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Home My WebLink AboutSNOW CREST VIEW LT 15Snow Crest View Lot 15 #016-141-17 JAN 0 4 4019 Inspection Report_1-1-12.doc Municipality of Anchorage Community Development Department Page 1 of 2 On -Site Water and Wastewater Program 4700 Elmore St. • P.O. Box 196650 Anchorage, AK 99519-6650 • http://www.muni.org/onsite • (907) 343-7904 ON-SITE WASTEWATER INSPECTION REPORT Permit Number: OSP141481 PID Number: 016-141-17 ❑ New ❑✓ Upgrade Name: CJC HOLDING LLC ABSORPTION FIELD ✓ Dee Trench ❑ Shallow Trench ❑ p E] Bed ❑Mound Address 11440 LILLIAN LANE ❑ Other Phone Number of Bedrooms Soil Rating Total depth from original grade 3 1.2 G PD/SF 15 Ft. LEGAL DESCRIPTION Depth to pipe invert from original grade 5.0 Ft Gravel depth beneath pipe 10.0 Ft. Subdivision Block Lot SNOW CREST VIEW 15 Fill added above original grade 0.0 Ft. Gravel length 25 Ft. Township Range Section Gravel width 2.OFt. Beds: Number of Lines N/A Distance between lines N/A Ft. SEPARATION DISTANCES To Septic Absorption Holding Sewer Total absorption area Number of trenches Dist. between trenches From Tank Field Lift Station Tank Line 500 z Ft 1 N/A Ft. Well 200+ 200+ N/A ( N/A 100+ TANK ❑ Septic ❑ S.T.E.P. ❑ Holding ❑ Other Manufacturer ANCHORAGE TANK Capacity 1000GaI. Surface Water 100+ 100+ N/A N/A Material Number of compartments Lot Line 10.0+ 10.0+ N/A N/A STEEL 2 NA Foundation 5.0+ 10.0+ N/A N/A LIFT STATION Manufacturer Capacity Curtain Drain 50+ 50+ N/A N/A Gal. Remarks Pump on level at in. Pump off level at in. High water alarm at in. Pump make and model Electrical Inspections performed by PIPE MATERIAL House to tank 3034 Tank to 3034 drainfield Installer A+ HOME SERVICES Drainfield 3034 CO/MT 3034 Inspector PANNONE ENGINEERING SERVICES BENCH MARK (Assumed elevation) 100.0 ft Inspecttiones: 1si 4/14/15 4/14/15 Location and description 3" 4/20/15 2�d 41h FRONT DOOR THRESHOLD COMMUNITY DEVELOPMENT DEPARTMENT APPROVAL Engineer's Stamp OF A��Sl�! Conditional Approval: Date ��- Steven (�. 0 'n one jd DD (JZJ� E 8149 f i AW }�I�'0. Approved � Date 1 j� Inspection Report_1-1-12.doc DESIGN PARAMETERS 7 PRIMARY SEPTIC SYSTEM NO. BEDROOM: 3 (450 gpd) I _7SEPTIC AREA (E) TANK SIZE: 1000a SEPTIC -PERC RATE: 3 MPI JOAN CT SOIL RATING: 1.2 CPD/SF AREA ROD: 375 SF- -SYS. TYPE: DEEP TRENCH- 10.0'ED ! ---- --- -- - --` s, L- �`��_ N MIN LENGTH: 19LF WELL (E) LOI ;a USED: -25 LFx2'Wx10.0' E.D., 15,0' TD 3R H30U TOTAL AREA: 500 SF 3 SE E) o TO PRIVATE WELL X x x x L 5 PIPES TO PREVENT 200,1DRIVING OVER ORIVE'ViAv TO CLASS 'A' ELL - C1 k TANK & DRAINFIELD' SEPTIC AREA (E) \Nfth. DRIVEV,AY!I INSTALLED DRAIN FIELD i tSEPTIC AREA (E); L -7 25LF x 2.0'W x 10.0'ED x 15'TD 3BR F —Ai I T DRfVEWA- 17 INSTALLED CO AND MTI AT EACH END FED A B T1 9.5 19.2 INSTALLED 1000a SEPTIC TANK DECOMMISSIONED SEEPAGE PIT(E T2 11.8 20.3 1 W/ DCO AFTER, INSTALLED PER MOA CODE DCO 13.9 21.6 FOUNDATION CLEAN OUT DECOMMISSIONED SEPTIC TANK(E Ci 17.7 15.0 PER MOA CODE' mi 17.0 13,8 C2 29.1 19.1 - m2 27.9 17.9 z 0- I:- Z) Z) n < 0 0 0 0 z Z z < z < :)w< QU ui w 5 U U0 - o d I O.G./F.G. In r 1000g SEPTIC TANK PROFILE SCALE: NTS CONNECTED TO CENTER I DRAIN FIELD NE SAND 2014 NOTES: PAMONE ENG SVC, LLC Date RECORD DRAWING P.O. BOX 102954 ANCHORAGE, AK 99510 1/3/2019 PHONE (907) 745-8200 FAX (907) 745-8201 Scale 50' . .. . .. ..... P.I.D. NO SNOW CREST VIEW L15 016-141-17 CJC HOLDINGS LLC. :*Pannoiqe — - - PERMIT NO. DRAWN ACP 111440 LILLIAN LANE CE 8149 OSP141481 ANCHORAGE, AK Sheet 2 OF 2 On -Site Wastewater Disposal System Permit MUNICIPALITY OF ANCHORAGE Development Services Department On -Site Water & Wastewater Program 4700 Elmore Road, PO Box 196650 Anchorage, AK 99519-6650 Telephone: (907) 343-7904 Permit Number: OSP141481 Tax Code Number: 01614117000 Work Type: Septic Upgrade Permit Effective Dates: November 07, 2014 to November 07, 2015 Design Engineer: PANNONE ENGINEERING SERVICE Subdivision: SNOW CREST VIEW Site Legal Address: SNOW CREST VIEW LT 15 G:2630 Owner/Address: BEJARANO EVE PO BOX 113024 ANCHORAGE AK 995113024 Site Mailing Address: 11440 LILLIAN LN, Anchorage Lot Size in Sq Ft: 8910 Total Bedrooms: 3 This permit is for the construction of: Y Disposal Field Y Septic Tank N Holding Tank N Privy N Private Well N Water Storage All construction must be in accordance with: 1. The attached approved design. 2. All requirements specified in Anchorage Municipal code Chapters 15.55 and 15.65 and the State of Alaska Wastewater Disposal Regulations (18AAC72) and Drinking Water Regulations (18AAC80). 3. The wastewater code requires inspections during the installation. The engineer must notify the Development Services Department at least 2 hours prior to each inspection. Provide notification by calling (907) 343-7904 (24 hours). 4. From October 15 to April 15, a subsurface soil absorption system under construction during freezing weather must either: A. Open and Close on the same day. B. Covered, sealed, and heated to prevent freezing. Received Issued By Pannone Engineering Services «C Steven R. Pannone, Principal Registered Professional Engineer E-mail: steve() pane neak.com December 19, 2014 Municipality of Anchorage Development Services Department On -Site Water & Wastewater Program 4700 Elmore Road Anchorage, Alaska 99519 Subject: Snow Crest View S/D Lot 15 Change in Bedrooms Ladies and Gentlemen: 1. Spurkland Engineering: I have been asked to assist Spurkland Engineering with completing some of their outstanding projects. As you know, Mr. Lars Spurkland passed away suddenly. 2. Change in Bedrooms: The permit issued for the above project (OSP 14148 1) was issued for two (2) bedrooms (as stated on the MoA Tax Roles). In reviewing the design, the future requirement for this lot was for a three bedroom system. The design reflects a three bedroom system. I request the permit be revised to a three (3) bedroom system based on the original design approved. 3. The proposed installation will not affect the future development of the surrounding or existing lots. If you have any questions or concerns, please contact me at 272-8218. Sincerely, Steven R. Pannone, P.E. Owner/Civil Engineer Attachments: Mailing: P.O. Box 100217, Anchorage, AK 99510-0217 Physical: 332 1/2 East Manor Ave, Anchorage, AK 99501 Telephone: (907) 272-8218 FAX: (907) 272-8211 MUNICIPALITY OF iS;J E Community Development Department ~ ~'\ j' '~ "~ ~t\~' Phone: 907-343-7904 Development Services Division ~ Fax: 907-343-7997 On-Site Water & Wastewater Program . ~: · ON-SITE SEWER/WELL PERMIT APPLICATION Parcel I.D. 016-141-17 Property owner(s) JOSH STETSON Mailing address 11440 Day phone Site address LILLIAN LANE ANCHORAGE AK 99515 Legal description (Sub'd., Block & Lot) SNOW CREST VIEW LOT 15 Legal description (Township, Range & Section) Lot Size .Sq. Ft. Number of Bedrooms 2 APPLICATION IS FOR: APPLICATION IS AN: TYPE OF DWELLING: ([~ all that apply) Absorption Field [] Initial [] Single Family (SF) [] (w/we ADU) Septic Tank [] Upgrade [] Duplex (D) [] Holding Tank [] Renewal [] Multiple Dwellings [] Privy [] (SF and/or D) Private Well [] Water Storage [] THIS APPLICATION INCLUDES A VARIANCE /WAIVER REQUEST FOR: Distance: I certify that the above information is correct. I further certify that this is in accordance with (~iii~ipPeaiio(: dwilr or authorized agent) Permit/Rush Fees: Date of Payment: Receipt Number: Permit No. Waiver Fees: Date of Payment: Receipt Number: Waiver No. Permit App_9-1-12.doc Spur land Engineering Environmental Consulting and Design SEPTIC SYSTEM DESIGN SNOW CREST VIEW LOT 15 Municipality of Anchorage Development Services Department On Site Water and Wastewater Program 4700 Elmore Road Anchorage, Alaska 99519 Subject: Septic System Installation Permit 11440 Lillian Lane October 27, 2014 Ladies and Gentlemen: I am writing to request a septic system installation permit for the above referenced property. The existing septic system did not meet COSA operational requirements. The proposed system will serve a 2-bedroom single-family residence. Soil logs, design calculations, a site plan, design drawings and construction specifications are enclosed for your review. Design Cales: Groundwater not observed up fo a depth of 21 feet below ground surface (9/24/14, 10/27/14). Soil Rating. From Test hole 9/12/14 3 min/in = 1.2 gal per sq.ft./day No. of Bedrooms 3 Required Area per Bedroom:. 150/1.2 = 125 sq.fi. Total area required: E25 x 3 = 375 sq.ft. System: We are proposing a 1000 gallon septic tank followed by a deep trench absorption field. The absorption field will be 25 feet long and 2 feet wide and contain 10 feet (500 sq.ff, effective) of sewer rock. Soils: Test holes were excavated on September 12th,2014 by Pannone Engineering Services. See the attached soil logs. Ground water monitoring will continue through construction of the septic system. Groundwater was not observed on October 27, 2014. Surface Water: There are no surface waters within one hundred feet of the proposed septic system upgrade. 203 West 15t~ Avenue Suite 203, Anchorage, AK 99501, Phone: (907) 279-3916 Fax: (866) 354-1597, Lspurkland~gci. net Spurk[artd Engineering Environmental Consulting and Design I I system upgrade. Topography: The ground level is generally flat through the entire neighborhood. Waivers: None The installation of this septic system will not prevent wells and septic systems from being installed on the adjacent lots. The proposed septic system will not change the general slope of the area. Ponding and/or concentration of surface runoff will not result from this installation. If you have any questions or concerns, please contact me at 279-3916. Sincerely, Civil Engineer 203 West 15m Avenue Suite 203, Anchorage, AK 99501, Phone: (907) 279-3916 Fax: (866) 354-1597, Lspurldand~gci.net I I $/3 N NOI'E: THIS I$ NOT ,4 SURVEYED PblC pIEII ~ SEPTIC LOCATIONS TAI(~N F'RO~ ON-SITE VIAI~R AND I~AST£ PI,4TER BEP/~RTIII£NT BOCIIMENrAi'ION. ALL LOCATIONS SIIOB~I AR~ $0 100 1SO £00 PSO SOO S£A££' 1' = I00 ?~ SPURKI. AND ENGINEERING £05 W l§rH, AVENUE ANCH AK. 99501 (907) ,979-S916 SNOpI CREST FIEw LoT 15 EVE BEJARNO 11440 LILLIAN LANE ANCHO£AGE AK SEPTIC SYSIE~ DESIGN ,DARE: OCT 24, ,9014 SHEEr, 1/3 GRID; SWP630 PERMII # OSPIlIOXX PI'D # 016-141-17 SNDWCRESIVIEWLIS, SCIOO~'DWG II 17 16 SepticS- ~Are~ Uio CLASS A200' WELL RAft/US, ROW AROUND, AND EAST LOT ~ SURVEYEO BY REGISTERED LAI~O SURVEYOR ~Sep~cicD- / INSTALL 3-BEOROOt, I SEPTIC SYSTEM INSTALL 1000 GALLON SEPTIC TANK TRENCH LEttG1X 25 FEET TRENCH WIDTH 2 F~Er ~AX EXCAVATION O~PTH 15 FEET ROCK fl£PTN I0 FEET OOVER 5 FEET DRIVE WAY INSTALL £OUNOATION I D(ISTING ~EPTIC SYSTE¥ CLE4N I ~ ~ ~ RE~glREMEN~ NOTE: SLORES EXCE~WI~ 25X P/~ NOT OBSERVED Y/ffHIX 50 FEEl' ROYIN GI~IWENT OF WE PROPOSED AESORPTION REID LOCATIOR. /VOTE; IHIS IS NOT A SURVEYED PC4T. WELL ~ SEP11C LOCATIONS TAA"T# FROt, I ON-SffE P/ATER AND NfASTE WATER fl£PARI~ENI' DO~U~NTAI'ION. ALL LOCATIONS SXOWN ARE APPROXIMATE, ;35 0 ,?.5 50 75 10~ 1,2~ $CALE~ 1' = 50 FT, SPURKI. ANfl ENGINEERING ,903 IF 15TH AVENUE ANCH, AK. 99501 (9~7) 279-3916 SNOWY £RE Y VIE Y LOT 15 JllSH STETSON 11440 LILLI~ LA~ ~H~46E AK ~515 SEPTIC SYSTEM DESIGN BATE~ OCT ,97 pOI4 StlEET: 2/3 GRII~ $W2636 PERMIT # £$P141XXX Plfl # 016-141-17 SNDVCRESTVIEWLIS, SCSO. DIF5 Deep Trench, 2' Vide 25' Long 15' Max, Depth 18' Sewer Rock 5' Cover NO SCALE INSULATE LINE UNDER fiRIVE~IAY SFR french Elevalion (TyP) Monitor, ~ ~' ~. [J ~ 10~0 FMI_LON ~PrlC r.~vg 10 Pt oP Septic Rock SPURKLAND ENGINEERING 883 v 15TH, AVENUE ANCH, AK, 99581 (987) 879-$916 SNOW' CR~,.qT VIEW' I, OT Iff SEPflC SYSTEM DESIGN JOSH STETSON D,~TE, OCT 87,2814 11440 LILLIAN LANE ANCHORAGE AK 99515 SHEET, 3/3 GRIfl, SV£63fl PERMIT # OSP 141XXX PID #858-£23-89 SNOVCRESTVIEVL15~3~VG SOILS LOG - PERCOLATION TEST TEST HOLE 1 SW V~RYFINESAND ~ ~ ~ WAS GROUND WATER SLOPE 14 ENCOUNTERED? N ~5 ~ IF YES, AT WHAT TH DEPTH? -DRY X ~ DEPTH TO WATER AFTER MONITORING? -DRY 1 ~ DATE: 9/~4/14 6OH PEROLATION ~TE ~ ~mintinch~ PERC HOLE DIAMETER 6 inches TEST RUN BE~EEN 7 FTAND 8 FT Test mn for at least one hour. Last 3 readings reported PERFORMED BY: Steven R. Pannone, P.E. I CE~IFY THAT THIS TEST WAS PERFORMED IN ACCORD~CE WITH ALL STATE AND MUNICIPAL GUIDLINES IN EFFECT ON THE DATE OF THIS TEST. FOR CONSTRUCTION P.O. 80X 102954 AK 99510 PHONE (907) 272-8218 F*X (907) 272-8211 ~..' ~:J~l Sco,e ~OW C~EST VIEW, LOT 15 ~ 016-~41-17 JOSH STETSON 11440 LILL[AN LANE *~z~'.. ..';~&~ >saxxxxxx SOILS LOG ANCHORAGE, AK 99515 'li~<¢~;;&,~q~ Sheet WATER READING DATE CLOCK NET TIME LEVEL NET DROP TIME READING I 9/12/14 10:20 ___ 4-0 __ 2 10:30 10 MIN 8-3/8 4-3/8 3 10:30 ___ 4-0 ___ 4 10:40 10 MIN 7-1/2 3-3/4 5 10:40 -- 6 10:50 10 MIN 7-3/8 3-3/8 MUNICIPALITY OF ANCHORAGE Development Services Department `� . Phone: 907-343-7904 On -Site Water & Wastewater Section Fax: 907-343-7997 Certificate of On -Site Systems Approval Parcel I.D. 016-141-17-000 Expiration Date: Legal description SNOW CRESTVIEW LT 15 Site address 11440 LILLIAN LN Anchorage AK 99515 Current property owner(s) CJC HOLDINGS LLC 10/9/2025 X The On-site system(s) is/are approved for 3 bedrooms Conditional approval for bedrooms, with the following stipulations: Comments or advisories: Original Certificate Date: 11/19/2024 This Certificate of On -Site Systems Approval (COSA) is intended to demonstrate the subject system(s) is/are in substantial compliance with municipal code. The Municipality of Anchorage, Development Services Department (DSD) issues COSAs based upon representations provided by an independent professional engineer. The Municipality of Anchorage is not responsible for errors or omissions in the professional engineer's work. ATTACHMENTS: COSA Checklist X Well Flow Advisory Absorption Field Advisory Nitrate Advisory Tank Age Advisory Arsenic Advisory Other COSA ApprovaIjune 2022 MUNICIPALITY OF ANCHORAGE Development Services Department Phone: 907-343-7904 On -Site Water & Wastewater Section Fax: 907-343-7997 Certificate of On -Site Systems Approval Application 1. GENERAL INFORMATION Parcel I.D. 016-141-17 Complete legal description SNOW CRESTVIEW LOT 15 Location (site address) 11440 LILLIAN LANE, ANCHORAGE, ALASKA 99515 Current property owner(s) CJC HOLDINGS LLC Day phone 2. ON-SITE SYSTEMS SIZED FOR 3 BEDROOMS 3. TYPE OF WATER SUPPLY: ❑ Private Well ❑ Private Well serving 2 dwelling units ❑ Private Well serving 3+ dwelling units ® Community Well or Public ❑ Water Storage 4. TYPE OF WASTEWATER DISPOSAL: ® Private Septic ❑ Private Septic serving 2 dwelling units ❑ Holding Tank ❑ Community Septic or Public Sewer 5. SEPTIC TANK: ® Steel ❑ Plastic ❑ Concrete ❑ Fiberglass Age 9 - See advisory if steel older than 20 years 6. ABSORPTION FIELD: ❑ AWWTS ❑ Bed ® Deep Trench ❑ Wide Trench ❑ Seepage Pit Waiver request for: Distance: Expedited review requested: ❑ By applying for this entitlement, this property is subject to inspection by municipal On-site staff to verify the accuracy of the information provided. COSA Fee $ Date of Payment COSA #`�' G 2N 2S Waiver Fee $ Date of Payment Waiver # COSA Application.doc COSA Checklist.docx COSA Checklist Legal Description: SNOW CRESTVIEW LOT 15 Parcel ID: 016-141-17 If more than 1 well and/or septic system on lot, provide separate checklist. Structure served by this system ____ A. WELL DATA - PUBLIC &/OR CLASS “A” WATER Well log is filed with Onsite (or attached) Date drilled Total depth ft Cased to ft Sanitary seal is functioning correctly Wires are properly protected Casing height (above ground) in. Date of flow test for COSA Static water level at beginning of test ft. Well production at time of test gpm Water storage tank volume NA gallons Well disinfected for coliform test? Yes No Coliform bacteria is Negative Nitrate mg/L Nitrate less than MRL (ND) Arsenic ug/L Arsenic less than MRL (ND) Collected by Date Comments __________________________________________________________________________________ B. TANK DATA Measured operating fluid level in septic tank 49” Date of pumping 10/9/24 Required maintenance completed, if AWWTS Comments: C. LIFT STATION Required maintenance completed Age of lift station years Lift station material Comments: D. ABSORPTION FIELD DATA Which system tested (date installed) 4/20/15 ALL standpipes present per record drawing Total measured depth from grade 14.2 ft (max) Measured depth to pipe invert from grade 4.5 ft (min) N/A – pressurized field. Per record drawings, field is insulated. Monitor tubes (MT) go to bottom of effective (ED). If not, state depth into effective 9.7 ft Presoaked required if (Required if house vacant or field not used for more than 30 days prior to date of test) Gallons introduced gallons date Any rejuvenation treatment (past 12 months) N If yes, enter date Adequacy test date 10/9/24 Results Pass Fluid depth prior to test 61 in (Includes 4” ED) * Water added 500 gal New fluid depth 91 in Elapsed time 1440 min Final fluid depth 61 in (Includes 4” ED as noted below) * Absorption rate 450 gpd FIELD STATUS – POST RECOVERY Effective depth (per record drawings) 120 in (MOA 10’ ED) Effective depth used 61 in (Not measurable ED + Final Fluid Depth) Effective depth remaining 59 in Comments/Deficiencies: Approximate total measured depths from existing grade. * ED per elevation measured shots & appears approximately 0.3’ or 4” ED is not measurable. Could not locate the 2 missing field pipes near lane. COSA Checklist.docx E. SEPARATION DISTANCES From Private Well on Lot to: (Please enter distances if less than required or if community well on lot) - NA Septic Tank/Lift Station on Lot > 100’ Yes if No ft Neighboring Tank > 100’ Yes if No ft Absorption Field on Lot > 100’ Yes if No ft Neighboring Absorption Fields > 100’ Yes if No ft Community Sewer Main > 75’ Yes if No ft Community Sewer Manhole/Cleanout > 100’ Yes if No ft Private Sewer/Septic Line > 25’ Yes if No ft Holding Tank > 100’ Yes if No ft Animal Containment > 50’ Yes if No ft Manure/Animal Excreta Storage > 100’ Yes if No ft N/A – Served by Community Well (not on lot) or Public Water From Septic/Holding Tank and Absorption Field(s) on Lot to: (Please enter distances if less than required) Building Foundations > 10’ Yes if No * ft Tank to Property Line > 5’ Yes if No ft Field to Property Line > 10’ Yes if No ft Water Main > 10’ Yes if No ft Water Service Line > 10’ Yes if No ft Surface Water > 100’ Yes if No ft Wells on Adjacent Lots: Private Wells > 100’ Yes if No ft Community Wells > 200’ Yes if No ft If tank or field is under driveway comment below F. ENGINEER’S COMMENTS Tank to foundation of 5’+ met code at time of install & per IR. G. CERTIFICATION & STATEMENT OF INSPECTION BY ENGINEER As certified by my seal affixed hereto and as of the validation date shown below, I verify that my investigation, based on procedures outlined in the Certificate of On-Site Systems Approval Guidelines, indicates that the on-site water supply and/or wastewater disposal system appears to comply with applicable Municipal and State codes, ordinances, and regulations in effect at the time of installation, unless noted otherwise. Name of Firm FIRST WATER CONSULTING Phone 907-350-9566 Engineer’s Printed Name CURTIS HUFFMAN, PE Date 10/16/2024 Comments: This investigation was completed in compliance with MOA guidelines, regulations, and best industry practices / methods. The assessment of the condition of the well and septic applies only to the conditions as of the day tested. The flow and absorption rates may change due to subsurface conditions that may not be observed from the surface, changes in land use, local soil characteristics, groundwater levels that may fluctuate during the year, quality of construction (workmanship & materials), the water usage of the family being served by the system and maintenance. The operational life of all well and septic systems are subject to these various and dynamic characteristics and are outside the control of the evaluator of the well and septic system. Therefore, any or NO estimate of how long a system will function satisfactory for current or future occupants or guarantee that no unseen encroachments, deficiencies or discrepancies exist can be given by First Water Consulting & 10/16/24 Crimr 8514G zD=C r t-+, O F- m-{�m p -1 Cl)I r Om=z C7 N CD -�z0-+ D .� o m0Zcn r D CDN00009'1 o "W 66.002-4z o m0 _a:0x cn0 Z rn - m::�=p0 II cn O z m N i M o 10'UtilityEasement mmmmno -� 16.2 o / 5.3 _ Off= / ' 4.6 0 Z � � 0 8.0 o N :1"k_ .�, deck 12.5 C,� r z n 5.5 o O 1 D =3 a CD U) rn@�c_� O = C Q. 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