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HomeMy WebLinkAboutSPENARD ACRES BLK B LT 8 S2Onsite File S ,41 Mt � �✓pLr�-5x ? X ys �- s� � N' Parcel I. D.010-115-35 Municipality of Ancho On -Site Water and Wastewater Pro( (907) 343=7904 y6189107 — E s NOV d 2019 Certificate of On -Site Systems App 1. GENERAL INFORMATION: Complete legal description Spenard Acres; Block B, Lot 8 S2 Location (site address) 3808 Cope Street *Anchorage, AK 99503 Expiration Date: V E T Y 6=8 :b:§ .S- 3 Current Property owner(s) Linda Langner Day phone 907-947-1599 Mailing address Real Estate Agent Stephanie Gamble Day phone 907-885-0985 2. TYPE OF DWELLING: ❑ Single Family (w/wo ADU) ❑ Duplex ® Multiple Dwellings (Single Family and/or Duplex) 3. NUMBER OF BEDROOMS: 2 4. TYPE OF WATER SUPPLY: TYPE OF WASTEWATER DISPOSAL: Individual Well ® Individual ❑ Individual Water Storage El Holding Tank El Community Class Well ❑ Community ❑ Public Water System ❑ Public Sewer WaiverNariance request for: Distance: Received by: Date: COSA to be released to the engineer, unless otherwise requested by the engineer. COSA Fee $ 155 Date of Payment I I — 2( —1q Receipt Number 6Gi�I�b 5, COSA# VSCA I51 Waiver Fee $ Date of Payment Receipt Number Waiver # z 0 5. 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 for this application, shows that the on-site water supply and/or wastewater disposal system is (are) safe, functional and adequate for the number of bedrooms and type of structure indicated herein. I further verify that based on the information obtained from the Municipality of Anchorage files and from my investigation and inspection, the on-site water supply and/or wastewater disposal system is(are) in compliance with all applicable Municipal and State codes, ordinances, and regulations in effect at the time of installation. Name of Firm: Garness Engineering Group, Ltd (GEG) Phone: 907-337-6179 Address: 3701 East Tudor Road, Suite 101- Anchorage, Alaska 99507 Engineer's Printed Name: Jeffrey A. Garness Date: it -1 In conducting this evaluation, GEG provided an engineering evaluation of the well and/or septic system in accordance with the guidelines and regulations established by the Municipality of Anchorage and industry practices. The reported results describe the condition of the system/s on the date/s of the evaluation. Separation distances were measured to readily identifiable features. Hidden defects or encroachments may exist that were not identified during the evaluation. The operational life of all wells and septic systems depend upon a variety of variables, including but not limited to, soil conditions, groundwater levels (that may fluctuate during the year), quality of construction (materials and workmanship), and the water usage of the family utilizing the system/s. These conditions can vary, and are outside the control of GEG. Satisfactory test results do not guarantee future performance of the system/s; therefore, GEG makes no warranty (express or implied) regarding the future performance of the well or septic system. GEG makes no representation whether an alternative well or septic system can be installed on the property in the event either of the current systems fail to perform adequately in the future. The content of this report is for the sole benefit of the person/party that retained GEG to perform the evaluation. Reliance upon the information provided in this report by any other person or party (including subsequent property purchasers) is not authorized, nor will it confer any legal right whatsoever. 6. DSD SIGNATURE System #1 Approved for _2— bedrooms System #2 Approved for bedrooms Disapproved Conditional approval for bedrooms, with the following . �...... gsp4 T ":.. !4 F t. . �... r...... ,V CE -79 •' \�ro f es s'o11°oo #AECC884 OF y0 ON-SITE ti9AJa°� Z AN® SYE VATER o - Original Certificate Date: 12---3 —/ 7 The Municipality of Anchorage Development Services Division (DSD) issues Certificates of On -Site Systems Approval (COSA) based only upon the representations given in paragraph 5 by an independent professional civil engineer registered in the State of Alaska. The Municipality of Anchorage is not responsible for errors or omissions in the professional engineer's work. 7. ATTACHMENTS: COSA Checklist Nitrate Advisory Septic System Advisory Arsenic Advisory Well Flow Advisory Other Legal Description: SPENARD ACRES; BLOCK B, LOT 8 S2 Parcel ID: 010-115-35 If more than 1 septic system on lot: COSA Checklist # of Structure served by this system NO WELL LOG I A. WELL DATA ❑ Well log is filed with Onsite (or attached) Well production at time of test 5.2+ gpm Date drilled 1948(?) Water storage tank volume N/A gallons Total depth ft Well disinfected for coliform test? E] Yes ❑ No to ft E Coliform bacteria is Negative ❑ Sanitary seal is functioning correctly Nitrate mg/L ©titrate less than MRL (ND) On Wires are properly protected Arsenic„ t . O ug/L ❑ Arsenic less than MRL (ND) Casing height (above ground) 18+ in. Collected by GARNESS ENGINEERING GROUP Date of flow test for COSA 111!19 Date of Sample 11/1119 Static water level at beginning of test *13 ft. Comments SEE ATTACHED RECEIPT FROM AAROW PUMP AND WELL SERVICES "PER AAROW PUMP AND WELL SERVICES I AWWU SEWER B. TANK DATA Age of tank(s) years Tank type/material Measured operating fluid level in septic ❑ Standpipes/found snout per reco�dram��ing ng D. ABSORPTION FIELD DATA Which system tested (date installed) ❑ ALL standpipes present per record drawing Total measured depth from grade ft (max) Measured depth to pipe invert from grade ft (min) ❑ N/A — pressurized field ❑ Monitor tubes go to bottom of effective. If not, sta depth into effective ❑ Code -required soil cover over fie ❑ System presoaked (Required if vacant reater than 30 days prior to date of test) ntroduced gallons Deficiencies: COSA Checklist yellow sheet C. LIFT STATION ❑ Required Site nce completed of lift station years Lift station material Comments: AWWU SEWER Adequacy test date Results ❑ Pass Fo bedrooms Fluid depth pst i rio en Wate ed gal e depth in Elapsed time min Final fluid depth in Absorption rate gpd Any rejuvenation treatment (past 12 months) If yes, enter date E. SEPARATION DISTANCES From Private Well on Lot to: (Please enter distances if less than required or if community well) Septic Tank/Lift Station on Lot > 100' ❑ Yes NSA Community Sewer Manhole/Cleanout > 100' ** If absorption field is under driveway c e ow r7Yes if No ft M Yes if No ft Neighboring Tank > 100' ❑✓ Yes if No ft Private Sewer/Septic Line > 25' ❑✓ Yes if No ft Absorption Field on Lot > 100' ❑ Yes if No NSA ft Holding Tank > 100' ❑✓ Yes if No ft Neighboring Absorption Fields > 100' Animal Containment > 50' ✓❑ Yes if No ft ❑✓ Yes if No ft ** Manure/Animal Excreta Storage > 100' —❑✓ Community Sewer Main > 75' ❑ Yes if No ft Yes if No ft AWWU SEWER From Septic/Holding Tank on Lot to: (Please enter distances if less than required) Building Foundations > 10' ❑ Yes if No ft Surface Water > 100' ❑ Ye ft Property Line > 5' ❑ Yes if No ft Wells on Ad' s: Absorption Field > 5' ❑ Yes if No Private Wells > 100' ❑ Yes if No ft Water Main > 10' es if No ft Community Wells > 200' ❑ Yes if No ft ervice Line > 10' ❑ Yes if No ft If septic tank is under driveway comment below From Absorption Field on Lot to: (Please enter distances if less than required) I AWWU SEWER Building Foundation > 10' ❑ Yes if No ft If absorption field is under driveway c e ow Property Line > 10' ❑ Yes if No ft Wells on Ad' s: Water Main > 10' ❑ Yes if No Private Wells > 100' ❑ Yes if No ft Water Service Line > 10' es if No ft Community Wells > 200' ❑ Yes if No ft ater > 100' ❑ Yes if No ft F. ENGINEER'S COMMENTS PHYSICALLY MEASURED 103' FROM EDGE OF WELL TO EDGE OF MANHOLE **CODE AT TIME OF INSTALLATION WAS 50' SEE ATTACHED SURVEY WHICH SHOWS WATER AND SEWER LINE CROSSING G. ENGINEER'S CERTIFICATION 1 certify that 1 have determined through field inspections and review of Municipal records that the above systems are in conformance with MOA COSA guidelines in effect on this date. COSA Checklist yellow sheet #AECC884 l I I I I N 1 /2 Lot 8 I 15.0' a' -P. W io N 89'57'00"E 1265.00' WELL I I Lot 3D z 86.3' 52.3'1 STORY cn O A 2 STORY I RESIDENCE ` 32.0' CHAIN-LINK FENCE ? GARAGE j I 20.0' 052.3' /--WATER LINE W O " ` u ; O 5.8'r.4.2' O LIN3' PORCH Loi 91X BALCONY, m -J 19,875 S.F. CO 23.3' 31.8'. ' v Ln O 9.8'x9.8' SHED GRAVEL DRIVE<yAY t S 89'57'00"W 265.00' `CHAIN-LINK FENCE I I I I Lot 4A I Lot 6A I Lot 7 I I I I I � I PLOT PLAN AS BUILT –X SCALE 1" = 50' GRID SW 1729 – Project No._19-653 Al ��rr Associates, � 11500 Daryl Avenue, Anchorage, Alaska 99515-3049 Lang A S S o c i a t e S, inc. (907) 522-6476 Phone (907) 522-4625 Fax o00000��0 Professional Land Surveyors ken*langsurvey.com o OF A I Jonothan®langsurvey.com fid'` 'QSQ� 1 hereby certify that I have surveyed the following described property: OSP OQ S 1/2 OF LOT 8, BLOCK B, SPENARD ACRES SUBDIVISION (PLAT No. P-58) p * : 49TH*" Anchorage Recording District, Alaska, and that the improvements situated thereonare """"""(, ............. within the property lines and do not encroach onto the property adjacent thereto, that / G no improvements on the property lying adjacent thereto encroach on the surveyed �`� •�. G premises and that there are no roadways, transmission lines or other visible y � � '•• KENNETH � �NG ..� •�� easements on said property except as indicated hereon. s� { �2� (lO `t `rl' LS -5 02.. ' J�Q Dated this the N 1 _— Day of NAL ���+ -n �� 4� at Anchorage, Alaska Q� ��10 • • • • • • • I'D It 4�4�a it is the responsibility of the owner to determine the existence of any easements, R�FESSIONAL D�OOooa� covenants, or restrictions which do not appear on the recorded subdivision plat. AECC963 Arsenic Advisory Certificate of On -Site Systems Approval # OSC191571 Subdivision: Spenard Acres, Block B, Lot 8 S2 A water sample revealed an arsenic concentration of 21 micrograms per liter (ug/L). The Environmental Protection Agency (EPA) has established a maximum contaminant level (MCL) of 10.0 ug/L for public drinking water systems. While private wells are not subject to this regulation, EPA standards are based on existing health information and can therefore be used to gauge the relative quality of water from private wells. information on arsenic is available from the On -Site Water and Wastewater Program website (www.muni.org/onsite) or at 343-7904. This advisory must be attached to all copies of the subject Certificate of On -Site Systems Approval.