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Home My WebLink AboutMCGILL LOT 3 SUBDIVISION LT 5Onsite File McGill Lot 3 S/D Lot 5 #011-021-10 Municipality of AB:l 6orage AGcA On -Site Water -and Wastewater Program x •- (907) 3437904 - S1FB7v CE•RTSCATE b.F.ON.-SITE SYSTEMS APPROVAL Parcel I.D. 0.1 1-021-10 Expiration Date:b o 1. GENERAL INFORMATION Complet6Je`ga[ description McGill Lot sub lot 5 Location (site address)' 6605'Mc Gill Alia Anchors e AK Current Property owner(s) -Cody Kreite! Day phone Mailing address 6605 Mc Gill Way, Anchorage, AK Real Estate Agent Day phone 2. TYPE OF b LLING: Single Famil-y-(w/wo ADU) []X Duplex.,., • ❑ Multiple Dwellings (Single Family and/or Duplex) 3. NUMBER OF BEDROOMS: 4, TYPE OF WATER SUPPLY: TYPE OF WASTEWATER DISPpSAL: Individual Well ® � Individual ❑ - Individual Water Storage � ❑ Holding Tank ❑ Community Class ❑ Community ❑ _Well Public Water System ❑ Public Sewer � WaiverNarlance request for: Well on lot to —Community Sewer Main Distance: 35' Received by: Date: CO$A to be.reteased to the engineer, unless otherwise.requested by the engineer. - COSA Fee $ I CDV l p Date of Payment 11.2 o� 6j/) Receipt Number 3 6 516 COSA # r)c .fn Waiver Fee $ 0.00 rum Date of Payment .— Receipt Number r Waiver # 0 S\Ja 01 Q `j $ 5. STATEMENT OF INSPECTION BY ENGINEER As: certifled by my seal affixed hereto and as of the validation date shown below, I verity 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 ARCTERRA C0NSULTI1\TG INC. Phone 696-6111 Address _20441 PTARMIGAN EL'VD., EAGLE RIVER AIC 99577 Engineer's Printed Name KENNETH M. DUFIJS Date 46cv,.C�> Engineei's Comments.: chis investigation was completed in compliance with ADEG and MOA regulations. 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 inland use, local soil characteristics; groundwater levels that may fluctuate during the year and the water usage of the family being served by the system. The operational life of all well and- septic systems are subject to these various and dynamic characterisl€cs and are outside the control of the evaluator of the well and septic system. Therefore, ArcTerra can not give any estimate of how long a system will function satisfactory for current or future occupants or can ArcTerra guarantee that no unseen A&- 0 AL y, encroachments, deficlencies or discrepancies exist. A O Tib' 6. IVSD SIGNATURE Axyl� System #1 Approved for -G bedrooms. System #2 Approved for bedrooms. Disapproved. Conditional approval for bedrooms, with the following stipulations: v • J11))}}1111111 BY: ,, Original Certificate Date: ioa D,� The Municipality of Anchorage Development Services Division (DSD) issues Certificates of Onsite 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 n6l responsible for errors or omissions in the professional engineer's work. 7. ATTACHMENTS: COSA Checklist X Septic System Advisory Well Flow Advisory. 00SAblus slieet 10.10-12400 Nitrate Advisory, Arsenic Advisory X Other Legal Description: COSA Checklist McGill Lot 3 sub lot 5 Parcel ID: 011-021-10 If more than 1 septic system on lot: COSA Checklist # of _ Structure served by this system A. WELL DATA ❑ Well log is filed with Onsite (or attached) Date drilled UNK Total depth UNK ft Cased to UNK ft ❑■ Sanitary seal is functioning correctly ® Wires are properly protected Casing height (above ground) 15 in. Date of flow test for COSA 10/30/20 Static water level at beginning of test 61 ft. Comments K DATA Age of tank(s) _ Tank type/material Septic/Steel Measured operating fluid level in septic tank ❑ Standpipes/foundation cleanout per record drawing Date of pumping **ABSORPTION FIELD DATA Which %s tested (date installed) _ ❑ ALL standpipes nt per record drawing Total measured depth from g ft (max) Measured depth to pipe invert from gra ft (min) ❑ N/A — pressurized field ❑ Monitor tubes go to bottom of effective. If not, state depth into effective ❑ Code -required soil cover over field ❑ System presoaked (Required if vacant for greater than 30 days prior to date of test) Gallons introduced gallons Cnmmcnfc/rlcfrricnricN COSA Checklist yellow sheet Well production at time of test 5.5 qpm Water storage tank volume gallons Well disinfected for coliform test? ❑ Yes ® No ® Coliform bacteria is Negative Nitrate mg/L ® Nitrate less than MRL (ND) Arsenic 28.7 ug/L ❑ Arsenic less than MRL (ND) Collected by Arcterra Consulting Date of Sample 10/30/20 C. LIFT STATION ❑ Required maintenance completed Age of lift station _ years CWA&j=ion material Comments: Adequacy test date Results ❑ Pass For _ bedrooms Fluid depth prior to test _ in Water added gal New depth _ in lapsed time _ min Final epth _ in Absorption rate gpd Any rejuvenation treatmen t 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' Community Sewer Manhole/Cleanout > 100' ❑ Yes If No NA ft rO Yes if No ft Neighboring Tank > 100' 0 Yes if No _ ft Private Sewer/Septic Line > 25' Yes if No _ ft Absorption Field on Lot > 100' ❑ Yes if No NA ft Holding Tank > 100' ® Yes if No ft Neighboring Absorption Fields > 100' Animal Containment > 50' 0 Yes if No ft ® Yes if No _ ft Manure/Animal Excreta Storage > 100' Community Sewer Main > 75' ❑ Yes if No 36* ft 0 Yes if No _ It e tic/Holding Tank on Lot to: (Please-enterdistances-if-less than required) Building Foundatio Yes if No _ ft Surface Water> 100' ❑ Yes if No _ ft Property Line > 5' ❑ Yes ft Wells on Adjacent Lots: Absorption Field > 5' ❑ Yes if No ft ate Wells > 100' ❑ Yes if No _ ft Water Main > 10' ❑ Yes if No _ ft Community e _ ❑ Yes if No ft Water Service Line > 10' ❑ Yes if No _ ft If septic tank is under driveway comm bsorption Field on Lot to: (Please enter distances if less than required) Building Foundatio _ ❑ Yes if No ft If absorption field is under driveway comment below Property Line > 10' ❑ Yes ft Wells on Adjacent Lots: Water Main > 10' ❑ Yes if No ft bate Wells > 100' ❑Yes if No _ ft Water Service Line > 10' ❑Yes if No It Community _ ❑Yes if No _ ft Surface Water > 100' ❑ Yes if No _ ft F. ENGINEER'S COMMENTS x: Per AWWU records. G. ENGINEER'S CERTIFICATION I 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 MUNICIPALITY OF ANCHORAGE DEVELOPMENT SERVICES DEPARTMENT 907‐343‐7904 On‐Site Water and Wastewater Section Fax: 343‐7997 www.muni.org/onsite Mailing Address: P. O. Box 196650 * Anchorage, Alaska 99519‐6650 * www.muni.org Arsenic Advisory Certificate of On‐Site Systems Approval # OSC201616 Subdivision: McGill, Lot 3 S/D, Lot: 5 A water sample revealed an arsenic concentration of 28.7 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. THE INFORMATION HEREON IS FOR THE USE OF LENDING INSTITUTIONS SPECIFICALLY TO SHOW ANY CONFLICTS BETWEEN EXISTING STRUCTURES AND PLATTED LOT LINES OR EASEMENTS AND IS NOT TO BE USED FOR POSITIONING ADDITIONAL STRUCTURES OR FENCELINES. EASEMENTS OF RECORD, OTHER THAN THOSE SHOWN ON THE RECORDED PLAT, ARE NOT SHOWN HEREON. NOTE: ANY FENCELINES SHOWN ARE LOCATED APPROXIMATELY AND ARE NOT TO BE USED TO DETERMINE PROPERTY LINES OR LOCATE STRUCTURES. SCALE:1" = 20' n'VE PERFORMED A MORTGAGEE'SINSPECTION OF THE FOLLOWING DESCRIBED PROPERTY. LOT 5 OF THE SUBDIVISION OF LOT 3, McGILL SUB. I PLAT NO. 115A) ANCHORAGE RECORDING DISTRICT, ALASKA AND THAT THE IMPROVEMENTS SITUATED THEREON ARE WITHIN THE PROPERTY LINES AND NO VISIBLE ENCROACHMENTS EXIST OTHER THAN NOTED. DATED AT ANCHORAGE, ALASKA THIS _18TH_ DAY OF AUGUST 1998_. HOLT LAND SURVEYING 7274 TFI RdF-FR1� FR 7R -1R o o tl Mun ty of Anchorage Ucparrment P.O. Box 196650 ® 4700 Elmore Road Anchorage, Alaska 99519-6650 e (907) 343-7904 e Fax (907) 343-7997 http://www.muni.org/Onsite Development Services Department On -Site Water and Wastewater Section x x VARIANCE/WAIVER REVIEW x x Waiver#: OSV201078 COSA#:OSC201616 Permit#: PID#: 011-021-10 Legal Description: McGill Lot 3 S/D Lot 5 Engineer: ArcTerra Applicant: Cody Kreitel Your request for a waiver of the required 75 feet horizontal separation from the public sewer trunk to the private well has been approved. The approved separation distance is 35.0 feet. See engineer's waiver request for justifications. This waiver approval applies to the existing private well and public sewer trunk only. Any future upgrade to the on-site wastewater disposal system will require all separation distances be met or another approval from this department. X r r r r r r r r r r r r r r r r r r r r r r r r r r r r r r r r r r r r r r r r r r r r r r r r r r r r r r r r r r r r r r r r r r r r r r r r r r r r r Waiver is Granted: X Waiver is not Granted: Date: I I I a bogo Approved by: U�Ja Name of Reviewer ■ r r r r r r r r r r r r r r r r r 0 ■-r ■ r r r r r r r r r r r r r r r r r r r r r r r r r r r r r r r r r r r r r r r r r r r r r r r r r r r r r r r t **** VARIAN C E/WAIVER REVIEW **** October 10, 2020 ARCT EnRA CONSULTING, INC 20441 Ptarmigan Bld, Eagle River, AK 99577 Office (907) 696-6111, Fax (907) 868-3793 Municipality of Anchorage Development Services Department On -Site Water & Wastewater Program P.O. Box 196650 Anchorage, AK 99519-6650 Subject: McGill Lot 3 Sub. Lot 5- 6605 McGill Way Sewer line to Well Waiver Request The owner has requested we proceed forward to obtain a COSA for this duplex property that is currently under a sale contract. Records show the building was constructed in approximately 1970 as a duplex with a private well serving the building. No well log or other records could be located by the owner or ADEC. The sewer line was installed in McGill Way by AWWU in late 1978 but there is no record of AWWU requesting or getting a waiver for the separation distance to the existing well. The asbuilt records show the existing well is approximately 35' from the sewer line and over 100 feet from both sewer manholes within the street. The water samples form January 2011, and from October 30, 2020 both show Non -Detect for nitrate levels, negative for E.Coli, total coliform, and arsenic levels of 29.2 ug/L and 28.7 ug/L respectively. We are requesting a waiver be granted for 35' for well to public sewer line. Respectfully submitted, ArcTerra Consultin,2, Inc. Kenneth M. Diffu`"s! P.E. Attachments: AWWU service records and asbuilt drawing Holt as -built dated 8 / 18 / 1998 SGS Lab reports }! / z 20 06 0Z' hz\\ 2020 \\j 06060 \ LD }} \ j ; )) E / () ( (. / \j \ \ z/ z§) ) �§ 2001) % `4 k) ( (§ as oii ozi7o %�(ao5 ry SUBDIVISION -.0 �•�/ - STREET L � I 0 w z � I U W Z ' ' INDICATE � w NORTH � Q u3 7/910 $a-al3a-too IBLYCK: '� ILOT: ALLEY I I 3 I � SEWER SERVICE LINE SKETCH SIZE MAIN: TYPE MA CONNECT LOCATION: � 2 SHOW LOCATION OF CONTROL MANHOLES/CLEANOUTS CONNECT DEPTH ATMAIN CONNECT DEPTH AT -F�3 f _ .. .. - ._. .. ,w . M. ...... 7 O N Ct x a. S V3ffeed x•e.�[C,S- eF NWS, n �, l 13i Op %3� SVC•L/NE Sk, 00 � b � n� pID .i xl�3 b w l[d1N3 I 1• • . � 0 b y h o � 14 �� f • r * s ? „u � ,_-0. _�_�, Sou7N�PR oP• L1NC \ G ® � � toq w R z/ k' LLI () /§R �M �7 W. UJ } \ uz o= § mz .m2 : ( \ &2v ,� \ d/ \ ° § } �) § \ G w /§R W. 8em6 \ G SERVICE CONNECTION RECORD Lot $ Date_ 71a 7g Block Inspector � //p Subdivision or Addition Property Owner Contr._�?�L Water Size Permit Yes No N Sewer__ Size 4 • Permit Yes No_�_ p LOCATION SKETCH 04'0 , SGS Ref.9 11I0219001 Client Name Garners Engineering Group, 1.1d Pnkiert Name/# 6685 McGill Wav Client Sample 11) (,,605 McGill Way Matrix Drinking Water Smovie Rermvks, Printed flaterFime 01118i2011 14:49 Collected Date/Time 011201'2011 10:10 Received Daterl-ime 0112f92011 10:35 Technical Director StePhefi C. Ede A110,w1c Prep Anal,c,s Parameter Results 104 lhuls Wthcd Comm= 11) Limas,Date Date Wit Metals by ICP/MS Arsenic 29.2 5,00 ug1l, E1120o 8 C ("10) 0 U25: 1 11 (11/27;11 NRB Waters Department I oud NftratvNinile-N ND 0166 M&I, SM20 416ONW-F B (<101 Microbiology Laboratory 13, Coo N""Ifive Total Coliform NeAauc 100mL SM20 922,,13 A 16t)oL S,%C0 922313 A 01/21/11 AYC 011-20111 SIR 01-201-11 SDP