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Home My WebLink About218 W 8th St - BuildingApplication Number Application pin number Property Address ASSESSOR PARCEL NUMBER Application type description Subdivision Name Property Use Property Zoning COMMERCIAL NEIGHBORHOOD Application valuation 0 Application desc 200 amp service Owner MARKLEY TTE DIANE L PO BOX 2835 PORT ANGELES Permit Additional desc Permit pin number Permit Fee Issue Date Expiration Date Qty Unit Charge 1 00 119 9000 WA 983620333 ELECTRICAL PERMIT CITY OF PORT ANGELES 360 417 -4735 10 00001041 896835 218 W 8TH ST 06 30 00 0 2 6632 0000 ELECTRICAL ONLY Contractor SIMPSON ELECTRIC 243036 W HWY 101 PORT ANGELES (360) 457 9270 ELECTRICAL ALTER RESIDENTIAL 173625 119 90 9/20/10 Valuation 3/19/11 Per ECH EL 0 200 SRV FEEDER Plan Check Fee Special Notes and Comments September 20 2010 8 23 10 AM Brian 417 4708 Install 5 mast and supports to obtain clearance over alley communication lines Fee summary Permit Fee Total Plan Check Total Grand Total Charged Paid Credited Signature of owner or Electrical Contractor X 119 90 119 90 00 00 00 00 119 90 119 90 00 INSPECTION TYPE DATE. DITCH SERVICE 11 AV ROUGH IN FINAL 57 27 I I n J COMMENTS PERMIT WILL EXPIRE SIX (6) MONTHS FROM LAST INSPECTION Date 9/20/10 RESULTS WA 98363 Due 00 00 00 00 0 Extension 119 90 REPORT STATE SALES TAX on your excise tax form to the City of Port Angeles (Location Code 0502) INSPECTOR. Date: RECEVE0 CPERMIT v OF PORT ANGELES PERMIT APPLICATION 1 7 00 Building Division/Electrical Inspections ELECTRICAL 321 East Fifth Street P.O, Box 1154 Port ,Angeles Washington, 98362PECTIONS Ph: (360) 417-4735 Fax: (360) 417 -4711 Date: 3// '7 _X;_, 1 2 Single Family Dwelling Plan Review May Be Re uired Pl. ease �ptete Electrical Plan Review Information Sheet Job Address: Building Square Footage: Description of above r./ �SEJ U r C Owner Information Name: Melling Address; City: A State: _./3. ZIP: Phone:.t',Fax: License rExp. Multi- Family or Commercial" Commercial Addition Allergic I Remodel I Repair* ibm Unit Clyne Service/Feeder 200 Amp, $119.90 Service/Feeder 201 -000 Amp. $146.50 ServlcefFeeder401.600 Amp 204.60 SeMceiFeeder601 -1000 Amp. 262.20 Sornlce /Feeder over 1000 Amp. 372.50 Branch Circuit WI Service Feeder 2.60 Branch Circuit W10 Service Feeder 73.50 Tech Additional Branch Circuit 2.60 Temp. Service! Feeder 200 Amp. 92.70 Temp. Service/Feeder 201-400 Amp. 110,30 Temp. ServlcelFeeder 401-600 Amp. 148.70 Temp. Service/Feeder 601-1000 Amp $167,90 Portal to Portal Hourly 95.90 Sign /Outline lighting 88.20 Signal Circuit! Limited Energy I First 1500 sf— Commercial 95.90 Note: $5.00 for each additional 1500 sf Signal Circuit/ Limited Energy 1 2 Family Dwelling 63.90 Signal Circuit/ Umited Energy Multi -Family Dwelling 63.90 Manufactured Home Connection 119.90 Renewable Electrical Energy 5KVA System or Less $10230 Thermostat 56.00 NEW CO RUCTION ONLY: First 1300 Square Ft. $110.30 Each Additional 500 Square Ft. or Portion of 35.20 Each Outbuilding or Detached Garage 73.50 Each Swimming Pool or Hot Tub $110,30 Information Cont Name: I Ph Mailing Ad ryes o ne: License Exp. Sla A ZlrZlr -111/ Total lavAtit died banicharnal 5 010$12aio Owner as defined by RCW 19.28,261 (1) Owner will occupy the structure for two years after this electrical permit is finalized. (2 )wrier is required to hire an electrical contractor If above said property is for sale, rent or lease. Permit expires after six months of last inspection. After reading the above statement, I hereby ceriii that I am the owner of the above named property or a licensed electrical conl ctor. I am making the electrical installation or alteration In compliance With the electrical laws, N.E.C., RCW. Chapter 19.28, WAC. Chapter 294.4E B The City of Port Angeles Municipal Code, and Utility Specifications and PAMC 14.05.050 regarding Electrical Perms Applications, Sib o r, electrical con t or electrical administrator ID Cub 0 Cbedr Application Number Application pin number Property Address ASSESSOR PARCEL NUMBER Application type description Subdivision Name Property Use Property Zoning Application valuation Owner MARKLEY TTE DIANE L PO BOX 2835 PORT ANGELES Permit Additional desc Permit pin number Permit Fee Issue Date Expiration Date WA 983620333 Qty Unit Charge Per 1 00 770 0000 EA PW W/M 1 SERV 5/8 METER Permit Additional desc Permit pin number 111062 Permit Fee 400 00 Issue Date 9/18/07 Expiration Date 3/16/08 Qty Unit Charge Per Fee summary Charged Permit Fee Total 1170 00 Plan Check Total 00 Grand Total 1170 00 T•\Policies \1102.15R [1/05] CITY OF PORT ANGELES PUBLIC WORKS UTILITIES DIVISION 321 EAST 5TH STREET PORT ANGELES, WA 98362 07 00001068 732012 218 W 8TH ST 06 30 00 0 2 6632 0000 PUBLIC WORKS UTILITES COMMERCIAL NEIGHBORHOOD 0 Contractor OWNER PUBLIC WORKS RES WATER SERV SECOND METER ON PARCEL 111054 770 00 9/18/07 3/16/08 STREET ALLEY RESTORATION BASE FEE Plan Check Fee Valuation Plan Check Fee Valuation Paid Credited 1170 00 00 00 00 1170 00 00 310 Date 9/18/07 Due 00 00 00 0 0 0 Extension 770 00 0 0 0 Extension 400 00 Separate Permits are required for electrical work, SEPA, Shoreline, ESA, utilities, private and public improvements. This permit becomes null and void if work or construction authorized is not commenced within 180 days, if construction or work is suspended or abandoned fora period of 180 after the work as commenced, or if required inspections have not been requested within 180 days from the last inspection. I hereby certify that I have read and examined this application and know the same to be true and correct. All provisions of laws and ordinances governing this type of work will be complied with whether specified herein or not. The granting of a permit does not presume to give authority to violate or cancel the provisions of any state or local law regulating construction or the performance of construction. Signature of Contractor or Authorized Agent Date Signature of Owner (if owner is builder) Date PERMIT INSPECTION RECORD CALL 417 -4807 FOR UTILITY INSPECTIONS. PLEASE PROVIDE A MINIMUM 24 HOUR NOTICE. IT IS UNLAWFUL TO COVER, INSULATE OR CONCEAL ANY WORK BEFORE INSPECTED AND ACCEPTED. POST PERMIT IN A CONSPICUOUS LOCATION KEEP PERMIT CARD AND APPROVED PLANS AT JOB SITE INSPECTION TYPE DATE ACCEPTED COMMENTS PW UTILITIES (Engineering Division) WATERLINE METER SEWER CONNECTION SANITARY STORM SITE DRAINAGE SITE EROSION CONTROL PARKING SIDEWALK CURB GUTTER DRIVEWAY APPROACH BACK -FLOW DEVICE RESIDENTIAL CONSTRUCTION R.W PW/ ENGINEERING 417 -4807 FIRE 417 -4653 I PLANNING DEPT 417 -4750 I BUILDING 417 -4815 T\Policies\ 1102.15R 1/05] YES NO FINAL INSPECTIONS REQUIRED PRIOR TO OCCUPANCY/USE DATE YES NO COMMERCIAL DATE ACCEPTED YES I NO CONSTRUCTION R.W PW ENGINEERING I FIRE DEPT I PLANNING DEPT BUILDING <:1I'OAr~ i'~.'.~:t.... ~. 'L ~- "it"'" CITY OF PORT ANGELES PUBLIC WORKS - UTILITIES DIVISION 321 EAST 5TH STREET, PORT ANGELES, WA 98362 07- /ob8 Application Number Application pin number Property Address ASSESSOR PARCEL NUMBER: Application type description Subdivision Name Property Use Property Zoning Application valuation 07-00001068 Date 732012 218 W 8TH ST 06-30-00-0-2-6632-0000- PUBLIC WORKS UTILITES 9/18/07 qfto -"5 &:3'1 d/8wB th D (Y7~ COMMERCIAL NEIGHBORHOOD o Owner Contractor MARKLEY, TTE DIANE L PO BOX 2835 PORT ANGELES WA 983620333 OWNER Permit Additional desc Permit pin number Permit Fee Issue Date Expiration Date PUBLIC WORKS RES WATER SERV SECOND METER ON PARCEL 111054 770.00 Plan Check Fee 9/18/07 Valuation 3/16/08 .00 o rJM ~ Qty Unit Charge Per 1.00 770.0000 EA PW W/M 1" SERV 5/8" METER Extension 770.00 Permit Additional desc . Permit pin number Permit Fee Issue Date Expiration Date STREET ALLEY RESTORATION 111062 400.00 9/18/07 3/16/08 Plan Check Fee Valuation .00 o Qty Unit Charge Per BASE FEE Extension 400.00 Fee summary Charged Paid Credited Due ----------------- ---------- ---------- ---------- Permit Fee Total 1170.00 1170.00 .00 .00 Plan Check Total .00 .00 .00 .00 Grand Total 1170.00 1170.00 .00 .00 Separate Permits are required for eiectrical work, SEPA, Shoreline, ESA, utilities, private and public improvements. This permit becomes null and void if work or construction authorized is not commenced within 180 days, if construction or work is suspended or abandoned for a period of 180.aays after the work as commenced, or if required inspections have n.ot been requested within 180 days from the last inspection. I hereby certify that I have read and examined this application and know the same to be true and correct. All provisions of laws and ordinances governing this type of work will be complied with whether specified herein or not. The granting of a penmit does not presume to give authority to vioiate or cancel the provisions of any state or local law regulating constructio.n or the pertormance of construction. Signature of Contractor or Authorized Agent Date Signature of Owner (if owner is builder) Date T:\Policies\ 11 02.15R [1/05) . STORMWATER SITE PLAN For 218 and 220 W. Eighth Street Redevelopment Diane Markley Proiect Descriotion Diane Markley of Port Angeles, WA is planning minor redevelopment of her property located on a 0.16-acre parcel at 218 and 220 W. Eighth Street in Port Angeles. The parcel currently contains one rental house, one unoccupied building, and one garage, along with paved area, graveled area, and lawn/landscaping. The redevelopment will consist of removing the garage, remodeling the interior of the unoccupied building to create office space, and the addition of a paved parking lot. This redevelopment will remove approximately 430 sJ. of roof area and 800 sJ. of graveled area, and will add approximately 2,100 sJ. of pavement, for a net addition of 870 sJ. of impervious area. All areas of the redeveloped site that are not paved or roofed will be lawn/landscaping. This plan accounts for the entire 0.16 acre site. According to the Westem Washington Municipal Stormwater NPDES and State Waste Discharge General Permit, under which the City of Port Angeles is permitted, project sites under 1 acre in size that discharge to the permitted city's municipal separate stormwater sewer system continue to be regulated by the same local guidelines that were in place prior to coverage under the General Permit. By these regulations, this project site is required to install stormwater detention per rational method drainage calculations for storm flows up to and including the 25 year storm event. All of the potentially contaminated runoff from the paved parking lot will be collected by a catch basin containing a catch basin filter insert and routed to a detention pipe. The detention pipe will detain runoff and release it to the municipal stormwater system at the rates prescribed by the drainage calculations (see the attached Relevant Calculations). The Stormwater and Erosion Control Plan is attached. It includes details of the BMPs that will be used. Existina Site Conditions The site is bordered to the northeast by W. Eighth Street, to the southwest by a paved alleyway, to the northwest by two developed residential parcels, and to the southeast by a developed retail parcel. The predeveloped site is approximately 38% roof area, 15% pavement, 12% gravel, and 35% lawn/landscaping. The site is predominately flat, with a short, steep 1-2' drop to sidewalk grade on the northeast side. Vicinity MaD Below is a map depicting the vicinity of the construction site. The site is located on W. Eighth Street between S. Oak Street and S. Cherry Street. Calculations Calculations associated with runoff flow rates and volumes, and the detention trench and outlet structure are attached. The detention trench was designed using rational method drainage calculations. 218 & 220 W. Eighth St., Markley, SSP - Page 2 of 5 Relevant Calculations 218 & 220 W. Eighth St., Markley, SSP - Page 3 of 5 DR,I\\.0'~GC c-ALC0LAT\a~5_ ~GR D\ANE Jl'\A$k,LE'-( d,\'3!ddCl '2 u, S I' \>o~\ ANC,(LCs' ?\(~$C; \I~LOP~D RE::.,0\ fA l. \-\OJ<:L ~0\L\)\Nc:, GA~ AG~ ? A \,jr.;;.f't\C;J\ C \ZA\J~ L Ci0 ~ LAI L-AvJ;0 !Lf'vJ0Sc:.AV\;J(, <0 ~LA\ i-O 1- .;,.y- \S3'8 '-\3'd \03"d- '6\d :J.'-\<6CJ +00 0 S~ \)C\JCLO\'e-'\) f:-X\S \\,0(, $~N\AL \\0 0~ (;X\ C; I\;$ G ~ L\) (, (\:.S:.f'\$)~ u::. \j ') EX\ s\vJG t'A'\\E..f\\~Ar\ '?~CNOSSD 'f'A-"JCf{'0j1 LA'-J N / U\ N $ scAt\;\) (, (2:; ~l AT --:r01- <.J;: ~, \S3Z G'Zc;, d. '-I '-I \ IG,"d'b -:rOOO Sf \')(:,(.,0\\0/0 kCQ()\~d) (k o:tJ;;_~ ~) d. ~~ SIO'\:..)'\\ -:: \'6 c:..S (0,0\0 c......~s') ")c, ~~ 51'0'\':..\'<'\ = ":2-=t cr; (0, O\S CS;S) DG- \<C.A\\\OAl \>\t's ".0,\"'1:.\,0(, (~~ u.L ') 3S LSi-'" oS; \J"GJ ?\"'E-' 01(--.. \Co L~ o~ \~"<t P\P~ ) ) 00\\....~"T o\::. \~\C~ <; \-:C\.NG, (~~ c..c.J.z....1') \\\E- OJlLCr ORW\QS Ali....s SI=c.~U bAS",,-\') ON A n." (SJ 1(\\'(.., W AN \'6"CY \'\?E- \S uSE-\') THe ORWlc-E:-S, j(\0S, bE:. \2.E:.S;\'Z:.LD. ) d- '-( '\" 0 ~ \ \" \ c... ~ ~ \ "0,) l C .J ~ L w \ '\ '\\ \' \ 'rC 'G 0 \\ () tI\ --;;l.S '-{'?. o$W\CE.. ~ \ "<1> AI a.," !\\!::,ovc ,?W'E:.. \S,01\01'l\ S\A;0$~WC ~\se..'K S;o~ O\iC\(,~LOvJ L\C.JeL ~\\\-\ "TD? o~ V~\CA.l\\ON V\\'E:.. CLALLAM COUNTY DRAINAGE DESIGN PROJECT: Diane Markley LOCATION: 218 and 220 W. Eighth St., Port AngeJes PARCEL NO: 06-30-00-026-632 ZENOVIC & ASSOCIATES 519 S. PEABODY SUITE #22 PORT ANGELES, WA 98362 DATE: 10/8/2007 JOB NO. 07214 AUTHOR: AC Mean Recurrence Interval - Rainfall Duration (T) ; Design City ; I; m; n; 2 Years 30 Minutes Port Angeles 0.711 Inches/Hour; m/(T^n) 4.310 0.530 TOTALS UN FF AREA ACRE COEFF." SO. FT. "A" "Co O;C"I"A 707 0.016 0.900 0.010 1538 0.035 0.900 0.023 432 0.010 0.900 0.006 1032 0.024 0.900 0.015 812 0.019 0.500 0.007 2480 0.057 0.100 0.004 7000 0.161 0.065 CFS 1 Existing rental house 2 Existing building (to be remodeled) 3 Existing garage (to be demolished) 4 Existing pavement 5 Exisitng gravel at flat 6 Lawn/landscaping at flat "; INCREASED 10% FOR 25 YEAR STORM (.90 MAX.) LOPME RUN AREA ACRE COEFF." SO. FT. "A" "Co O;C"J" A 1 Existing rental house 707 0.016 0.900 0.010 2 Existing building (to be remodeled) 1538 0.035 0.900 0.023 3 Existing pavement 686 0.016 0.900 0.010 4 Proposed pavement 2441 0.056 0.900 0.036 5 Lawn/landscaping at flat 1628 0.037 0.100 0.003 TOTALS 7000 0.161 0.082 CFS "; INCREASED 10% FOR 25 YEAR STORM (.90 MAX.) INCREASE IN SITE RUNOFF; 0.016 ALLOWABLE ; 10 % 0.007 CFS REQUIRED ON SITE RETENTION/DISPOSAl = 0.010 CFS REQUIRED VOLUME FOR 30 MIN. STORM = 18 CU. FT. COLLE SO. FT. CONTROL O;C"I" A RUNOFF 1 Existing rental house 707 0.00% 0.010 0.000 2 Existing building (to be remodeled) 1538 0.00% 0.023 0.000 3 Existing pavement 686 0.00% 0.010 0.000 4 Proposed pavement 2441 92.17% 0.036 0.033 5 Lawn/landscaping at flat 1628 0.00% 0.003 0.000 TOTALS 7000 0.033 CFS Markley-2YR.xls Page 1 of 1 Intensity , , CLALLAM COUNTY DRAINAGE DESIGN I ZENOVIC & ASSOCIATES PROJECT: Diane Markley 519 S. PEABODY SUITE #22 LOCATION: 218 and 220 W. Eighth St., Port Angeles PORT ANGELES, WA 98362 PARCEL NO: 06-30-00-026-632 DATE: 10/8/2007 JOB NO. 07214 AUTHOR: AC Mean Recurrence Interval - 25 Years Rainfall Duration (T) = 30 Minutes Design City = Port Angeles 1= 1.207 Inches/Hour = m/(T^n) m= 7.370 n= 0.532 BEFOKE uEvELOPMt:N r RUNuFF AREA ACRE COEFF: SO. FT. "A" "CO O=C*I'A 1 Existing rental house 707 0.016 0.900 0.018 2 Existing building (to be remodeled) 1538 0.035 0.900 0.038 3 Existing garage (to be demolished) 432 0.010 0.900 0.011 4 Existing pavement 1032 0.024 0.900 0.026 5 Exisitng gravel at flat 812 0.019 0.550 0.012 6 Lawn/landscaping at flat 2480 0.057 0.110 0.008 TOTALS 7000 0.161 0.112 CFS . = INCREASED 10% FOR 25 YEAR STORM (.90 MAX.) IIAFTER DEVELOPMENT AREA ACRE COEFF: SO. FT. 'A" 'C" O=C'I'A 1 Existing rental house 707 0.016 0.900 0.018 2 Existing building (to be remodeled) 1538 0.035 0.900 0.038 3 Existing pavement 686 0.016 0.900 0.017 4 Proposed pavement 2441 0.056 0.900 0.061 5 Lawn/landscaping at flat 1628 0.037 0.110 0.005 TOTALS 7000 0.161 0.139 CFS * = INCREASED 10% FOR 25 YEAR STORM (.90 MAX.) INCREASE IN SITE RUNOFF = 0.027 ALLOWABLE = 10 % 0.011 CFS REQUIRED ON SITE RETENTION/DISPOSAL = 0.015 CFS REQUIRED VOLUME FOR 30 MIN. STORM = 27 CU. FT. COLLECTED ~. GE BASIN B AKt:A VI. vv", SO. FT. CONTROL Q=C'I* A RUNOFF 1 Existing rental house 707 0.00% 0.018 0.000 2 Existing building (to be remodeled) 1538 0.00% 0.038 0.000 3 Existing pavement 686 0.00% 0.017 0.000 4 Proposed pavement 2441 92.17% 0.061 0.056 5 Lawn/landscaping at flat 1628 0.00% 0.005 0.000 TOTALS 7000 0.056 CFS Markley-25YR.xls Page 1 of2 Intensity II"UNO OR'I",CE SIZING ORIFICE #1 2 YEAR STORM ORIFICE #2 25 YR STORM Head FLOWRATE (01) ~r ORIFICE #1 DIAMETER ~ H2 (TOTAL HEIGHT ABOVE ORIFICE #1) ~ FLOWRATE (0 out 2yr orifice) ~r FLOWRATE (0 out 25yr orifice) ~I H25(HEIGHT ABOVE ORIFICE #2) ~I ORIFICE #2 DIAMETER ~ 0.75 9.00 " 0.0231 CFS .1,000 IN. ->USE 1.00 FT. '0~026i1 CFS 0.01411 CFS 0.2500 3.00 " 1.028 IN. ->USE I 1.0001iN. ORIFICE 1 IN. ORIFICE 1.0001IN. ORIFICE 1 IN. ORIFICE DETENTION PIPE PIPE DIMENSIONS PIPE DIAMETER = PIPE # 1 AREA IL.F. ~ ESTIMATED TRENCH I PIPE LENGTH NEEDED = 12 IN. = 0.785 SO. FT. 35 FT. 1 FT Markley-25YR.xls Page 2 of2 Intensity Drainaae and Erosion Control Plan 218 & 220 W. Eighth St., Markley, SSP - Page 4 of 5 \ , , EROSION C , ~",,~TROL NOTES: lK.._.....-.:--... . ~:~J::..~1C"..:: ~~.:~~-"''''''' :~~~ ~i~~~ , , '- ~ '- ~"1..=t'* -.....,,_<#.... l-t',:'S.';~'1 =:fff:li}~ -. -- -:--...:: ., ~/, .... ~,'" I / ......, ............ ...... ............ ~ \ ~...:!;o"':.. -"""'...".=- ...... '":,'0. SITE PLAN APPROVED FOR CONSTRUCTION DATE: ...... ", ---=-=.::;-.- ~ APPROVAL EXPIRES' ==-.= ::==..::-' :7.~~~~= 1-......-. 1'----' 1-"'--" [E~=:;'~'7"" ................""...... nrVATlO N SILTATION ~.- F-="" __I ~_,=,.o.o<rli5l'EClnC...nl>>lS ~~J::~~tftJ;~"~:=- --~~=:::""""'-- ~:"'~CD.BACKflLL <UII"_ ""- - ::=:= =- ,.".., -- 5r..~;::.~'" '~"":.':"'~ ..............- =o'Q'" .~,,-- ',;:-:~:." ::':"'":'..~ ......_..<Pt. SEC'lICJ<8-8 ~~~Al.:. CATCH BASIN ~~'i:':~;.~~~~" .....== .....;;-~~ "':-~,:~ : ..';': ""-.E....Y!J .::''''=- SFCllON SII T:TlON ...,"''''''''' FFNCING ~.... _.:' ".:,::;;':i;: . ='If'"_....''''.... I ~'l:=--=;4 SECTlCNA-A 1 --- a_."':'- =-- -- 1 I~"'-::.:-"~'''-'"--- m>E ,~=-",".,;;;;s:;,=:''''"''=--I ~"~~icl~:>> _ _ ~I:l- ..."'" SFCTlON .....r.o......:~ ::.~~'=- nFITNTlON PIPE .._~':'~....... -......... - =~:....t_ -.~~~~~' -- ..-,..... ~!~;t OtTAlI ~;~~TlON PIPF At CONTROl __. STRlJCnJRF , ~h " ""I ! :; I' ,h~! ~ W "'.... u'::fl ~~I w <. N z ::; . ~ I ~ , 0 d i i , I ! i , z o ~ "' " < ~ < Z " '" C ~ ~ !;i ; " O~~ NOTED :TDBERl2.2007 ~~IE:I'LNI.Dwr; D721' ~, 1 Specifications and Relevant Product Information 218 & 220 W. Eighth St., Markley, SSP - Page 5 of 5 .1 J'j~" 8. 5 .. j 1.8 ~; U~ " 6 :" ~ d' i~:ii i E I d 11 Ii ~~!h ~ ~ U i .'i~ l".~"u Ii. 11 eilO l; ~.. I" Q. i I . ,. i li.. .8 I~I ~ ~ i~ I B~~ ~ ~~~ I ~ r! & . j~B :!i~i j !j ~i ~I .;jl! iUh.. t. rj It Il~ i~i'i;~i~! 1} !~ ~ H i~ "-i ~ H ~E .. ~ !!~ :I~tj~ ~l !1 ~J !i p .. II Ii e.~ z ... i I li !i I- ;!! 8 III g iil b ~ b ~ ~ ~ ;/ g~ f ~~ ~~ ~ ~ n t ! i~ i~ I: ~ "1 i1 Q. i t .1 ~ ~I ;~ I i . Ii n ~~ . i ! I i I ~ I . . - . ... ~ I z co I I iii z i : Ii! .. .. ~ .. I i i I i ~ i ~ % ~ I I 2 2 Ad~anced Environmental Solutions, INC. Page I of3 ADVANCED ENVIR&NMENTAL SOLUTIONS, INC. DrainGuard™ Catchbasin Filter Inserts Keep Sediment And Other Pollutants From Entering The Water System With DrainGuard Catch Basin Inserts Stormwater pollution has become a major concern both locally and on a national level. DrainGuards remove waste from stormwater before it can become a problem in the water system. Simple and effective, these inserts can save $ I ,000's compared to expensive treatment processes or capital intensive equipment. Designed to fit most standard catchbasins, the DrainGuard can be installed and removed in minutes without any tools. Hydraulic bypass overflow ports help eliminate back up. Three different models adapt to your specific needs while meeting Non-Point Source Storm Water Pollutant Reduction Regulations. Available in Three Models: · Oil and Sediment Model - Part #: I 1091 u · Sediment Only Model - Part #: I 1090u . Trash and Debris Model - Part #: I I089u ~. \. '-- Click For Larger Image ... . -..,l~ .. - \..-. Click For Larger Image Installation is easily accomplished in just a Step I - Remove Grate. few minutes Step 2 - Insert DrainGuard. Step 3 - Replace G Trim excess materi desired. /neSigned For Practical Use In: . Industrial Facilities - keep oil and other contaminants from entering storm drains. · Construction Sites - tubular design captures eroded soil and wind-blown debris. · Parking Lots, "Drive-Up" Retail Facilities - polypropylene geotextiles collect oil, fuel and other contaminants that drip from cars. Unique PopUp Capacity Indicator* Automatically Signals When It's Time To Install A New DrainGuard II II http://www.advenvironmental.comlstreamsentry.html 10/8/2007 Advanced Environmental Solutions, INC. Click For Larger Image Heavy duty magnet securely attaches the reusable indicator to the bottom of the grate. A tether is attached to a release hook which disengages when the DrainGuard has reached its capacity. T=<... - . I _I Click For Lar er Ima e ~.\- ULJ Click For Larger Image The Trash and Debris Model is designed specifically to catch larger items such as cigarette butts. candy wrappers and paper goods. The Oil and Sediment Model contains a revlaceable oil absorbent pillow that removes oil and grease from water flow as it passes through the DrainGuard. Choose the non- leaching Rubber Particulate Pillow or the highly absorbent Polypro ylene Pillow. Page 2 of3 ~~.-:);J:rr ~~ rg- ::"::"J ~:7 - ~ ....:..~.,.~-' ~ Click For Larger Image The bright red end cap ''pops up" through the grate to visually alert maintenance personnel that the DrainGuard need to be emptied or replaced. The spring-loaded device can be driven over even in the ''popped up" position. v Click For Larger Image The Sediment Only Model removes dirt. sand and other sediment from stormwater. Ideal for a construction site sediment control. * Note: The PopUp Capacity Indicator is not designed for use with the Trash and Debris Model. U.S. Patent No. 5,372,714; 5,575,925 Part #: IFabric Weight: IThickness: IWater Flow Rate: I SPECIFICA nONS Oil and Sediment I I Sediment Only Model Model . 9225-Rubber Particulate Pillow (I- Pack) 9224-Rubber Particulate Pillow (10- Pack) 9226 - I-Pack 9228 - lO-Pack 9222.Polypropylene Pillow (I-Pack) 922 I-Polypropylene Pillow (] a.Pack) 8.0 oz 1 yd2 145 mil. 120 gpm 1 f(2* 8.0 oz 1 yd2 145 mil. 120 gpm 1 f(2* http://www.advenvironmental.comlstreamsentry.htrnl Trash and Debris Model 9227 - I-Pack 9229 - lO-Pack II II II II Not Applicable Not Applicable Not Applicable 10/8/2007 Advane7d Environmental Solutions, INC. Page 3 of3 IPermeability: jDimensions: IWeight: !oPtions: IAccessories I II .5 em 1 see II .5 em 1 see II Not Applicable I II 48"Lx36"Wx23"H II 48"Lx36"Wx23"H II 48"Lx36"Wx 18"H I II 2 lbs. II 1 lbs. II 1 lbs. I , I I * The total water flow rate through the insert in new condition is in excess of 500 gpm. The overflow rate is approximately 250 gpm. Repl"emen. Rubbe, Particula" Pillow I (case of 10) Part #9233 Replacement Polypropylene Pillow (case of ]0) Part #9223 None II None PopUp Capacity Indicator (Part #9236), Giate Lifting Hook (Part #9235) http://www .advenvironmenta1.eorn/streamsentry.html 10/8/2007