Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
Home
My WebLink
About
BOREALIS LT 7
Borealis Lot 7 #015-203-07 Municipality of Anchorage Community Development Department Page 1 of 4 On-Site Water & 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: OSP151080 PID Number: 015-203-07 ❑ New ■Upgrade Name: NOLA & RICHARD WERNOFSKY ABSORPTION FIELD ■ Deep Trench El Shallow Trench El Bed ElMound Address. 4851 ALPHA CIRCLE, ANCHORAGE, AK 99516 ❑ Other Phone: No. of Bedrooms: Soil Rating: Total Depth from original grade: (907) 350-2787 4 2 GPD/Sq. Ft. 11 MAX Ft. LEGAL DESCRIPTION Depth to pipe invert from original grade: Gravel depth beneath pipe: SEE DWG. Ft. 6 Ft. Subdivision: Block: Lot: FII added above original grade: Gravel length: BOREALIS — 7 SEE DWG. Ft. 25 Ft. owns Ip: anger Section: _ Gravel width: Beds Number of lines: Distance between lines: 2.5 Ft. Ft. SEPARATION DISTANCES Total absorption area: 300 Number of trenches: 1 Dist. between trenches: — TO Septic Absorption Lift Holding Public/Private From Tank Field Station Tank Sewer Lines sf1. Ft. Ft. Well *140' *160' *140' — 25'+ TANK ❑ Septic ■ S.T.E.P. ❑Holdin ❑ Other Manufacturer. Capacity: Surface Water 100'+ 100'+ 100'+ — ANCHORAGE TANK 1500 Gal. Lot Line 5'+ **1' 5'+ - N/A Material: Number of compartments: STEEL 2 Foundation 5' 10'+ 5'+ - LIFT STATION/PUMP VAULT Curtain DrainManufacturer. NONE KNOWN Capacity: ANCHORAGE TANK/ANCHORAGE TANK 1500/70 Gal. "Pump on" level at: "Pump off" level at: High water alarm at: Remarks:THIS IS AN ADVANTEX SYSTEM. PER THE CONTRACTOR TIMER/32" TIMER/22" 53"/36" OLD SEPTIC TANK WAS DECOMMISSIONED PER UPC. Pump Make & Model: Electrical Inspections performed by: VARIANCE GRANTED FOR DRAINFIELD PERPENDICULAR TO 30-051-HHF/20-051-HHF MOA SLOPES. *ADEC WAIVERS GRANTED **WR#OSV151019 PIPE MATERIAL House to tank D3034 Tank to SCH 40 PVC drainfield Installer A+ HOME SERVICES Drainfield 1'/4" SCH 40 PVC CO/MT D3034 Inspector GEG, Ltd. BENCH MARK (Assumed elevation) _99.30 Ft. Inspection Location and Description: Dates: 1st 10/7/2015 2nd 10/7/2015 3rd 10/8/2015 4th TOP OF MH1 LID (S.T.E.P. TANK LID) ENGINEER'S 3 Community Development Department Approval 0600 o C Conditional approval: Date: .... D� ......... ....... D QO y G rness:• Q 9; •• E-79j'3e��•�o00 Approved: 4 R Date:o f U404 professlo� o O �OO0000 Inspection Report—1-1-12.doc ADC C. 1j 1f Y -PERMIT NUMBER: PARCEL ID NUMBER: OSP151080 RECORD DRAWING 015-203-07 A 1 B 1 C ST1 48.4 Al 54.3 A2 51.5 MH1 T35.456.6 56.5 MH2 59.1 MT1 95.0 MT2 101.5 10' UTILITY EASEMENT CSEPTIC AREA T ASEPTIC AREA ST EXISTING 4 BEDROOM ROVSE I'1 NEW AX -20 POD / NEW 1500 GALLON/ S.T.E.P. TANK `NEW ORENCO PUMP VAULT WITH I DRAINFIELD \ \ (-SEPTIC AREA ASSUMED PERIMETER OF OLD SEEPAGE PIT. CONTRACTOR SAID HE CONFIRMED FIVE FEET SEPARATION TO NEW TANK AND \ PUMP VAULT 1 1 200 CLASS A' WELL RADIUS ALPHA CIRCLE GARNESS ENGINEERING GROUP, Ltd CIVIL & ENVIRONMENTAL ENGINEERS 3701 E. TUDOR ROAD, SUITE 101 • ANCHORAGE, AK 99507 • PHONE (907) 337-6179 • FAX (907) 336-3246 • WEBSITE: www.gamesungincering.com PREPARED FOR: PHONE NUMBER: PAGE NUMBER: NOLA & RICHARD WERNOFSKY 350-2787 2 OF 4 LEGAL DESCRIPTION: DRAWN BY: BOREALIS L7 I L.K.B./D.J.G. TYPE OF WORK: DATE: �, RECORD DRAWING 11/6/2015 * Oecc fg81-1; PERMIT NUMBER: RECORD DRAWING PARCEL ID NUMBER: OSP 151080 015-203-07 LAST 8' OF NORTH END OF TRENCH HAS 2" OF INSULATION PER CONTRACTOR ORIGINAL GRADE ® FINAL GRADE = 98.41-100.83 TH 1 HIGHEST POINT= 100.41 FILTER FABRIC c, INVERT OF PIPE = 95.41 g�. g1. BOTTOM OF SYSTEM ELEVATION = 89.41 RELATIVE ELEVATION OF BOTTOM OF TESTHOLE = 83.41 T.H.#1 WAS DRY ON 4/1/2015 & 10/7/2015 4,1 "1144 .. .�W4 ,� ••. GARNESS ENGINEERING GROUP, Ltd.::..... '.:'�'; CIVIL & ENVIRONMENTAL ENGINEERS 3701 E. TUDOR ROAD, SURE 101 • ANCHORAGE, AK 99507 • PHONE (907) 337-6179 • FAX (907) 338-3246 . WEBSRE www.gomessenglnsering.com.. ............. ............. PREPARED FOR: PHONE NUMBER: PAGE NUMBER: j�n .ef ey Go Hess:° t ■ NOLA & RICHARD WERNOFKY ( 907) 350-2787 3 OF 4�� J,' : CE-793 .'�_� LEGAL DESCRIPTION: DRAWN BY: ♦ g+J�/I ��: BOREALIS; LOT 7 D.J.G. ♦♦'QFp• •'• •• ( . TYPE OF WORK: DATE: ♦444' OFESS\=t?� RECORD DRAWING 11/6/2015 s# A-6Ce 9 -9 :ft- 4f-,cGe$tf 861367-0 APLUS PAGE 01 Municipality of Anchorage Community Development Department Development Services 'Division P.O. Box 196650 - 4100 Elmore Road Anchorage, Alaska 99519-6650 Info and Help: (907) 343-8211 INSPECTION. Voice; (9n 343-8300 Fax (907) 249-7777 iot,imoi5 Inspection Report Liccnqc/AP,#: ]REMOE151538 Parent AN: inspection #::181270 Typc: DPRETRO Status: Open Address: 4851 ALF14A CIR Pat -cal: 01520307000 Inspector: Mike Green PTIlinct: Resp Party: Descr: Retrofit Permit via I)PInquilation lift controls power - AddT-"i.,Ancborxge, AK, 99516 Iiispcelion Itum Item DescriPlio" 1'SValuwioll Elertriefll Electrh.Ql &USpettion Approved Result Notcs: Septic system electrical iriRtallation approved, Page I of 1, Permit Number: Tax Code Number: On -Site Wastewater Disposal System Permit OSP151080 01520307000 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 10/715 h 6t�q Work Type: Septic Upgrade Permit Effective Dates: September 30, 2015 to September 29, 2016 Design Engineer: GARNESS ENGINEERING GROUP LTD Subdivision: BOREALIS Site Legal Address: BOREALIS LT 7G:2736 Owner/Address: WERNOFSKY NOLA M & RICHARD G 4851 ALPHA CIRCLE ANCHORAGE AK 995162253 Site Mailing Address: 4851 ALPHA CIR, Anchorage Lot Size in Sq Ft: 17432 Total Bedrooms: 4 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. 10/7115 G0-xc-i r;ela fo f0 ,O�e G��i'rl Received y�� Issued By: be- nce5%tnri-Z-ej PI e1_5 clhrAn d holes Date: Date: � /S Municipality of Anchorage �� men` SP: P.O. Box 196650 0 4700 Elmore Road y Anchorage. Alaska 99519-6650 0(907) 343-7904.0 Fax (907) 343-7997 Department http:pwww.munLora/Onslte Development Services Division On -Site Water and Wastewater Proaram ** VARIANCE/WAIVER REVIEW **** Waiver#: OSV151019 COSA#: Permit#:OSP151080 PID#:015-203-07 Legal Description: Borealis Lot 7 Engineer: Garness Enaineerina Group Applicant: Richard Wernofskv The following waivers have been approved: 1 1 foot lot line waiver 2. The proposed drainfield is approved to be perpendicular to the slope. See the profile drawing. 3. The trench may be up to 5 feet from the existing crib This waiver approval applies to the proposed drainfield only. Any fixture upgrade to the on-site wastewater disposal system will require all separation distances be met or another approval from this department. The affected adjacent property owner(s) have been given a 7 day notice regarding this waiver. Notarized letter(s) of nonobjection have been received from the owner(s) of the affected adjacent property. ❑ Adjacent properties are not affected by this waiver. . ................. ........ .....................•.................... ...... Waiver is Granted: X Waiver is not Granted: Date: J� y S Approved by: 'a./r �rr7�.�i1. ✓ Name of Revie er ...........................:....................■........ yi.................... **** VARIANCEMAIVER REVIEW **** MUNICIPALITY OF ANCHORAGE Community Development Department Phone: 907-343-7904 Development Services Fax: 907- 343-7997 On -Site Water & Wastewater Program Mayor Dan Sullivan On -Site Sewer/Well Permit Application For A Single Family Dwelling Parcel I.D. 015-203-07 Property owner(s) RICHARD WERNOFSKY Day phone 350-2787 Mailing address 4851 ALPHA CIRCLE, ANCHORAGE, AK, 99516 Site address 4851 ALPHA CIRCLE, ANCHORAGE, AK, 99516 Legal description (Sub'd, Block & Lot ) BOREALIS S/D; LOT 7 Legal description (Township, Section & Range) Lot Size ❑ APPLICATION IS FOR: (Hall that apply) ❑ Absorption Field Septic Tank Holding Tank ❑ Privy ❑ Private Well ❑ Water Storage ❑ Sq.Ft.' Number of Bedrooms 4 APPLICATION IS AN: Initial ❑ Upgrade Renewal ❑ THIS APPLICATION INCLUDES A VARIANCE/ WAIVER REQUEST FOR: TYPE OF DEWELLING: Single Family (SF) (w/wo ADU) Duplex (D) ❑ Multiple Dwellings ❑ (SF and/or D) DRAINFIELD TO LOT LINE 1+ FEET DRAINFIELD PERPENDICULAR TO SLOPE Distance: I certify that the above information is correct. I further certify that this is in accordance with applicable Municipal codes. GARNESS ENGINEERING GROUP, Ltd. (Signature of property owner or authorized agent) Permit/Rush Fees: 51ol — Date of Payment: q// V11 J� Receipt Number: 6'1-1o24 Permit No. ©S 1a/5 doss Waiver Fees: a is Date of Payment: q11 C/ Receipt Number: ot6tm14 Waiver No. 65V 15SJblq (Rev. 01/11) GARNESS ENGINEERING GROUP, Ltd 3finil+= _ CIVIL & ENVIRONMENTAL ENGINEER= ,T w . _, - W S April 7, 2015 Municipality of Anchorage Development Service Department On -Site Water & Wastewater Program 4700 Elmore Road, Anchorage, Ak 99519-6650 (907) 343-7904 REFERENCE: Proposed Septic Upgrade for Borealis S/D; Lot 7. To whom it may concern, The subject property is served by a private well and a septic system consisting of a 1250 gallon septic tank and a seepage pit type drainfield. The septic system is in a state of failure and needs to be upgraded. We are proposing to install a Category III advanced treatment system consisting of a 1500 gallon S.T.E.P. tank, one AX -20 treatment pod, a secondary Orenco pump vault and a trench type drainfield. Design comments are summarized as follows: SOILS: One testhole was excavated on property. See attached soil log for soils profile, groundwater readings and percolation test data. SURFACE WATERS: There are no surface waters within 100 feet of the proposed septic upgrade. TOPOGRAPHY AND WAIVER: The topography in the area of the proposed upgrade is approximately 0-12% running south to north. We are proposing to install the drainfield perpendicular to the slopes in the area. Attached is a profile drawing showing that shows the feasibility to construct the system this way and keep the drainfield within the soils profiles that was perked and maintain proper soil cover. There are no slopes in excess of 25% within 50 feet of the proposed septic upgrade. LOT LINE WAIVER: Due to site contraints, we are requesting a 1+ foot lot line waiver to the east lot line. The adjacent septic system is over 10 feet from the lot line. A.D.E.C. WAIVER: As can be seen on the site plan, it is impossible to construct a new septic system on this lot without encroaching on the 200 foot radius of the Class A wells serving the neighborhood. A waiver package will be submitted to the A.D.E.C. shortly. This permit will be contingent on receiving this waiver for these distances. When we receive authorization from the A.D.E.C., we will forward it to you. 3701 East Tudor Road, Suite 101 *Anchorage, Alaska 99507-1259 Phone: (907) 337-6179 * Fax: (907) 338-3246 * Website: www.garnessengineering.com Page 2 oft I am unaware of any adverse impacts this installation would have on any surrounding wells or septic systems. V you have any questions, please contact us at 337-6179. .E., M.S. 3701 East Tudor Road, Suite 101 *Anchorage, Alaska 99507-1259 Phone: (907) 337.6179 * Fax: (907) 338-3246 * Website: www. garnessengineering.com Engineer: Legal Description: Permit: - Report Type: Municipality of Anchorage P.O Box 196550 4700 Elmore Road Anchorage, Alaska 99519-6650(907)343-7904 Fax(907)343-7997 htto://v m.muni.oroionsate Planning and Development Services Department On -Site Water and Wastewater Program Ort -Site SewerlllYeil Submittal Comment Sheet GARNESS ENGINEERING GROUP LTD BOREALIS LT 7 OSP151080 Septic On -Site Review Completed By: 4/21/2015 D.Wockenfuss The attached paperwork has been reviewed and is being returned for the following reasons: 1. Approval pending the ADEC waiver approval. FC r) co `� Y''✓ 2. The downhill side of the trench is within 2 unperdd layers of soil. Percolation test must betaken in each soil strata that will be used as absorption area. AMC 15.65.060.8.2 3. The site plan shall have a description of the topography, areas of excessive slope, and extent of slopes and surface drainage patterns within 100 feet of any part of the system or portion of the lot intended for use for on-site1�=,fit wastewater disposal. AMC 15.65.030 D. Please provide this information on the site plan. .� 4. Missing the AVVWTS Maintenance Agreement. AMC 15.65.360.6 — F, f A C a 5. The required separation between fields will not be met with this design. Please address. c% f� r y9 V .�� f H�' th,6s GARNESS ENGINEERING GROUP, Ltd mt= CIVIL & ENVIRONMENTAL ENGINEERS ra,-: - April 30, 2015 Municipality of Anchorage Development Service Department On -Site Water & Wastewater Program 4700 Elmore Road, Anchorage, Ak 99519-6650 (907)343-7904 REFERENCE: Proposed Septic Upgrade for Borealis S/D; Lot 7. Trench to Seepage Pit Waiver. To whom it may concern, The design for the subject property proposes an upgraded trench that may encroach upon the separation distance required by MOA code (2x the effective depth). The exact boundary of the existing system is unknown. We request that you waive the distance from drainfield to drainfield to 5 feet. The following items are justification for this waiver: The replacement trench is being placed as shown to maximize distance to the public water source. This is being considered as more important than maximizing separation to a drainfield that will not be used concurrently with the replacement trench. Both drainfields will be served by an intermittently dosed Category III advanced treatment system. This will significantly minimize the risk associated with one drainfield influencing the other. Based upon the aforementioned facts, we believe there is minimal risk associated in granting this waiver. If you have any questions, please contact us at 337-6179. M.S. 3701 East Tudor Road, Suite 101 *Anchorage, Alaska 99507-1259 Phone: (907) 337-6179 * Fax: (907) 338-3246 * Website: www.garnessengineering.com !11 16 ALL SURROUNDING 1%\8 19 PROPERTIES ARE 1 SERVED BY CLASS 1 "A" WATER SYSTEM--- OMEGA CIRCLE I 1 200, WELL RWUS _ _—_—_ t—_—_ I � I / 11 \ I 1 \ I NO FINAL INSPECTION BOREALIS #1; LOT 14 /�svnc uw� 10 0 VERIFY REPOR , FIELD E C 12 \ 160REALIS #1; LOT 151 1-- BOREALIS #1; LOT 13 Lj----J / — — — — ----- tD' um- PASET I � � _ -I qt> �� — - � K • I r \ cmc sn� PROPOSED SEPTIC / / \ UPGRADE / BOREALIS; LOT 8 9 / BOREALIS; LOT 6 I I \ / I R �° \ I BOREALIS; LOT 5 50'ALPHA ALPHA _CIRCLE _____ I BOREALIS;/LOT 3 / BOREALIS; LOT 4 / / / 2 n / �L — — — — — — —t — — — — — — — GARNESS ENGINEERING GROUP, Ltd CIVIL & ENVIRONMENTAL ENGINEERS ' " u' �e�.,.-.3: 3701 E. NDOR ROAD. SURE 101 • ANCHORAGE, AN 99501 • PHONE (907) 337-6179 • FM (907) 330-3206 • ME n: xwx.qumaa00,glneeN PREPARED FOR: I PHONE NBER: PAGE NUMBER: RICHARD & NOLA WERNOFSKY (907)3UM50-2787 1 OF 3 LEGAL DESCRIPTION: DRAWN BY: BOREALIS; LOT 7 D.J.G./A.J.G. TYPE OF WORK: DATE: �. SITE PLAN FOR SEPTIC UPGRADE 4/6/2015 2 20 Ti�� = 100 IN 1 fl :: C'E1-7 53 °ROFESSI��i•�• NUMBER OF BEDROOMS: 4 GALLONS PER DAY (GPD): 600 PERCOLATION RATE/S: 60 MIN./INCH PROPOSED APPLICATION RATE: •2.0 GPD/FT` MINIMUM DRAINFIELD SQ.FT.: 300 CATEGORY III ADVANCED TREATMENT SYSTEM MAXIMUM DEPTH: 11 FEET WIDTH: 2.5 FEET LENGTH: 25 FEET M.O.A. APPROVED SAND FILTER: N/A FEET EFFECTIVE: 6 FEET REDUCTION FACTOR: N/A ACTUAL SQ.FT.: 300 /— L 10' UTILITY EASEMEY ---7 —_7 \ \ _ CSEPTIC ARE NOTE: CONTRACTOR SHALL HAVE THE FOLLOWING LOCATED BY A REGISTERED PROFESSIONAL LAND SURVEYOR PRIOR TO CONSTRUCTION: EAST LOT LINE, NORTH UTILITY EASEMENT, 200' WELL RADIUS FOR WELL IN OMEGA CIRCLE AND 140' WAIVED WELL RADIUS FOR WELL IN ALPHA CIRCLE. LETTER THAT PERTAINS TO THIS DESIGN. TO OBTAIN A COPY OF THE LETTER CONTACT GEG. BY PROCEEDING FORWARD WITH THIS INSTALLATION, THE ENGINEER, WELL DRILLER, CONTRACTOR AND PROPERTY OWNER AGREE THAT THEY HAVE READ THESE SPECIFICATIONS AND AGREE TO ACCEPT THE TERMS AND 8 [SEPTIC AREA PROPOSED 1500 GALLON STEP TANK, AX -20 POD AND SECONDARY --ORZNCO PUMP VAULT \ p / CC MTI \ I 1 EXISTING FCO THJ�1 C I EXISTING 4 BEDROOM 14011SE \ 200' CLASS 'A' WELL RADIUS ALPHA CIRCLE 1 n o � EXISTING/ DRAINFIEf TO BE CONN CTED AS RESERVE /SITE .25" PVC S \ �PTIC AREA S \ N \ \ PROPOSED DRAINFIELD W/V LOT LINE WAIVER G_ARNESS ENGINEERING GROUP, Ltd 2= CIVIL&ENV IRON MENTAL ENG INEERSm v 3701µE. TUDOR RAN, SUITE 101 • ANOHOWE, M 99507 • PHONE (907) 337-6179 • RX (907) 336-3246 • WEBSRE:..,am ngimennq.com PREPARED FOR: PHONE NUMBER: PAGE NUMBER: RICHARD WERNOFSKY 907-350-2787 2 OF 3 0 LEGAL DESCRIPTION: DRAWN BY: •# U BOREALIS S/D; LOT 7 A.J.G. � 4 TYPE OF WORK: DATE: DESIGN OF PROPOSED SEPTIC UPGRADE 4/7/2015 e...., pROFESS��Ps KATION RATE: *2.0 ELD SO.FT.: 300 ANCED TREATMENT SY I DESIGN: 11 FEET SFILTER: N/A N/A ILITY EASEME.Nj FOR E LAND �IOR TO -- z WELL DHILLEH, tiUQWHAG'I:UH AND PROPERTY—OWNER AGREE THAT THEY HAVVE READ THESE SPECIFICATIONS AND AGREE TO ACCEPT THE TERMS AND CONDITIONS OUTLINED. o (-SEPTIC Lp 1A w \— 0 EXISTING FCO \ PROPOSED 1509' GALLON STEP TANK, AX -20 POD �'� AND_SE-2bNDARY AOR€NCO PUMP VAULT s'' EXISTING 4 BEDROOM F JSE No. a O co L I / o / EXISTING/ DRAINFIEL,O TO BE CONp1ECTED AS R SERVE /SITE 25" PVC ��DRAINFIEL� D W/ LOT LINE WAIVEf GARNESS ENGINEERING GROUP, Ltd �- CIVIL & ENVIRONMENTAL ENGINEERS =-- . _= 3]OtE TIWR ROAD, SUITE 101' ANCHORAGE, A 050]'PHONE (9311 337E1M-' (WO 338324'• BSRE'.wxx. Pemeeeenglneenn0 cm SOIL LOG - PERCOLATION TEST LEGAL DESCRIPTION: BOREALIS SID; LOT 7 PERFORMED FOR: RICHARD WERNOFSKY I'1ATF- 3/252015 DEPTH ORGANICS/ ( feeo VM TOPSOIL 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 TEST HOLE #1 GM (SILTYGRAVEL) DATE DRY 325/2015 DRY 4/12015 SOIL CLASSIFICATIONS 6" GW 1:30 30 ORG 12" SMALL LENSE OF GP GP - ML - SANDY GRAVEL @3' 2:00 GM 512" CL 5 - 2:00. GC 6" OL 6 SW 30 MH °° O° °° SP CH SM OH %; SC GM (SILTY GRAVEL) DEPTH TO GROUNDWATER DATE DRY 325/2015 DRY 4/12015 1:00 6" WWWRI DATE READING CLOCK TIME NET TIME (MINUTES) WATER LEVEL READING NET DROP (INCHES) 3/252015 1 1:00 6" 2 1:30 30 51/2" 12" 3 1:30 - - 6" - 4 2:00 30 512" 1/2" 5 - 2:00. - 6" - 6 2:30 30 51/2" 12" 19 PERCOLATION RATE 60 (MIN./INCH) PERC. HOLE DIA. 6 (INCHES) TEST RUN BETWEEN 5.0 FT. AND 6.0 FT. 20 A FOUR HOUR PRESOAK WAS PERFORMED: E YES ❑ NO SOILS LOGGED BY: ROB CAMPBELL PERCOLATION TEST PERFORMED BY: ROB CAMPBELL COMMENTS: PERCOLATION READINGS ARE WITHIN 1/16 OF INCH. PERFORMED BY GEG, Ltd. I, JEFFREY A. GARNESS, CERTIFY THAT THIS WAS PERFORMED IN ACCORDANCE WITH ALL STATE AND MUNICIPAL GUIDELINES IN EFFECT ON THIS DATE: THE STA"i"E 01ALASKA GOVERNOP BILL NVALKER September 16, 2015 Mr. Jeffery A_ Gamess, P.E Garness Engineering Group, LLC. 3701 East Tudor Road, Suite 101 Anchorage, AK 99507 Department of Environmental Conservation DIVISION OF ENVIRONMENTAL HEALTH Drinking Water Program Re: Borealis Alpha Public Water System (PWS) - Borealis S/D, Lot 7 Source -Proposed Septic Separation Distance Waiver Dear 147x. Jeffery A. Gamess: 555 Cordova street Anchorage, Alaska 99501 Main: 907.269.3076 Fax: 907.269.7650 thomas.brannon6alaska.gov, File: Borealis Alpha PWSID: 2111708 Class: Community Source: Groundwater On April 15, 2015, this office received your submittal requesting a waiver of the State's minimum separation distance requirement between a community drinking water source and potential sources of contamination. This letter approves the requested reduction in the State's minimum separation distance requirement from 200' to 140' between the drinking water well serving the Borealis Alpha Public Water System, located in the cul-de-sac on the west end of Alpha Circle, and a proposed septic system located at Borealis S/D, Lot 7, this encroachment includes an Advantex septic treatment package at 140', an existing (now a reserve) drainfield at 160', and a proposed drainfield at 1701. Waiver Determination As indicated in your submittal, the septic system serving Borealis S/D, Lot 7 consists of a 1250 gallon tank and a seepage pit type drainfield installed on July 16, 1974, its replacement is now proposed. As with the original septic system, the location of proposed septic system fails to meet the State's 200' tniuimurn separation distance requirement between a community water system source and a wastewater disposal system. At its nearest, the septic system and its appurtenances are 140' from the well serving the Borealis Alpha P%VS. This well was believed to be drilled in 1974, however the associated well log couldn't be located. Static water level in the well was measured at 97' below the top of the casing on August 26, 2013. Well logs in close proximity to the subject well show lenses of slit, clay, gravel, and mixes thereof, and range in depth from 117' to 137. In addition to the proposed septic system to serve Borealis S/D, Lot 7, the well serving the Borealis Alpha PWS is also subject to several other separation distance encroachments. The septic system serving Talus West, Block 1, Lot 8 and Talus West, Block 1, Lot 9 received Separation Distance Waivers from this office on September 24, 2013 and July 24, 2014, respectively. Additional encroachments are summarized below: Note: After rmewgg this PWS's file, it is andear if the separation distance encroachments listed in Table 1 have or bave not been granted Separation Distance Waivers from this offue. While the approval of the requested separation distance waiver has included a wren, of'the eumuk Live effeas posed by all of the encmachments, it does not imp# thegranting of Separation Distance Waivers to the enemacbments listed in Table 1. Table 1: Se aration Distance Encroachments Potential Source of Contamination Location Distance feet Septic sstem Talus West, Blk. 1, LT. 6 195 Septic sstem Borealis, LT. 3 180 Septic system Borealis, LT. 4 110 Septic sstem Borealis. T.T. 5 130 Septic system Borealis, 1:f. 6 155 Note: After rmewgg this PWS's file, it is andear if the separation distance encroachments listed in Table 1 have or bave not been granted Separation Distance Waivers from this offue. While the approval of the requested separation distance waiver has included a wren, of'the eumuk Live effeas posed by all of the encmachments, it does not imp# thegranting of Separation Distance Waivers to the enemacbments listed in Table 1. Mr. Jeffrey Garness, P.E. 2 September 16, 2015 The following additional items were taken into consideration as part of this waiver approval: 1. From February 2001 to January 2015, source water sampling results for nitrate -nitrite concentration rose from 0.79 mg/l to 1.89 mg/l. This suggests that the well may be minimally influenced by septic system exfiltration, decomposition of organic matter in soils; and/or erosion of natural deposits, however nitrate -nitrite concentrations remain well below the 10 mg/L Maximum Contaminant Level; 2. From February 2001 to June 2015, source water sampling results for total coliform and e. coli recorded one total coliform positive result (repeat samples were negative) and no e. 4nli positive results; 3. The proposed septic system is located down grade of the wellhead and is separated by the house, landscaping, and driveway grading; 4. The septic system has been in place for over 41 years without significant effects on water quality; 5. The location of the septic system maximizes horizontal separation as grade, configuration, and existing utilities allow; and 6. The well accesses a presumed confined/semi-confined aquifer. Based on an evaluation of the available information and in accordance with the State's Drinking Water Regulations, 18 AAC 80, a Separation Distance Waiver for the proposed septic system located at Borealis S/D, Lot 7 is issued. Limitations Any changes, constructed or natural, that affect the conditions to which this approval was granted will void this approval. This approval does not imply the granting of additional authorizations, nor obligate any federal, state, or local regulatory body to grant required authorizations. This is not an approval of omissions or oversights by this office or noncompliance with any applicable regulation. The Department's approval does not guarantee correctness of the functional design or waiver the owner's responsibility for continued compliance with State regulations. Appeal Process Any person who disagrees with this decision may request by mail, e-mail, or facsimile an informal review in accordance with 18 AAC 15.185 or an adjudicatory hearing in accordance with 18 AAC 15.195-15.340. Informal review requests must be delivered to Division Director Elaine Busse Floyd within 15 days of receipt of this decision. Adjudicatory hearing requests must be delivered to Commissioner Larry Hatdg within 30 days of this decision, otherwise, the right to appeal is waived. Visit y-Tw dee state ak.us/commish/Rod!.w uidance.btm for more information. If you have any questions regarding this plan review please do not hesitate to contact me. Sincerely, T.W. Brannan, E.I.T. Engineering Assistant II Cc w/Encl.: Ms. Nola Wernofsky Alpha Circle Homeowners Association 4851 Alpha Circle Anchorage, AK 99516 15091(>_B=atis Alpha - Borcahs SD, l,ot 7 - Source -Proposed Septic Waiver 211708_WAA,o GRE ER ANCHORAGE AREA B0, UGH Department of Environmental Quality 3330 C Street Anchorage, Alaska 99503 INSPECTION REPORT ON-SITE SEWAGE DISPOSAL SYSTEM NAME -4/d S7??IW- 'onlPOAiG74" MAILING ADDRESS S,Q,+ /90X 22-0,8 PHONE 3OV-01141 LOCATION r!LJOMW 01-eC-LE LEGAL DESCRIPTION 4-07- 7 ,SD,eERM/S -540 SEPTIC TANK: DISTANCE NUMBER OF FROM WELL / ZO MANUFACTURER g2£ER MATE RIALui-llt /90flJr -COMPARTMENTS—1 INSIDE LENGTH INSIDE WIDTH LIQUID DEPTH LIQUID CAPACITY 12-3-0 GALLONS. SEEPAGE PIT: NUMBER OF PITS DIAMETER OR WIDTH_, LENGTH_, DEPTH LINING MATERIALS +e �P�i� CRIB SIZE: DIAMETER DEPTH 9 ' DISTANCE FROM: WELL fs0 / TOTAL EFFECTIVE G BUILDING FOUNDATION �� NEAREST LOT LINE . ABSORPTION AREA (WALL AREA) O 1 1p SQ. FT. ADDITIONAL ABSORPTION WELL: TYPE >E/n! 00"6t/4- CONSTRUCTION V'D214-1-£41 DEPTH DISTANCE FROM: 10 BUILDING NEAREST SEPTICNEAREST SEEPAGSYSTEM FOUNDATION—,LOT LINE SEWER LINE—,TANK J2U CESSPOOL /, OTHER SOURCES APPROVED r DISAPPROVED DISTANCES: INSTALLED BY: PIPE MATERIAL: LOT SLOPE. REMARKS: A10 REMARKS WEL L /n! &44�- -0E- SA e - DIAGRAM OF SYSTEM —A. A ,TE '7-7/l0-75/ APPROVED G.A.A.B. Form No. EQ -031 (v c` 10 Le�;- 50 1 —A. A ,TE '7-7/l0-75/ APPROVED G.A.A.B. Form No. EQ -031 j0.,s-6; GREATER ANCHORAGE AREA BOROUGH �9 T N d 4b DEPARTMENT OF ENVIRONMENTAL QUALITY PERM[ O. 3330 "C" STREET ANCHORAGE, ALASKA 99503 i I TELEPHONE 274-4561 //E—,u,) y� � t� [0 mol ' SEWAGE DISPOSAL SYSTEM — APPLICATION AND PERMIT c, �,e°�4 �B NAME OF APPLICANT /�- MAILING ADDRESS -- PHONE INSTALLATION LOCATION 1-07- LEGAL DESCRIPTION ✓ J INSTALLATION OF: SEPTIC TANK SEEPAGE PIDRAINFIELD OTHER TYPE AND SIZE OF FACILITY TO BE SERVED 80 �'-/ -.5; y E7C 41 py` -- FINANCED THROUGH - TO BE INSTALLED BY SOIL. TEST RESULTS ._ NOTE: THIS PERMIT IS NOT VALID WITHOUT SOIL TEST COMPLETION DATE ANTICIPATED v a-0-1 -7 C l' GV ELL / �✓ ��7✓ 7-72 OF GNU L-O�.Sr� FINAL INSPECTION: 24 HOUR NOTICE REQUIRED. BACKFILLING OF ANY SYSTEM WITHOUT FINAL INSPECTION BY THE DEPARTMENT OF ENVIRONMENTAL QUALITY AUTHORITY WILLIBE SUBJECT TO PROSECUTION. SEPTIC TANK SIZE ZS -0 TYPE STrFa�-WeJWW4 E Ca NC,P TE MINIMUM DISTANCES, REQUIREMENTS _JeW / -- 144.9'-/ G FOUNDATION TO SEPTIC TANK 5-1- FOUNDATION TO SEEPAGE PIT SEPTIC TANK TO SEEPAGE PIT WALL r' DRAIN FIELD O AREA SIZE U)az L s/� / SEPTIC 'TANK / SEEPAGE PIT DRAIN FIELD ` TO NEAREST LOT LINE. SD / / 2-0 WELL TO SEPTIC TANK - SEEPAGE PIT DRAIN FIELD / ZG ALSO CONSIDER AREA WELLS. WATER MAIN TO SEPTIC TANK / SEEPAGE PIT O DRAIN FIELD /-. SEPTIC TANK, / SEEPAGE PIT DRAIN FIELD / TO RIVER, LAKE, STREAM. CAST IRON INTO AND OUT OF SEPTIC TANK AND INTO CRIB CROSSING GAP OF EXCAVATION 5 FEET INTO UNDISTURBED SOIL. 4 INCH DIAMETER CAST IRON SIPHON PIPES ON SEPTIC TANK AND SEEPAGE PIT FITTED WITH AIRTIGHT REMOVABLE CAPS. GRAVEL BACKFILL CONFORM TO BOROUGH REGULATIONS REGARDING INSTALLATION. G.A.A.B. OR LICENSED DESIGNER TYPE DIAGRAM OF SYSTEM I CERTIFY THAT 1 AM FAMILIAR WITH THE REQUIREMENTS OF GREATER ANCHORAGE AREA BOROUGH ORDINANCE NO. 28-68 AND THAT THE ABOVE DESCRIBED SYSTEM IS IN ACCORDANCE WITH SAID CODE. _11 DATE : /3/&r APPLICANT'S SIGNATURE FORM NO. EQ -01 6 .� /o4,7 OPck -- g -UI / 5/y /i7» /louse 0 m U ' soy 0 m �. 24' M-7 /IC ray A C/,4. PROPOSED DWELLING LOCATION k4 NOTE: N It is the contractor's mponsibllity to check Top of Foundation in relationships Finish Grade. Tap of Faundatiou us_ ndicatec'`L, !one-- -ruarse of block above Finii Grade, A 9TH 904961140 VE14 0 : NO. 3255 -SAF a lie, ki. AL LNO 1-w a'�1:�` 5953 CHiM. 101 6�0 4 30' O 4 I hereby certify that I have surveyed the following described property: Anchorage Recording Precinct, Alaska, and that the improvements situated thereon are within the property lines and do not overlap or encroach on the property lying adjacent thereto, that no improvements on prop- erty lying adjacent thereto encroach on the premises in question and that there are no roadways, transmission lines or other visible easements on said property except as indicated hereon. Dated at Anchorage, Alaska Of this /_6'11/?day of /%P.- '/ , 19 7V FRED WALATKA & ASSOCIATES Engineers and Surveyors TH -1 Engineering & Geological Consultants Inc. ANCHORAGE FAIRBANKS ALASKA JUNEAU DATE 6-26-74�IS�E.I11-�.01 JDWN BY D042273 BIG STATE CONSTRUCTION LOG OF TEST HOLE ANCHORAGE, ALASKA CHKD BY t.tcn IPROJ. NO. ),4,)n),-71DWO NO. A- R&M ENC AEERING & GEOLOGIC. A CONSULTANTS 229 EAST 51st. AVE. — P.O. BOX 6087 — ANCHORAGE, ALASKA 99503 TELEPHONE 907-279-0483 TELEX 090-35419 Civil Engineers Geologists Land Surveyors JAMES W. ROONEY, P. E. RALPH R. MIGLIACCIO Engineering Geologist MALCOLM A. MENZIES, P.E., L.S. JAMES W. WELLMAN, P.E. June 26, 1974 Mr. Howard Vines Big State Construction Box 224B Star Route A Anchorage, Alaska 99507 R & M No. 462047 ,/E1� 2 ' 1974 ''"EATER DEPT. Cif ELNVm"-"1ENAQ�YIlUpT Re: Test Hole and Soil Log Report for Sanitary System Lot 7 Borealis Subdivision Dear Mr. Vines: We are submitting herewith the test boring results and our comments regarding soil conditions encountered at the subject site. This investigation was performed in accordance with your request- of June 25, 1974, and those procedures outlined in a letter dated September 13, 1971 by Mr. Rolf Strickland of the Greater Anchorage Area Borough Department. of Environmental Quality. A single test hole was put down within the Lot 7 area for the purpose of defining general subsurface soil conditions for the proposed sanitary system. Excavation was accomplished with a tractor -mounted backhoe and the test hole was extended to a total depth of 15.0`feet below ground surface. The final log prepared for the test hole has been included in Drawing A-01. Ground water was not encountered in the test hole. We appreciate being given this opportunity to be of service to you. Should you have any questions with regard to the above, please do not hesitate to contact us. Very truly yours, R & M ENGINEERING & GEOLOGICAL CONSULTANTS, INC. /James W. Rooney JWR:kd xc: GAAB ANCHORAGE FAIRBANKS JUNEAU ����T9C1<O91A6E ApFA uR� B u G u � w, GREATER ANCHORAGE AREA BOROUGH Department of Environmental Quality 3330 "C" Street, Anchorage, Alaska 99503 274-4561 »EpEO JATIlA0.9 . Date Received 1212174 Time of Inspection Date of Inspection REQUEST FOR APPROVAL OF INDIVIDUAL SEWER & WATER FACILITIES FOR 1, Approval requested by: Mailing Address: 2. Property Owner: Mailing Address: 3. Legal Description: Conv. big State Contractors S.Et.A:. Sox 124 ��95E11 Phone: 344-0`i 6 Cam(, Phone: Lor 7, Borealis SUbdiVision 4. Location: Alpha Circle 5. Type of facility to be inspected No. of bedrooms 6. Well Data: A. Type comm. system C. Construction approved 7. Sewage Disposal System: B. Depth 12!a' D. Bacterial Analysis sati�i.,")r'y A. Installed July, 1974 B. Installer C. Septic Tank: 1. Size 2. Manufacturer D. Seepage Pit: 1. Absorption Area 2. Material E. Disposal Field: Total length of lines 8. Distances: A. Well to: Septic tank , Absorption area Sewer Lines , Nearest lot line Other contamination B. Foundation to septic tank , Absorption area C. Absorption area to nearest lot line EQ -034 (1/74) Page 1 of two pages Page 2 of two pages - Re( t for Approval of Individual : r & Water Facilities Le(al Description Comments Approved sap proved Date Approval,Valid for one year from date signed Greater Anchorage Area Borough, Department of Environmental Quality DIAGRAM OF SYSTEM I certify that the information contained in this request for approval to be a true ana accurate representation of the subject sewer and water facilities and these facilities are operating satisfactorily. SIGNED EQ -034 (1/74) Da to fY � €: GREATER ANCHORAGE AREA BOROUGH -... 1 Department of Environmental Quality 3330 C St., Anchorage, Alaska 99503 - 274-4561 REQUEST FOR APPROVAL OF INDIVIDUAL SEWER & WATER FACILITIES 1. Type of Inspection: CMRO VA FHA CONV �( 2. Property Owner: ,S'14 e 10 Mailing Address: p dor 993a 7 Day Phone. Ott 3. Name of Buyer: Mailing Address: Day Phone 4. Name of Lending Institution: Mailing Address: Phone 5. Name of Realtor or Agent: Mailing Address: Phone 6. Legal Description: CJc"'b' Location: 7. Type of Facility to be inspected: jeejdjenee_ No. Bdrms. � 8. Water Supply Type of Supply: Public Utility, Individual If Individual, number of dwellings presently served S If Individual, depth of well 9. Sewage Disposal System Type of System: Public Utility Individual (on-site) If Individual, date of installation '-1uIy 1174 EQ -037 (1/74) Parcell.D. 015-203-07 Municipality of Anchorage On -Site Water and Wastewater Program (907) 343-7904 til Certificate of On -Site Systems 1. GENERAL INFORMATION: Complete legal description Borealis; Lot 7 Location (site address) 4651 Aloha Circle *Anchorage AK 99516 Current Property owner(s) Nola & Richard Wemofskv Day phone 350.2706 Mailing address Real Estate Agent 2. TYPE OF DWELLING: ® Single Family (w/wo ADU) ❑ Duplex ❑ Multiple Dwellings (Single Family and/or Duplex) 3. NUMBER OF BEDROOMS: 4 Day phone 4. TYPE OF WATER SUPPLY: TYPE OF WASTEWATER DISPOSAL: Individual Well ❑ Individual Individual Water Storage ❑ Holding Tank ❑ Community Class A Well ® Community ❑ Public Water System - ❑ Public Sewer ❑ WaiverNariance request for. Distance: Received by: Date: < <S COSA to be released to me en r, unless othewse requested by the engineer. COSA Fee $ 6" — Waiver Fee $ Date of Payment ahw rg Date of Payment Receipt Number 6 3 31() ( Receipt Number COSA# dtcl8logs Waiver If Q0 19 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. 1 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-Anchoraae Alaska 99507 Engineer's Printed Name: Jeffrey A. Garness Date: 2 j-2. I is 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 descrbe 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 lite 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 fall 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 Me evaluation. Reliance upon the Information provided in this report by any other person or party (including subsequent property purchasers) is not authorized, nor will R confer any legal dght whatsoever. 6. DSD SIGNATURE ✓ System #1 Approved for /"� bedrooms System #2 Approved for _ bedrooms Disapproved Conditional approval for _ bedrool stipulations: #AECC884 �� &XIj ryrsERvw` BY: �T-u Original Certificate Date: a Ce a 0 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 i( Nitrate Advisory Septic System Advisory Arsenic Advisory, Well Flow Advisory Other cosnuuewruonataam If more than 1 septic system is on the lot: COSA Checklist # —of--- Structure of_Structure served by this system Certificate of On -Site Systems Approval Checklist Legal Description: Borealis; Lot 7 Parcel ID: 015-203-07 A. WELL DATA Well type CLASS 'A' If A, B, or C provide PWSID# 211708 Well Log (YM) Date completed Sanitary seal (Y/N)_ Wires properly protected (YM Total depth ft. Cased to ft. Casing height (a round) in. FROM WELL LOG AT Date of test Static water level ft. n. Well production g.p.m. 9 -P.m. WATER SAMPLE RES Col#orm colonies/100 ml. Nitrate —mg./L. Collected by: Ante'nic: _ug JL. Data of sample: B. SEPTIC(HOLDING TANK DATA Tank Type/Material Advantex/S.TE.P./Steel Date installed 10/7-8/2015 Tank size 1500 gal. Number of Compartments 2 Cleanouts (YM) Yes Foundation cleanout (YM) Yes Depression over tank (Y/N) No High water alarm (YM) Yes Date of pumping As Required Pumper C. ABSORPTION FIELD DATA �awow Ealetin Glade Dale installed 10/7-9/2015 Soil rating E.d rft°/bdrm) 2_0 System type Deep Trench Length 25 ft. Width 25 ft. Gravel below pipe 6 ft. Total depth •B.9+ ft. Eff. absorption area 300 ft' Monitoring tube Yes Depression over field No Date of adequacy test 2/1/2018 Results (Pass/Fail) Pass For 4 bedrooms Fluid depth in absorption field before test 38 in. Water added 833 gal. New depth 70 in. Elapsed Time: 120 min. Final fluid depth 54 in. Absorption rate >= 600+ g.p.d. Any rejuvenation treatment (past 12 mo.) (Y/N 8 type) None Known If yes, give date — 1974 seepage pit MT extends approximatley 11 feet below existing grade and was dry upon inspection on 2/1/2018. Condition of 1974 seepage pit is unknown. *STEP tank/Pump vault **See maintenance report (attached) D. LIFT STATION ***Per 10/13/2015 MOA electrical inspection Date installed 10/8/15 Size in gallons *500/-70 Manhole/Access (YM) **Yes 'Pump on" level atTimer 32 in. "Pump off" level atTimer 22 in. High water alarm level at 53/36 in. Datum Bottom of Tank Cycles tested ** Meets alarm & circuit requirements? ***Yes E. SEPARATION DISTANCES SEPARATION DISTANCES FROM WELL ON LOT TO: Septic tank/lift station on lot Absorption field on lot Public sewer main Sewer /septic service line COMMUNITY On adjacent lots On adjacent lots 21§f wer manhole/cleanout Holding tank Ani inment areas Manure/animal excrete storage areas SEPARATION DISTANCES FROM SEPTIC/HOLDING TANK ON LOT TO: Building foundation 5'+ Property line 51+ Absorption field *5'+ Water main 10'+ Water service line 10'+ Surface water 100'+ Wells on adjacent lots **100'+ TO PVT & 140'+ to Class "A" SEPARATION DISTANCE FROM ABSORPTION FIELD ON LOT TO: Property line ***1' Building foundation ****101+ Water main 10'+ waiver letter in MOA records Water service line 106+ Surface water 100'+ Driveway, parking/vehicle storage 10'+ ***WR#DSV151019 Curtain drain None Known Wells on adjacent lots **100'+ PVT & 160'+ to Class "A" F. COMMENTS *Per contractor that Installed system in 2015 **See ADEC waiver letter in MOA records ***WR#DSV151019 ****Separation from 1974 seepage pit to foundation is unknown G. ENGINEER'S CERTIFICATION I certify that I 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. Engineer's Printed Name JEFFREY A. GARNESS Date (Rev. 11M) #AECC884 Carroll, Rebecca M From: David Garness <David@garnessengineering.com> Sent: Friday, February 16, 2018 10:47 AM To: Ecklund, Timothy 1; Carroll, Rebecca M. Cc: Jeff Garness Subject: Borealis; Lot 7 Hello, The justification for the passing result for the subject lot (Borealis; Lot 7) are as follows: 1. 833 gallons were introduced into the drainfield 2. This caused a rise of 32 inches in the monitoring tube (70-38) 3. This equated to 26 gallons/inch of rise in the drainfield (833/26) 4. Over a 120 minute period the drainfield dropped 16 inches (70-54) 5. 26 inches of drop in the dranifield equates to 416 gallons (26 gallons x 16 inches) 6. This equates to an absorption rating of 3.46 gallons/minute (416 gallons/120 minutes) 7. This equates to an absorption rating of 600+gallon/day, which meets the MOA requirements If you have any questions regarding these results, please feel free to call or email. Sincerely, David Garness, E.I.T. Consultant Garness Engineering Group, Ltd. 3701 E. Tudor Road, Suite 101 Anchorage, Alaska 99507 Phone: (907) 337-6179 Fax: (907) 338-3246 Mobile: (907) 632-4528 Website: www.garnessengineering.com c:%R'\ICSS ENGINEERING GROIL V, I,ul ,crva�ermroirnuonnein._.., 130.00' S89' 59'25"E N.nN 41e,� 10' UTIL ESMT G s VENT y� C s M g MH b 27.5' v 25.1' o 'D z 46.7' 4.2 ED o q N Q N EXISTING 8 6 'r 1100. HOUSE ALPHA CIRCLE C4 UNDER NO ORCUMSTANCES SHOULO MI AS -WILT BE USED FOR CONSMUCT1Ot OR FOR ESTABLISHING BOUNDARY OR FENCE UNES TSE SURVEYOR TAKES RESPONSIBILITY FOR ME INITIAL TRANSACTON ONLY AND ASSUMES FINANCIAL LIABILITY ONLY FOR ME COST OF ME SURVEY LISTED DISTANCES PREVAIL OVER SCALNG. REPRODUCTION MAY CAUSE ERRORS IN SCALE. LOT w Y SURVEY TYPE SYMBOLS _ .A. u4 BUL . SET REBAR (� �DRAINAGED ASPHALT RNAL 51tNCTJN[ xs-Wa.T r I'E o FOUND REBAR eta µ00D f'ENC �° CONCRf1E (NDr AIJI ... A4-dMLT ... LOT XV1'.LT ... iMO4NAI`HY _ _ AroA zc. (® ASSUMED EIEV. �N--µ—N- METAL FENCE ® wppp pEClt 1 PLOT PLANS Be LOT SURVEYS NOTE: IT IS THE RESPONSIBUTY OF THE BUILDER OR OWNER. PRIOR TO ONLY THOSE IMPROVEMENTS ABODE OROUND AND VISIBLE WILL BE fCONSTRUCTION, TO VERIFY PROPOSED BUILDING GRADE RELATIVE I SHOAN, FENCES, WELLS. SEPTIC C EAHOUTS, SKDEWALK9 DRIVEWAYS, TO FINISHED GRADE AND UTILITY CONNECTIONS AND TO DETERMINE ETC.. ARE SHOVM IN THEIR APPROXIMATE LOCATION. ONLY. SNOW 1 1 THE EXISTENCE, OF ANY EASEMENTS, COVENANTS OR RESTRICTIONS MAY PREVENT SOME IMPROVEMENTS FROM BEING SEEN AND LOCATED. I W}UCH DO NOT APPEAR ON TRE RECORDED SUBDIVISION PLAT. nLL DISTANCES ARE RECORD UNLESS OTHERWISE NOTED. SURVEY CERTIFICAnoN OF '6*4 Prep Ored by Robert E. Johns, Jr. & Assoc. RDr PLAN �P M�.,�+^,,�-,�,;,, M, .:.................1� Profr s D essionM Land Su veyor ..wAM a u �... awM w M�w'A yew w w� •��., • '• •': 1J00 ALASKA ANMORACE. E. MASASKA 99S Of 'FaxDATON AS -BUILT j F 49th ....................... ..F '.T'.•../�"..� ......i SCNI. Pee. Let 53. Rec Pbt F.I. Na In = 30 Det. s,... D.e.e Or Cn.eR.a a.�MK �...ROBERTEJOHNS:R....'..` 09/22/16 REJ '`..... ��j Octel 09/22/16 G68: 2736 W.O. 16-354 ANAL SIRUCWRE AS -BUILT a'••. 4121-5 ,.A '.................. La9m 0ese+bNon: ....... • .......+ci• •&� p .... a �y� LOT 7 "� BOREALIS ADVANCED WASTEWATER TREATMENT SYSTEM MAINTENANCE AND REPAIR AGREEMENT BETWEEN MUNICIPALITY OF ANCHORAGE AND (ApAC L rL_ t AUDwA U%ILu AMS THIS MAINTENANCE AND REPAIR AGREEMENT made and entered into as of this 9* Day of g4oijnn H of 20A, by and between ( OALTVLO Jt U -i A05—X_ herein the "OWNER," and the Municipality of Anchorage, herein the "MUNICIPALITY." In consideration of the mutual covenants contained herein, the parties to this Maintenance and Repair Agreement agree as follows: 1. Advanced Wastewater Treatment Systems. Municipality grants permission to Owner to utilize and operate an Advanced Wastewater Treatment System (AW WTS), described as A D\rA,IUTcx H ea— located — located at (legal description). 49 51 AL PHA GQ_ Aw)P_ Pc_ 9(1 Slc.o 2. Definitions. Alteration. Any change to the design or function of an AW WTS that includes the installation or removal of any parts, components or pieces not included in the original construction permit and design. Certificate of On -Site Systems Approval (COSA). An approval by the Municipality of existing water and wastewater disposal systems given at the time of property sale and title transfer in accordance with Anchorage Municipal Code (hereinafter, "AMC") 15.65. These approvals certify that the systems are adequate for the homes that they support and meet the codes that were in place at the time of system construction. Damage. Any man-made or natural change in a system that would inhibit the system from performing as designed. Maintenance and Repair. The scheduled and as needed replacement of existing parts, components and pieces of an AW WTS that were included in the original design which would allow the AW WTS to continue to perform as designed. Permit. An On -Site Wastewater Disposal Permit as required by AMC 15.65 to construct and operate an AW WTS. 3. Term. The term of this Maintenance and Repair Agreement shall begin on the date of approval by the Municipality to operate the installed system or issuance of a COSA, and shall continue while the AW WTS is in use or is operational or until the property is sold or title is transferred by the owner and a new COSA is issued to the new owner or transferee of the property. 4. Alterations. Installation and Removal of Additional Eauipment. Prior to performing any alterations to an AW WTS, the owner agrees to obtain an On-site Wastewater Disposal Permit from the Municipality in accordance with AMC 15.65. 5. Maintenance and Repairs. A. Throughout the term of this Maintenance and Repair Agreement, the Owner shall maintain their AW WTS in a satisfactory condition capable of producing treated septic effluent in accordance with the equipment's approval for operation in the Municipality. The owner shall enter into a service agreement with an AW WTS service and maintenance Provider approved by the municipality and the manufacturer of the AW WTS for the entire term of the AW WTS. In addition, it shall be the responsibility of the Owner during the term of this Maintenance and Repair Agreement, and any renewals thereof, at the owner's sole expense, to pay for any and all: (1) repair(s), (2) maintenance, (3) adjustment(s), (4) replacement costs, and (5) inspection costs. B. Owner agrees to comply with all applicable ordinance, laws, regulations, rules and orders for the AW WTS. C. Upon request by the Municipality, the owner agrees to provide the Municipality a written schedule of routine maintenance and repairs which have been performed on the system. When a record of maintenance is documented and maintained by the system vendor, the owner agrees to allow the Municipality access to this information. D. Owner acknowledges that the fine for failing to maintain and repair an AW WTS may be assessed in accordance with AMC 14.60 for improper discharge. E. Owner agrees that only maintenance and repair personnel approved by the Municipality will inspect and make any necessary maintenance, repairs or permitted alterations to the system. F. Owner agrees to grant the Municipality reasonable access to test and inspect the AW WTS upon 24 hours written notice. G. Owner agrees that any sale or transfer of title of the property will not occur without a new Certificate of On -Site Systems Approval. H. Owner agrees that the AW WTS installation and maintenance requirements as provided by the AW WTS vendor/installer and approved by the Municipality are the governing guidelines for the construction, maintenance and repair of the Owner's AW WTS. I. Owner agrees to provide and maintain a telephone connection to the AW WTS as required by the AW WTS approval. 6. Nonwaiver. The failure of either party at any time to enforce a provision of this Maintenance and Repair Agreement shall in no way constitute a waiver of the provisions, nor in any way affect the validity of the Maintenance and Repair Agreement or any part hereof, or the right of such party thereafter to enforce each and every provision hereof. 7. Amendment. A. This Maintenance and Repair Agreement shall only be amended, modified or changed by a writing, executed by authorized representatives of the parties, with the same formality that this Maintenance and Repair Agreement was executed with, and such writing shall be attached to this Maintenance and Repair Agreement as an amendment. B. For the purposes of any amendment modification or change to the terms and conditions of this agreement, the only authorized representatives of the parties are: a. owner: I A -)Al_-r(--2- 4 AMIE ( A)II U AMS b. Municipality: Director. Community Development or designated authority C. Any attempt to amend, modify, or change this contract by either an unauthorized representative or unauthorized means shall be void. S. Jurisdiction: Choice of Law. Any civil action arising from this Maintenance and Repair Agreement shall be brought in the Superior Court for the Third Judicial District of the State of Alaska at Anchorage. The laws of the State of Alaska shall govem the rights and obligations of the parties under this Maintenance and Repair Agreement. 9. Severability. Any provisions of this Maintenance and Repair Agreement decreed invalid by a court of competent jurisdiction shall not invalidate the remaining provisions of the Maintenance and Repair Agreement. OWNER: By: (signature) Date:2/'1 /1 g �J��A Lrb2 �I tl.l RMS 1V{print name) STATE OF ALASKA ) )as. THIRD JUDICIAL DISTRICT ) pL�M The foregoing instrument was acknowledged before me this day of , 20_[L by NO17MY PUB IC FOR ALASKA My Commission expires: VD -IB -96 By:1CAXI 9.. /llanXB (signature) Re.�oecc4 CIrro1\ (print name) E Pablo WYTASKEfAleska�Ires Deo.12, 2020 Date: iS Title: —\ Municipality of Anchorage .°` •°, • Development Services bepaiRment � Building Safely Division On -Site Water and Wastewater Program >f ° 4700 South Bragaw St. ' • "' P.O. Box 196650 Anchorage, AK 99519-6650 wwk.ci.anchorage.ek.us (907)343-7904 CERTIFICATE OF HEALTH AUTHORITY APPROVAL FOR A SINGLE FAMILY DWELLING Parcel I.D. OI S a0'7�-0-7 NAA# fhbr 2O,�%1 Expiration Date: % - ;Z (o- D 3 1. GENERAL INFORMATION Complete legal description 1.nr 7- Borealis c„ t„tivision Location (site address ordirections) 4851 Alpha Circle .Current Property owner(s) _ Carol Hudak Day phone _276-7475 Mailing address 4851 Alpha Cir- Anehnraap AK 99516 Lending agency Mailing address Real Estate Agent Mailing Address Day phone Day phone Unless otherwise requested, HAA will be held by DSD for pickup. 1��+M `1� �✓�-- G�t z �o z 2. NUMBER OF BEDROOMS: 4 3. TYPE OF WATER SUPPLY: TYPE OF WASTEWATER DISPOSAL: Individual Well ❑ Individual Water Storage ❑ Community Class A Well Q Public Water System ❑ Individual On-site U Individual Holding lank ❑ Community On-site ❑ Public Sewer ❑ The Municipality of Anchorage Development Services Department (DSD) Issues Certificates of Health Authority Approval (HAA) based only upon the representations given in paragraph 5 by an Independent professional civil engineer registered in the Slate of Alaska. Certificates of Health Authority Approval are required for the transfer of title (except between spouses) for properties served by a single family on-site wastewater disposal and/or water supply system. DSD also Issues HAAs upon request to homeowners. Certificates of Health Authority Approval are valid for 90 days from the date of Issue for properties served by a private or Class C well and may be reissued with new water sample results less than 30 days old. (Certificates may be reissued for a period of up to one year with valid water samples.) Certifid�ates are valid for one year for properties served by Class A or B wells or a public water system. The Municipality of Anchorage Is not responsible for errors or omissions In the professional engineer's work. 4. 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 Health Authority 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. 1 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 diilh all applicable Municipal and State codes, ordinances, and regulations In effect at the time of Installation. Name of Firm S & S Engineering Phone 694-7979 Address 17n3G m Eagle River Loop Ste. 204EagleRiver, A} 99 77 Engineer's Printed Name R nhP r r r rnzmn Date G/ 3 �0'2— �c OF At S. T ` ROBERT C. COWAN 5. DSD SIGNATURE 'mac CE -8801 Approved for bedrooms. Ilh`06Fi;St�,0; Disapproved. Conditional approval for bedrooms, with the following stipulations: Additional Comments Attachments: HAA Checklist X Septic System Advisory Well Flow Advisory Maintenance Agreements Supplemental Engineer's Report Other By: / lfOriginal Certificate Date:"G-P— In- 12m) Municipality of Anchorage • Development Services Department Building Safety Division On-Sde Water & Wastewater Program 4700 South Bragaw St. P.O. Box 196650 Anchorage, AK 99519-6650 www.ci.anchorege.ak.us (907) 343-7904 HEALTH AUTHORITY APPROVAL CHECKLIST Legal Description: )^ 0 I 7 R o R G L I j S l8 Parcel ID: o I S- -A ° 3 -0.7 A. WELL DATA Well type a If A, B, or C provide PWSID # 11170 g Well Log (YM) _ Date completed _ Sanitary seal (Y/N) _ Wires property clad (Y/N) Total depth ft. Cased to R Cas' eight (above ground) in. FROM WELL LOG AT INSPECTION Date of test Static water level it ft. Well production g.p.m. g.p.m. WATER SAMPLE LTS: Coliform colonies/100 ml. Nitrate —mg./I. Other bacteria colonies/100 mi. nic: _ mg.A. Date of sample: _ Collected by: B. SEPTIC/HOLDING TANK DATA Tank TYpe/MBteriaf _ s t A i r c S 7'Fs L tc•- Tank s)zi3 / a s o gal.. Number of Compartments Foundation cleanout (9N) Y!1 Depression over tank (Y49 mo Date of pumping -V-13 0 0 Pumper I S A c S C. ABSORPTION FIELD DATA Date installed 7 Soil rating (g.p.d.W o I)dmt Length ft. Width 9 Date installed 6/ 7 Cleanouts&I f High water alarm (Y/& N 0 System type Ch ( Q f Gravel below pipe 9 ft. Total depth I I It. Eft. absorption area eft' Monitoring tube '&-f _ Depression over field A, O Date of adequacy test 6�/° 0 X Results Pats Fail) P#ff For J— bedrooms Fluid depth in absorption field before tests° in. Water added 6 u0 gal. New depth4 in. Elapsed Time: ada-min. Final fluid depth6h ,yin. Absorption rate >= 600 g.p.d. Any rejuvenation treatment (past 12 mo.) (Y/N & type) N oNE ,P6. PIA P4.0.4. Fr( -JL Krowr/ If yes, give date _ D. LIFT STATION Date Installed Size in gallons Manhole/Access (Y/N) 'Pump on' level at _ in. 'Pump ofr level at a r alarm level at in. Datum Cycles tested Meets alarm & circuit requirements? E. SEPARATION DISTANCES SEPARATION DISTANCES FROM WELL ON LOT TO: C*~-+vNo r y IN RT is R Septic tanks ift station on lot Absorption field on lot Public sewer main On adjacent lots Public sewer manhole%leanout Holding tank SEPARATION DISTANCES FROM SEPTIC/HOLDING TANK ON LOT TO: � r i Building foundation Property line .S' t Absorption field f Water main 10 "f Water service line /0 "f Surface water Wells on adjacent lots / HD * SEPARATION DISTANCE FROM ABSORPTION FIELD ON LOT TO: Property line /04 Building foundation /0 4- Water main ]a + i , Water Service line 10 'f' Surface water ) O o 4 Driveway, eway, parking/vehide storage y O "-A- Curtain drain 0"t "'E Kr o✓ Wells on adjacent lots G F. COMMENTS 'x` A A ILL 1.c.rT4/L Vic No„/ _ vAzA c-rit,.; cN. G. ENGINEER'S CERTIFICATION I certify that I have determined through field inspections and review of Municipal records that the above systems are in conformance with MOA HAA guidelines in effect on this date. Engineer's Printed Name �C t3 ERT C , CO w d� Date 6 /a 3 /e -z- HAA HAA Fee $ 3,7 S Date of Payment G'I-Av �� z Receipt Number O 217 37•(Rev. 12/0p) Waiver Fee $ Date of Payment Receipt Number *08C -Am ,`,EE'i-c888$((1ffON D 0 N n r m 25 N 00°04'35'W 140.46' CO O N 00°04'35'W 115.47' 6• Wood FENCE O N 7 C 4 m 5' EASEMENT NOT LABELED 0 30o m N � �. IA DO Ifs ��_ fs A It O N• 1+ 'o 1 • 1/ 1 07 1 1 cS" w az i^ 8 4Sp�CT P m ORhF m m 1 1 2 u N c O 1 —I 2 Li 1 1A 34A 6.0 I m m 29. 26.5' ai m 1 I a4.3• I I 0 I � Ls N 1 � N � I 1+ 1 1 6' WOOD FENCE 1 N 00°04'35'W 140.46' CO O m v v a v v o. A c. O N 7 C 4 m 0 30o m IA DO Ifs ��_ fs A I'M `P r n m 0 N m O N 0 MUNICIPALITY OF ANCHORAGE r 1 • DEPARTMENT OF HEALTH & HUMAN SERVICES Division of Environmental Services On -Site Services Section P.O. Box 196650 Anchorage, Alaska 99519-6650 343-4744 CERTIFICATE OF HEALTH AUTHORITY APPROVAL FOR A SINGLE FAMILY DWELLING ,4 Parcel I.D. # f � J 0 � l HAA # f 'r , �5 1. GENERAL INFORMATION Complete legal description Lot 7. Borealis s„hrl; viG; on Location (site address or directions) 4851 Alpha Circ -1g, Property owner Rnhert Sc-baff Dayphone 345-3694 Mailing address 4851 Alpha Circit, Anchorage., AR gc)r;17 Lending agency Mailing address. Agent Address Unless otherwise requested, HAA will be held for pickup. 2. NUMBER OF BEDROOMS: Four (4 ) 3. TYPE OF WATER SUPPLY: Individual well Community well XXX Public water Day phone Day phone NOTE: If community well system, provide written confirmation from State ADEC attest- ing to the legality and status of system. 4. TYPE OF WASTEWATER DISPOSAL: Individual on-site XXX Holding tank Community on-site Public sewer NOTE: If community wastewater system, provide written confirmation from State ADEC attesting to the legality and status of system. 72-025(Rev-t/91( Front MOA#21 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 of this Health Authority Approval application shows that the on-site water supply and/or wastewater disposal system is safe, functional and adequate for the number of bedrooms and type of structure indicated herein. I furtherverify 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 in compliance with all Municipal and State codes, ordinances, and regulations in effect on the date of this inspection. Name of Firm Anderson Engineering Phone 522-7773 Address P_0 -_Box 240773 Anahnrano au oar)n Engineer's signature 6. DHHS SIGNATURE X Approved for 4 bedrooms. Disapproved. Conditional approval for Additional Comments M Date 11/2/99 V! L F. M=4 r bedrooms, with the following stipulations: Date The Municipality of Anchorage Department of Health and Human Services (DHHS) issues Health Authority Approval Certificates based only upon the representations given in paragraph 5 above by an independent professional engineer registered in the State of Alaska. The DHHS does this as a courtesy to purchasers of homes and their lending instituticps in orderto satisfy certain federal and state requirements. Employees of DHHS do not conduct inspections or analyze data before a certificate is issued. The Municipality of. Anchorage is not responsible for errors or omissions in the professional engineer's work. 72-OM(Rev.1L91) Back MOAN21 V'�c�1v�u Municipality of Anchorage Nov 0 2. 1999 DEPARTMENT OF HEALTH & HUMAN SERVICES Environmental Services Division „ " ', cur ANUHU'RAG E 7 AS SERVICES DIVIS (9 825 L Street, Room 502 • Anchorage, Alaska 99501 • &W-4744 Health Authority Approval Checklist Legal Description: Lot 7 Rorea l ; s Rnhr1 i vi -_; nn Parcel A. WELLDATA Public Water System Well type A Log present(Y/N)_ Total depth Sanitary seal (Y/N) Date of test Static water level Well production If A, B, or C, attach ADEC letter. ADEC water system number Date completed Cased to FROM WELL LOG WATER SAMPLE RESULTS: Coliform Nitrate Date of sample: B. SEPTIC/HOLDING TANK DATA Dateinstalled 7/74 Casing height (above ground) Wires properly protected (Y/N) AT INSPECTION Other bacteria Collected by: Tank size 1 , 250 Number of Compartments 1 Cleanouts (Y/N)y Foundation cleanout(Y/N) Y Depression (Y/N) N High water alarm (Y/N) Date of Pumping 11/1/99 Pumper Denali Pumping C. ABSORPTION FIELD DATA Date installed 7/74 Soil rating (g.p.d./W orft2/bdrm) 220 s System type cr;h 4'X17'X17'X22'X26' Length Width Gravel thickness below pipe 9 � Total depth Effective absorption area 819 SF Monitoring Tube present (YM) Y Depression over field (YM) N Date of adequacy test 10 / 24 / 9 9 Results (Pass/Fail) Pass For Four bedrooms Fluid depth in absorption field before test (in.); 8 3 Immediately after6 0 0 gal. water added (in.): 1 n R Fluid depth 83 (ins) Minutes later: 24 Hours Absorption rate = > 600 g.p.d. Peroxide treatment (past 12 months) (Y/N) N If yes, give date 72-026 (Rev. 3/96)' D. LIFT STATION - None on Lot Date installed Manhole/Access (Y/N) High water alarm level at* _ Cycles tested E. SEPARATION DISTANCES Size in gallons "Pump on" level at* "Pump off" level at* *Datum SEPARATION DISTANCES FROM WELL ON LOT TO: No Well on Lot Septic/holding tank on lot Absorption field on lot Public sewer main Sewer /septic service line On adjacent lots On adjacent lots Public sewer manhole/cleanout Lift station SEPARATION DISTANCES FROM SEPTIC/HOLDING TANK ON LOT TO: Foundation >51 Property line >51 Absorption field >51 Water main/service line > 10 —'Surface water/drainage > 10 0 ' Wells on adjacent lots > 10 0 ' (120'±)** ** See ADE L tter of Non objection SEPARATION DISTANCE FROM ABSORPTION FIELD ON LOTefO: Property line > 10, Building foundation > 10 ' Water main/service line > 1 0 ' Surface water Driveway, parking/vehicle storage area Curtain drain None Noted on Lot Wells on adjacent lots > 10 0 ' (1 50 ) ** See ADEC Letter of Non Objection), F. ENGINEER'S CERTIFICATION i _1 1- I certify that I have determined thru field inspections and review of Municipal r in conformance with MOAHAA guidelines in effect on this date. Signature Engineer's Name Michael E Anderson,_. Date 11/2/29 HAA Fee $ l'( Jn %—,� Waiver Fee $ Date of Payment ( (- d�� /jc— I (� Date of Payment Receipt Number ���0 t l vl� Receipt Number 72-026 (Rev. 3/96)* ME are November 2, 1999 Mr. Robert Schoff 4851 Alpha Circle Anchorage, AK 99517 Subject: Lot 7, Borealis Subdivision Septic System Inspection and Test Dear Mr. Schoff: We recently completed the inspection and testing of the septic system on your property. Records indicate the tank was placed and the absorption crib constructed in 1974 to serve a four bedroom home. Soils tests performed at the time estimated the absorption rate at 220 square feet per bedroom. The crib was constructed with an effective absorption area of 819 square feet which is slightly less than the '880 square feet required. The system was approved as constructed and has been in service since that time. Our initial probe of the crib indicated a standing water depth of 63" with a total depth of the crib of 108". Water was then injected into the crib to determine the absorption rate over a 24 hour period. The water level rose rapidly to the top of the crib after 400 gallons of water had been added. The test was then halted as water was starting to backflow into the septic tank. Three hours later the water had receded to the 83" level. Additional water was then added to the crib bringing the level again to the top. The water level was then checked the following day and found to have receded to the 83" depth. It appears therefore, the crib is capable of absorbing more than 600 gallons of water per day. The surge capacity, however, is limited to 400 gallons. The normal life of a septic system is from 8 to 12 years and can be less depending on the type of system and quality of soils in which it is constructed. Your system is now more than 25 years old and showing signs of failure. It is difficult to estimate the remaining useful life of the system, but due to the limited surge capacity it may be no more than 2 to 4 years. Sincerely, Michael E. Anderson. P.E. Attachment TONY KNOWLES, GOVERNOR DEPT. OF ENVIRONMENTAL .UICONSERVATION U� DIVISION OF ENVIRONMENTAL HEALTH DRINKING WATER and WASTEWATER PROGRAM 555 CORDOVA STREET ANCHORAGE, AK 99501 http://www.state.ak.us/dec/home/htm Mr. Michael E. Anderson, P.E. Anderson Engineering P.O. Box 240773 Anchorage, Alaska 99524 Telephone: (907) 269-7696 Fax: (907) 269-7650 November 12, 1999 Subject: Lot 7, Borealis Subdivision, Separation Distance between Class A public water system source well and wastewater disposal system; ADEC Project Number: 704; Review Dear Mr. Anderson: I have completed my review of your November 8, 1999 submittal regarding the above -referenced project. I could not find any information in the Department's files that showed when the Borealis Alpha Class A public water system (PWSID Number 211708) was classified as a public water system. In the historical information that I have on separation distances, the existing separation distance between the existing source well and the wastewater disposal system located on Lot 7 meets the separation distance for semi- public water systems. Since the wastewater disposal system located on Lot 7 has passed a recent adequacy test, I believe that your request is reasonable. Therefore, this Department has no objection to the existing separation distance between the source well for Borealis Alpha Class A public water system (PWSID Number 211708) and the wastewater disposal system located on Lot 7, Borealis Subdivision. This letter of non -objection is valid as long as the existing wastewater disposal system located on Lot 7, Borealis Subdivision does not fail. Once any part of the wastewater disposal system fails, the home will need to be placed on a holding tank or a separation distance waiver will need to be applied for. The waiver request will need to include additional treatment to the wastewater stream and follow the submittal requirements found in either the State Wastewater Disposal or Drinking Water Regulations. Thank you for your cooperation and coordination with this Department. If you have any questions, please do not hesitate to contact me. Sincerely, Keven K Kleweno, P.E. Environmental Engineer cc: Jim Cross, P.E., MOA/DHHS