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HomeMy WebLinkAboutBEAR RIDGE LT 5Bear Ridge Lot 5 #067-621-12 Municipality of Anchorage o Development Services Department Building Safety Division On -Site Water & Wastewater Program, 4700 Bragaw St. P.O. Box 196650 Anchorage, AK 99519-6650 www.ci.anchorage.ak.us (907) 343-7904 Page 1 of 3 ®n -Site Wastewater Disposal System and/or Well Inspection Report Permit Number: OSP 101 153 PID Number: 0676-21-12000 Name: PREFERRED CUSTOM HOMES Wastewater System: El New O Upgrade Address: PO BOX 875910-172; *WASILLA, AK 99687 ABSORPTION FIELD Phone: No. of Bedrooms: (907) 3776-98136 4 ❑ Deep Trench O Shallow Trench ❑ Bed ❑ Mound ❑ Other /► ®�` p� LEGAL DESCRIPTION I®Itl Soil Rating: 2.0 Total Depth from original grade: GPD/Sq. FL SEE DWG. Ft. Block: Lot: Subdivision: - 5 BEAR RIDGE Depth to pipe bottom from original grade: Gravel depth beneath pipe: SEE DWG. FL 0.73 Ft. Township: — Range: _ Section: Fill added above original grade: Gravel length: _ SEE DWG. Ft. 60 FL WELL: ❑ New ElUpgrade Grovel width: 5 Number of lines: Distance between lines: FL 1 _ Ft Classification (Private, A.B,C): Total Dept Cased TO:(BEDROCK) Total absorption area: Pipe material: Ft. FL 300 Q. FL D 3034/ F-810/SCH 40 Driller. \\V Date Drilled: Level: Static Water Levr. Installer. Dote installed: — ��\S1 R. DIRT WORKS 9/9-10/2010 Yield:Pump Set At: Casing Height Above Ground: GPM FL Ft. �r II AIS K SEPARATION DISTANCES ❑ Septic ❑ Holding o S.T.E.P. ❑ Other* To From Septic Tank Absorption Field Lift Station Holding Tank Public/Private Sewer Lines Manufacturer. GREER Capacity in gallons: 1500 Well 100'+ 100'+ 100'+ •- 25'+ Material: STEEL Number of compartments; 2 Surface Water 100'+ 100'+ 100'+ — — LIFT STATION Lot Line 5'+ 10'+ 10'+ — — Size in gallons: Manufacturer. 1500 GREER/QUANICS Foundation 5'+ 10'+ 10'+ — _ 'Pump an' level at: 'Pump off' level at: High water alarm at: TIMER ITIMER 44" Curtain Drain — 50'+ — — — Pump Make & Model: P—FS-41T Electrical Inspections performed by: I V1.12117NACII—Ve-V\.%�Z CtaC— 7V- L Remarks: THIS IS A QUANICS AEROCELL SYSTEM BENCH MARK Location and Description: TOP OF WELL HEAD Assumed Elevation: 100.00 Ft. Inspections performed by: GEG, Ltd. Dates: 1st 9/9/2010 ENGINEER'S SEF(L 2nd 9/9/2010 _00600 0 3rd 9/10/2010 0 Development Services Department Approval p * 4 . �....: ....... :.��0� Conditional approval: Date: (/ .J f r A. am ss.. �Q49.' CE -795 OS '• •c4 4fe Ao �4poo Reviewed and a �f� ,�/ _ _ approved b : C Date: 4/06) y fess*%o' (Rev. / �iE Co vW tr�4 i rrnoL C11T -M-4-o & nCA -r .F Qu a�t.,t,C,o .S �j o �'L, V aL0PrV V e( . R -P G � (tee1 ,e O J111112-2 0 GARNESS ENGINEERING GROUP, Ltd AeroCell'. ENGINEERING SALES CONSULTING Alaska Authorized Dealer January 7, 2022 Municipality of Anchorage Development Service Department On -Site Water & Wastewater Program 4700 Elmore Rd. P.O. Box 196650 Anchorage, AK 99519-6650 (907) 343-7904 Ref: Bear Ridge; Lot 5 (3355 Bear Ridge Circle, Eagle River, AK) Memo concerning converting CAT III AWWTS to CAT II AWWTS septic system To whom it may concern: The permitted septic system was installed on the referenced property in 2010 and was started up shortly after the installation. ARM Septic Services. LLC recently checked the monitoring tubes in the drainfield and found them to be dry. In order to simplify the operation and maintenance of the system, we are proposing that this unit be permanently configured as a CAT II system. Our justifications are as follows: The receiving soils have percolation rates of 5.5 and 48 minutes per inch. If we use the slower percolation rate, a 2.0 gpd/sq.ft. application rate is required for a Cat III system and if we use and average between the two percolation rates (26.75 minute/inch), a 3.0 gpd/sq.ft. application rate would be required for a Cat II system. There is 2 foot of MOA filter sand below the drainrock in this drainfield. After the effluent passes through 2 feet of MOA filter sand, the effluent should meet Cat III effluent quality levels. The residence on this property has a total of 4 -bedrooms, so 300 sq./ft. of absorption area is required for CAT III effluent (600 gpd / 2.0) using the highest percolation rate (48 minute/inch) and 300 sq./ft. of absorption area is required for CAT II effluent (600 gpd / 2.0) if we use the average between the two percolation rates (26.75 minute/inch). The existing 2010 drainfield has 300 sq./ft. of absorption area. In short, the drainfield meets the sizing requirements for 4 - bedrooms with or without the consideration of the sand filter. The Inspection Report shows a 3.0 gpd/sq.ft. application rate, which is conservative, so it should not need to be amended. At this time. we request that your department approve a CAT II configuration to be used at the referenced property, Upon your concurrence, ARM Septic Service, LLC., will remove the actuator from the b Il valve or leave the valve in the open position, and place a CAT II sticker on the control panel. incer y, Jeffrey !, `r s, P. . M.S. Presid t 3701 East Tudor Road, Suite 101 * Anchorage, Alaska 99507-1259 Phone: (907) 337-6179 * Fax: (907) 338-3246 * Website: www.garnessengineering.com Page 40 of 45 C. Remote monitoring. Category II and III systems that rely on mechanical devices and processes shall be monitored remotely by the equipment provider or other approved entity. Exception: AWWTS's already approved without remote monitoring. D. Accessibility. The design of a system shall include provisions to provide access to all components that require maintenance and repair or observation. f E. Buoyancy forces. An AWWTS holding or treatment tank subject to buoyancy a forces shall be anchored or ballasted as required to prevent flotation regardless .100 of the liquid level in the tank. Vl G' F. Frost protection. All system components shall be designed for protection from freezing and excessive heat loss that could detrimentally affect the system performance. o G. Disposal field sizing. Wastewater disposal fields shall be sized according to the requirements of the following table: P�JG,. O�tita t�(4't� Cs —1 8 M 1MINZ�� Table 6. AWWTS Effluent Application Rates Soil Percolation Rate (minutes/inch) AWWTS Category Application Rate (gallons/day/square foot) I -Trench I -Bed II III 1 -5 1.2 0.8 4 6 6-15 0.8 0.5 3 5 91 16-30 0.6 0.4 2 4 31 -60 0.45 0.3 1 2 61 -90 N/A N/A 0.5 1.0 90-120 N/A N/A 0.3 0.5 1. The above application rates for Category II and Category III systems are valid for systems using a discharge pump or timed dosage only. Category II and Category III systems using gravity feed without timed dosage shall be allowed fifty percent of the above application rates. 2. All categories must use a sand filter layer in gravel soils that have a percolation rate of less than one minute per inch. Q W Municipality of Anchorage Development Services Department -- _ = _ Building Safety Division On -Site Water & Wastewater Program, 4700 Bragaw St. _ P.O. Box 196650 Anchorage, AK 99519-6650 www.ci.anchorage.ak.us (907) 343-7904 Page 1 of 3 On -Site Wastewater Disposal System and/or Well Inspection Report Permit Number: OSP 101 153 PID Number: 0676-21-12000 Name`Wastewater PREFERRED CUSTOM HOMES System: ■ New p Upgrade Y p9 Address: PO BOX 875910-172, *WASILLA, AK 99687 ABSORPTION FIELD Phone: No. of Bedrooms: (907) 376-9136 4 ❑ Deep Trench ■ Shallow Trench ❑ Bed ❑ Mound ❑ Other LEGAL DESCRIPTION Soil Rating: 2.0 Total Depth from original grade: - GPD/Sq. Ft. SEE DWG. Ft. Block: Lot: Subdivision: Depth to pipe bottom from original grade: Gravel depth beneath pipe: — 5 BEAR RIDGE SEE DWG. Ft. 0.73 Ft. Township: Range' Section' Fill added above original grade: Gravel length: _ SEE DWG. Ft. 60 Ft. WELL: El New I] Upgrade Gravel width: 5 Number of lines: 1 Distance between lines: — Ft. Ft. Classification (Private, A.B,C): Total Dept • Cased To:(BEDROCK) Total absorption area: Pipe material: Ft. Ft. 300 so. Ft. D 3034/ F-810/SCH 40 =Driller\�� Date Drilled: �X Static Water Level: Ft. Installer. Date installed: DIRT WORKS 9/9-10/2010 TANK Yield: Pump Set At: Casing Height Above Ground: GPM Ft. Ft. SEPARATION DISTANCES ❑ Septic ❑ Holding v S.T.E.P. ❑ Other* To Septic Absorption Lift Holding Public/Private Manufacturer. GREER Capacity in gallons: 1500 From Tonk Field Station Tank Sewer Lines Well 100'+ 100'+ 100'+ — 25'+ Material: STEEL Number of compartments: 2 Surface Water 100'+ 100'+ 100'+ - - LIFT STATION Lot Line 5'+ 10'+ 10'+— _ Size in gallons: 1500 Manufacturer. GREER/QUANICS Foundation 5'+ 10'+ 10'+ — — "Pump on" level at: 'Pump off" level at: High water alarm at: TIMER TIMER 44" Curtain Drain — 50'+ — _ _ Pump Make & Model: Electrical Inspections `performed by: &i1mc UaCA "1t P—FS-41T Remarks: THIS IS A QUANICS AEROCELL SYSTEM BENCH MARK Location and Description: TOP OF WELL HEAD Assumed Elevation: 100.00 Ft ENGINEER'S SEFIL Inspections performed by: GEG, Ltd. Dates: 1st 9/9/2010 Op 2nd 9/9/2010 _ooboo 0 � ...... .I 3rd 9/10/2010 P� Development Services Department Approval:. -:7 0, 4 • ... Conditional approval: Date: • • • ' • • • • • • • • • • • • • • • • Q *_J f r A. am ss: O� CE -7953 04 s Reviewed and approved by: `ll Date: �p gp'ofess;o�' 4O�ODO��O (Rev. 4/06) / PERMIT NUMBER: OSP 101153 AS -BUILT DRAWING CURTIAN DRAIN DISCHARGES INTO SUBSURFACE DRAINAGE SYSTEM AT / \ ROADSIDE. 1" = CO3 n MT2� TH#5C co, \ \1 TyT RESERVE SITE )\ �Se\ 1 \ `MT1 CO2 NEW DRAINFIELD 4 BEDROOM HOUSE `NEW 1500 GALLON STEP TANK -NEW QUANICS AEROCELL UNIT APPX. LOCATION OF - FRENCH DRAIN. HAS NO DAYLIGHT POINT. GARNESS ENGINEERING GROUP Ltd. CONSULTANTS & GENERAL CONTRACTORS 3701 E. TUDOR ROAD, SUITE 101 • ANCHORAGE, AK 99507 • PHONE (907)337-6179 • FAX (907)338-3246 • WEBSRE: www.gamewangin"ring.com PREPARED FOR: IPHONE NUMBER: PAGE NUMBER: I PREFERRED CUSTOM HOMES 694-4800 2 OF 3 LEGAL DESCRIPTION: DRAWN BY: BEAR RIDGE SUBDIVISION; LOT 5 PNB TYPE OF WORK: DATE: AS—BUILT DRAWING FOR INITIAL SEPTIC SYSTEM 10/21/10 (Rev. UI tub) Qo6�O� *::...1 .: :/./-'`I.....:: WELL W. jf e� A.ness: . CE -79 3 •mac G o f ession°�c� PARCEL ID NUMBER: 676-21-120 / A B C FCO 49.83 4.30 — ST1 55.38 16.22 4.64 MH 60.34 25.20 3.96 'OD#1 67.25 37.21 5.13 OD#2 65.54 37.61 5.15 C01 57.82 41.91 6.73 CO2 80.74 41.98 8.16 MT1 78.90 39.78 — 0O3 47.46 61.68 8.10 MT7 I 4Q ri1 R-� 77 - 1" = CO3 n MT2� TH#5C co, \ \1 TyT RESERVE SITE )\ �Se\ 1 \ `MT1 CO2 NEW DRAINFIELD 4 BEDROOM HOUSE `NEW 1500 GALLON STEP TANK -NEW QUANICS AEROCELL UNIT APPX. LOCATION OF - FRENCH DRAIN. HAS NO DAYLIGHT POINT. GARNESS ENGINEERING GROUP Ltd. CONSULTANTS & GENERAL CONTRACTORS 3701 E. TUDOR ROAD, SUITE 101 • ANCHORAGE, AK 99507 • PHONE (907)337-6179 • FAX (907)338-3246 • WEBSRE: www.gamewangin"ring.com PREPARED FOR: IPHONE NUMBER: PAGE NUMBER: I PREFERRED CUSTOM HOMES 694-4800 2 OF 3 LEGAL DESCRIPTION: DRAWN BY: BEAR RIDGE SUBDIVISION; LOT 5 PNB TYPE OF WORK: DATE: AS—BUILT DRAWING FOR INITIAL SEPTIC SYSTEM 10/21/10 (Rev. UI tub) Qo6�O� *::...1 .: :/./-'`I.....:: WELL W. jf e� A.ness: . CE -79 3 •mac G o f ession°�c� / N / SCAL 1" = CO3 n MT2� TH#5C co, \ \1 TyT RESERVE SITE )\ �Se\ 1 \ `MT1 CO2 NEW DRAINFIELD 4 BEDROOM HOUSE `NEW 1500 GALLON STEP TANK -NEW QUANICS AEROCELL UNIT APPX. LOCATION OF - FRENCH DRAIN. HAS NO DAYLIGHT POINT. GARNESS ENGINEERING GROUP Ltd. CONSULTANTS & GENERAL CONTRACTORS 3701 E. TUDOR ROAD, SUITE 101 • ANCHORAGE, AK 99507 • PHONE (907)337-6179 • FAX (907)338-3246 • WEBSRE: www.gamewangin"ring.com PREPARED FOR: IPHONE NUMBER: PAGE NUMBER: I PREFERRED CUSTOM HOMES 694-4800 2 OF 3 LEGAL DESCRIPTION: DRAWN BY: BEAR RIDGE SUBDIVISION; LOT 5 PNB TYPE OF WORK: DATE: AS—BUILT DRAWING FOR INITIAL SEPTIC SYSTEM 10/21/10 (Rev. UI tub) Qo6�O� *::...1 .: :/./-'`I.....:: WELL W. jf e� A.ness: . 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August 24, 2011 Municipality of Anchorage Community Development Department -Development Services Division Pa Box 196650 Anchorage, AK 99519-6650 RE: Lot 5 Bear Ridge Circle/Eagle River Contractor: Preferred Homes To Whom It May Concern: The above named property has been wired to current NEC codes. if you need further information, please do not hesitate contacting me at 907-232-9002. Sincerely, Todd A. Hecker Point MacKenzie Electric, LLC - fir #a. • Wasilla. AK 99654 - Fax 907-357-9030. Owners: Todd Hecker 907-232-9002. Dave Hecker 907-252-4749 Permit Number: Tax Code Number: Work Type: On-Site Wastewater Disposal System Permit OSP101153 06762112000 Septic 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 Initial Permit Effective Dates: August 18, 2010 to August 18, 2011 Design Engineer: GARNESS ENGINEERING GROUP LTD Subdivision: BEAR RIDGE Site Legal Address: BEAR RIDGE LT 5 G:0604 Owner/Address: CIZEK JENNIFER & JOSEPH PO BOX 770344 EAGLE RIVER AK 995770000 Site Mailing Address: Lot Size in Sq Ft: 54450 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. Special Provisions: The proposed disposal field mound shall be vegetated. Received By: / Issued By. .~%,;~ / ,/ Municipality of Anchorage P.O. Box 196650 0 4700 Elmore Road Anchorage. Alaska 99519-6650 0 (907) 343-7904 0 Fax (907) 343-7997 http://www.muni.orn/Onsite Development Services Department On -Site Water and Wastewater Program relent S, Department * * * * VARIANCE/WAIVER REVIEW * * * * WR#: OSP101154 HA#: PID#: 067-621-12 Legal Description: Bear Ridge, Lot 5 Engineer: GEG Applicant: Brook Stiltner Permit#: OSP101153 Your request for a waiver of the required 50 feet horizontal separation from the absorption field to a slope greater than 25% has been approved. The approved separation distance is 35.0 feet. This waiver approval applies to the existing absorption field only. Any future upgrade to the on- site wastewater disposal system will require all separation distances be met or another approval from this department. ............................................................................... Waiver is Granted: X WW.' t Granted: Date: 8/18/2010 Approved i Namtko-f Reviewer Rec#: 012945 Amount: $200.00 Date Paid: -811 1 /10 **** VARIAN C E/WAIVER REVIEW **** Municipality of Anchorage Development Services Department Building Safety Division On-Site Water & Wastewater Program 4700 Bragaw St. P.O. Box 196650 Anchorage, AK 99519-6650 www.ci.anchorage.ak.us (907) 343-7904 ON-SITE SEWER/WELL PERMIT APPLICATION ~¢,c¢,;, .,~/-'~0il FOR A SINGLE FAMILY DWELLING Parcel I.D. 06 ~- ¢.~ )-t'Z Property owner(s) C//O BROOK STILTNER Day phone 694-4800 Mailing address 11525 OLD GLENN HIGHWAY, EAGLE RIVER, AK Site address Zip Code 99577 Legal description (Sub'd, Block & Lot ) BEAR RIDGE SUBDIVISION; LOT 5 Legal description (Township, Section & Range) Lot Size Sq. Ft. Number of Bedrooms 4 THIS APPLICATION IS FOR ( [~all that apply): THIS APPLICATION IS AN: Absorption Field [] Initial Septic Tank [] Upgrade Holding Tank [] Renewal Privy [] Private Well [] Water Storage [] I certify that the above information is correct. I further certify that this application is being made for a Single Family Dwelling and is in accordance with applicable Municipal codes. GARNESS ENGINEERING GROUP, Ltd. Permit/Rush Fees: Date of Payment: Receipt Number: (Rev. 11/05) Waiver Fees: Date of Payment: Receipt Number: GARNESS ENGINEERING GROUP, Ltd. August 9, 2010 Municipality of Anchorage Development Service Department On-Site Water & Wastewater Program 4700 South Bragaw Street P.O. Box 196650, Anchorage, Ak 99519-6650 (907) 343-7904 Ref: Proposed Septic System for Bear Ridge Subdivision; Lot 5 To whom it may concern: The proposed 4 bedroom house will be served by an existing private well and proposed septic system. Three test holes have been excavated on the property. The proposed septic system will be designed around the 30 foot radii of test holes #5B and #5C. Due to the presence of shallow groundwater and the limited area for a proposed septic system, we are proposing that an advanced wastewater be utilized for this property. We are proposing that a 1500 gallon STEP tank, a Quanics Aerocell treatment system and 5-wide type drainfield with 2 foot sand filter be installed. Comments regarding the proposed design are summarized as follows: 1. SOILS: Attached are the logs which shows the soil classifications, groundwater monitoring, and the percolation test results. Since the percolation rates for the test holes ranged from 5.5 to 48 minute/inch, we are proposing to use a 2.0 gallons/day/ft2 application rate for this design. 2. DRAINFIELD DESIGN: See attached design drawing for drainfield specifications. 3. SURFACE WATERS: There are no surface waters within 100 feet of the proposed septic system. 4. TOPOGRAPHY: As can be seen on the attached design drawing, the area around the drainfield a 5 to 10 percent slope running from approximately northeast to southwest. There is a cutbank (slope greater than 25 percent slope) west of the proposed drainfield. Attached is a cross-section of the slope conditions. As can be seen on the detail drawing, at a 25 percent slope 2.5 feet above the top of the proposed drainfield, the slope does not daylight with 50 feet. We are requesting a 35 foot waiver for the alternate site. The area below the drainfield and the cutbank is heavily vegetated and there is minimal concern with the granting of this waiver. 3701 E. Tudor Road, Suite 101 * Anchorage, AK 99507-1259 Ph: (907) 337-6179 * Fax: (907) 338-3246 * Website: www.garnessengineering.com I am unaware of any adverse impacts this installation would have on adjacent wells or septic systems. If you have any questions, please contact me at 337-6179. Thank you for your assistance. P.E., M.S. NO TE: Attached is a site plan drawing, a design drawing, two detail drawings, three soil logs, and a 7 page construction specification letter which are all part of the design package for this septic system. 3701 E. Tudor Road, Suite 101 * Anchorage, AK 99507-1259 Ph: (907) 337-6179 * Fax: (907) 338-3246 * Website: www.gamessengineering.com I I t (VACANT) I' ~ '~ x I / / ~P~P~ .0~~ I / ~, ~l , ~ ,' / ~OUSE ,~ ~ /' ~ '~ '/ ~O Lure ~u; . I ~1 l : ~ / SEPTIC I ~ ~. B~RXRIDGE S/D ' ~ _/ ~J /j J TH~SC~ / SYSTEM / T~CT ~. ~ / / ~ / ~I~' ~ ~ x~.~. ~ / ~ ROBERT T. THOMAS S/D I J / / ~ ~ '~ ~ //' I TRACT 4; xt / LOT 8; % Y · ~ /~ / '~. / B~R %D~ S/D~ ~ k ~ ~' I ROBERT T. THOMAS S/D X N / / I SCALE: ~ / I ~" = ~oo' .. ~ ~ '-.~: OAR.NESS ENOINEERINO GROUP, Ltd. ff~ }'i"t9 ' ~.~;~.~ ~....~ ~.;~.~ ff... ~ · . ,.~ ...... ,. ..... : .... ,701 E. TU.R ~, SU. 101 ' .CliO.E, . 99507 PHONE (907),57-6179 · F. (907)5.-,2. * WEeS. , ,,n.,.g ~PREPARED FOR: 'PHONE NUMBER: . PAGE .... NUMBER: ..... .... ~.~.~,.: ~:~ :~ /~} ]~ "~ BROOKE STILTNER I ( oz)es.-,soo I 1 "? LEGAL DESCRIPTION: D~WN BY: ~h~ ~ ~~2~;~ BEAR RIDGE SUBDIVISION; LOT 5 J.L.M, ~ ' '" DESIGN CRITERIA: GEG, Ltd. HAS A 7 PAGE SPECIFICATION I LETTER THAT PERTAINS TO THIS DESIGN. NUMBER OF BEDROOMS: 4 TO OBTAIN A COPY OF THE LETTER i GALLONS PER DAY (GPD): 600 ~ CONTACT GEG. BY PROCEEDING FORWARD PERCOLATION RATE/S: 5.5 AND 48 MIN./INCH WITH THIS iNSTALLATION, THE ENGINEER, PROPOSED APPLICATION RATE: 2.0 WELL DRILLER, CONTRACTOR, AND ~ I MINIMUM DRAINFIELD SQ.FT,: 300 PROPERTY OWNER AGREE THAT THEY I ~ HAVE READ THESE SPECIFICATIONS AND ~ _ ~i DRAINFIELD DESIGN: AGREE TO ACCEPT THE TERMS AND  LENGTH: 60 FEET M.O.A. APPROVED SAND FILTER: 2.0 FEET ~ ~ I _SCALE:. I EFFECTIVE: 0.5 FEET ACTUAL SQ.FT.: 300 EXISTING ~00 F£ET W£ / '~1 \ "- '"":"-' ,[ ~ ~- '~ ~ 00~./ \ '"""--INSTALL FOUNDATION CLEANOUT j t~, ~5~'~5~ \/' ~./~ 9 ~ h /--PROPOSED 650 AEROCELL UNIT ~ \\ WITH INTERNAL JANDY VALVE \ I I "~ / ' .............. / \\ \\ ~¢~ NOTE' THE CONTRACTOR SHALL HAVE \ I ' I / ALTERNATE SITE -~- \ 3 \~"~' THE '100 FOOt WELL RADIUS AND \~J'~ ~//" THE SOUTH LOT INE FLAGGI D BY  / REGISTERED LAND SURVEYOR PRIOR ~ /~ v THE SOUTH LOT UNE FLAGGED BY A TO ANY CONSTRUCTION. OARNSSS ROUP, Ltd. :,::: CONSULTANTS & G~NERAL GONTRA~TORS :~:: ~701 ~. ~UDOR ROAD, SUITE: 101 ' NqCHORAGE, AK 9950? PHONE: (907)~37-6179 ~ FAX (9o?)~a-3a46 · w~sn~ w~w.gurn~nqin~n§.com PREPARED FOR: I PHONE NUMBER: I PAGE NUMBER: BROOKE STILTNER I 694-4800 I 2 0 F ~ OF PROPOSED SEPTIC SYSTEM / /z u mm --If- m~ c~ ITl -rI r- CZ Z --I CZ -D 0 Z 0 -q Z : ~ ZO t- O0 z_ CO --t CO CO '-r m 711 mm 0 C C -0 7 r-- Frl -- ~> DRAWN BY: DATE:8/9/2010 J.L.M. LEGAL DESCRIPTION: BEAR RIDGE SUBDIVISION; LOT 5 TYPE OF WORK: DESIGN OF QUANICS AEROCELL SYSTEM PREPARED FOR: BROOKE STILTNER PHONE NUMBER: 694-4800 CONSULTANTS & GENEP~L CON TI~.ACFOF,,S E. 'I1JDOR ROAD. SUITE 101. ANCHORAGE, AK. 99507 PHONE: (907) 557-6179./FAX: (907) 5~8 5246 PAGE: 5 OF4 m~ Z 0 C Z -H -H Z F~ o \ m m \ © ~> © © © DRAWN BY: DATE:8/9/2010 d.L.M. LEGAL DESCRIPTION: BEAR RIDGE SUBDIVISION; LOT 5 TYPE OF WORK: CROSS SECTION OF PROPOSED DRAINFIELD PREPARED FOR: PHONE NUMBER': BROOKE STILTNER 694-4800 lNG. GROUP, Ltd. & GEN EP~L ~ O~ TF;AC¥:OE.S GAR. NiESS iENGIN'iEiEiRI'NG. GRO'UP, iLtd. CONSULTANTS & GENERAL CONTRACTORS 3701 E. TUDOR ROAD, SUITE 101 ANCHORAGE, AK. 99507 s PHONE: (907)337-6179 * FAX: (907)558-52~,6 $ WEBSlTE: gornesaenglneeHng.cod ISOIL LOG - PERCOLATION TESTI \ LEGAL DESCRIPTION: PROPOSED LOT 5; CIZEK SUBDIVISION PERFORMED FOR: JOE CIZEK DATE: 5/29/2003 ORGANICS [TEST HOLE #5AI SOIL CLASSIFICATIONS GM/ML DENSER w/ DEPTH SOILS LOGGED BY: GW ~ ORG GP ML OM CL GC OL SW NH SP CH SM OH SC DEPTH TO GROUNDWATER DATE DRY 5/29/2003 DRY 6/12/2003 DRY 9/24/2003 SEE ATTACHED SITE PLAN DATE READING CLOCK NET TIME WATER LEVEL NET DROP TIME (MINUTES) READING (INCHES) PERCOLATION RATE - (HIN./INCH) PERC. HOLE DIA. - TEST RUN BETWEEN - FT. AND - FT. A FOUR HOUR PRESOAK WAS PERFORMED: r'-IYES F-lNG CALEB GALL PERCOLATION TEST PERFORMED BY: - (INCHES) COMMENTS: PERFORMED BY CEO, Ltd. I, JEFFREY A. GARNESS, CERTIFY THAT THIS WAS PJERF~ORMED IN ACCORDANCE WITH ALL STATE AND MUNICIPAL GUIDELINES IN EFFECT ON THIS DATE: ~/c~'//b GARNESS ENGINEERING GROUP, Ltd. CONSULTANTS & GENERAL CONTRACTORS :: 5701 E. TUDOR ROAD, SUITE. 101 * ANCHORAGE, AK. 99507 * PHONE: (907)337-6179 * FAX: (907)558-3246 * WEBSITE: gomessengineering.com ISOIL LOG - PERCOLATION .TESTI LEGAL DESCRIPTION: LOT 5; BEAR RIDGE SUBDIVISION (PROPOSED LOT 5; CIZEK S/D) PERFORMED FOR: JOE CIZEK DATE: 3/24/2004 ORGANICS GM/SM TO SM/ML SOILS LOGGED BY: COMMENTS: TEST HOLE #5B SOIL CLASSIFICATIONS OW ~ ORG GP ML GM CL GC OL SW NH SP CH SM OH SC DEPTH TO GROUNDWATER DATE DRY 5/24/2004 8.5' 5/26/2004 *4' 3,,/51/2004 8.5' 5/17/2004 SEE ATTACHED SITE PLAN DATE READING CLOCK NET TIME WATER LEVEL NET DROP TIME (MINUTES) READING (INCHES) 3/24/2004 1 2:10 - 6- _ 2 2:51 30 1/2" 5 1/2" 3 2:31 - 6,, _ 4 3:10 30 1/2" 5 1/2" 5 3:10 - 6- _ 6 3:31 30 1/2" 5 1/2" PERCOLATION RATE 5.5 (MIN./INCH) PERC. HOLE DIA. 6 (INCHES TEST RUN BETWEEN 2.5 FT. AND 3.0 FT. A FOUR HOUR PRESOAK WAS PERFORHED: · YES [] NO JODY MAUS PERCOLATION TEST PERFORMED BY: NICK HEITSTUMAN *LEVEL BELIEVED TO BE INACCURATE DUE TO SNOW MELT RUNNING INTO BENCH. PERFORMED BY GEG, Ltd. I, JEFFREY A. GARNESS, CERTIFY THAT THIS WA~ P~RFORMED IN ACCORDANCE WITH ALL STATE AND MUNICIPAL GUIDELINES IN EFFECT ON THIS DATE: ~/~,//z~ (;.A:RNESS :E'NG:IN':E:E:R..I?"dG G'.RO'U:P, :Ltd.. ~.~.~.~." ~¢ ~ '"...~.{~ CONSULTANTS & GENERAL CONTRA=CTORS _T tso~ ~o~ - ~E~CO~no. ZES~I PERFORMED FOR: BROOK STiLT. ER DATE: 8/2/2010 DEPTH ~ (feet) .~ TEST 5C i ~'~::: ORGANICS HOLE# SOIL CLASSIFICATIONS GM CL GC OL GM/SM ~ SW NH s , ' o~ SEE ATTACHED sc SITE PLAN DEPTH TO GROUNDWATER DATE DRY ,8/2/20~0 z' 8/~/2010 10 GM/SM/ML 11 ' DATE READING CLOCK NET TIME WATER LEVEL NET DROP TINE (MINUTES) READING (INCHES) 12 8/3/2010 1 12:22 - 6,, _ 2 12:52 50 5-5/8" 5/8" 3 12:52 - 6,, _ 15 4 1:22 50 5-3/8" 5/8" 14 5 1:22 - 6,, _ 6 1:52 30 5-3/8" 5/8" 15 16 17 18 19 PERCOLATION RATE 48 (NIN./INCH) PERC. HOLE DIA. 6 (INCHES) TEST RUN BETWEEN 3.0 FT. AND 4.0 FT. 2O A FOUR HOUR PRESOAK WAS PERFORNED: · YES [] NO SOILS LOGGED BY: JODY MAUS PERCOLATION TEST PERFORNED BY: ROB CAMPBELL COMMENTS: PERFORMED BY GEG, Ltd. I, JEFFREY A. GARNESS, CERTIFY THAT THIS WAS ?ER/~ORMED IN ACCORDANCE WITH ALL STATE AND MUNICIPAL GUIDELINES IN EFFECT ON THIS DATE: DEPTH TO GROUNDWATER DATE DRY 8/2/2010 7' 8/9/2010 Mar. 1. 2005 3:10PM Garness Enaineerins Group, Ltd. No.41146 Y. ; �tCe�[�te�► �r�lit�g �.og SULUVANWe Co. MATER WELLS zfe 7Y crj.-jp TY d, f -'V t 6,af Esc �7't b ff T S' LW 6AAalrc� -iENTI[Nk It IS Me r�or'ty of the PrtPellY owner to submit &Wiwme t of ntM � Services and/or M Of he weU wFOMMrstal � . Muic�aeEt �epa'Vnent of ■ now 2:0/T0 39Jd ■ wArTrs 69M89 10:00 666T/T0/T0 :� SM or R PRANK )L hrURROII SKI ;' l , GO ER.VOR DEPARTMENT OF NATURAL RESOURCES/ DIVISION OF MINING, LAND AND WATER r l 550West 7•Awnne,Smile 1020 Anchorage, Alaska 99501-3561 Phone: (907)169-0600 far907)169.8947 March 31, 2005 Municipality of Anchorage Planning Department Attn: Julie Makela 4700 Bragaw St. Anchorage, AK 99507 Re: Cizek Wells, Lots 5 and 11, Bear Ridge Subdivision, Eagle River, Alaska Dear Ms. Makela: To follow up on our telephone conversation this afternoon, I am enclosing for your files a copy of the Department of Natural Resources' letter of compliance to Mr. Joseph Cizek. Sincerely, Patricia Bettis Natural Resource Manager Encl. Cizek letter dated 31 March 2005 TmI4, rsmene aN [&hake lit" Cnaam br Pm t W rove Ankara' Cj I'rinmd un Itcp dnl I'.gk•r 3787E or 8USKA DEPARTMENT OF NATURAL DIVISION OF MINING, LAND AND WATER March 31, 2005 Joseph Cizek 23916 Chandelle Drive Chugiak, AK 99567 FRANXII. AIURXOWSRI, GOVERNOR 550 Wal 7" Awnue, Suhe 1070 Anchorage, Alaska 99501-3161 Phone: (907)769-3600 Fax: (907) 2694947 Re: Notice of Compliance, Water Wells Lots 5 and 11, Bear Ridge Subdivision, Eagle River, Alaska Dear Mr. Cizek: A second field inspection of the above referenced welts was conducted by the Department of Natural Resources on 31 March 2005. There was no evidence of water flowage from either of the wells. The wells seem to be adequately plugged. It appears that you are In compliance with all Issues raised in the Department of Natural Resources, Division of Mining, Land and Water, Water Resources Section's letter dated 27 January 2005. Please be aware that additional work may be required when pitless adapters are Installed to develop the wells. Thank you very much for your cooperation in resolving this matter. If you have any questions In the future concerning the Alaska Water Use Act and/or water rights, please do not hesitate to contact me at telephone (907) 269-8620. Sincerely Patricia Bettis Natural Resource Manager Tenlop. (mneme ad fah IaneO ler br ham/ W hat Aril' 0 Primed on k cY' 1,d 11awr Municipality of Anchorage Development Services Department • +1 Building Safety Division Onsite Water and Wastewater Program 4700 South Bragaw St. P.O. Box 196650 Anchorage, AK 99519-6650 www.muni.org/onsite (907)343-7904 ON-SITE SEWER/WELL SUBMITTAL COMMENT SHEET To: harness Engineering Group Legal description: T13N. RIE, Section 4. NWI/4 25 Acres, Proposed Lot 5 The attached paperwork has been reviewed and is being returned for the following reasons: ❑ Original signature or stamp missing on ❑ Calculation error in design. _ ❑ Additional soils information needed. _ ❑ Water monitoring results inadequate. ❑ Discrepancy in information submitted. _ ❑ Topographic information missing or inadequate. ❑ Incomplete; missing _ ❑ Incomplete; missing _ ❑ Additional adequacy test information needed. ❑ Water sample unacceptable. _ ❑ Measured/proposed distances/dimensions missing. ❑ Locations of all soils, percolation and water monitoring tests not shown. ❑ Proposed system too deep for soils information submitted. ❑ Well log required. _ ❑ Omission in narrative. ❑ Insufficient fill over tank or field._ Name of reviewer. Julie Makela. P.E. Date: 3/3/2005 Please supply the necessary information and re -submit your request. LEAVE THIS FORM ATTACHED TO THE PAPERWORK MUNICIPALITY OF ANCHORAGE Development Services Department Onsite Water & Wastewater Program 4700 South Bragaw Street P.O. Box 196650, Anchorage, AK 99519.6650 (907) 343-7904 ON-SITE WATER SUPPLY PERMIT Initial Date Issued: Jul 27. 2004 Expiration Date: Jul 27, 2005 Permit Number: SW040293 PAor"p turf Parcel ID: 050-401-22 Legal Description: T13N RIE SEC 4 NW4 25 ACRES Design Engineer: 0855 Garness Engineering Group, LTD Site Address: 030545 EAGLE RIVER RD Owner Name: JOE CIZEK Lot Size: 1089000 SO. FT. Owner Address: 30545 EAGLE RIVER ROAD Total Bedrooms: 4 Permit Bedrooms: 4 EAGLE RIVER. AK 99577-0000 This permit is for the construction of: ❑ Disposal Field ❑ Septic Tank ❑ Holding Tank ❑ Privy ❑✓ Private Well ❑ 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 engineer must notify DSD at least 2 hours prior to each inspection. Provide notification by calling (907) 343-7904 ( 24 hours ). ( Not required for a Water Supply Permit only ). 4. From October 15 to April 15, a subsurface soil absorption system under construction during freezing weather must be either: A. Open and closed on the same day. B. Covered, sealed, and heated to prevent freezing. 5. The following special provisions. -THIS IS FOR THE PROPOSED LOT 5 -WHEN THE WELL HAS BEEN COMPLETED AND SATISFACTORY WATER PRODUCTION HAS BEEN DETERMINED, THE WELL DRILLER SHALL PLACE AN APPROVED SANITARY SEAL ON THE WELL HEAD AND NO PITLESS ADAPTER OR PUMP SHALL BE INSTALLED UNTIL AN APPROVED WASTEWATER DISPOSAL SYSTEM HAS BEEN CONSTRUCTED. Received By: Date: f-7 A 6 Issued By: (_Ill Date: j -Z 2 0 Municipality of Anchorage Development Services Department / Building Safety Division Onsite Water & Wastewater Program 4700 South Bragaw St. P.O. Box 196650 Anchorage, AK 99519-6650 www.ci.anchorage.ak.us (907)343-7904 ON-SITE SEWER/WELL PERMIT APPLICATION FOR A SINGLE FAMILY DWELLING Parcel I.D. L so — Q0I — 01) Permit Number Property owner(s) JOE GIZEK Day phone 240-8430 Mailing address (1) 30545 EAGLE RIVER ROAD • EAQLF RIVER. AK. Mailing address (2) Legal description (Lot, Block & Sub'd.) Legal description (Section, Township & Range) Lot Size `r Mq • 00b Acres/Sq.Ft. THIS APPLICATION IS FOR: Zip Code 99577 PROPOSED LOT 5 Number of Bedrooms 4 2s Sewer Only ❑ Well Only E Sewer and Well ❑ Water Storage ❑ Sewer Upgrade ❑ THIS PROPERTY CONTAINS: Hot Tub ❑ Jacuzzi ❑ Swimming Pool ❑ Water Softening Unit ❑ Therapy Pool ❑ certify that the above information is correct. I further certify that this application is being made for a Single Family Dwelling and is in accordance with applicable Municipal codes. GARNESS ENGINEERING GROUP, Ltd. Permit Fees: 115.0b Date of Payment: '4 19 t l og Receipt Number. 56 590 04— Waiver Date of Payment: Receipt Number. GARNESS ENGINEERING GROUP, Ltd. e-= CONSULTANTS & GENERAL CONTRACTORS �^ z� July 21, 2004 Municipality of Anchorage Department of Health & Human Services Division of Environmental Services On -Site Services Section P.O. Box 196650 Anchorage, Alaska 99519-6650 Ref: Exploratory Wells for Proposed Cizek Subdivision, We request a well permits to have two exploratory well drilled for the purpose of subdivision. Attached is a site plan for the proposed well locations. A draw down test will be performed on these two wells and the existing well which serves the existing house on the property. have anylt46e4ions, please contact us at 337-6179. Thank you for your assistance. E., M.S. 3701 E. Tudor Road, Suite 101 • Anchorage, AK 99507 Ph: (907) 337-6179' Fax: (907) 338-3246' Website: gamessengineering.com TH 1 T+ EI - PROPOSED LOT 12. `Y PROPOSED LOT 4, 1 I TH I I I I ' I 1 I I _ I � � ♦ I 1 i''H/ f � ` / PROPOSED LOT It,/ +TH s 290' i j 1 I 1 1 T \ TH TH \\\ PROPOSED LOT S, /I PROPOSED LOT 10, `♦ `♦\ '�}' �� I I 134 —I H I -- �Hr PROPOSED LOT S. 1 ♦\ PROPOSED LOT 9, j / ` I / ISTING WELL \ 1 / \ 1 1 1 1 I I I I 1 1 1 \ / TH I I I I PROPOSED LOT 8, I 1 I PROPOSED LOT 7, I 1 I I I I �,..:- ,.. DATE: 7/21/2004•;�,, �• .� C/ ..... JI Is : •4 7 �¢' DRAWN BY: R.A.L. GARNESS ENGINEERING GROUP, Ltd. SCALE: CONSULTANTSB GENERAL CONTRACTORS 1" — 1OO• 3701 F TUDOR ROAD SMI 101 • pNf.MMipf.F p% 0070) • PNONF 00)H]) -AAO • Fp% (00)UlA-JtAA •" " PREPARED FOR PAGE NUMBER: JOE CIZEK 1 OF 1A ... . ... ..... ........ti r . am ss: <> ' 79 3 •' : r LEGAL DESCRIPTION: CIZEK SUBDIVISION +y'i�'. �qNc' �J�'3�dP u f-'- � TYPE OF WORK: SITE PLAN FOR EXPLOTRATORY WELLS Municipality of Anchorage Development Services Department Building Safety Division On-Site Water & Wastewater Program 4700 Elmore Road P.O. Box 19665O Anchorage, AK 99519-6650 www.muni.org/onsite (907) 343-7904 CERTIFICATE OF ON-SITE FOR A SINGLE FAHILY Parcel I.D. ~ 1. GENERAL INFORMATION SYSTEHS APPROVAL DWELLING COSA# ¢-~-~ t li .~'~'~ Expiration Date: / ~'~,, '/~-/! Complete legal description BEAR RIDGE LOT 5 Location (site address) 5555 BEAR RIDGE CIRCLE *EAGLE RIVER, AK 99577 Current Property owner(s) Mailing address Lending agency Mailing address Real Estate Agent ' Mailingaddress Unless otherwise requested, COSA will be held by DSD for pickup. NUMBER OF BEDROOMS: 4 PREFERRED CUSTOM HOMES Day phone PO BOX 875910-172 *WASILLA, AK 99687 907-576-9136 Day phone Day phone 3. TYPE OF WATER SUPPLY: TYPE OF WASTEWATER DISPOSAL: Individual Well [] Individual On-site [] Individual Water Storage [] Individual Holding tank [] Community Class__Well [] Community On-site [] Public Water System [] Public Sewer [] The Municipality of Anchorage Development Services Department (DSD) Issues Certificates of On-Site Systems Approval (COSA) based only upon the representations given in paragraph 4 by an independent professional civil engineer registered in the State of Alaska. Certificates of On-Site Systems 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 COSAs upon request to homeowners. Certificates of On-Site Systems 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 samples. (Certificates may be reissued for a period of up to one year with valid water samples.) Certificates 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 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. Phone 357-6179 Address .3701 E. TUDOR ROAD, SUITE 101 * ANCHORAGE, AK 99507 Engineer's Printed Name JEFFREY A. GARNESS, P.E. Date Engineer's Comments: In conducting this evaluation, GEG, LtD. attempted to provide a thorough, conscientious engineering analysis of the system in accordance with ADEC and MOA DSD Guidelines & Regulations. The reported results described the performance of the system under the conditions encountered at the time of the test, and separation distances measured to readily identifiable features. The operational life of all wells and septic systems depend on the local soils condition, groundwater levels that may fluctuate during the year, and the water usage of the family being served by the system. These conditions are outside the control of the evaluator of the system. Satisfactory test results do not guarantee future performance of the system, nor do they guarantee that there are no hidden defects or encroachments. GEG, LTD. can therefore not provide anY warranty or future estimate of how long the system will continue to meet the operational requirements of the ADEC or MOA DSD. The content of this rePort is for the sole benefit of the owner listed above. Any reliance upon or use of this report by any other person or party is not authorized, nor will it confer any legal right whatsoever. DSD SIGNATURE 'ii Approved for L/ Disapproved. Conditional approval for __ bedrooms. 0N-SITE '-. : WATER AND . ;. WASTEWATER ; PROGRAM ..' bedrooms, with the following stipulations: -~ ~.,,°oo o* ",, ;7;;; Attachments: COSA Checklist Septic System Advisory Well Flow Advisory Nitrate Advisory (Rev. 11CY~/ Arsenic Advisory Maintenance Agreements Supplemental Engineer's Report Other ~/~(~-~' .~. Original Certificate Date: Municipality of Anchorage Development Services Department CERTIFICATE Legal Description: BEAR WELL DATA Well type PRIVATE Date completed 8/.3/04 Total depth 164 ff. Date of test Static water level Well production Building Safety Division On-Site Water & Wastewater Program 4700 Elmore Road P.O. Box 196650 Anchorage, AK 99519-6650 www.muni.org/onsite (907) 343-7904 OF ON-SITE SYSTEMS RIDGE LOT 5 APPROVAL CHECKLIST Parcel ID: ©G If A, B, or C provide PWSID# N/A Well Log (Y/N) YES Sanitary seal (Y/N) YES Wires properly protected (Y/N) *N/A Cased to 164 ff. Casing height (above ground) 24 FROM WELL LOG AT INSPECTION 8/.3/04 8/24/ ARTESIAN f. ARTESIAN f. 40 g.p.m. 3.1 g.p.m. *PER OWNER, HOUSE WILL BE SERVED BY A BOOSTER PUMP IN WATER SAMPLE RESULTS: THERE IS NO WELL PUMP. Nitrate 0.294 mg./L. Collected by: GEG, Ltd. Date of sample: 8/11/11 Coliform O colonies/100 mi. Arsenic: ND ug./L. SEPTIC/HOLDING TANK DATA Tank Type/Material Tank size 1,500 gal. STEP/STEEL Date installed 9/9-10/10 Number of Compartments 2 Cleanouts (Y/N) YES Foundation cleanout (Y/N) YES Date of pumping NEW ABSORPTION FIELD DATA Date installed' 9/9-10/10 Depression over tank (Y/N) NO Pumper I *BELOW FINSL GRADE I Soil rating (g.p.d./ft2or~ 2.0 High water alarm (Y/N) YES System type in. HOUSE. SHALLOW TRENCH Length · 60 ft. Width 5 ft. Gravel below pipe 0.7.3 ft. Total depth .3.63+ ft. Eft. absorption area .300 ft2 Monitoring tube YES Depression over field NO Date of adequacy test NEW Results (Pass/Fail) PASS For 4 bedrooms Fluid depth in absorption field before test - in. Water added - gal. New depth - in. Elapsed Time: - min. Final fluid depth - in. Absorption rate >= 600+ g.p.d. Any rejuvenation treatment (past 12 mo.) (Y/N & type) NONE KNOWN If yes, give date - D. LIFT STATION Date installed 9/9-10/10 Size in gallons 1500 "Pump on" level at TIMER in. "Pump off" level atTIMER in. Datum BOTTOM OF TANK Cycles tested NEW E. SEPARATION DISTANCES SEPARATION DISTANCES FROM WELL ON LOT TO: Septic tank/lift station on lot Absorption field on lot , 100'+ Public sewer main N/A Sewer/septic service line 25'+ Animal containment areas. 50'+ 100'+ Manhole/Access (Y/N) YES High water alarm level at 46 Meets alarm & circuit requirements? YES ,in. On adjacent lots 100'+ On adjacent lots 100'+ Public sewer manhole/cleanout Holding tank N/A Manure/animal excrete storage areas N/A 100'+ Building foundation Water main Wells on adjacent lots SEPARATION DISTANCES FROM SEPTIC/HOLDING TANK ON LOT TO: 5'+ Property line. 5' + N/A Water service line 10' + 100'+ SEPARATION DISTANCE FROM ABSORPTION FIELD ON LOT TO: Absorption field 5'+ Surface water. 100'+ Property line Water service line 10'+ 10'+ Curtain drain 50'+ F. COMMENTS Building foundation. 10'+ Surface water 1 oo'+ Wells on adjacent lots. 100'+ Water main N/A Driveway, parking/vehicle storage 10'+ 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. Engineers Printed Name JEFFREY A. GARNESS Date COSA Fca, G Data of Payment Receipt Number (Rev. 11/05) Waiver Fee $ Date of Payment Receipt Number 0'0' ASBUILT I HEREBY CERTIFY THAT I HAVE SURVEYED THE FOLLOWING DESCRIBED PROPERTY: AND THAT NO ENCROAC~IMENTS EXIST EXCEPT AS INDICATED. IT IS THE RESPONSIBILITY OF THE OWNER TO DETERMINE TH~ EXISTENCE OF ANY EASEMENTS, COVENANTS, OR RE,~;TRICTIONS WHICH DO NOT APPEAR ON THE RECORDED SUBDI- VISION PLAT. UNDER NO CIRCUMSTANCES SHOULD ANY DATA BE USED ~S'TRt OF FENCE LINI OR FOR HING BOUND- ARY LINES. SEWARD & ASSOCIATES LAND SURVEYING SCALE: DATE. GRID.' DRAWN~.. 694-082q Sep. 1. 2011 10'42AM Garl s Ensineerina Group, Ltd. No,1813 P. 2 ADVANCED WASTEWATER TREATMENT SYSTEM MAINTENANCE AND REPAIR AGREEMENT MEMORANDUM OF UNDERSTANDING BETWEEN MUNICIPALITY OF ANCHORAGE THIS MEMORANDUM OF U-NDERSTANDING made and entered into as of this ..J_~..... Day of _~? km ~e r o f'20 !1 , by and between ~ herein the "OWNER," and the Municipality oF Anchorage., herein the "MUNICIPALITY." in consideration of the mutual covenan[s contained herein, the parties to this Memorandum of Understanding agree as l~Ilows: 1, ADVANCED WASTEWATER TREATMENT SYSTEMS. Municipality grants permission to Owner to utilize and operate an Advanced Wastewater Treatment System (AWWTS), described as (_~(&6~f}; C.,~ located at . ~-¢&C. }~(c~0~C_~ ~ -~_ ,Anchorage, Alaska. 2. Definitions. A. Alteration. Any change to the design or function o'ran AWWTS that Includes the installation or removal of any parts, components or pieces rtot included in the original construction permit and design. Prior to performing any alterations to an AWWTS the owner must obtain a Wastewater Disposal System Construction Pem~it fi'om the Municipality pursuant to Anchorage Municipal Code (hereinafter, "AMC") 15.65. Certificate of On-Site Systems Approval. An approval by the Municipality of existing water and wastewater disposal systems g~ven at the time of property sale and title translbr in accordm~ce witI~ AMC 15.65. 8ep. ], 2011 ]0'42AM Garness Engineering Group, Ltd. No,1813 P. 3 These approvals certit]y 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. C. Damage. Any ma,-made or natural change in a system that would inlfibit fl~e system [?om perfom-dng as desi[,med. D. Maintenance and Repair. The scheduled and as needed replacement of existing parts, components and pieces o1' an AWWTS that were included in the original design which would allow the AWWTS to continue to perform as designed. E. Permit (Construction) An On-Site Wastewater Disposal System Construction Pen:ait as defined by AMC 15.65. F. Permit (Operating) An Advanced. Wastewater Treatment System Operating Peri-it. An amauaI permit, issued bY the M~micipali~, that allows thc Owner to operate an AWWTS, upon meeting ali the requirements of this agrccment, thc conditions of Operating Permit, the requirements of the On-S~te Wastewater System Construction Permit and all relevant provisions of AMC 15.65 3. Fee_.__~. Owner shall pay to Municipality an annual fee of (~) ($ (~).~00), payable on or before the issuance of fl~e operating permit and mmually thereafter. The annual fee is d'ue on or belbre the anniversm'y date of the approval by the Municipality of installed system. 4. Term. The term of this Memorandum ol~ Understanding shall be lbr the life of the AWWTS. Sep. ]. 20]] 10:42AM Gar ss Enaineerina Group, Ltd. No.]813 P. 4 The term begins on the date of approval by the Municipality of the installed system and shall continue while the AWWTS system is in use or operational or until the property is sold or title is transferred by owner and a new certificate of On-Site approval is issued to the new owner or transferee of thc property. 5. Alterations, Installation and Removal of Additional Equipment. Owner aga'ees not to make any alterations, removal of parts or additions to the, AWWTS without a Construction Permit from the Municipality, 6, Maintenance and Repairs. A. Th~'oughout the term of this Memorm~dum of Understanding, the Owner shall maintain AWWTS in good repair. In addition, it shall be the responsibility of the Owner during the term of this Memorandum of UtMersttmding, and any extensions or renewals thereof, at the owner's sole expense, to pay lbr any and all: (1) repair(s), (2) maintenance, (3) adjustment(s), (4) replacement costs, and (5) inspection costs. Further, Owner agrees to comply will all applicable ordinance, laws, regulations, rules and orders for the AWWTS. B. Owner agrees to provide the Municipality a written schedule of routine maintenance and repairs which have been performed on the system pm:suant to the terms and conditions contained in tlxe Owner's AWWTS Operating Permit. This schedule shall be submitted to the Municipality atmually upon thc renewal of the permit. The schedule ofmaintenm~ce and repair contained in the Owner's AWWTS Opcrating Permit is: '7-(,v',ai(_~ ~ C. Owner acknowledges that the fine schedule for failing to maintain and repair an AWWTS are codified in AMC 14.60. SeP, ]. 2011 10'42AM Gar ss En~ineerina Group, Ltd, No,1813 D. Owner agrees that only maintenance, repair personnel certified by thc Municipality will inspect and make any necessary maintenance, repairs or pemaitted alterations to the system. E. Owner agrees to grant the Mmticipality reasonable access to test and inspect thc AWWTS upon 24 hours written notice. F. Owner agrees that any sale or transfer of title of the property will not occur without a new Certificate of On-Site Systems Approval. G. Owner agrees that the relevant provisions of the stm, dard specil~cation guidebook *bt AWWTS is the governing professional guidelines for the construction, maintenance and repair oCthe Owner's AWWTS. 7. Nonwaiver. The failure of either party at any time to enforce a provision of this Memoranclum o1' Understanding shall in no way constitute a waiver of the provisions, nor in any way el'l~ct the validity of the Memorandum of Understanding or any part hereo±; or the right of such party thereafter to ent:'orce eacb and every provision hereof. 8. Amendment. A. This Memorandum of Understanding shall only be oanended, modified or changed by a writing, executed by authorized representatives ol'the parties, with thc same lbrmality o¢ this Memorand'am of Understanding was executed and such writing shall be attached to this Memorandum of [Jnderstanding as an amendment. B. For the purposes ol'any amendment modification or change to the terms and conditions of this contract, the truly authorized representatives of the parties are: SeP. 1. 20]] 10:42AM Garness Enaineerina Group, Ltd. No.1813 Anchorage: Purchasing Officer C. Any attempt to amend, mod~ fy, or change this contract by either an unauthorized representative or unauthorized means shall be void. 9. Jurisdiction: Choice of Law. Any civil action arising l?om this Memorandum of Understanding shall be brought in the Superior Court Ibr the Third Judicial District of the State of Alaska at Anchorage. The laws of the State of Alaska shall govern the rights and obligations of' the parties under this Memorandum of Understanding. 10. Severabilitv. z. Any provisions of this Memorandum of Understanding decreed invalid by a court of competent jurisdiction shall not invalidate the remaining provisions of the Memorandum of Understanding. OWNER: Date: /3 '~6 ...... ./...?..... STATE OF ALASKA THIRD JUDICIAL DISTRICT MUNICIPALITY: By: Title: Date: The foregoing instrument was ac 'knowledged before me ii, is/$gflay of' ~F' t,t~7~¢,,..,,¢ ~£,--- State of Alaska Notary Public md J. Romaszewski My commission expires: 11/10/2013