7 7.3 7.9 8.5 9.. 1 (3.0) . (5.0) (8.0► (10.0) 02.0) (14.01 (16.01 118.01 (20.01 (22.01 124.0) I26.0) (28:01. (30.0) Class I Manufactured 90% 0.2 0.3 0.4 0.5 0.6 0.7 0.9 1.0 1.1 1.2 1.3 1.4 1.5 1.6 Granular Angular Class II - Clean 90% 0.2.M14 0.5 0.7.0.80.9 1.1 1 1.2 .3 1.4 1.1.76 1.8 2.0 Sand & Gravel 80% 09 2.3 3.2 11 3.6 11 4.1 5jj 5.5 11. 6.0 11 6.4 7.3 7.7 8.2 9.1 90% 0.2 0.4 0.6 0.8 0.9 1.1 1:2 1.4 -1.6 -1.7 1.9 2.1 2.2 2.3 Class III Sand and 85% 0 77 - 0 99 1.7 2.2 2.6 3.0 3 55 3.9 4.3 4.8 5.2 5.6 6.0 6.5 Gravel with Fines 75% 1.1 1.8 2.9 3.8 4.5 5.5 6.8 . 8.5 9.9 11.3 12.7 14.1 15.5 16.8 65% 1:3 .2.4 3.6 4.7 5.5 6.8 8.5 9.6 11.4 13.0 14.5 16.0 17.3 18.0 85% 0.7. 0.9 1.7 LIE .3.5 3.9 4.3 4.8 5.2 .5.6 6.0 6.5Class IV • Silt 75% 1.3 2.3 3.3 7.8 9.5 10.6 12.2 13.5 15.0 16.3 17.0 and Clay65% 13 24 36 10.5 12.5 15.0 17.6 20.0 22.0 24.0 26.0 Soil conditions are acceptable for this height of cover. Soil conditions are not recommeded for this height of cover. Notes: 1. Test data indicates no pipe installed under conditions specified will deflect more than is indicated; the pipe will deflect less than the amount indicated if specified density is obtained. 2. Bedding classifications are in accordance with ASTM D2321. 3. For burial depths not shown, please contact Royal Pipe Systems' Technical Services department. -nz Serving you from coast t® coast. �o D6 � � 6�1�jo�/o QD '�6 Gk� � • � �uD G� �D � � � � � � • OaG� L►� �?9 I� 06 GID7 �hJ 4c.� • o' : IQ 4c� � u u �d� o' � ' ' ° a : . o `5�� q o .::. o . ° 5� (��,{y� S47c(1�� OFPF� co FAT &J? Pump System Report U"TFq�v,�F For 114 Caspers Street., Edmonds, WA Single Family Residence Date Prepared: July 12, 2012 Revision #1 N 8-10-12 Air Prepared for: Marsha & Eric Miller AP OVED 1' S RM R ENGINEERING Site Address: 114 Caspers Street Edmonds, WA 98020 ate: 8 IS l Marsha & Eric Miller — Pump System Design 114 Caspers Street, Edmonds WA 98020 July 12, 2012 Revision #1— August 10, 2012 — Change length of force main from 40 feet to 47 feet. Re -calculate friction loss accordingly. Pump System Design Overview: Due to the topography of the site, and the lack of a drainage system along the Caspers Street frontage to the Miller lot, it is necessary to pump flows upward from the Detention System in order to achieve gravity flow release to the right-of-way in Caspers Street. Additionally, the nearest catch basin in the Casper Street ROW is about 70-feet east of the east property line of the Miller lot. Therefore, a pump system is proposed on the 114 Caspers Street lot in order to capture storm water flows from the existing Detention Pipe system and route them to the city pipe conveyance system. Pump System Design Discussion: The pump system is designed to be placed in a 2-foot diameter interior smooth wall basin. A concrete anti -floatation base is to be installed with the basin to prevent buoyancy. The site is located in a Direct Discharge Basin. Flows leaving the site will travel eastward in approximately 70 linear feet of 8" pipe system in the right -of --way to be installed as part of this - work. The new 8" pipe will be routed to an existing city catch basin,at the SW intersection of 2nd Street and Caspers Street. The city piping system continues southward down 2"d Street and then turns westward across an easement on private property, travels under Sunset Ave., and then outflow to Puget Sound after crossing under the BNRR tracks. For this site, the flow parameters were calculated at the time the current house was constructed 10-years ago, (in the year 2002). Total impervious area used was 2,675 square feet, (0.0614 ac) and the detention system sized in accordance with the then city handout #E72. The 10-year, 24-hr developed non -mitigated flow rate was calculated at 0.02 cfs. 114 Caspers Street Page 1 of 2 July 12, 2012 —Rev 1, 8-10-12 However, now per the city of Edmonds Storm Water Code Supplement Section 5.7.2 and included with this report, storm water flows released from a site located in a Direct Discharge Drainage Basin, must not exceed the below listed parameters: • Maximum flow rate for the 10-Yr Storm is 0.25 cfs/acre impervious • Maximum flow rate for the 100-Yr Storm is 0.45 cfs/acre impervious Therefore, ESWCS Section 5.7.2 maximum flow rates are used for outflow from the pump. For 10-year storm max rate: (0.25 cfs/acre impervious) x (0.0614 ac) = 0 .01535 cfs Conversion Method for determining flow rate from cfs to gpm, 7.48 gallons = 1 cfs (0.01535 cfs) x (60 sec/min) x (7.48 gal/cf) = 6.89 gpm For 100-year storm max rate: (0.45 cfs/acre impervious) x (0.0614 ac) = 0.02763 cfs (0.02763 cfs) x (60 sec/min) x (7.48 gal/cf) = 12.4 gpm In order to meet the flow parameters, the pump is designed to pump at the upper limit of 12.4 gpm. In accordance with city handout E62, the pump is sized taking into consideration the frictional losses due to the length of pipe, fittings, and elevation difference from pump basin to the point of discharge adjacent to Caspers Street. In order to balance the pump system for low flow rates, it is necessary to provide additional friction loss in the 40 LF of forced main piping which leads to the force main to gravity outfall transition point. Thus, 3/4" pvc forced main is designed as opposed to 1" or 2" pvc forced mains. A concrete inlet is designed as the force main to gravity flow transition point. A Control Panel will be installed with the system. Pump Cycle Time Calculations are included within this report that demonstrate the pump cycle time is 1.42, minutes, greater than the 1 min recommended by the manufacturer and hence o.k. Wet Well Capacity Discussion: The outgoing pump rate is 12.4 gpm. The existing detention system provides ample storage capacity in the event that the incoming flows exceed the pump rate. Flushing Velocity & Pump Basin Anti -Floatation Calculations: Flushing Velocity & Pump Basin Anti -Floatation calculations are included with this report. 114 Caspers Street Page 2 of 2 July 12, 2012 —Rev 1, 8-10-12 PUGET SOUND SI TE x EDMONDS P FERRY 1ERMINAL : PDALEY aw cum auVn. BELL y 104. WALNUT H CITY PARK 1961H ST SW PUGET DR VICINITY MAP p ST o O 2 ST MAIN Q SIREET msT Z o� MEMORIAL u, ST PARK 2121H ST SW Bp#DCYN .VICINITY MAP 114 CASPERS STREET EDMONDS, WA 98020 DATE: 7-12-12 ,S H U G3=i,9�w'KchTM If you want a pump that lasts, buy one with a C31E44CEG3 switch *Patent Pending 3ZA Professional Plumbing AvaflaWf • SU25 - 1 4 1A • SU33 - 1 3 hp Float is housed in a shroud to guard against obstruction and wedging. Magnets activate switch as float rises and falls. Tested to over 1 million cycles. 114 CASPERS ST TOTAL I HEAD EDMONDS , WA 20 18.11 ft N®®111 NONE ®®®® 345ORPM 60Hz U.S. GALLONS 10 20 30 4V PER MINUTE LITERS0.5 1.0 1.5 2.0 2.5 3.0 PER SECOND IRRF@ A FJUPJUL9AAIPJ =ARNESR Professional Plumbing } Sump pumps fail because thelloat:switch is wedged against the basin wall or. by t . debris. -Failure is not an option with.the Barnes SHUR=Switch sump pump. The pump -,provides innovative and.high quality features at,a`compe.titive price. 'ending, magnetic float switch is otected for maximum durability. igh strength, rare earth magnets provide outstanding activation 3ility with a totally sealed switch. 'ermanent Split Capacitor motor draws less amps. Oil lubricated bearings provide quieter running and longer life. .ast iron motor housing provides excellent motor heat dissipation. Hn strainer prevents large solids from clogging the impeller. Top -suction impeller eliminates air lock issues. 114 GASPERS ST Mode_I � 5'U25 SU33 '. , tape �1• _charge Solida _ al. 'd Lengt.h ��® CQQ� [ PUMPS & SYSTEMS ® a 2010 Crane Pumps & Systems, Inc. A Crane Co. Company A Crane ce ® Printed inCU.S.A. parry BPPSU (8/10) Crane Pumps & Systems Crane Pumps & Systems Canada C us 420Third Street 83 West Drive Piqua, Ohio 45356 Brampton, Ont. Canada L6T 2J6 (937) 778-8947 (905) 457-6223 Fax (800) 328-7573 Fax (905) 457-2650 www.cranepumps.com Versatrol Standard BAPNES NEMA 3R, Simplex & Duplex www.cranepumps.com For Submersible Sewage & Effluent Pumps Control Panels & Accessories Specifications: ENCLOSURE ....................... NEMA 3R Raintight, Outdoor Mounting SIMPLEX G-90 Galvanized Steel, Gray Polyester Powder Finish, Padlock Hasp/Staple with Captive Stainless Screws for Door Closure. Continuous Stainless Piano Hinge with Stainless Removable Pin. Aluminum Panel Drilled and Tapped, Machine Screw Mounted Componets. CIRCUIT BREAKER ............ For Short Circuit Protection STARTER ............................. Electromechanical ° OVERLOAD RELAY ............ Bimetal Type, Ambient Compensated HEATER ELEMENT ............. Class 10 Quick Trip, One Heater for Each Motor Phase. SWITCH ............................... Hand -Off -Automatic, 112 Inch NEMA 1 LIGHT:..................................Pump Motor. Run, 1/2 Inch NEMA 1 SUB PLATE .........................Switch and Light Mounting TRANSFORMER .................. For 115 Volt Control on 3 Phase FUSE....................................Control Transformer Primary When Used. Meet Requirements of NEC. FUSE .................................... Control Circuit, Meet Requirements of NEC. TERMINAL STRIP ...............Box Lugs for Customer Wiring DUPLEX WIRING................................Color Coded to NEC Requirements; Black Power Wiring Red Numbered Control Wiring White Numbered Neutral Wiring Green Ground Wiring ALTERNATOR ..................... For Duplex ONLY, Automatic. Available in Sizes for .5 HP to 15 HP, 115 and 230 Volt AC, 1- Phase,.5HP to 200HP, 200, 230, 460 and 575 Volt AC, 3- Phase.All 230 volt panels are stamped "200/230 volts" and may be used throughout this voltage range. All components are "UL" Listed. NOTES: 4.5 and 7.5 horsepower single phase panels are designed for use with Barnes Pumps special single phase models, 4SE4526L, 4SE4526HL, 4SE4524L, 4SE7524L & 4SE7524HL Optional EquipmentAvailable.See Pages 13 thru.16. UL 508 Label on Request. The pump specified for the 114 Caspers Series: Simplex & Duplex Street Project is 1/3 HP pump. According to the distributor's representative at H.B. Single Phase:.SHP -15HP Fowler, the panels have the ability to switch Three Phase: .5HP - 200HP out a conductor ,so the panel can will function with the lower amperage from the 1.3 HP pump. Hence, the 0.5 HP lower limit shown on this spec sheet can be modified accordingly. -Donna L. Breske, P.E. Phone: 425-334-9980 CRANE PUMPS & SYSTEMS SECTION A PAGE 5 DATE 2/05 A Crane Co. Company USA: (937) 778-8947 • Canada: (905) 457-6223 International: (937) 615-3598 #E62 General Design Pump stations are subject to review and approval by the City Engineer. Pump stations shall be simplex or duplex grinder pump units consisting of a sump basin, grinder pump assembly, guide rail system, discharge piping, control panel, and sump level controls. Plans and details shall include the following: .Site Requirements 1. Grinder pump station shall be located externally of the residential dwelling, unless otherwise approved by the City Engineer. 2. The location of the grinder pump system shall be chosen to reduce negative pressure and air entrapment. 3. The pump station, including electrical panel box, shall be protected from the 100-year flood. 4. Pump station shall be installed no closer than 5 feet from any structure, rockery, etc. 5. Pump station lid shall be installed no less than 2 inches above the surrounding grade in dirt, grass, or garden areas. Lids shall be installed flush in concrete or asphalt surface areas. If located in an area subject to vehicular traffic, lids shall be traffic rated and shall be installed flush to concrete, asphalt, or surrounding ground surface. 6. No potentially large shrubs or trees shall be placed along the force main alignment. Sewer lines shall not be installed directly under large trees or shrubs. 7. Hose bibs on the house shall be within 15 feet of the grinder pump. Structural Requirements 1. The pump station shall be designed and located to allow easy access to the sump basin and installed equipment. Hatches and other openings shall be provided to permit access for inspection, repairs, equipment,removal, and cleaning. Wet well covers shall include provision for padlocks. .2. Pump stations shall be equipped with ventilation that complies with NFPA code. 3. Unless otherwise approved by the City Engineer, the sump basin shall be filament wound non -tapered fiberglass or high density polyethylene basin with a minimum wall thickness of 1/4 inch. An anti -flotation flange or steel plate shall be molded into the bottom of the basin. A concrete anti -flotation base shall be poured around the sump basin base and encapsulate the anti -flotation flange/plate to prevent buoyant forces from displacing the sump basin while empty. Calculations shall assume that the groundwater table is at grade with the pump station lid and include a 20 percent factor of safety. Submit floatation calculations to the City Engineer for review and approval. 4. The sump basin shall provide for the volute of the pumps to be frilly submerged. 5. For sump basins greater than 3 feet in diameter, the sump floor shall be sloped for proper installation and function of the pump inlet. The sump basin and piping system shall minimize vortexing, debris buildup, and other inlet problems. No down spouts, footing Page 3 of 7 #E62 drains, or floor drains shall be connected to any sanitary sewer line either through a gravity or forced sewer line. 6. Pump station sump basin shall be installed on a firm earth base or washed gravel. Calculations must show that the soil bearing pressure is adequate for a sump basin full of water. 7. Backfill material around the pump station and sewer lines shall be free of debris, rocks greater than 1'/2 inches in diameter, concrete, etc. 8. Sumps and receiving tanks shall be watertight and shall be constructed of fiberglass or high density polyethylene, unless otherwise approved by the City Engineer. Minimum sump basin capacity shall be 165 gallons. In addition, the sump basin capacity between pump on and off levels shall be sized to limit pump cycle time to not exceed 10 starts per hour. 9. Sumps and receiving tanks shall be provided with substantial covers having a bolt and gasket -type manhole or equivalent opening to permit access for inspection, repairs, pump removal, and cleaning. Provide a vent pipe to extend back to the dwelling and terminate through the roof. Mechanical Requirements 1. All components used within the pump station or as part of the pressure main shall have a source of supply and/or repair located within a 24-hour delivery time. Documentation of .these sources shall be provided to the City Engineer at the time of submittal. 2. Pumps shall have double mechanical seals. Pumps shall have a replaceable impeller and replaceable volute wear ring. 3. The pump grinder unit shall be capable of cutting solid material found in normal domestic sewage, including reasonable amounts of foreign objects, such as plastic, rubber, sanitary napkins, and disposable diapers into a fine slurry that will pass freely through the pump, service line, and force main. 4. -The pump motor shall be of the submersible type rated, for minimum 2 horsepower, unless otherwise approved by the City Engineer. 5. All hardware in the wet well and other vaults, including pump rails, float hangers, anchor bolts, etc. shall be 316 stainless steel. Fiberglass reinforced plastic (FRP) float hangers will also be accepted. 6. The sewer pump discharge line shall be provided with an accessible check valve and gate valve within the tank. 7. A 4-inch cleanout is required on the gravity sewer line between the building and the grinder pump. 8. Building sewers that receive discharge from any pump or other mechanical device shall be adequately sized to prevent overloading. Two fixture units shall be allowed for each GPM of continuous flow (refer to Uniform Plumbing Code, Chapter 4.) 9. All grinder pumps shall be on a rail system and shall be installed for easy removal of the pump, unless otherwise approved by the City Engineer. Page 4 of 7 #E62 Lnstnimentatiyn Requirements 1. Pump on, off, and alarni levels shall be controlled by three mercury tube float switches or by ultrasonic level measurement of a manufacturer approved by the City Engineer. A fourth level control is recommended for redundant off./low water alarm. 2. Provide alanns for high wet well and pump failure. Provide an audible (minimum I OUB level), as well as visual, alarm panel located inside the residence. A battery operated backup power supply for the alarni system is required. The high wet well alarm should activate when more than two-thirds of the wet well tank depth is exceeded. 3. Pump stations shall be provided with a red, flashing alarm lamp mounted to be visible from the nearest public right-of-way. The red alarm lamp shall be energized only upon high wet well level or when the test switch is enabled. 4. Controls shall automatically re -start after disruptions in power supply. Electrical Requirements 1. Pump control panel shall be a NEMA 4X cabinet and located in direct line of sight from the pump station. The panel shall have a dedicated circuit from the dwelling's panel board. 2. All electrical controls except audio alarm must be installed outside of the home and accessible. 3. All electrical leads to grinder pumps and accessories must be installed in buried, non-metallic conduit. 4. State electrical permit is required. This can be obtained at the State Department of Labor & Industries. 5. All electrical connections, conduit, etc. must be inspected by the.State.Electrical Inspector. force Main Requirements 1. All pipe and fittings for the. grinder pump system shall be 2-inch High Mol (200 psi) polyethylene pipe from the grinder pump to the 6-inch gravity sewer.stub at the property line. The polyethylene pipe shall be joined by brass fittings with stainless steel inserts. The pipe location shall be identified.by installation of a 12-gauge tracer wire wrapped and taped every 10 feet to the force main. Minimum cover on force.mains shall be 3 feet (or as required to provide minimum clearance from water mains and other utilities). ` 2. Force main diameter shall be sized for a minimum flushing -velocity of 2.5 ft./sec. The minimum force main diameter shall be 2 inches. 3. All discharge pipes should be located within private property and connect to a side sewer cleanout at the street right-of-way per City of Edmonds Standard Detail E6.9. 4. Fittings along the force main, such as bends, will not be allowed. Pipe couplings shall be brass compression with stainless steel inserts. Page S of 7 #E62 01her 1. All sewer lines must be left exposed in the trench for City inspection and location recorded. 2. Prior to the construction of the grinder pump station and permit issuance, the Engineering Division must approve the plans and profile. A separate right-of-way permit must be secured for all work in the City right-of-way. Only licensed and bonded contractors can obtain this permit. All sanitary side sewer line installations in the City right-of-way must be constructed of 6-inch or larger PVC or ductile iron pipe. Any deviation from these niles and regulations must receive the prior approval of the City Engineer. Page 6 of 7 APR L 2D10 5.7.2 Flow Control Standards Flow control standards for Small Site Projects vary by basin type and the amount of new and replaced effective impervious surface area and whether the project is in a Creek or Lake Basin or a Direct Discharge Basin. These standards are summarized in Table 5-3 and 5-4 below. Small Site Projects in Creek or Lake Basins must meet the Edmonds -specific flow control standards. Recurrence interval flows for the developed condition shall be determined using a continuous hydrologic model. For sites with 2,000 square feet or greater (and less than or equal to 5,000 square feet) of new plus replaced effective impervious surface area the post -development 10-year recurrence interval flow shall not exceed 0.25 cubic feet per second (cfs) per acre of impervious surface area. For sites with greater than 5,000 square feet of new plus replaced impervious surface area, limits for the post -development peak flows depend upon the BMP type selected: • For detention BMPs: Creek or Lake Basins: the post -development 2-, 10-, and 100-year recurrence interval peak flows shall not exceed 0.07, 0.14, and 0.33 cfs per acre of impervious surface area respectively. ■ Direct Discharge Basins: the post -development 10-, and 100-year recurrence interval peak flows shall not exceed, 0.25 and 0.45 cfs per acre of impervious surface area, respectively. • For infiltration BMPs: ■ Creek or Lake Basins: the post -development 2-, 10-, and 100-year recurrence interval peak overflows shall not exceed 0.07, 0.25, and 0.45 cfs per acre impervious surface area, respectively. ■ Direct Discharge Basins: the post-development-10-, and 1007year recurrence interval peak overflows shall not exceed 0.25, and 0.45 cfs per acre impervious surface area, respectively.. 114 Caspers Street There are two methods to satisfy Minimum Requirement #7 for sites subject to the Edmonds -specific standard: the "LID Credit Option" and the "Traditional Option". Small Site Projects should strongly consider the LID Credit Option to implement flow control, if feasible. The LID Credit Option allows an applicant to mitigate only a portion of the new and replaced impervious surface area if only _LID site planning techniques and LID BMPs are used. The requirements for the LID Credit Option are presented below: • For projects that generate greater than 2,000 square feet (but less than or equal to 5,000 square feet) of new plus replaced effective impervious surface area, the greater of 1) 2,000 square feet or 2) 85 percent of new plus replaced impervious surface area is mitigated to meet the flow control standard using LID measures. • For projects that generate greater than 5,000 square feet of new plus replaced effective impervious surface area, the greater of 1) 5,000 square feet or 2) 90 percent of new plus ::; 2sn;".,::: :.;.1... r. 5.0SMALL SITE REQUIREMEMS 38 9 w rn 00 0 0 00 V V .P A V N PVC&CPVC FITTINGS 1/1 1/2 3/4 1 1-1.4 1-1/: 2 2-1/1 3' 4 6 8 10 12 14 16 18 20 24 Standard Tee with flow through run 0.6 1.0 1.4 1.7 2.3 2.7 4.0 4.9 6.1 7.9 12.3 14.0 17.5 20.0 25.0 27.0 32.0 35,0 42.0 Standard 1'ee with flow through branch 1.8 3.8 4.9 6.0 7.3 4 12.0 1.1.7 16A 22.0 32,7 .19.0 57.0 (i7.0 78.0 BS.Q 107,0 1 18.0 137.Q 90'Elbow 0.9 . 1.5 2.0 25 3.8 4.0 5,7 6.9 7.9 1'1,4 163 21.0 26.0 32.0 37.0 43.0 53.0 58.0 67.0 45' Elbow 0.5• 0.8 1.1 1.4 1.8 2.1 2.6 3.1 11.0 5.1 8.0 10.6 13.5 15.5 18.0 20.0 23.0 25.0 30.0 PROLINE & OUO-PRO FITTINGS TEE - 3.25 4.0 6.0 8.0 9.0 12.0 14.0 17.0 21.0 34.0 44.0 55.0 58.0 80.0 90.0 100.0 110.0 140.0 90' EII)ow - 1.5 2.0 2.75 3.5 4.25 5.5 7.0 8.0 11.0 16.0 20.0 25.0 .32.0 25.0 30.0 32.5 35.0 40.0 45" Elbow - -0.8 1.0 1,25 1.70 2.0 ?..5 3.0 3.6 5.0 7.5 10.0 12.5 15.0 12.0 15.0 16.0 17.0 20AO EQUIVALENT LENGTH OF STRAIGHT NEW SCHEDULE 40 STEEL PIPE FOR VARIOUS STEEL FITTINGS & VALVES T URBULEt'IT FLOW ONLY Standard Tee. With flow through rut) screwed .79 1.7 2.4 3.2 4.6 5.6 7.7 9.3 12.0 17.0 fl,rnc ec1 .69 .82 1.0 . 1.3 1.5 1.8 1.9 2.2 2.8 3.8 4.7 5.2 6.0 6.4 7.2 7.6 8.2 9.6 Standard,heo %vlth tlow through branch screwed 2.4 4.2 5.3 6.6 8.7 9.9 12.0 13.0 17.0 21.0 flanged 2.0 2.6 3.3 4.4 5.2 6.6 T5 9.4 12.0 18.0 24.0 30.0 34.0 37.0 43.0 47.0 52.0 62.0 90` Elbow screwed 2.3 3.6 4.4 5.2 6.6 7.4 8.5 9.3 1 11.0 13.0 Flanged .92 Q. 1.6 .2.1 2.4 3.1 3.6 4.4 5.9 8.9 12.0 14.0 17.0 18.0 21 A 23.0 25.0 .30.0 90' Elbow - Long Radius screwed 1.5 2.2 2.3 2.7 3.2 3.4 3.6 3.6 4.0 4.6 Hanged I.1. 1.3 1.6 2.0 2.3 2.7 2.9 3.4 4.2 5.7 7.0 8.0 9.0 9A 10.0 11.0 12.0 14.0 45° Elboty screwed .34 .71 .92 1:3 1.7. 2.1 2.7 3.2 4.0 5.5 flans e(I T15 .59 .81 L l 1.3 1.7 2.0 2.6 3.5 5.6 7.7 9.0 11.0 13.0 15.0 10.0 18.0 2.2.0 screwed 21.0 22.0 24.0 29.6 37.0 42.0 54.0 62.0 79.0 110.0 Globe Valve Flanged 38.0 40.0 45.0 54.0 59.0 70.0 77.0 94.0 120.0 190.0 260.0 310.0 390.0 Gate Valve screwed 0.32 .0.5 0.67 .84 IA 1.2 1.5 1.7 1.9 2.5 flanged . 2.6 2.7 2.8 2.9 3.2 11 .2 3.2 3.2 1 3.2 3.2 3.1 1 3.2 3.2 Angle Valve screwed 15.0 15.0 17.0 18,0 18.0 18.0 18.0 18.0 1 &0 flanged 15.0 15.0 17.0 18.0 18.0 21.0 22.0 2&0 38.0 63.0 90.0 120.0 140.0 160.0 i90.0 210.0 2M;I.0 300.0 r Courtesy o+,1 lydrnuf c Institute -n V1 0 2 m m N IT! O Z 0 M r Z a m IA m � m n Z -o 0 � a 114 Caspers Street, Edmonds, WA FRICTION LOSS IN PVC TITTINGS IN EQUIVALENT FEET OF STRAIGHT PIPE NORMAL PIPE SIZE IN 1/2" 3/4" 1" 1 1/4" 1 1/2" 2" 2 1/2" 3" 4" 90° ELBOW, STANDARD 1.5 2.0 2.25 4.0 4.0 6.0 8.0 8.0 12.0 45° ELBOW, STANDARD 0.75 liL 1.4 1.75 2.0 2.5 3.0 4.0 5.0 INSERT COUPLING .0.5 Q0-753 1.0 1.25 1.5 2.0 3.0 3.0 4.0 GATE VALUE 3 .4 .6 .8 1.0 1.5 1.6 2.0 3.0 MALE -FEMALE ADAPTERS 1.0 1.5 2.0 2.75 3.5 4.5 6.5 9.0 TEE - FLOW throw h RUN 1.0 1.4 1.7 2.3 2.7 4.3 5.1 6.3 8.3 TEE_THROUGH BRANCH 4.0 5.0 6.0 7.0 8.0 12.0 15.0 16.0 22.0 A-. } 4 6-col cy�i-Cft.G ; p ec v 1 GIL' I 1 c! K C i. ty .S rc, rn Max j.nIi��c}�1�( L o l c U to tt% F-orce Mu i�i H., Lycira c I r 6 Lc'SS 'Y i� 42 J ply, ��.,�.3 1Y) = per l oo L X ;3G,2b 7:,4" P'Pc� f cc(co(Q� Nlcnor Kycis�zc-tIi't Lo�5 Joe fo "e h�c�✓t ttF�c� L_e SS , Fr^orrt }{c�rrin C!{ar+ Fri t,tter�la�P f�ii ' e cco �Z ��r�'j (.f73 -- 12. It H4 ij i c m ino gym` car QU 0 3/4 ClAccv- tA (ve- Coaue:r�- Fcc�ici(l Re,,( Lc-55 3/4" 1 oa 05 Tof-al (,+c 3, Z + bo �5 fi0 olt-1 t E UVA -7 - 12 -1 Z- C-alculal-e pump C,qdc F.0,P U.-dume. Of +0 Oe pualped cq) cl if 2,35 TLI �, x z2 �jaon,5 7. o , jj to S4-o ra�q e. c a p a t e (-.s n I T PL) 12,4 cil I c —d , d5, 1 -7-12 -12 a((Otaie �1osh"elj Ue(oc(ry -F mat tie P (PLO - US t (on ver-5 ("Clvi c for 7, g etl Df5l3o Fl owe - g P n� --------------- r ry) 't n 7, f9 J(� C-� o 2 b �5 lfc C6 t, 3/f f C-f /ly0 c-7) Z, 5- 6, 02-8 --- 60, Sec 314' (06 �WB Pf I bxsM Nit'l -FlocA2:�ion Cq JcS 991b t4-1 55- if 13� �Z 11 bbbfl ------------ Calcolote F-C Co xz Bred clf. Cc ncre fe�Z-. '7.e-5- cf t 7, 65 :�" T7 a c C te- ie we.13 c' h-t 6a(cutctLo UptAjci('&4 6,00LIalA e 0 ' 11 a,5 n 2, of 62--f - ce 6 x + 62. A -- Force 117 7 0 H4 (fc(5pf!-5 51 Edrno-lts-) 'UV -7-12-IZ- �fGr-a e rs -7, �i gcif(�� Pump Rat-6, 12,4 17, ----------- McConnell, Jeanie From: McConnell, Jeanie Sent: Tuesday, December 18, 2012.1:45 PM To: rblacklowl@comcast.net Subject: FW: ENGR20120319 - Stormwater Pump System 114 Cas A/REE Attachments: Barnes Pump Attachment; Pump Caspers Street Fk Richard, Please find attached City approval of the proposed Zoeller pump to be used at your residence -114 Caspers Street. Thank you and Happy Holidays, Jeanie From: Shuster, Jerry Sent: Tuesday, December 18, 2012 9:16 AM To: McConnell, Jeanie Subject: ENGR20120319 - Stormwater Pump System 114 Caspers Hi; Yesterday I got a call from Richard Blacklow the new owner of 114 Caspers. He told me they have been having problem with the pump system recently installed by Joe Schmaus and his contractor. The system was designed by Donna Breske, P.E. and approved by the City in August 2012. According to Richard, the pump was not turning on properly, most likely a problem with the float switch and the alarm kept going off. Mr. Schmaus and his contractor were replacing the existing pump with a Zoeller model M53. Richard wanted to know if this was OK with the City. I've looked at the performance curve of the Zoeller M53 compared -to the originally specified pump (Barnes model SU 33), and they are very similar (Ms Breske had sent information on this issue last Friday 11/14 - see attached). The Zoeller pump will provide a slightly lower flow rate which will be lower than the allowable discharge to the City stormwater system. I called Richard back today and told him the Zoeller pump was OK from the City's point of view. I also told him it was not the City's responsibility to ensure the pump system functions properly. It is the responsibility of the owner and/or Mr. Schmaus and his contractor. Richard would. like an e-mail from you saying the new pump is approved. Sincerely, Jerry Shuster, P.E. Stormwater,Engineering Program Manager City of Edmonds ` 1215th Ave N. Edmonds, WA 98020 Desk Phone: 425-771-0220 x1323 Fax: 425-672-5750 Jerry.Shuster@edmondswa.gov Shuster, Jerry Tc: McConnell, Jeanie Subject: ENGR20120319 - Stormwater Pump System 114 Caspers Attachments: Barnes Pump Attachment; Pump Caspers Street Hi, Yesterday I got a call from Richard Blacklow the new owner of 114 Caspers. He told me they have been having problem with the pump system recently installed by Joe Schmaus and his contractor. The system was designed by Donna Breske, P.E. and approved by the City in August 2012. According to Richard, the pump was not turning on properly, most likely a problem with the float switch and the alarm kept going off. Mr. Schmaus and his contractor were replacing the existing pump with a Zoeller model M53. Richard wanted to know if this was OK with the City. I've looked at the performance curve of the Zoeller M53 compared to the originally specified pump (Barnes model SU 33), and they are very similar (Ms Breske had sent information on this issue last Friday 11/14 - see attached). The Zoeller pump will provide a slightly lower flow rate which will be lower than the allowable discharge to the City stormwater system. I called Richard back today and told him the Zoeller pump was OK from the City's point of view. I also told him it was not the City's responsibility to ensure the pump system functions properly. It is the responsibly of the owner and /or Mr. Schmaus and his contractor. Richard would like an a -,mail from you saying the new pump is approved. You can probably jus forward this. Sincerely, Jerry Shuster, P.E. Stormwater Engineering Program Manager City of Edmonds 1215th Ave N. Edmonds, WA 98020 Desk Phone: 425-.771-0220 x1323 Fax: 425-672-5750 Jerry.Shuster@edmondswa.gov 1. Shuster, Jer From: donnabreske@comcast.net Sent: Sunday, December 16, 2012 6:52 PM To: Shuster, Jerry Subject: Pump Caspers Street Jerry, I have been told the City Engineering Department has visited 114 Caspers Street to look at the pump and that the alarm has gone off a couple of times. . It is a Barnes 1/3 hp pump that has been installed in the pump basin. Because the float is housed in an shroud it is important that the pump remains level in order for the float to work correctly, (see attached Product Sheet). Please. have city engineers confirm the pump is placed in a level position. Please feel free to contact me with any comments or, questions. Sincerely, Donna L. Breske, P.E. Phone: 425-334-9980 1 Shuster, Jerry From: donnabreske@comcast.net Sent: Sunday, December 16, 2012 6:55 PM To: Shuster, Jerry Subject: Barnes Pump Attachment Attachments: Barnes 0.3 hp pump, Product Sheets.pdf; Barnes 0.3 hp pump, Product Sheets.pdf Jerry, The Barnes pump attachment. -Donna f . Zoeller Pump Company � � �'U Page 1 of 1 http://www.zoellerpumps.com/ImageDisplay.aspx?ProductID=28&ImageName=72curve I 12/17/20.12 SHU.R=Swit,ch` If you want a pump that lasts, buy one with a BETTER switch Available Models: 0 25 JIB--j E-ofs 33 -1/3 hp • Float is housed in a shroud to guard against obstruction and wedging. • Magnets activate switch as float rises and falls. • Tested to over 1 million cycles. 114 CASPERS ST RAL HEAD EDMONDS , WA , ELFEET 3d5(1Raiu 0.00 20 4.50 1 e 3.00 IC 1.50 5 ■EMNON= !MIF-11 UuLq—q■■■■■ ❑❑'r�'II EEIM.■■ DDEEEIMME 0DU UDDDDxM■ IDMOUDDDDEAM 0❑D��C,\� MEH®LIF]EA N i. GALLONS 10 20 30 - 40 R MINUTE ERS 0.5 1.0 1.5 2.0 2.S 3.0 R SECOND 12.4 gpm Sump pumps fail because the float switch is wedged against the basin wall or by debris. Failure is not an option with the Barnes SHUR-Switch sump pump. The pump provides innovative and high quality features at a competitive price. CRAN E PUMPS & SYSTEMS M A Crane Co. Company Crane Pumps & Systems Crane Pumps & Systems Canada 420Third Street 83 West Drive Piqua,Ohio45356 Brampton, Ont. Canada L6T 2J6 (937)778-8947 (905)(457-6223 Fax (800) 328-7573 Fax (905) 457-2650 www.cranepumps.com )ending, magnetic float switch is otected for maximum durability. igh strength, rare earth magnets provide outstanding activation Ality with a totally sealed switch. 'ermanent Split Capacitor motor draws less amps. Oil lubricated bearings provide quieter running and longer life. ast iron motor housing provides excellent motor heat dissipation. t-in strainer prevents large solids from clogging the impeller. Top -suction impeller eliminates air lock issues. ® 2010 Crane Pumps & Systems. Inc. Gk ® A Crane Co. Company Printed in U.S.A. BPPSU (8/10) C US Sump pumps-faWbecause th:e: ldat switch Is; wedged agains `'the basin ;wall orgby debris :Failure:is.not an option.with'the Barnes�SHUR Sw{ tch sump pump:`` , The pu,mp.provid:es rrinovative Land high quality features at a corn`petitive pr.ice`. Patent -Pending, magnetic float switch is protected for maximum durability. High strength, rare earth magnets provide outstanding activation capability with a totally sealed switch. Permanent Split Capacitor motor draws less amps. Oil lubricated bearings provide quieter running and longer life. Cast iron motor housing provides excellent motor heat dissipation. Built-in strainer prevents large solids from clogging the. impeller. Top -suction impeller eliminates air lock issues. CRANE PUMPS & SYSTEMS ® m 2010 Crane Pumps & Systems, Inc. A Crane Co. Compan any Y ® A Crane Co. Company Printed in U.S.A BPPSU (8110) Crane Pumps & Systems Crane Pumps & Systems Canada C us 420 Third Street 83 West Drive Piqua, Ohio45356 Brampton, Ont.CanadaL6T216 (937) 778-8947 (905) 457-6223 Fax (800) 328-7573 Fax (905) 457-2650 www.cranepymps.com s� File -AP ca'� g s 5 MEMO TO FILE February 17, 2003 SUBJECT: City Standards Requirement to Use Tracer Wire on Water Line Installations When polyethylene pipe is used, current City Standards require that it be buried with 12-guage solid core tracer wire with vinyl coating. Joe Schmaus of Classico Homes has requested that the City change their standard to include the use of metallic tracer tape. Jeanie McConnell, Engineering Technician, contacted Jim Waite, Water/Sewer Supervisor, for an understanding of current practices and consideration of the request to change the current standard. DECISION: The City of Edmonds standards will not be changed to incorporate the use of metallic tracer tape for the following reasons. 1. City of Edmonds locating equipment does not hook up to metallic tracer tape. 2. Tracer tape is dug up easily, therefore. displacing itself from the waterline. 3. When used, each end of the tracer tape is often joined with wire to ground at the house and meter. This joint has been known to break apart easily. J- CmNa� Jeanie McConnell (,AJGui2 qn 103 Date VS®V S0 RV FEe It 2003 P ERM�Z �°vN�Ea owf� WAY IN �,,- � (.("E D �j �e sCtxtip swvj;�_.� - > 4 4r� tiibF 4 ' .Y ''LYSV t� �� ti VT'G } sw1�- �� ,. .- ", 890-19ci City of Edmon GHT-OF-WAY CONST CTION PERMIT Permit Number. Issue Date: A. Address or Vicinity of Construction: 114 Casper Street (9401910) B. Type of Work (be specific): Tngtal l New Sarw; ee C. Contractor: Washington Natural Gas Company Mailing Address: 815 Mercer St Seattle WA State License #: 98111 D. Building Permit # (if applicable): Contact: Frank Swan Phone: 224-2278 Liability Insurance: Bond: $ Side Sewer Permit # (if applicable): E. ❑ Commercial ❑ Subdivision ❑ City Project ® Utility (PUD, GTE, WNG, CABLE, WATER) ❑ Multi -Family ❑ Single Family ❑ Other INSPECTOR: INSPECTOR: F. Pavement or Concrete Cut : ® Yes []No G. Size of Cut: 1(2 A) H. Charge $ @ Water APPLICANT TO READ AN GN INDEMNITY: Applicant understands and by his signature to this application, agrees to ho City of Edmonds harmlisIrr rn I 'es damages, or claims of any kind or description whatsoever, foreseen or unforeseen, that maybe made agai t the City of Edmonds, or any of its departments or employees, including or not limited to the defense of any legal proceedings including defense costs, and attorney fees by reason of granting this permit. THE CONTRACTOR IS RESPONSIBLE FOR WORKMANSHIP AND MATERIALS FOR A PERIOD OF ONE YEAR FOLLOWING THE FINAL INSPECTION AND ACCEPTANCE OF THE WORK. ESTIMATED RESTORATION FEES WILL BE HELD UNTIL"THF. FINAL:STRF_F.T PATCH IS COMPLETED BY CITY FORCES, AT WHICH TIMEA DEBIT OR CREDIT WILL BE PROCESSED FOR ISSUANCE TO THE, APPLICANT. Construction drawing of proposed work required with permit application. A 24 hour notice is required for inspection; Please call the Engineering Division, 771-0220. Work and material is to be inspected during progress and at completion. Restoration is to be in accordance with City Codes. Street shall be kept clean at all times. Traffic Control and Public Safety shall be in accordance with City regulations as required by the City Engineer. All street cut ditches shall be patched with asphalt ar. City approved material prior to the end of the working day; NO EXCEPTIONS. - I have read the above statements and understand the permit requirements and thepink copyof thepermit will be available on site at a ' es for inspection. purposes. Signature: Date: November 15, 1993 ( .ontractor or Agent) { CALL DIAL -A -DIG PRIOR TO BEGINNING WORK u FOR CITY USE ONLY APPROVED BY: 1`►.��-+� rl RIGHT OF WAY DEPOSIT TIME AUTHORIZED: VOID AFTER.e.— DAYS DISRUPTION FEE/FUND 111: SPECIAL CONDITIONS: N �-"l RESTORATION FEE:' PERMIT FEE: TOTAL,FEE: ' COMMENTS: RECEIPT FEE: J_ DATE: ISSUED, BY: NO WORK SHALL BEGIN PRIOR. TO PERMIT ISSUANCE - Engrg. Div. 1991 s A Addendum to City of F--Q C)" p5 Right of Way Permit Application Submitted by: Guyla Connors Engineering Aide Washinqton Natural Gas 521-5248 � l 4 C&Spe-z S� q40 169 ID WNG to window Water main depth azdmwwa 2 z It 4A- 2 01 gas main I L�4 ) Cu-r —w— wcz�ci -g- gas -ss- sewed water ;i drant 815 Macs St. (P.O. Box 1969), Scattle, WA 98111 (206) 622-6767 0 ZONE. SETBACKS: FRONT 2-01 SIDE 51 REAR l s� OTHER -HEI T � ' A7=pl�96VG �l -cngE Casper Street 10 J 8 89'3951' E �— -IM6' .- .. .. CONCIRETE DRJV EWAY I RE DEWALK POINT 'D' %9 . — — — — — — 28'-O' F — — 89 and EGRESS EASEMENYkI I I I I II �iLOOR r MAELEV� /+00 138' Z 30'-21/2, I I I \ // 91'.3• ` I.-0. E(tlSTMG RESIDENCE Tp BE DEMOLISrED i l Yr I I i I I i I I I POINT "'So, CONCRrETz POINT S. IFATIO 10 W, I N 89'99'81' W .. .. .. .. 12A6' J Cu y \ 131) Plot Plan I SCALE, I' . 20'-0' r v Lo LEGAL DESCRIPTION J C11 CITY OF EDMONDS J CD LOT COVERAGE CALCULATION LOT COVERAGE ea 1,189m0 ea FT. LOT AREA 6,ISB.10 Sa PT. n� -------------------- 3 LOT COVERAGE PERCENTAGE 28.9E % 1 t-1 Q ❑ clri POINT 'A' 100m' HEIGHT CALCULATION ,s��e T, E E I V E D POINT 'A' 100�0 POINT 'C' SSW' 8 8 `O.A POINT '8, 10080' POINT 'D' "'W, ------------------ AYERAG GRADE � AUG 2 2 2002 ACTUAL NEIGNT 124DI56' MAXIMUM WEIGHT 124.18' (99.18'.28'•124.16') BUILDING DEPT. PLANNING DATA i SITE ADDRESS: PROJECT DESCRIPTION: REDUCED SITE PLAN PROVIDED?. es / o -fib-o2 PLAN CHK#: 02-� MAP PAGE: CORNER LOT: Yes o FLAG LOT: Yes / o ZONING: S-% CRITICAL AREAS DETERMINATION #: 02` 173 ❑ Study Required: ❑ Conditional Waiver 1 iz; F� SEPA DETERMINATION: t/� ❑ Fee N ❑ Checklist ❑ APO list w/ notarized form ❑ (Needed for 500 cubic yards of grading, Shoreline Area- site within 200 ft. of Puget Sound or, ❑ Exempt SETBACKS: Required Setbacks: 1 Street. Zb' Left Side: Right Side: 51 Rear: I ---�t Actual Setbacks: I �i 1 I Street: 2.01 Left Side: Right Side:Rear: �5 Street map checked for additional setback required? (Yes / No / DNA) ❑ DETACHED STRUCTURES: ❑ ROCKERIES:. ❑ FENCES/TRELLISES: ❑ BAY WINDOWS / PROJECTING MODULATION: ❑ STAIRS / DECKS: 14 j G PARKING: Required: 2 Actual: u A LOT AREA: � l - LOT COVE e� Calculations: *C' n I'► 1�A-fiU to , Ballinger)_��.1�� D 9�. o '_ a 9 g, BUILDING HEIGHT: `00 I Datum Point: Datum Elevation: Maximum Allowed:_ Actual Height: 2)5i 12-5..7G A.D.U. CREATED?�o./PYes) MO SUBDIVISION: �b , LEGAL NONCONFORMING LAND USE DETERMINATION ISSUED: Yes / No OTHER: Plan Review By =-77r--.�i I\ TewBPPlanningDataForm:DOC • CA File No: as �j1 Critical Areas ChecAst Site Information (soils/topogra by/hydrology/vegetation) 1. Site Address/Location: r aS S. • 2. Property Tax Account Number: 3. Approximate Site Size (acres or square feet): �� r 4. Is this site curd ntly developed? yes; no. If yes; how is site developed? 5. Describe the general site topography. Check all that apply. Flat: less than 5-feet elevation change over entire site. Rolling: slopes on site generally less than 15% (a vertical rise of 10-feet over a horizontal distance of 66-feet). Hilly: slopes present on site of more than 15% and less than 30% ( a vertical rise of 10-feet over a horizontal distance of 33 to 66-feet). Steep: grades of greater than 30% present on site (a vertical rise of 10-feet over a horizontal distance of less than 33-feet). Other (please describe): 6. Site contains areas of year-round standing water: A10 ;Approx. Depth: . 7. Site contains areas of seasonal standing .water: ; Approx. Depth: • What season(s) of t�e year? 8. Site is in the floodwayQ floodplainof a water course. 9. Site contains a creek'or an area where water flows across the grounds surface? Flows are year-round? , d Flows are seasonal? (What time of year? ). 10. Site is primarily: forested : meadow ;shrubs ; mixed urban landscaped (lawnshrubs etc) 11. Obvious wetland is present on site: /9 . Critical Areas ChecklisGdoct3.19.2001 City ofidmonds Development Services Department Planning Division Phone: 425.771.0220 Fax: 425-771.0221 Date Received: ' City Receipt #•• Critical Areas File #: e!! Critical Areas Checklist Fee: $45.130 Date Mailed to Applicant: The Critical Areas Checklist contained on this form is to A --property owner, or his/lier authorized representative, be filled out by any person preparing a. Development must fill out the checklist, sign and date it, and submit it Permit Application for the City of Edmonds prior to to the City. The City will review the checklist, make a - his/her submittal of the application to the'City. precursory site visit; rand make a determination of the The purpose of the Checklist is to enable City staff to subsequent steps necessary to complete. a development determine whether any potential Critical Areas are, or permit application. may be, present on the subject property. The information needed to complete the Checklist should be easily available from observations of the site or data available at City Hall (Critical areas inventories, maps, or soil surveys). Please submit a vicinity map, along with the signed copy of this form to assist City staff in finding and locating the specific piece of property described on this form. In addition, the applicant shall include other pertinent information (e.g.. site plan, topography map, etc.) or studies in conjunction with this Checklist to assistant staff in completing their preliminary assessment of the site. The undersigned applicant, and his/her/its heirs, and assigns, in consideration on the processing of the application agrees to release, indemnify, defend and hold the City of Edmonds harmless from any and all damages, including reasonable attorney's fees, arising from any action or infraction based in whole or part upon false, misleading, inaccurate o� incomplete information furnished by the applicant, his/her/its agents or employees. By my signature, I certify that the information and exhibits herewith submitted are true and correct to the best of my knowledge and that I am authorized to file this application on the behalf of the 9,Nyner as listed belo1 . SIGNATURE OF APPLICANT/AGENT DATE Property Owner's Authorization By my signature, I certify that I have authorized the above Applicant/Agent to apply for the subject land use application, and grant my permission for the public officials and the staff of the City of Edmonds to enter the subject for the purposes of inspection and posting attgndant to :7z SIGNATURE OF OWNER DATE ®� . PLEASE PRINT CLEARLY Owner/Aplicantt�: -phcant Representative: J �n�w._ I n Name S rclie Mski/5 City State Zip Telephone: , �7 �% 7 q ~ �7 6 3�,Z Email address (optional): �- Critical Areas Checklist.doct3.19.2001 Qd�t Name Street Address 6 City State Zip Telephone: • Email Address (optional). G4ly► Casper 5treet S 89'99'91" E 17AW &FRN 'SWAY I C RBTH DEWALK POINT 'D' � POINT 'A' RE99 and EGRE99 I i � � I \� i p�I I,�.b►/, , m I r _-lIf MAIIQ�LOOR eLEVATION 70_111 E�c19nNG RE91o�NCE I I I TP BE DEMOLISHED I I I I I I I l i I I I -- ----- --- ---- POINT 'C' POINT W.25, ImI 99ID0' ..��.. N B9'99'91" W .. ".46 .. .. .. J CD - > O y a-� �\ y NORTH m Tree Plan D r SCALE,I"- 4m'-0" > O LEGAL DESCRIPTION m y . CITY OF EDMONDB 7 LC) LOT COVERAGE CALCULATION -------------------- y r+ LOT COVERAGE 1,185." ea PT. LOT AREA 6,B&10 9O: FT. LOT COVERAGE PERCHNTAGH 76.W % n m 3 �CD _ L I �H R R � 9,LE HEIGHT CALCULATION POINT 'A' 99.15- — —FONT 'C' 99i5' POINT 'B' 98ID0' - POINT 'D' W.15' GRAVE ------------- RAPE -- - RECEIVE® G ACTUAL HeIGHT 179.1696' MAXIMUM HEKeHT 123.9319' l88.9379'•29'•n3.9319') AUG 2 2 2002 BUILDING DEPT. • • APPROVED AS NOTED BY ENGINRING Date: Casper Street AV - e ee•3e'ei• E cw1w DAY $ . I � --- OWNER/CONTRACTOR IS-R-EPONSIBLErom 9 --- :.._ Sale• I . --- — FOR EROSION CONTROL. AN F DAMAGE • � 66 and EMM86 EA6EMENT � \ - � — — —� I I. AREA 'A' CUT 74• TEMPORARY CONSTRUCTION I es I of ' ARIM W PILL 24" PER ENTRANCE REQUIRED : $,�A, 4`1 PT. x 24• . 34.11 I ,I (TOM �' b I e�CierRn REeIDjENC$ I I I I I i PORK r' POW "I ee.�e� seeo' y rl ti rl • ^ NORTN 7{� _ rm GradingPlan e - r Q � N ecxe. P . W•m' 1 fr'1 I Lo LEGAL DESCRIPTION HEIGHT CALCULATION •-� cirr opEa,oHoe ao POMT n' ee— — —roue e' sale PoRir V' Sale RECEIVED LOT COVERAGE CALCULATION ——------- ----— "�' --— n — — oARAC� ' 3LOT 7 i°°° j� ¢� AUG 2 2 200 LOTAOAFA 611►N� 6QR. MAXWW►ERW GA17WID' . /M/D'ie'.�'.CD.Obl6•, WTCOVSRAOEPENCENTAOE ease+► BUILDING DEPT. _ c— J C7 :4, N I , DONNA L. BRESKE, P.E. 6621 Foster Slough Rd. Snohomish, WA 98290 Phone: 425-334-9980 Fax: 425-334-7380 INFILTRATION SIZING AND DETENTION SYSTEM WORKSHEET FOR CLASSICO HOMES DATE: OCTOBER 17,2002 SITE: 114 CASPER STREET EDMONDS, WA PREPARED BY: 0 DRAINAGE - DETENTION - INSPECTION - GRADING & TESC SEWER& WATER FEASIBILITY- SITE DEVELOPMENT ir * 5 4' DONNA L. BRESK,E, P.E. 6621 Foster Slough Rd. Snohomish, WA 98290 Phone:425-334-9980 Fax:425-334-7380 INFILTRATION SIZING AND DETENTION SYSTEM WORKSHEET FOR CLASSICO HOMES DATE: OCTOBER 17, 2002 SITE: 114 CASPER STREET EDMONDS, WA PREPARED BY: ; r -,OZ %010 DRAINAGE - DETENTION - INSPECTION - GRADING & TESC SEWER &'WATER - FEASIBILITY - SITE DEVELOPMENT STREET FILE R! L� ('77 ZEE 7'z D 0CT2? L2 BUILDING DEPT. OVERVIEW: A new single family home is proposed for construction at 114 Casper Street. Stormwater runoff from the impervious areas will be routed to a detention pipe and released to an on -site infiltration trench. The detention pipe is sized using the city of Edmonds Standard Drainage Detention System Worksheet. Total impervious area is 2,675 square feet. This results in an 18" diameter pipe, 38 feet in length with a 5/8" release orifice. The 10-year storm and detention system parameters were subsequently input into the Water Works .program to determine the 24-hour total storm volume created by runoff from the impervious area. The total volume for the 10-year storm is determined to be 396.4 cf. The soil type on site is shown as custer fine sandy loam from the USGS Soil Survey of Snohomish County. This soil type is listed as having an infiltration rate of 1.02 in/hr. Calculations included with this report conclude that a 3-foot wide, 39 foot long infiltration trench can accommodate the runoff volume from the 10.-yr, 24 hr storm. Two trenches may be used with a 2-foot minimum separation between trenches.. DESIGN CL-A,55IC-6 HOMES/ 114 'SAS 61 INFILTRRT(DN T F-NC aE7 IL 44 sT PERI:., PVC WITH . JiOLES LAID OoWkl 3/4 I V2 "WASHED, ROCK WRIV FILTER . >=Af21c PRoukvo 71REN CIS M I91pI ) 40M OR EQ01VA LENT INSTALL 39 LF OF TRF-NCH 9/ WIDE INSTALL 32 LF or TPENCH 4.WIDE OR INSTPrI.LL Z8 LF o:r TPLUCH sW iDL STANDA nD DRAINAGE DETE, WORKSNEET 4wrM ADDRESS "-IJN SYSTEM CALC BY: 2, —7-n� Psom. DAM- 1 - 7-02 * *"*DES/GM DATA' • • • • IMPERVIOUS AREA PIPE IA PIPE L-G � .S sF . 9 38 7 =TrNTION PIPE: LMtM f'iMt:NCD C�4p� / ,.i MINIMJM ORIFICE TO tx tunpl—r- .3y « RtoM or I!M(N, UPPER CATCH BASIN Pirlec TPe (- L CONTROL CATCH BASIN SYSTEM CROSS SECTION e E'xr'•x6•.=P, 4-6' $PALLS OR laum. FROM CONTROL Cl al P'x 3' DCtP 2/4' CRUSHED It= ! . i nm Wtmm RtPjup ou=r Comm 0 RUNOFF SPREADER. TRENCH ` FOOTING DWNS SHALL NOT BE CONNMED TO DETEN270N SYSTEM NOTES: L t„ ati &tpiaewing Division MI -MO) for it tiddiae and detention ryatem iaapection been bacicfi kg and for Taal mspeedm. APPROVED BY Z. Respoaaibtlity fw opustin and mainim m of dainap ayoemEi on pdvmm pvopwty ie the raponsalft of the pmparty owner'. MatmW amnmuWW is dw stor ep pipe mud be nudwd oat and moved fim the catch Imm4n en allow m"nar enmdnn_ 11.w rmy"At rank ni ...:a.. s......� )14 CAs pl 'ST Table 1 — Detention Pipe Sizes Impermeable Required Pipe Diameter CCa ��`►' Area S . Ft. Vol Cu Ft 16" 8' , u( 2Laf� 4 30 Leg t-h o � 4 2000 so x L-G�, 5 40 28 18 10 s ,2) 30000 2(075 S� e2 50 35 20 13 �- 3500 I m pervious 75 60 42 24 16 Required pipe 87 70 49 28 18 length in feet 4000 100 80 56 32 21 4500 112 90 B3 36 23 5000 126 100 70 40 25 Note: Allowable Pipe Materials: Reinforced Concrete Culcu(df e,�Re�uit^� �►'la'Fh Aluminized Steel of 18 0 2(075.250b = l - 0 35 Aluminum �(2L- 50D Regyired _ �6, Z C'f CMP Asphalt Coated L _ 3.7, 7 75-62= 13 Vc►ome N-12ADS (Notpermltted on roads) .35 X 13= 1.575 G�+g•55 l,i5e 38 -�eP� (o6o5se� Table 2 —Outlet Orifice Sizes Impermeable Area Sq. Ft. Outlet Orifice Diameter (inches) 2000 2500 3000 3/4 3600 3/4. 4090 7/8 4500 7/8 6000 7/8 3 — Rectangular Detention Max, size Catch Basin _pipe diameter knockout Type < 18' 20' Type 1, C815 __*18' to 2420" Type IL, CB 1.6 -�-- 24" to 382 38' Type 11, C819.• 19 (48' Basin) 38' to 4r. 42" Type 11, CS is 19 (544 Basin) 'Source: Assoc. Sand a Qravel Co. Standards fiI -9 N 2(A;?J . a� s 9-1 4-fb 1 : - w az _ �6 juaj4 a ;M U� �UO� r ►,► III�U/ o loRiv 2fn�n��b� ' 7 � T''"''T 1 3, j--'If/ i b 0 0 =awn1170 400'r LIO •�nnuD� uvlSaQ Ja}p(y� a��nS do uay.�t 15U' u� asn ✓u�,�07 Fpub5 -JoJ u, wa`� sFiS Ue.1pa J ap a LluQl J spa) S ';Lj = b I b OO ' JO a wnl o n 1 °f b ura�sFs UoLpa j?p anoq►o act} 5*Aorvi ao om wou � 'bb Ta a��.�ao ,►8/s 001=-M aol_,a did „81 1T7 8� ays�uom vo! }uo a� G�O 4! S L04 Ul 1112- u"96 z - can0jq � ioS- a!Got ojpfifl Diu 490-7 Ffpv�S�1 i o I, S SaWo}� S�I,Up3 �"�aa,1�.,5' Jam ✓ '�7� cu�snl-� KING COUNTY,— .HINGTON, SURFACE ER DESIGN MANUAL �i o Filter fabric shall be wrapped entirely around trench drain rock prior to backfilling. Method of Analysis/Length of Roof Downspout Infiltration Trenches The length of trench required is based on the assumption of providing a bottom trench area sized to infiltrate at, a rate equal to the rainfall intensity for the peak 10-minute time step for the 10-year, 24- hour duration design storm event (Time step 460 to 470 minutes, 5.4% of total storm volume P,o, see Table 3.5.1 A), and by the maximum infiltration rate (Iti,) which is based on the Soil Texture Class by the United States Department of Agriculture (U.S.D.A.) designation system (see Figure 4.5.1E and Table 4.5.1 A). The length .of trench required is determined by dividing the required infiltration area (A,) by 4 feet (the two -foot trench width plus one foot on either side for side wall infiltration). A, is computed using the following equation: AII, _ (0.054 P,oAR)/t IM Where: P,o = 10-Year, 24-hour design storm. total precipitation, inches (from Figure 3.5.1 E) t = time step: 10 minutes. IM = the maximum infiltration rate from Table 4.5.1 A, inch/min. AR = area of the roof tributary to the system, ft'. (Note: a typical single-family residence has a roof area of approximately 2,000 ft2.) Therefore, the trench length required is: L = (A,/4 (feet); in feet TABLE 4.5.1A MAXIMUM INFILTRATION RATES FOR RESIDENTIAL ROOF DOWNSPOUT INFILTRATION RATES Soil Texture Class (U.S.D.A.) Maximum Infiltration Rates' (Inches per Hour) IT (Inches Per Minute) 1. Coarse sands or Cobbles 20.00 0.333 2. Medium sand 8.27 0.138 3. Fine sand, loamy sand 2.41 0.040 4. Sandy loam, 1.02 0.017 5. Loam 0.52 0.009 *From a study of over 5,000-soil samples under carefully controlled procedures by the U.S.D.A. (Rawls, Brakensick and Saxton, 1982). Example: Proposed residence located at Kent East Hill Roof area (AR) = 2,600 square feet; Soil Texture Class = loamy sand; IM = 0.040 inches per minute; P„ = 2..9 inches: t = 10 minutes A, _ (0.054 P,,AR)/t IM =1(0.054)(2.9)(2,000))/((10)(0.040)1 = 783 ft2 K = A,/4 = (783)/(4) 196 feet: (Note: could be accomplished by two trenchs). 4.5.1-2 11/92 10/17/02 , '� page 1 114 CASPER STREET, EDMONDS, WA CLASSICO HOMES BASIN SUMMARY BASIN ID:.A10X NAME: 10 YR 24 HR EXISTING SBUH METHODOLOGY TOTAL AREA.......: 0.06 Acres BASEFLOWS: 0.00 cfs RAINFALL TYPE....: TYPElA PERVIOUS AREA PRECIPITATION....: 2.00 inches AREA..: 0.06 Acres TIME INTERVAL....: 10.00 min CN....: 79.00 TIME OF CONC.....: 10.00 min IMPERVIOUS AREA ABSTRACTION COEFF: 0.20 AREA..: 0.00 Acres CN..... 98.00 PEAK RATE: 0.00 cfs VOL: 0.00 Ac-ft TIME: 480 min 0027 Aft BASIN ID: A2X NAME: 2 YR, 24 HR EXISTING SBUH METHODOLOGY .TOTAL AREA.......: 0.06 Acres BASEFLOWS: 0.00 cfs RAINFALL TYPE....: TYPElA PERVIOUS AREA PRECIPITATION....: 1.30 inches AREA..,: 0.06 Acres TIME INTERVAL...... 10.00 min CN....: 79.00 TIME OF CONC.....: 10.00 min IMPERVIOUS AREA ABSTRACTION-COEFF: 0.20 AREA..: 0.00 Acres CN..... 98.00 PEAK RATE: 0.00 cfs VOL: .0.00 Ac-f TIME: 1120 min 000l Ac- BASIN ID: B10D SBUH METHODOLOGY TOTAL AREA........ RAINFALL TYPE....: PRECIPITATION....: TIME INTERVAL....: TIME OF CONC.....: ABSTRACTION COEFF: NAME: 10 YR 24 HR DEVELOPED 0.06 Acres BASEFLOWS: 0.00 cfs TYPElA PERVIOUS AREA 2.00 inches AREA..: 0.00 Acres 10.00 min CN....: 86.00 10.00 min IMPERVIOUS AREA 0.20 AREA..: . 0.06 Acres PEAK RATE: 0.02 cfs VOL: CN..... 98.00 0-01 Ac-ft TIME: 480 min 10,17,02 114 CASPER STREET EDMONDS page 2 WA CLASSICO HOMES BASIN . SUMMARY ------------------ BASIN ID: B2D. NAME: 2-YR HR DEVELOPED SBUH METHODOLOGY TOTAL AREA.......: 0.06,Acres BASEFLO WS• 0.00 cf s, RAINFALL TYPE....: TYPEIA PERVIOUS AREA PRECIPITATION....: 1.30 inches AREA..: 0.00 Acres TIME INTERVAL..... 10.00 min CN....: 86.00 TIME OF CONC.....: 10.00 min IMPERVIOUS AREA ABSTRACTION COEFF: 0.20 AREA..: 0.06 Acres CN....: 98.00 PEAK RATE: 0.01 cfs VOL: 0.01 Ac-ft TIME: 480 min ,0055 Ac- ft 10/17/02 page 1 114 CASPER STREET, EDMONDS, WA CLASSICO HOMES STORAGE STRUCTURE LIST UNDERGROUND PIPE ID No. Pi Description: DETENTION PIPE Diameter: 1.50 ft. Length: 38.00 ft. Slope...: 0.0050 ft/ft 10/17/02 page 2 114 CASPER STREET, EDMONDS, WA CLASSICO HOMES DISCHARGE STRUCTURE LIST MULTIPLE ORIFICE ID No. 01 Description: ORIFICE DISCHARGE Outlet Elev: 100.00 Elev: 99.50 ft Orifice Diameter: 0.6250 in. 10/17/02 page 3 114 CASPER STREET, EDMONDS, WA CLASSICO HOMES LEVEL POOL TABLE SUMMARY MATCH INFLOW -STO- -DIS- -PEAK- STORAGE PEAK <-------- DESCRIPTION --------- > (cfs) (cfs) --id- --id- <-STAGE> id VOL (cf) Dj5[Np96E ------------- ---- 2 YR, 24 HR DEV .............. . 0.00 0.01 P1 01 100.59 11 19.25 0.01 10 YR, 24 HR DEV ............. 0.00 0.02 P1 .01 101.06 12 45.26 0,01 w �. rY� �� ' ` rif�(`k#,� 7 E�) rSlCii,rf £i f ��,.• t t f Ali loins sheet 62 ` II till t""1111 1 m + o s s T. 27 N. ( 1 T. 27 N. 410 S =r X 0, +ip {!. 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SOIL LEGEND SYMBOL NAME 1 Alderwood gravelly sandy loam, 2 to 8 percent slopes 2 Alderwood gravelly sandy loam, 8 to 15 percent slopes 3 Alderwood gravelly sandy loam, 15 to 25 percent slopes 4 Alderwood-Everett gravelly sandy loans, 25 to 70 percent slopes 5 Alderwood-Urban land complex, Zo 8 percent slopes 6 Alderwood-Urban land complex, 8 to 15 percent slopes 7 Bellingham silty clay loam 8 Bellingham Variant mucky silty clay loam 9 Cathcart loam, 3 to 15 percent slopes 10 Cathcart loam, 15 to 25 percent slopes 11 Cathcart loam, 25 to 50 percent slopes j o 13 Custer fine sandy loam 14 Elwell silt loam, J to 30 percent slopes 15 Elwell-Olomount complex, 15 to 30 percent slopes 16 Elwell-Oltxnount-Rock outcrop complex, 30 to 60 percent slopes 17 Everett gravelly sandy loam, 0 to 8 percent slopes 18 Everett gravelly sandy loam, 8 to 15 percent slopes 19 Everett gravelly sandy loam, 15 to 25 percent slopes 20 Fluvaouents, tidal . 21 Getchell silt loam, 3 to 30 percent slopes 22 Getchell-Oso complex, 15 to 30 percent slopes 23 Getchell-Oso-Rock outcrop complex, 30 to 65 percent slopes 24 Greenwater loamy sand 25 Hartnit-Potchub-Rock outcrop complex, 65 to 90 percent slopes 26 Indianola loamy sand, 15 to 25 percent slopes 27 Kitsap silt loam 0 to 8 percent slopes 28 Kitsap silt loam, 8 to 25 percent slopes 29 Kitsap silt loam, 25 to 50 percent slopes 30 Lynnwood loamy sand, 0 to 3 percent slopes 31 Lynnwood-Nargar complex, 65 to 90 percent slopes 32 McKenna gravelly silt loam, 0 to 8 percent slopes 33 Menzel silt loam, 0 to 3 percent slopes 34 Mukilteo muck 35 Nargar fine sandy loam, 0 to 15 percent slopes 36 Nargar fine sandy loam, 15 to 30 percent slopes 37 Nargar-Lynnwood complex, 30 to 65 percent slopes 38 Nargar Variant sandy loam, 3 to 30 percent slopes 39 Norma loam 40 Norma Variant loam 41 Ogarty-Tokul-Rock outcrop complex, 65 to 90 percent slopes 42 Olomount gravelly loam, 3 to 15 percent slopes ' 43 Olomouni-Elwell-Rock outcrop complex, 65 to 90 percent slopes 44 Orcas peat 45 Oso gravelly loam, 3 to 15 percent slopes 46 Oso-Gietchell-Rock outcrop complex, 65 to 90 percent slopes 47 Pastik silt loam, 0 to 8 percent slopes 48 Pastik silt loam, 8 to 25 percent slopes 49 Pastik silt loam, 25 to 50 percent slopes 50 Pilchuck loamy sand 51 Pits 52 Potchub silt loam, 3 to 30 percent slopes 53 Potchub-Hartnit complex, 15 to 30 percent slopes 54 Potchub-Hartnit-Rock outcrop complex, 30jo 65 percent slopes 55 Puget silty clay loam 56 Puyallup fine sandy loam 57 Ragnar fine sandy loam, 0 to 8 percent slopes 58 Ragnar fine sandy loam, 8 to 15 percent slopes 59 Riverwash 60 Rober silt loam, 0 to 15 percent slopes 61 Rober silt loam, 15 to 30 percent slopes 62 Rober silt loam, 30 to 65 percent slopes 63 Skykomish gravelly loam, 0 to 30 percent slopes 64 Snohomish silt loam 65 Sulsavar gravelly loam, 0 to 8 percent slopes 66 Sultan silt loam 67 Sultan Variant silt loam 68 Sumas silt loam 69 Terric Medisaprists, nearly level 70 Tokul silt loam, 2 to 8 percent slopes . 71 Tokul silt loam, 8 to 15 percent slopes 72 Tokul gravelly loam, 0 to 8 percent slopes 73 Tokul gravelly loam, 8 to 15 percent slopes 74 Tokul gravelly loam, 15 to 25 percent slopes 75 Tokul-Ogarty-Rock outcrop complex, 0 to 25 percent slopes 76 Tokul-Ogarty: Rock outcrop complex, 25 to 65 percent slopes 77 Tokul-Winston gravelly loams, 25 to 65 percent slopes 78 Urban land 79 Verlot mucky silt loam, 3 to 25 percent slopes 80 Winston gravelly loam, 0 to 3 percent slopes 81 Winston gravelly loam, 3 to 30 percent slopes 82 Xerorthents, nearly level • Table 2.2 Soil Type Agnew Ahl Aits Alderwood Arents, Alderwood Arents, Everett Ashoe Baldhill Barneston Baumgard Beausite Belfast Bellingham Bellingham variant Boistfort Bow Briscot Buckley Bunker Cagey Carlsborg Casey. Cassolary Cathcart Centralia Chehalis Chesaw Cinebar Clallam Clayton Coastal beaches Colter Custer Custer, Drained Dabob Delphi Dick Dimal Dupont Earlmont Edgewick Eld Elwell Esquatzel Everett Everson Galvin Getchell Giles Godfrey Greenwater Grove : Harstine Hartnit Hoh mg-ic Soil Series for Selected Soils in Washin ton State ilocic Soil Group Soil Type Hydrologic Soil Gro C Hoko C B Hoodsport C C Hoogdal C C Hoypus A B Huel A B Indianola A B Jonas B B Jumpe B C Kalaloch C B. Kapowsin C/D B Katula C C Kilchis C D Kitsap C C Klaus C B . Klone B D Lates C D Lebam B C Lummi D B Lynnwood A C Lystair B A Mal C D Manley B C Mashel B B Maytown C B McKenna D B McMurray D A Melbourne B B Menzel B C Mixed Alluvial variable B Molson B variable Mukilteo C/D C Naff B DAE Nargar A C National B C Neilton A D Newberg B A Nisqually B D Nooksack C D Norma C/D C Ogarty C C Olete C B Olomount C B Olympic B B Orcas D A Oridia D D Orting D D Oso C A Ovall -C B Pastik C D Pheeney C. A Phelan D C Pilchuck C C Potchub C C Poulsbo C B Prather C August 2001 Volume 111- Hydrologic Analysis and Flow Control BMPs 2-10 L Table 2.3 Runoff Curve Numbers for Selected Agricultural, Suburban, and Urban Areas (Sources: TR 55, 1986, and Stormwater Management Manual. 1992. See Section 2—.1 for explanation) CNs for hydrologic soil ou Cover type and hydrologic condition. A B C D Curve Numbers for Pre -Development Conditions Pasture, grassland, or range -continuous forage for grazing: Fair condition (ground cover 50% to 75% and not heavily grazed). 49 69 79 84 rnnrl rnnrlirinn (a nnnri rn—r �Or%01- and I;. L.L. - _t.. - ----- - - - - -- Woods: .,, ,� oV Fair (Woods are grazed but not burned, and some forest litter covers the soil). 36 60 73 Good (Woods are protected from graziri , and litter and brush adequately cover the soil). 30 55 70 77 Curve Numbers for Post-Develo ment Conditions Open space (lawns, parks, golf courses, cemeteries, landscaping, etc.) Fair condition (grass cover on 50% - 75% of the area). 77 85 90 92 Good condition (grass cover on >75% of the area) 68 80 86 90 Impervious areas: Open water bodies: lakes, wetlands, ponds etc. 100 100 100. 100 Paved parking lots, roofs', driveways. etc. (excluding right-of-way) 98 98 98 9 Porous Pavers and Permeable Interlocking Concrete (assumed as 85% impervious and 15% lawn) Fair lawn condition (weighted average CNs). 95 96 97 97 Good lawn condition (weighted average CNs). 94 95 . 96 97 Paved 98 98 98 98 Gravel (including right-of-way) 76 . 85 89 91 Din (including right-of-way) 72 82 87 89 Pasture, grassland, or range -continuous forage for grazing: Poor condition (ground cover <50% or heavily grazed with no mulch). 68 79 86 89 Fair condition (ground cover 50% to 75% and not heavily grazed). 49 69 79 84 Good condition (ground cover>75% and lightly or only occasional) grazed) 39 61 74 80 Woods: Poor (Forest litter, small trees, and brush are destroyed by heavy grazing or regular burning). 45 66 77 83 Fair (Woods are grazed but not burned, and some forest litter covers the soil). 36 60 73 79 Good (Woods are protected from grazing, and litter and brush adequately cover the soil). 30 55 70 77 Single family residential': Should only be used for Average Percent Dwelling Unit/Gross Acre subdivisions > 50 acres impervious area3.4 1.0 DU/GA 15 Separate curve number 1.5 DU/GA 20 shall be selected for 2.0 DU/GA 25 pervious & impervious 2.5 DU/GA 30 portions of the site or 3.0 DU/GA 34 basin 3.5 DU/GA 38 4.0 DU/GA 42 4.5 DU/GA 46 5.0 DU/GA 48 . 5.5 DU/GA 50 6.0 DU/GA 52 6.5 DU/GA 54 7.0 DU/GA 56 7.5 DU/GA 58 PUD's, condos, apartments,. commercial %impervious Separate curve numbers shall businesses, industrial areas & must be be selected for pervious and & subdivisions < 50 acres corn uted . impervious portions of the site For a more detailed and complete description of land use curve numbers refer to chapter two (2) of the Soil Conservation Service's Technical Release No. 55 , (210-VI-TR-55, Second Ed., June 1986). Where roof runoff and driveway runoff are infiltrated or dispersed according to the requirements in Chapter 2, the average percent impervious area may be adjusted in accordance with the procedure described under "Flow Credit for Roof Downspout Infiltration" and "Flow Credit for Roof Downspout Dispersion" in Chapter 2. ;Assumes roof and driveway runoff is directed into street/storm system. 'All the remaining pervious area (lawn) are considered to be in good condition for these curve numbers. August 2001 Volume 111 - Hydrologic Analysis and Flow Control BMPs 2-23 WATER SERv►GG Drawing The City Of Edmonds EASEMENT NO- -------------------------------------------- NEW CONSTRUCTION ❑ REPAIRS [$ LID NO- ------------------ -ASMT. NO. ------------------ OWNER-------------------------------------------------------------------------------------------------- CONTRACTOR -------- aWN-F�.R--------------------------------------------------------- PERMIT NO94024-10 JOB ADDRESS----U.`T----- C-A-spe-R---- ST--------- --------------------- LEGAL DESCRIPTION: LOT NO. --- ----------- ------------------ ---- BLOCK NO. ----------------------------------- --------------------------------------------------------------------------------- --------------------------------------------------------------------------------- NAMEOF ADDITION----------------------------------------------------------------------------------------------------------------------- PWW-0001-11/75 (REV-11/78) • Approved: II p DATE A PPLI.1--JI.) _-1 J9-/I -- By ----------- ----- -P --------------------- APPLICATION The Cityof Edmonds for SIDE SEWER PERMIT EASEMENT No ........................................... NEW CONSTRUCTION O REPAIRS 112-07750 OWNER ........... dnlin... Josepb--- KaneKane ........................................................ CONTRACTOR.................................................................................................. PERMIT No....................... ADDRESS .......1 1.4. Mgtr_ Sti•..................................... LEGAL DESCRIPTION: LOT No............................................... BLOCK No............................................. • • 17A 0 NAMEOF ADDITION......................................................................................................................................... L�LJ. ELI, MIA Dye Tested On Sewer 1972 Approved: DATE................................................ By...................................................................... PUGET SOUND ISI TE I EDMONDS FERRY TERMINAL awc am P1Alfw CI TY PARK I'wi PUGET DR 196TH ST SW z PUMP SYSTEM OVERFLOW PATH VICINITY MAP ST o 4 'T WAIN Q STREET YOST rn MEMORIAL 4' PVC FROM ST PARK `�` DETENTION 212TH ST SW SYSTEM FLOW RESTRICTOR INTO BO�GYiy PUMP BASIN EROSION & SEDI MEN TA TION CONTROL NOTES: 1. DURING CONSTRUCTION, STRAW OR 07HER MATERIAL TO COVER EXPOSED EARTH SHALL BE ON LOCATION AND READY TO USE. IF THE NEXT WEATHER DAY FORECAST IS RAIN, THE SITE SHALL BE COVERED AT THE END OF THE DAY. THE SITE SHALL BE COVERED IF THE NEXT DAY IS A NON -WORKING DAY. 2. SOIL STOCKPILES ARE TO BE COVERED WITH VISQUEEN WITHIN 24 HOURS. IMMEDIATELY FOLLOWING FINISH GRADING, FINAL LANDSCAPING IS TO BE INSTALLED OR HYDROSEED OR J. MULCH _AREAS OF EXPOSED EARTH. . N SCH 40-1 " PVC CONDUIT FOR POWER 1.5" 90• ELBOW PVC BUSHING 1.5" x 3/4" 3/4" QUICK RELEASE UNION 3/4" CHECK VALVE 3/4" BALL VALVE IN VALVE BOX 24" MIN COVER 47 LF 3/4- `� f CONTINUOUS ROLL E tit FORCE MAIN 3/4" FORCED MAIN NOTE THE 3/4" FORCED MAIN PIPE IS REQUIRED IN ORDER TO PROVIDE THE FRICTIONAL RESISTANCE REQUIRED TO "THROTTLE -BACK" THE PUMP AND ENSURE THAT THE MAXIMUM PUMP RATE OF 12.4 GPM, AS ALLOWED BY THE CITY OF EDMONDS STORMWATER DESIGN STANDARD FOR THE IMPERVIOUS AREA ON THIS LOT, IS NOT EXCEEDED. 4.6' +/- ORENCO SYSTEMS VENTED FIBERGLASS LOCKING LID PRESSURIZED FORCED MAIN SECURED ALL PIPES AT PENETRATION EX. BOND ELBOW --m IE 6" RCP(W)=99.70' CASPERS STREET CB 12 ^TYPE 1 W/SOLID LID k ASPHALT PAVEMENT TOP = 100.60 FIELD ADJUST �' **IE(W) TO BLIND ELBOW (S) EX TYPE 1-L CB IE=97.73-IN&OUT ® FND 04 CONC MON. WITH FLOW RESTRICTOR art -TYPE 1 � �' � IN CASE BRASS DISK RIM - 99.5 +/- A WITH GRATED LID ® (AUG. 2012) IE(E) = 96.36-18" TOP = 99.84(FA) . FLOWLINE/END OF IF BENCHMARK: TOP OF IE(S) = 96.36-6" FLOW' IE = 98.08 IN & OUT CURB=100.76' /{C�jfr 6 LF 6" DI MOH. CASE=100.25' RESTRICTER DEVICE ' " 0 0 5% �ASSUMED o, 70 - 6 01 ® a5% y'; POTHOLE IN THIS AREA _ nnmn ASPHALT SIDEWALK REPLACE EXTRUDED CONC CURB PER CITY DTL E2. M LOCATE WATER MAIN AND GAS LINE 8 LF 6" DI ®0.5� 3 AND ENSURE NO EX DEIEN ON-38 LF 18" N-12 UTILITY CROSSING CONFLICTS. CONCRETE INLET W/ SOLID LID a IF TOP = 100.28 �" EX CB 48" DIA +/- IE(S) = 98.12-IN-PRESSURIZED LINE BRICK BUILT IE(N) = 98.12-OUT-GRAWTY FLOW °� RIM = 100.55' EX TYPE 1-L CB IE 6" RCP(N)=97 75' RIM=100.32 EX SHALLOW CB IE 6" RCP(W)=97.80' IE(W)=97.10-18" CUP RIM = 100.60 IE 6" RCP(E)=97.70' IE(S)=98.74'-4" PVC lE 6" RCP(E)=99.78' IE 6" RCP(S)=97.65' IE(NW) = 97.70'-IN-NEW 47-3/4" HI-MOL POLY FORCE MAIN /�SfAGL� TEMP SEDIMENT TRAP 1 pa o�lJ 1e'6�U' Ilr INSTALL TEMP SED TRAP IN 2 MOUNT PUMP CONTROL PANEL OTHER CBS AS REQUIRED ON OUTSIDE OF HOUSE EXISTING HOUSE 2ND AVE. N. 114 CASPERS STREET 2' DIAMETER PUMP BASIN AND 1 ENGIrAEERING DI LTE ON EDMONDS, WA 98020 PUMP PER DETAIL THIS SHEET - ^ VE AS Ndw EX. 391 x 3'W INFlL IRA 17ON TRENCH,_ BOTTOM=95.36 TO BE USED FOR FOOTING DRAIN. DISCONNECT DETENTION SYSTEM FROM INFILTRATION TRENCH. EARTHWORK RESTRIC77ON NOTE.• EARTHWORK IS RESTRICTED BEWTEEN OCTOBER 1 AND APRIL 30 AND ANY EARTHWORK IN THIS 77ME PERIOD REQUIRES APPROVAL FROM BOTH THE GE07ECHNICAL ENGINEER OF RECORD AND THE CITY BUILDING OFFICIAL. WITH TWO PART EPDXY - WELD -ON RESTORING DISTURBED PERVIOUS AREA 810 OR EQUIVALENT (TYP.) ALL DISTURBED AREAS ON AND OFF SITE BE 24" DIAMETER ROYAL KOR FLOW PIPE COMPOST AMENDED TO MEET REQUIREMENTS OF BMP T5.13 IN THE STORMWATER MANUAL, ORENCO SYSTEMS FIBERGLASS VOLUME V, CHAPTER 5. LOCKING LID, NON -VENTED SECURED WITH TWO PART EPDXY WELD -ON 810 OR EQUIVALENT OWNER/CONTRACTOR IS RI ; ONS1E1 q FOR EROS101`d COi�l-ROL Af''' CRAINAGE 1 ASSUMED ELEVA77ON FOR SURVEY 0 20 ELEVATIONS AND EXISTING PIPE TYPES 08TAINED FROM WESTERN ENGINEERS, INC. 13000 HWY 99 SOUTH, EVERETT, WA 98204, PHONE 425-356-2700 ELEVA77ON IS ASSUMED AND BENCHMARK IS TOP OF MONUMENT CASE = 100.25' Scale .1 " = 20' AT INTERSEC770N OF CASPERS STREET AND 2ND AVE N. INCOMING 6" PVC FROM DETENTION SYSTEM CB IE=96.36-------- MAGNETIC FLOAT SWITCH WITH 9" ON/OFF DIFFERENTIAL ON EL=96.3 OFF EL=95.55 BARNES SU33 1/3 HP NTH CHAIN TOTAL HEIGHT OF PUMP 10.69" CONCRETE ANTI - CONCRETE ANTI- FLOATATION BASE FLOATA77ON BASE DIA. = 3' STORM WA TER PUMP & BASIN DETAIL N. T.S. CONSTRUCTION VEHICLE ROUTE v�FtoU�ff go G13 co ALL CONSTRUCTION VEHICLES WILL ENTER AND EXIT SITE VIA CASPERS AND FOLLOW AROUND TO PUGET DRIVE AND CON77NUE ON 196TH. NO CONSTRUCTION VEHICLES TO USE OTHER CITY ROADS. REVISION 1-tu2: RESPOND TO CITY COMMENTS MARSHAE& ER C MILLER STORM DRAIN ROUTING 114 CASPERS STREETEDMONS, WA 98020 AND PUMP SYSTEM FOR PHONED 425 478 5096 114 CASPERS STREET EDMONDS, WA 98020 L v PREPARED D" DONNA L. BRESKE, P.E. 6621 FOSTER SLOUGH RD, SNOHOMISH, WA 98290 PHONE, 425-334-9980 donnabreske@comcast.net DATE: 8-10-12 SHEET 1 OF 2 IN N GUIDE POST ROAD SrnUci MEAD 1) vacate be-�tf, -tea, kuVN WHITE REFLECTIVE TAPE (TYP) — 00 0ORANG *-2a (TYP) CONE 00' EXISTING HOUSE n p� 114 CASPERS STREET MONOS, WA 98020 RM (w20— 1 ) GUIDE , 100' POSTS OR;L CONES FM 40 CONC MM ar CASE suss DO( 0 0 0 0® (ABENChUr. X 12) CASTERS SIREET ' ,WORK AREA IN THE ROW ASSUYfD Avert V tangs' Ii 6� CBjeA 2ND AM N. IZ.&,> �.� � 016a o�1etJ . d b yl� 1�s'F � rye ,�,4SyJ &, TONAL �'.: \ OEVEtOP L PJ�E, COW,,PREPARf D F17R MARSHAE& ERIC MILLER TRAFFIC CONTROL PLAN 114 CASPERS STREETEDMONVA 98020 FOR PHONED 4�25-478-5096 114 CASPERS STREET PREPARED BYr EDMONDS, WA 98020 DONNA L. BRESKE, P.E. 6621 FOSTER SLOUGH RD. DATE:. 8-10-12 SNOHOMISH, VA 98290 PHONE: 425-334-9980 donnabreskeecomcast.net SHEET 1 OF 1 City. of Edmonds RIGHT-OF-WAYS CONSTRUCTION PERMIT A. Address or Vicinity of Permit No: 6W : Issue Date: JI,L-ka& B. Type of Work (be specific):_ Daw �(\� S-ct��LCTt � ►► V�-TILXI �l I NST&L a to KJ � �'nNN�L-ctUNS C. Contractor: t .l Gr S:C' (G �� r�t�..-� Contact: Mailing Address: Phone: State License #. xrC91Q!2?A946 Liability Insurance: Bond: $ ?t D. Building Permit # (if applicable)' .D —© Side Sewer Permit # (if applicable): %!J e: ] E. ❑ Commercial ❑ Subdivision ❑ City Project ❑ EUC (PUD, VERIZON, PSE, AT& T, OVWD) ❑ Multi -Family �./ Single'Family ❑. Other INSPECTOR: f *(0 N NV_LU A'fl lL 9R -r F. PAVEMENT CUT: ❑ YES ❑ NO f G. SIZE OF CUT X CONCRETE CUT: ❑ YES ❑ NO INDEMNITY. • Applicant understands by his/her signature to this application he/she holds the City :of Edmonds harmless from injuries, damages or claims of any kind br description whatsoever, foreseen. or unforeseen, that may be made .against the City of Edmonds or any of its departmentsor employees, including but not limited to the defense, of any legal proceedings including, defense costs and attorney fees by reason of granting this permit. - THE CONTRACTOR IS RESPONSIBLE FOR WORKMANSHIP AND MATERIALS FOR A PERIOD OF ONE YEAR FOLLOWING THE FINAL INSPECTION AND ACCEPTANCE OF THE WORK. ESTIMATED RESTORATION FEES WILL BE HELD UNTIL,THE FINAL STREET PATCH IS COMPLETED BY CITY FORCES, AT WHICH TIME A DEBIT OR CREDIT WILL BE PROCESSED FOR ISSUANCE TO THE APPLICANT. Traffic control and public safety shall be in accordance with City regulations as required by the City Engineer. Every flagger must be trained as' required by (WAC) 296-155-305 and must have certificationverifying completion of the required training in their possession.' ♦' Restoration is to be in accordance with City codes. All street -cut trench work shall be patched 'with, asphalt or City - approved material prior to the end of the workday - NO EXCEPTIONS. ♦� Three sets of construction drawings of proposed work are required with the permit application.. CALL DIAL-A-DI4,(17800--,424-5555) PRIOR TO BEGINNING WORK I HAVE READ THE A OVE ST TEMENTS AND (UNDERSTAND THE PERMIT REQUIREMENTS AND ACKNOWLEDGE THAT I MUS MA K THE PIN COPY OF T- E ERMIT AVAILABLE ON SITE AT ALL TIMES FOR INSPECTIONS c Signature.. Date: (Contractor or Aeentl U FOR CITY USE ONLY Approve by: S w� Ay •Q,:� Right-of-way Fee: Time Authorized: Void After :% " I /', Disruption Fee/Fund-11t:- Special Conditions: l+;l�s'C# tC t ` �: � �L� 1 ?1'Gii :� Restoration Fee:. 1,At NS RfCi --ro 0,M0 1+ '# .)5.. Total- Fee: -',7 W1A%CLe•S TO L6CA-T ` 9M STY - Receipt No: 1 i(.Ul}i4L. " C4D ttSi!►%ititt•►'i 'f/' Issued,by: &mp'C C st1 tU-tNc�i � "�1 u-tu ► �1ST� l��` tCi � t.a;�Nt rt" �'F�'�iC, l/1NT'1201. i:l -��. . -: .L=__ UPON COMPLETION OF PERMITTED WORK, AN. ENGINEERING FINAL INSPECTION IS REQUIRED PER CHAPTER 18.00 OF. THE EDMONDS COMMUNITY DEVELOPMENT CODE (Phone 425-771-0220, Ext. 1326 FINAL APPROVAL OF PERMITTED WORK: � DATE:: Inspector's Signature / For inspection requirements see Engineering Inspection Information handout. ✓/ NO WORK SHALL BEGIN Plzim TO PERMIT ISSUANCE N LEGAL &CRIPTION _ _ _ _ _ _ HEIGHT CALCULATION _ CITY OF EDMONDS _ POINT 'A' 10000' POINT 'C' 9950' POINT '5' 100BO' POINT 'D' 9°.l.00' LOT COVERAGE CALCULATION AVERAGE 99.15' LOT COVERAGE — — — — — — 1,185.00 80. FT. GRADE LOT AREA 5,109.10 50, FT. -------------------- ACTUAL HEIGHT 1245156' MAXIMUM HEIGHT 124.15' 199.15+25 124.15) LOT COVERAGE PERCENTAGE 34.93 % RIGHT-OF-WAY CONSTRUCTION PERMIT AND INSPECTION REQUIRED �,P��/►)��L� Cas er 5treet p STREET FILE WATER & SEWER S 1`` INSPECTIONS REQ'D. CALL 425-771-0220 EXT. 1326 GHTLI `'� I _ , Acc��-��E TI �� `� � F N � �� ' � �'�`` �� .I �� cTlr �.t1�n�� MATERIAL 3 � T SDR, 35 N-12 F810 HANCOR P011sT to ee OGRESS and EGRESS E SEMEI 1050 Sa FT. INGRESS EASEMENT 0 APPROVED AS NOTED' .1 Date: 30'-2 1/2" 25'-0" UTILITY 1015 50. FT. UTILITY EASEMENT P POINT 'C' WTOM =175,8 - I *u_ CA 14T S 89'39'51" E IL Wilk C. � 12 Aro' r b CoNTR� S.TRUC`TU 81-lt4 DRI WAY a EWALK I/} rr., ; ..... '•'•':.. ..' .'J.: i : .. ...:.... '.:'.' :.':.':.:'.:'. .:'.'.:' .': . .�. . .... ,gyp �:.• •:�.:: 00m JOR�H. ...... ..... ::1::.. k..i' '00R:-ELSVATf ON .. ........... -. .e. ; rn.rrnrrr ..... �ll / .. .l'. .'/.':: '..:�:(,......... �: ......................}5TJN& :RE"3}D :::•:::::::::... �l...:.......... ::: • :•::•.:.'1' EMG?fS . :I is ......................... ........................... ........... ...:.:..................... N X W 1% A b 9 OCT 2 9 2002 N 89'39'51" W BUILDING DEPT. ITE RECEIVEDA. i PERMIT EXPIRES SE CITY OF EDMONDS ZONENU B RcifD - CONSTRUCTION PERMIT APPLICATION JOB SUnWAPT# ADDRESS OWNER NAME/NAM O B EBB PLAT NAME/SUBDIVISION NO. LOT NO. LID NO. Er W MAILING ADDRESS LID FEE TESCPr PUBLIC RIGHT OF WAY PER OFFICIAL STREET MAP RW. Pe Approved fiW�Pormit Required /. so-oot uoo Pork negd CITY ZIP TELEPHONE EXISTING. PROPOSED Inspection Required sidewalk Required REQUIRED DEDICATION' FT %' u"dwW0gQir Wiring NA METER. SIZE +' LINE SIZE NO. OFIT FI RES PFIV RgQUIRED . 2 II o YES' NO 0 Q \ yyuu W - C ADDRESS REMARKS = OWNER/CONTRACTOR RESPONSIBLE FOR EROSION CONTROL/DRAINAGE a CITY"ZIP TELEPHONE I S G /j -D g_vzo I G W 0011 NAME. ICBL# C/ r/C- © ENGINEERING ReVrEWED'BY DATE ¢ ADDRESS FIRE REVIEWED BY. DATE W CITY ZIP TELEPHONE STATE LICENSE NUMBER EXPI TION DATE CHE KED BY VARIANCE OR CU SHORELINE OR ADB# INSPECTION BOND REQ'D POSTED EMS❑NO $ M SEPA REVIEW SIGN AREA HEIGHT a PROPERTY TAX ACCOUNT PARCEL NO., COMPLETE EXEMPT . ALL O ED : PROP SED LOWED PROPOSED W P} 7�" I'�7�/, f 1 �� Z V v EXP X A A 25 2� NEW . RESIDENTIAL PLUMBING / MECH LOT COV GE REQUIRED SETBACKS (FT.) PROPOSED SETBACKS (FT.) ALLOWED ROPOSED FRONT SIDE REAR FRONT L/I IDE REAR ❑ ❑ /'.. COMPLIANCE OR V�✓q # `% .. ' .I , �, 1 �1 2 CHANGE OF. USE ADDITION.: /COMMERCIAL r 3p' PAIKING LOT AREA P G REV E Y ATE ❑ REMODEL MULTIFAMILY ❑ SIGN RE D PRO IDED 0REPAIR G I FENCE ►� , CYDS., ,: ❑ (.. X FT) REMARKS OTHER DEMOLISH ' TA NK. GARAGE RETAINING WALL FIRE SPRINKLER _ CARPORT ❑ ROCKERY ❑ FIRE ALARM O E OF USE, BU ESS OR ACTIVITY) EXPLAIN: CHECKED" BY TYPE OF ITI�N CO OCCUPANT C. L w GROUP . u� NUMBER NUMBER OF ` CRITICAL m" OF DWELLING AREAS SPECIAL INSPECTION AREA . OCCUPANT: fh N I//�� O .. STORIES UNITS. NUMBE REQUIRED V LOAD � ... YES 4 �� ' DESCRIBE WORK TO BE DONE. ❑ Q REMARKS O PROGRESS INSPECTIONS PER UBC..108/FINAL. INSPECTION REO'D Z 1 j" ++'I VALUATION /f5 Description FEE Description FEE Plan Check State Surcharge HEAT SOU CE GLAZING % LOT SLOP" BUilding PermitIT 42 CitY Surcharge., e", VE T PLAN CHECK $ ED DATE PluFnbing + Mechanical THIS PERMIT AUTHORDES ON THE WORK NOTED. THIS PERMIT COVERS WORK TO t - BE DONE ON PRIVATE PROPERTY ONLY. ANY CONSTRUCTION � UCT ON ON THE PUBLIC s Grading J DOMAIN (CURBS, SIDEWALKS, DRIVEWAYS, MARQUEES; ETC.) WILL REQUIRE ; :. ` / SEPARATE PERMISSION. , Engr. Review ry . - PERMIT APPLICATION: ISO DAYS . - d PERMIT LIMIT. 1 YEAR - PROVIDED WORK IS'STARTED WITHIN 180 DAYS IriS.� SEE BACK OF PINK PERMIT FOR MORE INFORMATION Engf. pection 1 •APPLICA19,ON BEHALF OF HIS OR HER SPOUSE, HEIRS; ASSIGNS AND SUCCESORS Fife Review Plan Chk. Deposit IN INTEREST,' AGREES TO INDEMNIFY, DEFEND -AND HOLD HARMLESS THE CITY OF ' EDMONDS,, WASHINGTON, ITS OFFICIALS, EMPLOYEES AND AGENTS FROM ANY AND Fire Insp@ction Receipt # ALL CLAIMS FOR DAMAGES OF WHATEVER NATURE, ARISING DIRECTLY OR INDIRECTLY FROM THE ISSUANCE OF. THIS PERMIT, ISSUANCE OF THIS PERMIT SHALL NOT BE d In `` Landscape e s . DEEMED TO MODIFY, WAIVE OR REDUCE ANY REQUIREMENT OF ANY CITY ORDINANCE p p Total Amt. Due .; 0 NOR LIMIT IN ANY WAY THE CnY'S ABILITY TO ENFORCE•ANY ORDINANCE PROVISION.' . 4p Recording Fee, Receipt # 1 HEREBY ACKNOWLEDGE THAT I HAVE READ THIS APPLICATION; THAT THE INFORMATION - GIVEN IS CORRECT; AND THAT I AM THE OWNER, OR THE DULY AUTHORIZED. AGENT, OF APPLICATION APPROVAL THE OWNER I AGREE TO COMPLY WITH CITY'AND STATE LAWS REGULATING'CONSTRUC- CALL This epbllcation Is not a permit until signed by the TION; AND IN DOING THE .WORK AUTHORIZED THEREBY NO PERSON WILL BE EMPLOYED Building OfBclal or his/her' Deputy: and Fees are paid,and IN VIOLATION OF THE LABOR CODE:OF THE STATE OF WASHINGTON,.-RELATING TO FOR. INSPECTION receipt is acknowledged in space provided. WORKMEN'S COMPENSATION INSURANCE AND RCW 18.27. r OF CIALS SIGNATURE DATE S OW O E f :DATE SIGNED C425) 771-0220 REkF1SED BY DAT ATTENTION O IT JS UNLAWFUL TO USE OR :OCCUPY A BUILDING OR"STRUC.TURE.UNTIL. A FINAL INSPECTION HAS BEEN MADE AND APPROVAL OR A CERTIFI oRIGwAL-FILE •"YELLOuV-INSP CTOR CATE OF OCCUPANCY HAS BEEN GRANTED. UBC SECTION 10g RINK -OWNER GOLD -ASSESSOR 04/02 'PRESS HARD -YOU ARE MAKING &COPIES GREEN -ACCOUNTING. t ATE RECEIVED / -' PERMITEXPIRES CITY OF EDMONDS .. USEPERMIT ZONE NUMBER JOB /,� SUnVAPT# CONSTRUCTION PERMIT APPLICATION ADDRESS L! OWNER NAMEMAME OF BUSINESS PLAT NAMEISUBDIVISION NO. LOT NO. LID NO. /*&ni;e n - / i G LID FEE $ w MAILING ADDRESS PUBLIC RIGHT OF WAY PER OFFICIAL STREET MAP TESCP ApprovedRW ired = EXISTING PROPOSED StreetU PeroReqenReqb Inspection Required pG CITY ZIP TELEPHONE Sidewalk Required 25 REQUIRED DEDI TION FT underground Wiring required Q NAME METER SIZE LINE SIZE NO. 6FFikiiTRig_j PRV REQUIRED • TREET TO IBE CLBANED q 10ft NO p z 6^ W z ADDRESS t�gT pg V OWNER/CONAiOSfQI�C��AE cc Z W CITY.. ZIP TELEPHONE HOSE BIB WITH AVB IN NAME csL # • DUMP AT APPROVED DUMP 3ftf'- ftX ENGINEERING REV�§WvuEDB� DATE . ADD ESS IC OEE IJEMOLITION INSPECTION G FIRE REVIEWED FOR INSPECTION REQUIREMENrTSn E W CITY ZIP TELEPHONE O U r' VARIANCE OR CU SHORELINE OR ADB# INSPECTION REO'D BOND POSTED STATE LICENSE NUMBER EXPIRATIO DATE CHECKED B o, . w.� ...."..."..'. ❑YES ❑NO $ SERA REVIEW COMPLETE EXEMP SIGN AREA ALLOWED PROPOSED HEIGHT ALLOWED PROPOSED Q PROPERTY TAX ACCOUNT P CEL NO. t7 -� EXP ❑ NEWRESIDENTIAL ❑ PLUMBING / MECH LOT COVERAGE REQUIRED SETBACKS (FT.) PROPOSED SETBACKS (FL) ALLOWED PROPOSED FRONT SIDE REAR FRONT UR SIDE REAR c7 ❑ ❑ ❑ COMPLIANCE OR ADDITION COMMERCIAL A I A Z q CHANGE OF USE PARKING REOD 1PROVIDED LOT AREA P O R IEWE Y % DATE ❑ REMODEL ❑ MULTIFAMILY ❑ SIGN ❑ REPAIR ❑ GRADING CYDS ❑ FENCE REMARKS q ,ry w� � �7B \ A /A j fP_, / '� 4 { / Vti/ y ( X FT) ,DEMOLISH ❑ TANK ❑ OTHER ❑ CARPORT . .. . ❑ ROCKERY RETAINING WALL ❑ FIRE ALARM LER .. . 2 O � (TYPE OF USE. 'BUSIN SS OR ACTIVITY) EXPLAIN: CHECKED BY TYPE,,.OF CONSTRUCTION CODE, OCCUPANT O_711142—,GROUP C NUMBER OF NUMBER 9F DWELLING CRITICAL AREAS SPECIAL INSPECTION OCCUPANT O STORIES UNITS NUMBE �/ JAREA REQUIRED ❑ YES LOAD DESCRIBE WORK TO BE DONE REMARKS PROGRESS INSPECTIONS PER UBC 108/FINAL INSPECTION REQ'D 9 m VALUATION Description FEE Description FEE Plan Check State Surcharge HEAT SOURCE GLAZING % LOT SLOPE % Building Permit " - City Surcharge —" PLAN CHECK N : VESTED DATE Plumbing Mechanical THIS PERMIT AUTHORIZES ONLY THE WORK NOTED. THIS PERMIT COVERS WORK TO t BE DONE ON PRIVATE PROPERTY ONLY. ANY CONSTRUCTION ON THE PUBLIC Grading 7 DOMAIN (CURBS, SIDEWALKS; DRIVEWAYS, MARQUEES, ETC.) WILL REQUIRE SEPARATE PERMISSION. s Engr. Review w PERMIT APPLICATION: 180 DAYS 4 PERMIT LIMIT 1 YEAR - PROVIDED WORK IS STARTED WITHIN 180 DAYS Engr. Inspection SEE BACK OF"PINK PERMIT FOR MORE INFORMATION 'APPLICANT, ON BEHALF OF HIS OR HER SPOUSE, HEIRS, ASSIGNS AND SUCCESORS Fire Review Plan Chk. Deposit IN INTEREST, AGREES TO INDEMNIFY, DEFEND AND HOLD HARMLESS THE CITY OF Se EDMONDS, WASHINGTON, ITS OFFICIALS, EMPLOYEES, AND AGENTS FROM ANY AND Fire Inspection Receipt III CLAIMS FOR DAMAGES OF WHATEVER NATUPE, ARISING DIRECTLY OR INDIRECTLY FROM THE ISSUANCE OF THIS PERMIT. ISSUANCE OF THIS PERMIT -SHALL NOT BE Landins p• g MODIFY WANscaE OR REDUCE DEEMED.TO ANY REQUIREMENT OF -ANY CITY ORDINANCE Total Amt. Due i NOR LIMIT IN ANY WAY THE CITY'S ABILITY TO ENFORCE ANY ORDINANCE PROVISION' Recording Fee Receipt # I HEREBY ACKNOWLEDGE THAT I HAVE READ THIS APPLICATION; THAT THE INFORMATION GIVEN IS CORRECT; AND THAT I AM THE OWNER, OR THE DULY AUTHORIZED AGENT OF APPLICATION APPROVAL THE OWNER. I AGREE TO COMPLY WITH CITY AND STATE LAWS. REGULATING CONSTRUC- CALL This application Is not a permit until signed by the THEREBY, TION; AND IN DOING THE WORK AUTHORIZED NO PERSON WILL BE EMPLOYED Building Official or his/her Deputy: and Fees are paid, and IN VIOLATION OF THE LABOR CODE OF THE STATE OF WASHINGTO14 RELATING TO _ FOR INSPECTION receipt is acknowledged in space provided. WORKMEN'S COMPENSATION INSURANCE AND RCW 18.17 DATE SI E ATE SIGNED (425) n EMINRE /DAT 771-0220 L ATTENTION Off 1333 IT IS UNLAWFUL TO USE OR OCCUPY A BUILDING OR STRUCTURE UNTIL A FINAL INSPECTION HAS BEEN MADE AND APPROVAL OR A CERTIFI- CATE OF OCCUPANCY HAS BEEN GRANTED. UBC SECTION 109 PINK - GOLD -ASSESSOR 04/02 PRESS HARD -YOU ARE MAKING 5 COPIES GREEN ACCOUNTING