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FRIZELLE LT 1
Fri*zelle Lot 1 #051-302-79 • No COSA for over 3 bedrooms due to the water storage size. • Both wells are to be in working order or be decommissioned. On -Site Water System Permit MUNICIPALITY OF ANCHORAGE Development Services Department On -Site Water & Wastewater Program 4700 Elmore Road, PO Box 196650 Anchorage, AK 99519-6650 Telephone: (907) 343-7904 Permit Number: OSP151064 Tax Code Number: 05130279000 Work Type: Well Initial Permit Effective Dates: April 09, 2015 Design Engineer: GARNESS ENGIN Subdivision: FRIZELLE to April 08, 2016 GROUP LTD Site Legal Address: FRIZELLE LT 1 G:0654 Owner/Address: FRIZELLE THOMAS A & LAURA L PO BOX 770191 EAGLE RIVER AK 995770191 Site Mailing Address: 19088 DARBY RD, Eagle River This permit is for the construction of: N Disposal Field N Septic Tank N Holding Tank Lot Size in Sq Ft: 130500 Total Bedrooms: 3 N Privy N Private Well Y Water Storage All construction must be in accordance with: 1. The attached approved design. 2. All requirements specified in Anchorage Municipal code Chapters 15.55 and 15.65 and the State of Alaska Wastewater Disposal Regulations (18AAC72) and Drinking Water Regulations (18AAC80). 3. The wastewater code requires inspections during the installation. The engineer must notify the Development Services Department at least 2 hours prior to each inspection. Provide notification by calling (907) 343-7904 (24 hours). 4. From October 15 to April 15, a subsurface soil absorption system under construction during freezing weather must either: A. Open and Close on the same day. B. Covered, sealed, and heated to prevent freezing. Received Issued By: Date: qlqlir. Date: �� 9 MUNICIPALITY OF ANCHORAGE Community Development Department Phone: 907-343-7904 Development Services Fa907 343 7997 On -Site Water & Wastewater Program Mayor Dan Sullivan On -Site Sewer/Well Permit Application For A Single Family Dwelling Parcel I.D. 3G2'`jq—D 00 UBMITTAL MAR 31 2015 Gretchen Stuller Property owner(s) THOMAS AND LAURA FRIZELLE Mailing address P.O. BOX 770191, EAGLE RIVER, AK 99577 Day phone 907-862-3832 Site address 19088 DARBY ROAD, EAGLE RIVER, AK 99577 Legal description (Sub'd, Block & Lot ) FRIZELLE S/D; LOT 1 Legal description (Township, Section & Range) Lot Size Sq.Ft. Number of Bedrooms 3 APPLICATION IS FOR: APPLICATION IS AN: TYPE OF DEWELLING: (Nall that apply) Initial ® Absorption Field ❑ Single Family (SF) Upgrade ❑ (w/wo ADU) Septic Tank ❑ Duplex (D) ❑ Renewal ❑ ❑ Holding Tank Multiple Dwellings ❑ Privy ❑ (SF and/or D) Private Well ❑ Water Storage THIS APPLICATION INCLUDES A VARIANCE/ WAIVER REQUEST FOR: Distance: — I certify that the above information is correct. I further certify that this is in accordance with applicable Municipal codes. GARNESS ENGINEERING GROUP, Ltd. (Signature of property owner or authorized agent) Permit/Rush Fees: 215-60 60 Waiver Fees: Date of Payment: 313115 Receipt Number: 66y, , 6 Permit No. dcW /5/D6 Date of Payment: Receipt Number: Waiver No. (Rev. 01/11) GARNESS ENGINEERING GROUP, Ltd Ad—d" CIVIL &ENVIRONMENTAL ENGINEERS March 27, 2015 Municipality of Anchorage Development Service Department On -Site Water & Wastewater Program 4700 Elmore Road Anchorage, AK 99507 Ref: Water Haul/Storage System for Frizelle Subdivision; Lot 1 To whom it may concern: We are requesting approval of a water haul/storage system for the referenced property. An onsite wastewater disposal system permit was issued on August 29, 2014 (Permit number OSP141309). The permit was issued for 4 bedrooms and the septic system has been recently installed based upon this sizing. Two (2) exploratory wells were drilled on the property prior to the issuance of the permit and found them to be "dry" or have very little water. Due to the cost associated with drilling additional wells or "hydro-fracting" the existing well/s, the owners have installed a water haul/storage system. The water storage system consists of a Greer Tank 1000 gallon polyethylene tank and a transfer pump to supply water to the house. The storage tank and transfer pump are located in the garage. The 1000 gallon tank has been marked with `Potable Water Only" label (see attached photos) and attached is the cutsheets from Greer Tank showing the tank meets NSF certification. Attached is also a completed application sheet. The water storage system has been sized for 3 bedroom residence. Even though the septic system is sized for 4 bedrooms, the house has only 3 bedrooms. Attached is a recent appraisal showing this to be true. We are also requesting a COSA to be issued at this time. Based upon a phone conversation with Jay Crewdson in your department, water samples are not required for this type of system since the water source will be from approved public water system. It is our understanding the owner will be hauling his own water in from an approved public water system using a portable water storage tank in the back of his truck and will transfer the water into the water storage tank in the garage using a transfer pump. Based upon this information, it is our opinion the potable water hauling and stcAage system meets AMC 15.55.070. P.E., M.S. 3701 East Tudor Road, Suite 101 * Anchorage, Alaska 99507-1259 Phone: (907) 337-6179 * Fax: (907) 336-3246 * Website: www.gamessengineering.com NSF Certified Products - Public Water Supply System Components http://www.nsf org/Certified/PwsComponents/Listings.asp?TradeName... NSF Product and Service Listings These NSF Official Listings are current as of Monday, January 21, 2013 at 12:15 a.m. Eastern Time. Please contact NSF International to confirm the status of any Listing, report errors, or make suggestions. Alert: NSF is concerned about fraudulent downloading and manipulation of website text. Always confirm this information by clicking on the below link for the most accurate information: http://www.nsforp/Certified NSF/ANSI STANDARD 61 Drinking Water System Components - Health Effects NOTE: Unless otherwise4adicated for Materials, Certification is the Listing. Click here for a list of Abbreviations use In these Li Dow Chemical Company (The) 1803 Building Midland, MI 48674 United States 989-638-6231 Facility: Red Deer, Alberta, Canada Potable Water Materials Trade Designation Potable Water Materials Dow DPDA-3220 NT 7 High Density Polyethylene Resin Protective (Barrier) Materials shown in t Water Water Contact Contact End Use Temp Material A,F,P D. HOT PE Water Contact Trade Designation Size Restriction Tank Material Dow DPDA-3220 NT 7 High Density Polyethylene Resin >= 5 gal. Number of matching Manufacturers is 1 Water Contact Temp Water Contact Material D. HOT PE 1 oft 1/21/2013 11:33 AM Municipality of Anchorage Community Development Department Page 1 of 3 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: OSP141309 PID Number: 051-302-79 M New El Upgrade Name: THOMAS AND LAURA FRIZELLE ABSORPTION FIELD ❑ Deep Trench ® Shallow Trench ❑ Bed ❑ Mound Address: P.O. BOX 770191, EAGLE RIVER, AK 99577 ❑Other Phone: No. of Bedrooms: Sail Rating: Total Depth from original grade: (907) 862-3832 3 (SEPTIC SIZED FOR 4) *2.0 GPD/Sq. Ft. SEE DWG. Fl. LEGAL DESCRIPTION Depth to pipe invert from original grade: Gravel depth beneath pipe: SEE DWG. F. 0.57 Ft. Subdivision: Block: Lot: FBI added above original grade: Gravel length: FRIZELLE — 1 SEE DWG. Ft. 60 Fl. Township: Range: Section: Grovel width: Beds Number of lines: Distance between lines: FL - - Fl. SEPARATION DISTANCES Total abaerDlion area: : 300 Number of trenches: 1 Diel. between IrencM1es: - To Septic Absorption Lift Holding Public/Private Fram Tank Field Station Tank Sewer Lines SO. Ft. Ft- Lwell Well **too'+ **too'+ **too'+ — 25'+ TANK ❑ Septic ® S.T.E.P. DHolding ❑Other Monufoctursr: ANCHORAGE TANK/ capacity. Surface Water ***100'+ ***100'+ ***100'+ — ORENCO INC. 1500 Gal. Lot Line 5'+ 10'+ 5'+ - N/A Material: Number of comportments: STEEL 2 LIFT STATION Foundation 5'+ 10'+ 5'+ - Curtain Drain NONE KNOWN MonufooWrer: G Pacity: ANCHORAGE TANK/ORENCO SYSTEMS 7500/70 col. "Pump on" level at: "Pump off level at: High water alarm at: Remarks: *THIS IS AN ADVANTEX TREATMENT SYSTEM. TIMER/32" TIMER/22" 53"/36" **WAIVER GRANTED TO CLASS "C" WELL ON LOT 84, T12N, Pump Mom & Model: 30-OSI-HHF/ Electricol Iropections performed by: 20-OSI-HHF VANNOY ELECTRIC R1W, SECTION 30. WELLS ON PROPERTY NOT IN USE. PIPE MATERIAL ***SEE NOTES ON AS—BUILT DRAWING (PAGE 2 OF 3) scH, 40 PVC House to tank D3034 Tank to ASTM -2665 drainfield 150"+ Fetan ^ihdM- -ra 016"A'1064.0.<C.P&weu Installer Drainfield D3034 CO/MT 03034 GREEN GENERAL CONTRACTING Inspector GEG, Ltd. BENCH MARK (Assumed elevation) 100.00 Ft. Inspection Location and Description: Dotes: 1st 2/10/15 2nd 2/11/15 3rd 2/11/15 4th 2/24/15 TOP OF FLASHING NEAR POINT "B" ENGINEER'S SEAL Community Development Department Approval 00600000 Conditional approval: Date: 34115 %o I u� ve kt10 re rie b is r5... 4 .. .°.04 D ire Gorness.: QQ L c� - - —_ 9_ •• CEpyyp79153 •'. DODO lwt 04paprofes", oma Approve Date: set 0 Inspection Report-1-1-12.doc PERMIT NUMBER: PARCEL ID NUM OSP141309 AS -BUILT DRAWING 051302-79 BER: / ' / FROZEN AT APPROXIMATE LOCATION TIME OFCONSTRUCTION \\\\♦ 25' / / CENTERLINE OF STREAM ♦♦♦ \\\ PER PLAT MAP / 25'STREAM EASEMENT NEW WELL f NEW 1500 GALLON ADVANTEX I TREATMENT SYSTEM I 100 FOOT WELL RADIUS CLASS "C" WETLAND BOUNADRY PER PLAT MAP 1" = 50' / 11' / A B C FCO 25.7 8.3 STI 30.5 9.4 - MH1 (' 100 FOOT WELIUS 45.6 MH2 40.6 17.1 48.7 Al 40.4 CLASS "C" WETLAND BOUNADRY PER PLAT MAP 45.3 A2 47.7 20.7 50.1 MT1 70.6 47.8 76.8 MT2 33.3 44.7 / ' / FROZEN AT APPROXIMATE LOCATION TIME OFCONSTRUCTION \\\\♦ 25' / / CENTERLINE OF STREAM ♦♦♦ \\\ PER PLAT MAP / 25'STREAM EASEMENT NEW WELL f NEW 1500 GALLON ADVANTEX I TREATMENT SYSTEM I 100 FOOT WELL RADIUS CLASS "C" WETLAND BOUNADRY PER PLAT MAP 1" = 50' / 11' / A B C FCO 25.7 8.3 STI 30.5 9.4 - MH1 38.0 13.8 45.6 MH2 40.6 17.1 48.7 Al 40.4 14.2 45.3 A2 47.7 20.7 50.1 MT1 70.6 47.8 76.8 MT2 33.3 44.7 jeNNEW WELL PONDING OF WATER / FROM SNOWMELT / DUE TO CULVERT / BEING FROZEN / DURING / CONSTRUCTION. / NEW BEDROOM HOUSE I NEW DRAINFIELD *NOTE: SEPTIC SYSTEM I SIZED FOR 4 BEDROOMS 1 / 1 / f / GARNESS ENGINEERING GROUP, Ltd s + - CIVIL & ENVIRONMENTAL ENGINEERS PREPARED FOR: PHONENUMBER: PAGE NUMBER: THOMAS AND LAURA FRIZELLE I 862-2832 2 OF 3 LEGAL DESCRIPTION: DRAWN BY: FRIZELLE SUBDIVISION; LOT 1 J.L.M. OF WORK: DATE: S -BUILT OF NEW SEPTIC SYSTEM 1 3/13/2015 -110.9 FROM MTI AND 112.9' FROM ADVANTEXAIR VENT TO CLOSEST STANDING WATER ON 2/24/2015 RESERVE SITE MT1f f I I 1 1 y2 I I I I r 11 111 II 1j___ _ I L_ _ _ 1 1 I f 1 Li was !, Eg C - 3 `SAV %FESS\St, 0%TA ��� PERMIT NUMBER: OSP141309 FINAL GRADE -100.07-101.17 (4.5-6.0 SOIL COVE s3wcv� B'Pumm TOP OF TANK Q INLET =95.57—� INVERT OF TANK INLET = 95.03 — AS -BUILT DRAWING TOP OF MANHOLE (MH2) =101.607 TOPOFADVANTEX TOP OF MANHOLE POD = 101.62-101.74 (MH1) =101.66 IKSIMATE. .-....--.. OUTLET = 1MOALLON AOVANTEK TANK ANCHORAGE TANK NOTE: THE ENTIRE MOUND IS TO HAVE TOPSOIL AND TO BE SEEDED IN THE SPRING! FINAL GRADE -106.37-106.38 SUMMER OF 2015. TOP OF SAND j11IIIIIIIIIIIIIIII11L 2.02-4.0 FEET OF EVERT OF PUMP VAULT=96.78 )TTOM OF PUMP VAULT = 93.49 INVERT OF DISTRIBUTION LINE =103.84 (1-1/4" PIPE WITH 3/16" HOLES SPACED 36" O.C) PARCEL ID NUMBER: 051-302-79 2" OF INSULATION (PER CONTRACTOR) FILTER FABRIC )RIGINAL GRADE = 100.37 -102.25 -LIMITS OF EXCAVATION ( REMOVED ALL ORGANICS) = 99.27-101.25 RELATIVE GROUNDWATER ELEVATION =99.25 (PER LARS SPURKLAND, P.E. ON 5)20/2013) RELATIVE BOTTOM OF TH4 = 91.25 GARNESS ENGINEERING GROUP, Ltd r.:nr CIVIL & ENVIRONMENTAL ENGINEERS 3701 E. TUWRROAO,SUITE 101'ANCMg E,AK995'PHONE(901433Mln-FM(90'43384&6'MBSI%:x pmmamplmaTp PREPARED FOR: PHONE NUMBER: PAGE NUMBER THOMAS AND LAURA FRIZELLE 862-2832 3 OF 3 LEGAL DESCRIPTION: DRAWN BY: FRIZELLE SUBDIVISION; LOT 1 J.L.M. TYPE OF WORK: DATE: � PROFILE AS -BUILT OF NEW SEPTIC SYSTEM 3/27/2015 Vannoy Electric 12015 231 E. Forest Ave '.j Wasilla AK, 99654 Anchorage: 907-569-3333 Valley: 907-357-3383 Fax: 907-357-0173 Friday, March 06, 2015 Reference: 17028 Darby Rd. Eagle River, AK Frizelle To: Whom it may concern, Vannoy Electric installed the wiring and control box for the Advantix lift station system. The lift station was wired to code and to schematics on February 20th 2015. Thank you, Chris Apthorp Vannoy Electric Authorized Representative Vannoy Electric I Substance Abuse Agreement MUNICIPALITY OF ANCHORAGE Community Development Department Phone: 907-343-7904 Development Services Division On-Site Water & Wastewater Program A AUG 062014 ON-SITE SEWERMIELL PERMIT APPLICATION Gretchen Stuller Parcel I.D. 051-302-79 Property owner(s) LAURA FRIZELLE Mailing address PO BOX 770191, EAGLE RIVER, AK 99557 Site address Legal description (Sub'd., Block & Lot) FRIZELLE LOT 1 Legal description (Township, Range & Section) Lot Size Sq. Ft. APPLICATION IS FOR: (® all that apply) Absorption Field FLI Septic Tank El Holding Tank ❑ Privy ❑ Private Well ❑ Water Storage ❑ Day phone 862-2832 Number of Bedrooms 4 APPLICATION IS AN: TYPE OF DWELLING: Initial 0 Single Family (SF) 0 (w/wo ADU) Upgrade E]Duplex Duplex(D) El Renewal El Dwellings ❑ (SF and/or D) THIS APPLICATION INCLUDES A VARIANCE I WAIVER REQUEST FOR: Distance: I certify that the above information is correct. I further certify that this is in accordance with applicable Municipal Codes. TA owner or authorized Permit/Rush Fees: A 57a q -t Date of Payment: 912D't" Receipt Number: Permit No. Permit App_9-1-12.doc Waiver Fees: Date of Payment: Receipt Number: Waiver No. A&N& Spurkland Engineering Environmental Consulting and Design SEPTIC SYSTEM DESIGN FRIZELLE LOT 1 Municipality of Anchorage June 11, 2014 Development Services Department On Site Water and Wastewater Program 4700 Elmore Road Anchorage, Alaska 99519 Subject: Septic System Installation Permit Frizelle Lot 1 Ladies and Gentlemen: I am writing to request a septic system installation permit for the above referenced property. The proposed system will serve a 4 -bedroom single-family residence. Soil logs, design calculations, a site plan, design drawings and construction specifications are enclosed for your review. Design Calcs: Ground water observed at 3' below the ground surface. 5/20/2014). Soil Rating. From Test hole #4 1/15/13 36.9 min/in = 2.0 gal per sq.ft./day — Category III AW WTS No. of Bedrooms 4 Required Area per Bedroom: 15012.0 =75 sq.ft. Total area required: 75 x 4 = 300 sq.ft. System: We are proposing a 1500 gallon Advantex Category -III AWWTS followed by a wide trench absorption field. The absorption field will be 60 feet long and 5 feet wide and contain 2.0 feet of MOA filter sand and 0.5 feet (300 sq.ft. effective) of sewer rock. Soils: Multiple test holes were excavated on January 10, 2013. See the attached soil logs. The system is designed around test hole #4. Ground water monitoring will continue through construction of the septic system. Groundwater was observed at 3 feet below the ground surface on May 20a', 2013. Surface Water: There are no surface waters within one hundred feet of the proposed septic system. A stream runs along the northwest portion of the property approximately 280' from the 203 West 15t" Avenue Suite 203, Anchorage, AK 99501, Phone: (907) 279-3916 Fax: (866) 354-1597, Lspurkland@gci.net JIFL�-W& Spurkland Engineering Environmental Consulting and Design proposed septic system. Topography: The ground level generally slopes down towards the northwest at a 10% slope in the area where the trench will be placed. Waivers: The DEC has issued a waiver for a 100' separation distance between the field and the class C well on T15N Rl W Section 30 Lot 84 The installation of this septic system will not prevent wells and septic systems from being installed on the adjacent lots. The proposed septic system will not change the general slope of the area. Ponding and/or concentration of surface runoff will not result from this installation. If you have any questions or concerns, please contact me at 279-3916. Sincerely, La -501 - Lars Spurkland, P.E. Civil Engineer 203 West 15th Avenue Suite 203, Anchorage, AK 99501, Phone: (907) 279-3916 Fax: (866) 354-1597, Lspurkland@gci.net Spurk.land Engineering Environmental Consulting and Design FRIZELLE LOT 1 Tank Buoyance Force Calculations Buoyant force on empty 1500 gallon septic tank assuming fully saturated soils Fb = 1500gal x 0.13368 ft3 /gal x 62.4lbIft3 = 12512 Ib `������ i� Tank Weight WTank = 1200 lb Concrete Deadmen Soils Dimensions: 2' x 2'x 4' = 16 ft3 p = 150 lblft3 49 i..:,AlOSPURKLAND R: 4 Net Weight: 150 lbI ft3 — 62.4 IbI ft3 = 87 6 lbIft3 WDeadmen = 16 ft3 x 87.61bI ft3 = 1401.6 lb x 2 = 2803 lb Soils Net Weight: 60 lbIft3 Minimum cover over tank = 3f t Soil over tank: Vsail(tank) = 4.83 f t x 12 ft x 3 ft = 174 ft3 Wsoil(tank) = 174 ft3 x 60 lbIft3 = 10440 lb Soil over Deadmen: Vsoia(deadmen) = 5.83 ft x 2 ft x 4 ft = 50.6ft3 Koil(deadmen) = 50.6 ft3 x 601b/ft3 = 3038.4 lb x 2 = 6077 lb Soil displaced byAX20 pod: Vsoiz(Ax20) = 2.5 ft x 3.3 ft x 7.8 ft = 64.4ft3 Wsoil(Ax2o) = 64.4 ft3 x 60 lb /ft3 = 3864 lb Total Resistive Force Fr = WTank + WDeadmen + WSoii(tank) + WSoil(deadmen) — WSo$(Ax20) Fr = 1200 lb + 2803 lb + 10440 lb + 6077 lb — 3864 lb = 16656 Ib Safety Factor = Fr/Fb = 16656 lb/12512 lb = 1.33 203 West 15th Avenue Suite 203, Anchorage, AK 99501, Phone: (907) 279-3916 Fax: (866) 354-1597, Lspurkland@gci.net (;i.sotk l F- — �i r I u LOT I S am � is \ I i LE I DARBY ROAD Lot 75A Rdftr aaI b awls awl Samar or bl e0a's A aamawraa pgary ba aMA . "Ft at f ®EXIS7M a4SS VWLL LOT 2 °- ----- _ — _ ,V STEPHANIE ROAD ,m• �m � an � �, � alp..,,....... AV 4t s e 0 .... ......... llllllw 50 0 50 100 150 200 250 300 S SPuRi SCALE., 1' = 100 FT �j�✓J No. E I NOT£.• ms Is NOT A SURVEYED PLAT. WELL k SEPTIC ��•..._ 1 LOCATIONS TAKEN FROM ON-SITE WATER AND WASTE WATERC!!)I DEPARTMENT DOCUMENTATION. ALL LOCATIONS SHOWN ARE ••����`;t APPROXIMATE. r w as lal m 1 u SPURKLAND ENGINEERING FRIZELLE LOT I SEPTIC SYSTEM DESIGN 203 V 15TH. AVENUE ANCH. AK. 99501 LAURA FRIZELLE BATE, JUNE 6 2014 (907) 279-3916 11 BARBY RDAB EAGLE RIVER AK SHEET, 171 6RIB, NV654 PERMIT #, 17SP141XXX PARCEL IB, 051-302-79 FRIZELLELLSC100BW F \\ *DRIMFWAY FINISHED LOT 1 j GRADE IS ABOVE ORIGINAf GRADE. THE 5 IS NOTA CUT SLOPE INSTALL 4-9EDROOM SEPTIC SYSTEM ' INSTALL 1500 CAL ADVANTEX AWWTS TRENCH LENGTH 60 FEET 1- TRENCH WIDTH 5 FEET i MAX EXCAVATION DEPTH 1.0 FEET - REMOVE ORGANICS / MOA FILTER SAND 2.0 FEET ROCK DEPTH 0.5 FEET 2" INSULATION 0.5' TOP SOIL AND VEGETATION COVER 2 FEET (MIN.) NOIF.. SLOPES EXCEEDING 25% WERE NOT OBSERVED WITHIN 50 FEET DOWN GRADIENT OF THE PROPOSED ABSORPTION RELD LOCATION, NOTE.• THIS IS NOT A SURVEYED PUT. WELL k SEPTIC LOCADONS TAKEN FROM ON -SDE WATER AND WASTE WATER DEPARTMENT DOCUMENTATION. ALL LOCATIONS SHOWN ARE APPROXIMATE. 25 0 25 50 75 100 125 150 SCALE 1' = 50 FL MOUND CATCH POINT i E 4' CC SPURKLAND 0 SPURKLAND ENGINEERING FRIZELLE LOT I I I SEPTIC SYSTEM DESIGN 203 w AVENUE ANCH. AK.K 99501 LAURA FRIZELLE BATE, JOE 2014 9 (907) 279-3916 BARBY RB EAGLE RIVER AK SHEET, 2/4 GRID, NV0654 PERMIT It 17SP141XXX PIB X 050-302-79 FRIZELLELLSC50.BVG 4 -BEDROOM RESIDENCE Foundatlon CO NOT TO SCALE 0 1500 6AL ADVANTEX Category -H AVVTS Soil Absorption System 5' x 60' trench Remove Organics O 2.0' MOA Filter Sand 0.5' Septic Rock (effective) PLMW BASIN 1 1/4' Distribution Piping Silt Barrier 2' Insulation 0.5' Top Sop and Vegetation 3/16' hales 36' on center 2' Cover (min) 0 ♦♦�� � .. Monitors ��P.•''. •��� MT.S ........... t..........-.0....� 0. ...................... ..ti.: . R SPURKL O. ; 00 I 1 °:�.♦ Septic tank to be anchored with two 2' x 2' x 4' concrete 22 1 ..�, ,,,,, P� deadroen to prevent floating . ♦♦ lialuk NaNtors 2' Insulation TH 3 iL SBt Barrkr Foundatlan CO iL it, W 1 f.G. a5 ff of Septk Rack 20' filter Sand Effecdve 1120 £LEU.=3A' Below E.6 5/20174 S/A POD AOVAN7EX CA7rTf6lAPY-III AVVTS ADV W NO SCALE B1DA ELfv, Behr E.6 SPURKLAND ENGINEERING FRIZELLE LOT I SEP77C SYSTEM SCHEMATIC 203 W15th Ave Anchorage Ak 99501 LAURA FRIZELLE DATE: .bW 6, 2014 279-3916 DARBY ROAD, EAGLE RIVER, AK 99577 SHEET: 3/4 GRID, NV654 PERMIT # OSP141XX PARCEL ID # 051-302-79 Eklund#1B5L3.D3BV6 6" F OPT101 SLIDE SE( OF 6" OVER THIS CONNE( TO PR( SHEER PROTECT EXTENT BRIDGE EXCAVA.,. (D 2' z 4' X 2' CONCRETE DEADMEN WEIGHTS 1500 GALLON ADVANT£X TANK ��1: PURKLAND 0 SPURKLAND ENGINEERING I I FRIZELLE LOT 1 Anchorage II SEPTIC SYSTEM DESIGN I 203 W15th Ak 9Ave LAURA FRIZ£LL£ DATE, JUNE 6, 2014 9501 �70_1014 OARRY ROAD EAGLE R!V£R AX 99577 SHEETS 4/4 GRID NV654 L PERMIT i 131XXX PARCEL ID 1 051-302-79 FRIZELLELID4.DWG I oSpurkland Engineering 203 W. 15th Ave. Ste. 202A Anchorage, AK 99501 TEST HOLE I _4 DEPTH 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 SOIL LOG AND PERCOLATION TEST SOIL DESCRIPTION DATE.• 1 /14/1 i ____ ORGANICS WAS GROUNDWATER OBSERVED: --Yes IF YES, AT WHAT DEPTH. • __10' _ AFTER MONITORING PERIOD: 3' _ DATE OBSERVED./ -4/13 G SIN (ML, PERCOLATION TEST. GM) GM) FILL DATE I GROSS TIME NET TIME I DISTANCE DROP 14.000 522 14 11:25 AM 0 min. 14. 0 11:55 AM 30 min. 13.313 0.813 14.000 12:25 PM 30 min. 13.313- 3.313 12:55 PM 12:55 30 min. 13.313 0.813 PERCOLATION RATE: 36.9 minutes/ inch PERC HOLE DIAMETER: 6 inches TEST RUN BETWEEN —30 FT AND --4•L FT SITE PLAN: NOTES: PRE-SOAKED PERFORMED BY: Lars Spurkland. I, Lars Spurkland P.E. CERTIFY THAT THIS TEST WAS PERFORMED IN ACCORDANCE WITH ALL STATE AND MUNICIPAL GUIDELINES IN EFFECT ON THIS DATE. SPURKLAND ENGINEERING FRIZELLE LOT I SOIL LOG PERCOLATION TEST 203 W AVENUE ANCH AK.K, 9. 99501 LAURA FRIZ£LL£ DATE JUNE 6 2014 (907) 279-3916 1 DARBY ROAD, EAGLE RIVER AK GRID #1 NV654 PERMIT # PID # 051-302-79 THE STATE °fALASKA GOVERNOR SEAN PARNELL Lars Spurkland, P.E. Spurkland Engineering 203 West 15'h Avenue, Suite 203 Anchorage, Alaska 99501 Department of Environmental Conservation August 4, 2014 Division of Water Wastewater Discharge Authorization Program 555 Cordova Street Anchorage, Alaska 99501 Main:(907)269-7519 Fax:(907)334-2415 Re: Anchorage —Frizelle Subdivision, Lot 1 and the Class C well on T 12 N, R 1 W, Sec 30, Lot 84 - Waiver of Separation Distances to Proposed Advanced Treatment System of 135 feet and 100 feet for the Reserve field System-ADEC Plan Tracking Number 10978 Dear Mr. Spurkland, On July 16, 2014 the Department received an engineering plan submittal for a waiver request in Chugach. The waivers request are as follows: A reduction of the separation distance from the Advanced treatment unit to the new Class C Well on Lot 84 as detailed above from 150 feet to 135 feet. This is based upon the engineers recommend- ation and the analysis conducted the waiver does appear to be protective of public health. A reduction of the separation distance from the planned reserve field area to the new Class C well, on Lot 84 as detailed above, and in the application is reduced from the 150 foot distance to 100 feet. This reduction is based on the engineer's recommendation, the test results from the well, and based upon the analysis conducted. The information appears to indicate the development will be protective of public health. Please note that all waivers are conditional and should the wastewater treatment system or part of this system is found to be failing or determined as endangering public health, the waiver is rescinded and corrective engineering action will be required. This approval does not imply the granting of additional authorizations nor obligate any state, federal or local regulatory body to grant required authorizations. Any person who disagrees with this decision may request an adjudicatory hearing in accordance with 18 AAC 15.195- 18 AAC 15.340 or an informal review by the Division Director in accordance with 18 AAC 15.185. Informal review requests must be delivered to the Division Director; 410 Willoughby Avenue, Suite 303, P.O. Box 111800, Juneau, Alaska 99801, within 15 days of receiving the decision. Guidance information on the informal review process may be found at hLtp://www.dee.state.ak.us/commish/ReviewOuidance.htm. Adjudicatory hearings requests must be delivered to the Commissioner of the Department of Environmental Conservation, 41Q Willoughby Avenue, Suite 303, P.O. Box 111800, Juneau, Alaska 99801, within 30 days of the decision. If a hearing is not requested within 30 days, the right to appeal is waived. Thank you for your cooperation. If you have any questions please do not hesitate to contact me at 269-7519. Respectfully, }� William R. Rieth, P.E. Environmental Engineer Crewdson, James A. From: Jones -Vogel, Nicole K. Sent: Tuesday, August 26, 2014 2:26 PM To: Crewdson, James A. Cc: Wockenfuss, Deborah M. Subject: FW,la[ `j Attachments: POA -2012-727 Fire Lake.pdf POA -2012-727 Fire Lake.pdf (35... Hi Jay, Based on the attached letter from the Corps, it appears that the septic is outside of the wetland areas. If the drawings that you are reviewing suggest otherwise, please let me know. Thanks, Nicole Nicole K. Jones -Vogel, Associate Planner Planning Division -Community Development Department Long -Range Planning Section P.O. Box 196650 Anchorage, AK 99519-6650 907.343.7922 907.249.7726 FAX Jones-VogeiNK@muni.org Web: www.muni.org/Planning --Original Message ----- From: Whittier, Amanda L POA [mailto:Amanda.L.Whittier@usace.army.mil] Sent: Tuesday, August 26, 2014 1:11 PM To: Jones -Vogel, Nicole K. Cc: Tobish, Thede G.; Crewdson, James A.; Wockenfuss, Deborah M.; Moore, Stephen A POA Subject: RE: Frizelle Nicole, Here is a copy of a GP verification letter that went out 29 May 2014 Let us know if we can be of further assistance. 7-TiI , OF ----Original Message ---- From: Jones -Vogel, Nicole K. [mailto:Jones-VogeINK@ci.anchorage.ak.us] Sent: Tuesday, August 26, 2014 11:32 AM To: Whittier, Amanda L POA; Moore, Stephen A POA Cc: Tobish, Thede G.; Crewdson, James A.; Wockenfuss, Deborah M. Subject: [EXTERNAL] Frizelle Hi Amanda and Steve, I think I found the PJD and NOV for the Frizelle Subdivision so please disregard that portion of my previous email. Are you aware of any follow-up after the NOV? Do you have a wetland boundary that accompanies the PJD? Jay, are you reviewing this septic system? Attached is the PJD for the previous Lot 76A, since there is also a NOV so the Corps should weigh in regarding that. I'm unaware of any additional action since the NOV was sent on June 17, 2013. Nor was there a map attached to the Pre -JD, so I'm assuming the extent of the wetlands is the same as the boundary that we have mapped. Let me know if I am missing anything or if anyone has additional information or any questions. I called the applicant and left a message with her for clarification. Attached is the Corps letters that we have on file for the Frizelles. Thanks, Nicole Nicole K. Jones -Vogel, Associate Planner Planning Division -Community Development Department Long -Range Planning Section P.O. Box 196650 Anchorage, AK 99519-6650 907.343.7922 907.249.7726 FAX Jones-VogeINK@muni.org <mailto:Jones-VogeINK@muni.org> Web: www.muni.org/Planning Regulatory Division POA -2012-727 DEPARTMENT OF THE ARMY U.S. ARMY ENGINEER DISTRICT, ALASKA ANCHORAGE FIELD OFFICE 1600.A.STREET SUITE 110 ANCHORAGE, ALASKA :99501 JUN 1 7 2013 MAIL RECEIPT NO_: 7012 3050'.0001 Mr. Thomas Frizelle and ftlor Mrs. Laura Fr.izelle P,O. Box 770191. 46r - Eagle River, Alaska 99577 Dear Mr.. and Mrs. Frizelle.: �r4 This is a Notice o€ Viola=tion involving the unauthorized discharge of fill material into waters of the -United .States (U.S.), including wetlands.:. The unauthorized work, which was conducted by Mr. Dan Green of :Green General Contracting with your consent, consisted of the discharge of'ap to 900 cubic. -yards of,gravelly''loaa( material into 1,350 square feet ofmappedwetlands for. the purpose of building a driveway for a proposed residence.- The discharge is located within Section 30, T, 15_N R. 3 W., Seward Meridian; -,-at „Latitude 61.35940 N., Longitude 399.52690 W. Ldt -�765.,,:7ragl e=River Wetlands At2as'Map # 7; Anchorage Wetlands Management Plan Wetrlihd "Uni€ 12TV Municipality of Anchorage, in Eagle River, Alaska. Your project has been assigned number POA -2012-727, Fire Lake. In. order to .initiate the resolution of -:the violation(s.), we have decided to accept your June 5, 2013, after -the -fact (ATF) wetlands general permit application.- In order for the application to be considered complete, you must sign and date the enclosed Tolling Agreement and return it to this office within 30 days.. The ATF permit may be issued to authorize all activities you .apply for, a portion of existing fill, or may be denied. In case of full or partial permit denial, the unauthorized. portion of the work must be removed and all affected waters .must be restored to the satisfaction of the District Engineer. Until this matter is resolved, no further work is to be performed at the site in areas subject to _Corps of Engineers jurisdiction, You are advised that substantial penalties are available for conducting work in waters of the U.S.,. including wetlands without the necessary DA authorization. Failure to submit the. Tolling Agreement within 30 days could result: in an order to restore all areas under DA jurisdiction to their pre -project condition and/or referralof this case to the U.S. Attorney for legal- action. Nothing in this letter excuses you from. compliance with other Federal., State, or local statutes., ordinances, or regulations. www.poa.usace._army.mil/Missions/Regulatory f { R You may contact Faith Martineau, Regulatory Specialist, via email at faith.c.martineau@usace.army.mil,: by mail at the address above,. or by phone at, (907) 753-2767., if you. have .questions. For additional. information about our Regulatory Program, visit our web site at www.poa.usace.army.mil/Missions/Regulatory_aspx, Sincerely, Nicole Hayes Anchorage FieldOffice-Supervisor Enclosure DEPARTMENT OF THE ARMY U.S. ARMY ENGINEER DISTRICT, ALASKA ANCHORAGE FIELD OFFICE 1600 A STREET SUITE 110 ANCHORAGE,: ALASKA 99501 JUN 17 2013 CERTIFIED .MAIL RECEIPT NO.: 7012 3050 0001 8460.6548 Regulatory Division POA -2012-727 Green General Contracting Attention; Mr. Dan Green li 15939 Division Street Chugiak, Alaska .99567 Dear -Mr. Green: This is a Notice of Violation involving the unauthorized discharge of fill material into waters of the United States (U.S.), including wetlands. The unauthorized work consisted of thedischargeof up to 400 cubic yards of gravelly loam material into 1,3.50: square feet of mapped wetlands for the purpose of building a driveway on aproperty belonging to Mr. Thomas Frizelle and Mrs. Laura Frizelle. The discharge is located within Section 30, T. 15 N., R. 1 W., .Seward Meridian; at Latitude 61.35940 N., Longitude 149.52690 W_; Lot 7bA;- Eagle River -Wetlands Atlas Map 447, Anchorage Wetlands Management Plan Wetland. Unit 127; Municipality of Anchorage, in Eagle River, Alaska. This violation has been. assigned file. number POA -2012-727, Fire Lake.. Section 404 of the .Clean Water Act requiresthat a Department of the. Army (DA) permit be obtained for the placement or discharge of fill material into waters of the U.S., including jurisdictional wetlands, prior to conducting the work (33 United States Code 1344)., The activity described above required a permit from as. We reviewed our records and concluded a DA permit was not obtained.. Therefore,the work is in violation ofSection904 of the Clean Water Act. The area of jurisdictional wetlands in which the discharge occurred may be considered eligible for development under Regional General Permit (GP). 1993-10-M3, Residential Development. We have therefore determined that enforcement action will not be taken against you at this time, provided that you discontinue the. work within our jurisdiction. You must ensure that the landowners on whoseproperty you may be :contracted to conduct workhave received DA authorization prior to .initiating work in or affecting waters of the U.S. Continuation of unauthorized work in areassubject to Corps of Engineers jurisdiction shall be consideredaknowing, repeat, and flagrant violation of Federal law.. Nothing in this letter,:shall be construed as excusing you from compliance with other Federal., State, or local statutes., ordinances, or regulations which may affect this work. www.poa.usace.army.mil/Missions/Regulatory' Please refer to file number POA -2012-727, Fire Lake, in future correspondence or if you have any questions concerning this Notice of Violation, Please contact Faith Martineau, Regulatory Specialist, via email at faith.c.martineau@usace.army.mil, by mail at the address above, or by phone at (907) 753-2767, if you have questions♦ For additional information about our Regulatory Program, visit ourwebsite at - www.poa.usace_army.mil/Missions/Regulatory..aspx- .Sincerely, Nicole Hayes Anchorage Field Office Supervisor Wsl. Regulatory Division POA -2012-727 DEPARTMENT OF THE ARMY U.& ARMY ENGINEER DISTRICT, ALASKA ANCHORAGE FIELD OFFICE 1600 A STREET $URE 110 ANCHORAGE, ALASKA 99501 OCT - 3 2012 Mr.. Thomas Frizeile & Mrs. Laura Friaelle P,O. Box 770191 :Eagle River, Alaska 99577 Dear Mr. and Mrs. Frizelle: Thisletter is in response to your August 20, 2012, -request for a Department of the Army (DA) jurisdictional determination for a parcel of land identified as Lot 76A. on Darby Road. The property is located. within Section 30, T. 15 N., R. 1 W., Seward Meridian; at Latitude fl.35940 N., Longitude 149.52690 W.; Lot '7,6A; .Eagle,3tiver Wetlands Atlas Map #47- AnchorageWetlands Management Plan Wetland UnitI27; Municipality of Anchorage, in Eagle River, Alaska, Your project has been assigned number POA -2012-727, Fire Lake, which should be referred to in all correspondence with us. Based on our review of the information you provided and available to our -office, and our September 21, 2012, site visit, we have'preliainarily`- determined."=the subject property contains waters -of-the-United States- (U.S.), including wetlands, under the Corps'- regulatcry,jurisdiction, Seethe attached. Preliminary Jurisdictional 'Determination (PJD).Form. Please sign and return the form. to our office. A PJD is not appealable.. At any time you :have the right to..request and obtain an Approved Jurisdictional. Determination, which can be appealed. If itis your intent to request. an Approved JD, do not begin work until one is. obtained. - DA authorization is required if you propose to place dredged and/or fill material. into waters of the U.S., including wetlands_ The wetlands within the review property are identified as 'being part of Wetland Unit 127 in the .Anchorage Wetlands Management Plan. This unit is eligible for development under Regional General .Permit. (RGP) -1993-10. Enclosed are the terms and conditions of RGP 1993-10 :and a permitapplication for your use. Section. 404 of the Clean Water Act requires that a,DA permit be obtained for the: placement or discharge of dredged and/or fill..material into waters of the U.S., including jurisdictional wetlands (33 U.S.C. 1344). The Corps. defines wetlands as those areas that are inundated or saturated by surface or groundwater at a frequency and duration sufficient to support, and under normal circumstances do support, a prevalence of vegetation typically adapted for life in saturated soil conditions. Nothing in this. letter excuses.. you from compliance with other Federal, state, or local statutes, ordinances, or regulations. http://www.poa.usace.army.mil/regl _2 - If you have questions, please contact me via email at - raith.c.martineau@usace.army.mil, by mail at the address above, or by phone at (907) 753-2767. . Sincerely, 'Faith Martineau :Regulatory Specialist Enclosures http://www.poa.usace.army.mil/,regi Regulatory Division POA -2012-727 Mr. Thomas & Mrs. Laura Frizelle Post Office Box 770191 Eagle River, Alaska 99577 Dear Mr. and Mrs, Frizelle: DEPARTMENT OF THE ARMY ALASKA DISTRICT, U.S. ARMY CORPS OF ENGINEERS REGULATORY DIVISION 1600 A STREET ANCHORAGE, ALASKA 99601 MAY 2 9 2014 This is in response to your April 3, 2014, request for a Department of the Army (DA) General Permit verification for the previously unauthorized placement of 1,100 cubic yards of fill material into a 5,500 square foot area of wetlands for the purpose of constructing a driveway for a single-family residence to be constructed. The request for verification also included a description of work that would involve the placement of 1,100 cubic yards of fill material into 5,000 square feet of wetlands in order to expand the existing uplands on the property as yard space and allow access to an onsite well. The project site is located within Section 30, T. 15 N., R. 1 W., Seward Meridian; USGS Quad Map AK -ANCHORAGE 137; Latitude 61.35940 N., Longitude 149.52690 W.; 19028 Darby Road, Municipality of Anchorage; in Eagle River, Alaska. DA permit authorization is necessary because your project would involve the placement of fill material into waters of the U.S. under our regulatory jurisdiction. A Department of the Army Regional General Permit (RGP) 1993-10-M3, Discharges of Dredged or Fill Material in the Municipality of Anchorage for Residential Development, issued on April 15, 2010, authorizes the discharge of fill material into certain wetlands within the Municipality of Anchorage, Alaska. Based upon the information and plans you provided, we hereby verify that the work described above, which would be performed in accordance with the enclosed plan (sheets 1-5), dated March 29, 2014, is authorized by RGP 1993-10-M3. RGP 1993-10-M3 and its associated Conditions can be accessed at our website at http://www.poa.usace.army.mil/Missions/Regulatory/ Permits/RegionalGeneralPermits or, at your request, a paper copy will be provided to you. Please note that the time limit for authorizing work under this GP ends on April 15, 2015. If you will not complete the authorized work by April 15, 2015, please contact this office for information on a time extension. You must comply with all terms and conditions associated with RGP 1993-10-M3. If changes to the activity are planned, including a change in use of the site,,a change in lease or ownership, or additional placement of dredged and/or fill material, please notify this office as soon as possible. We will then confirm that authorization would continue under the RGP, or notify you of any additional requirements and/or authorizations. This verification that your proposed work is authorized under the RGP shall not be construed as excusing you from compliance with other Federal, State, or local statutes, ordinances, or regulations that may affect this work. Please contact me via email at faith.c.martineau@usace.army.mil, by mail at the address above, or by phone at (907) 753-2767, if you have questions. Sincerely, Faith Martineau Regulatory Specialist Enclosures A-0, .24 J 2§- 3 18 201 ApAcmt' "hama5 F jUjle File No.: POA- 201Z-727 ru} 2.i rhdt5, "-E fiver w Y' Wetland W 127- F Vwet-, Mum. AAMC " „ Ag Jr see. 30T. ISN F- IWAL Sewai4 )us tosite.. A� S� 1" i inil, Lat._(01.3Js�{�h(L°"g': j�9.sZ1agW Old GICHNNW .IvAftF 40 - t �``r�,� y p�� 1 SheetNo. ( Of� DSO' 3IZ�r�l Aplapi PAR) A "o IM OM OW=BV l-Dboemie rivet, mvn.,,tAv,4&,e j, Al - 1 tus3k-c dimtosik-c -rA la Gkivl HW3 4d" Eajtt Riva*, -turn 14+ m Dcwb IU. 2012 — 727 'PoA Mq N, F j4q.52l q W Of5 Daw3r4liq est w�tand GVtivs sec(ion VieSni C Ci Certified Drilling Log BILL & COLE OC CO dba �ULLIVANWATER WELLS P.O. Box 670269, g OWNER OF LAND: Tom& Laura.Frizelle. ADDRESS: PO Box 770191 Eagle River 99577 Bore Hole Data Depth From To LEGAL DESCRIPTION T15NRlWSEC30 Lot 76A/83A DATE: 2/26/13 0 2 Casing Stickup PERMIT NUMBER: DATE OF ISSUE: TAX IDENTIFICATION NUMBER Is well located at approved permit location: ❑ Yes ❑ No Method of Drilling: ®air rotary ❑ cable tool Depth of Well: 420ft Casing Type: steel Wall thickness .250 inches Diameter: 6 inches, depth 44ft feet Liner type Static Water Level: feet Recovery Rate Seepage ❑ gpm ❑ gph Method of Testing Air Well Intake Opening Type: ❑ open end ❑ open hole ❑ Screened Start feet Stopped ❑ Perforations Start feet Stopped Grout Type: Bentonite Volume: Depth: from 0 feet, to 42 feet Well Disinfected Upon Completion: ❑ yes ❑ no Method of Disinfection: Comments: Exploratory Well 2 8 Overburden 8 22 Silty Sand & Gravel 22 190 Bedrock soft Shale 190 310 Bedrock Green s/ Quartz 310 345 Bedrock Green s/ Fractures 345 420 Bedrock Well Conforms to 15.55.060 of MOA Code Drillers Name: Cole Sullivan ATTENTION: It is the responsibility of the property owner to submit a copy of the well log to the proper authority. Municipality of Anchorage: Department of Health & Human Services and/or Department of Environmental Conservation. MatSu Borough: Department of Environmental Conservation. Certified Drilling Log BILI 8a CLIE zJ��BOC CO tlba ULLIVAN WATER WELLS P.O. Box 670269, Chugiak, AK 99567 688-2758 OWNER OF LAND: Tom & Laura Friselle, Bore Hole Data ADDRESS: PO Box 770191 Eagle River AK 99577 Depth LEGAL DESCRIPTION T15NR1WSEC30 Lot 76A/83A From To DATE: 2/25/13 0 2 Casing Stickup PERMITNUMBER: DATE OF ISSUE: TAX IDENTIFICATION NUMBER 2 8 Overburden Is well located at approved permit location: ❑ Yes ❑ No 8 18 Tight Silty Sand & Gravel Method of Drilling: ❑X air rotary ❑ cable tool 18 45 Bedrock Depth of Well: 44ft Casing Type: Steel Wall thickness .250 inches Diameter: 6 inches, depth 44ft feet Liner type none Static Water Level: feet Recovery Rate Seepage ❑ gpm ❑ gph Method of Testing Well Intake Opening Type: ® open end ❑ open hole ❑ Screened Start feet Stopped ❑ Perforations Start feet Stopped Grout Type: Bentonite Volume: Depth: from 0 feet, to 42 feet Well Disinfected Upon Completion: ❑ yes ❑ no Method of Disinfection: Comments: Exploratory Well Well Conforms to15.55.060 of MOA Code. Off of Darby RD Drillers Name: Cole Sullivan ATTENTION: It is the responsibility of the property owner to submit a copy of the well log to the proper authority. Municipality of Anchorage: Department of Health & Human Services and/or Department of Environmental Conservation. Matsu Borough: Department of Environmental Conservation. On -Site Water System Permit MUNICIPALITY OF ANCHORAGE Development Services Department On -Site Water & Wastewater Program 4700 Elmore Road, PO Box 196650 Anchorage, AK 99519-6650 Telephone: (907) 343-7904 Permit Number: OSP131339 Tax Code Number: 05130225000 Work Type: Well Permit Effective Dates: September 25, 2013 to September 25, 2014 Design Engineer: Subdivision: T15N R1 W SEC 30 Site Legal Address: T15N R1W SEC 30 LT 76A G:0654 Owner/Address: FRIZELLE THOMAS A & LAURA L PO BOX 770191 EAGLE RIVER AK 995770191 Site Mailing Address: This permit is for the construction of: we'll *1 Lot Size in Sq Ft: 92659 Total Bedrooms: 3 N Disposal Field N Septic Tank N Holding Tank N Privy Y 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: A well pump shall not be installed until the subject property has a Department approved operational wastewater disposal system. Received Bv: MUNICIPALITY OF ANCHORAGE Community Development Department Phone: 907-343-7904 Development Services Division Fax: 907-343-7997 On -Site Water & Wastewater Program ON-SITE SEWER/WELL PERMIT APPLICATION Parcel 1. D. �r7/ 30Z' Property owner(s) /LG Mailing address/ Site address I gQZS Legal description (Sub'd., Block & Lot) P Day phone g l0 Z`Z 7 qcf s 77 Legal description (Township, Range & Section) rJ5 Me f W jF( ;3c) z- r Ila Lot Size Sq. Ft. Number of Bedrooms 2 APPLICATION IS FOR: APPLICATION IS AN: TYPE OF DWELLING: (® all that apply) Absorption Field ❑ Initial Single Family (SF) Septic Tank El Upgrade ElO (w/w TV Holding Tank ❑ Renewal ❑ Duplex (D) ❑ Privy ❑ Multiple Dwellings ❑ (SF and/or D) Private Welljr ' j ( 6 Water Storage ❑ —-1i THIS APPLICATION INCLUDES A VARIANCE / WAIVER REQUEST FOR: Distance: I certify that the above information is correct. I further certify that this is in accordance with applicable Municipal Codes. ` (% D (Signature of orogertv bWner or authorized aaent) Permit/Rush Fees: d Waiver Fees: Date of Payment: Date of Payment: Receipt Number: Receipt Number: Permit No. 0'517 1$135!E� Waiver No. Permit App_:;- : F D19RBY ROAD -- F --- a / LOT I N z r � � s � L QUK PRMM VELL S � 1r- w u Lot 75A pub* we e, m* . �,�.. a v sand ( �. VA <s4 PRTPDiEn VEGL® (D fX7STING LOT 2 1 EPHANIE ROAD m we 10 a Q ZiPC'SF.V W6Ll. cuT i€3E QA-36MEfl1{ ;..... IN 5E CoaN �2 OF W i 2, 50 0 50 100 150 200 250 300 SCALE., 1' = 100 FT NOTE, THIS IS NOT A SURVEYED PLAT. WELL D SEPTIC LOCATIONS TAKEN FROM ON—SITE WATER AND WASTE WATER DEPARTMENT OOCUY£NTATION, ALL LOCATIONS SHOWN ARE APPROXIMATE. V VELL fm ww. m Id 8R SPURKLAND 0 SPURKLAND ENGINEERINGI 511974_2 FRIZELLE SID (I SEPTIC RESERVE AREA g2q0NN33� Vpp11K5TH. AVENMIE BA TE.- JULY IS, 2013 C90) P79 99501 R€PbAT 9F L9TS 76A R3A. PLAT NQ SHEET- 1/1 GRID NV654 TBSC1000VG On -Site Water System Permit MUNICIPALITY OF ANCHORAGE Development Services Department On -Site Water & Wastewater Program 4700 Elmore Road, PO Box 196650 Anchorage, AK 99519-6650 Telephone: (907) 343-7904 Permit Number: OSP131340 Tax Code Number: 05130225000 Work Type: Well Permit Effective Dates: September 25, 2013 to September 25, 2014 Design Engineer: Subdivision: T1 5N R1W SEC 30 Site Legal Address: T15N R1 W SEC 30 LT 76A G:0654 Owner/Address: FRIZELLE THOMAS A & LAURA L PO BOX 770191 EAGLE RIVER AK 995770191 Site Mailing Address: Lot Size in Sq Ft: 92659 Total Bedrooms: 3 This permit is for the construction of: N Disposal Field N Septic Tank N Holding Tank N Privy Y 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: A well pump shall not be installed until the subject property has a Department approved operational wastewater disposal system. Received Issued By MUNICIPALITY OF ANCHORAGE Community Development Department Phone: 907-343-7904 Development Services Division Fax: 907-343-7997 On -Site Water & Wastewater Program ON-SITE SEWER/WELL PERMIT APPLICATION �.:iZ7�lRfGUi9P&"4 Property owner(s) Mailing address d - Site address Zg Legal description (Sub'd., Block & -Z '� Day phone Legal description (Township, Range & Section) V 5 A liZ / 0F_C �30 L% z&A Lot Size Sq. Ft. Number of Bedrooms APPLICATION IS FOR: APPLICATION IS AN: (M all that apply) Absorption Field ❑ Initial Septic Tank ❑ Upgrade ❑ Holding Tank ❑ Renewal ❑ Privy ❑ Private Well Water Storage ❑ TYPE OF DWELLING: Single Family (SF) (w/wo ADU) Duplex (D) ❑ Multiple Dwellings ❑ (SF and/or D) THIS APPLICATION INCLUDES A VARIANCE / WAIVER REQUEST FOR: Distance: I certify that the above information is correct. I further certify that this is in accordance with applicable Municipal Codes. Permit/Rush Fees: Date of Payment: Ci ^i 115 4 Receipt Number: WX5;51 OA Permit No. (�P13 � 6,-A (z) Permit App__-:- L..:c- Waiver Fees: Date of Payment: Receipt Number: Waiver No. v U DARBY ROAD STEPHANIE RLIAD j RaPGSE9 iVELL- I.00RiIo� Oy'j 3D[=CiA CASEmepJ IN SE Co-N•ail OF 1,> Z✓ 50 0 50 100 150 P00 P50 300 SCALE, P = 100 FT NOT£.• THIS IS NOT A SURVEYED PGT. WELL d SEPTIC ovevtoo'(v well Z Lot 75A RSW wV h F"m OW s a! bf t00'r ftm , PW** VA SPURKLAND ENGINEERING SI1974-2 FRIZELLE SID SEPTIC RESERVE AREA 203 Vp15THg. �A1VENUE , 27993916 REPEAT 9F OTS 76A $ 83A. PLAT Nil 'VA TE+ JULY IS2013SHEET, 1/1 GRID NV654 TDSCIDD.DVG • Municipality of Anchorage On -Site Water and Wastewater Program (907) 343-7904 Certificate of On -Site Systems Approval Parcel I.D. 051-302-79 1. GENERAL INFORMATION: Complete legal description FRIZELLE; LOT 1 Expiration Date: 10 Z Z Location (site address) 19088 DARBY ROAD, EAGLE RIVER, AK 99577 Current Property owner(s) THOMAS & LAURA FRIZELLE Day phone 907-441-2832 Mailing address 19088 DARBY ROAD, EAGLE RIVER, AK 99577 Real Estate Agent VANESSA SAYER Day phone 341-3822 2. TYPE OF DWELLING: ® Single Family (w/wo ADU) ❑ Duplex ❑ Multiple Dwellings (Single Family and/or Duplex) 3. NUMBER OF BEDROOMS: 3 4. TYPE OF WATER SUPPLY: TYPE OF WASTEWATER DISPOSAL: Individual Well ❑ Individual Individual Water Storage ® Holding Tank ❑ Community Class Well ❑ Community ❑ Public Water System ❑ Public Sewer ❑ WaiverNariance request for: Distance: Received by: Date: COSA to be released to the engineer, unless otherwise requested by the engineer. i Jyr COSA Fee $ '!��I Date of Payment ad Receipt Number 06 `� �1 G COSA # 0SCa �_' 13 (o cY Waiver Fee $ Date of Payment Receipt Number Waiver # 5. STATEMENT OF INSPECTION BY ENGINEER As certified by my seal affixed hereto and as of the validation date shown below, I verify that my investigation, based on procedures outlined in the Certificate of On -Site Systems Approval Guidelines for this application, shows that the on-site water supply and/or wastewater disposal system is (are) safe, functional and adequate for the number of bedrooms and type of structure indicated herein. I further verify that based on the information obtained from the Municipality of Anchorage files and from my investigation and inspection, the on-site water supply and/or wastewater disposal system is(are) in compliance with all applicable Municipal and State codes, ordinances, and regulations in effect at the time of installation. Name of Firm: Garness Engineering Group, Ltd (GEG) Phone: 907-337-6179 Address: 3701 East Tudor Road, Suite 101- Anchorage, Alaska 99507 j Engineer's Printed Name: Jeffrey A. Garness Date: X12-► 4Z In conducting this evaluation, GEG provided an engineering evaluation of the well and/or septic system in accordance with the guidelines and regulations established by the Municipality of Anchorage and industry practices. The reported results describe the condition of the system/s on the date/s of the evaluation. Separation distances were measured to readily identifiable features. Hidden defects or encroachments may exist that were not identified during the evaluation. The operational life of all wells and septic systems depend upon a variety of variables, including but not limited to, soil conditions, groundwater levels (that may fluctuate during the year), quality of construction (materials and workmanship), -and the water usage of the family utilizing the system/s. These conditions can vary, and are outside the control of GEG. Satisfactory test results do not guarantee future performance of the system/s; therefore, GEG makes no warranty (express or implied) regarding the future performance of the well or septic system. GEG makes no representation whether an alternative well or septic system can be installed on the property in the event either of the current systems fail to perform adequately in the future. The content of this report is for the sole benefit of the person/party that retained GEG to perform the evaluation. Reliance upon the information provided in this report by any other person or party (including subsequent property purchasers) is not authorized, nor will it confer any legal right whatsoever. 6. DSD SIGNATURE J O �Q rr .J System #1 Approved for bedrooms WATER T System #2 Approved for bedrooms WAS D rn Y pp � � T_ Vi,ATE Disapproved PROGFAM R Conditional approval for bedrooms, with the following stipuI'aLtj /' SERVICE G1_ _ d vv / _;�ow f l u,vtJ I ,6VjA The Municipality of Anchorage Development Services Division (DSD) issues Certificates of On -Site Systems Approval (COSA) based only upon the representations given in paragraph 5 by an independent professional civil engineer registered in the State of Alaska. The Municipality of Anchorage is not responsible for _errors _or omissions in the professional engineer's work. 7. ATTACHMENTS: COSA Checklist Nitrate Advisory Septic System Advisory Arsenic Advisory Well Flow Advisory _ C Other COSA blue sheet_10.10.12.doc g; COSA Checklist Legal Description: FRIZELLE S/D; LOT 1 If more than 1 septic system on lot: COSA Checklist # 1 of 1 A. WELL DATA ❑ Well log is filed with Onsite (or attached) Date drilled Total depth ft Cased to ft ❑❑ Sanitary seal is functioning correctly M❑ Wires are properly protected Casing height (above ground) in. Date of flow test for COSA N/A Static wate Comments B. TANK I Parcel ID: 051-302-79 Structure served by this system 1 level at beginning of test IV A ft. kTWO EXPLORATORY WELLS DRILLED ON PROPERTY ON 2/25&26/2013. WELLS NOT CONNECTED TO HOUSE. HOUSE SERVED BY WATER STORAGE SYSTEM. WATER SAMPLES RECENTLY PULLED AND WELDED CAPS INSTALLED ON WELL HEAD BY SULLIVAN WATER WELLS. ATA C. LIFT RTATIf)Nr- Age of tank(s) <7.5 years Tank type/material STEEL Measured operating fluid level in septic tank 48.25° FM Standpipes/foundation cleanout per record drawing Date of pumping SEE ADVANTEX MAINTENANCE REPORT Q Required maintenance completed Age of lift station <7.5 years Lift station material STEEL Comments: SEE ADVANTEX MAINTENANCE REPORT D. ABSORPTION FIELD DATA 5 -WIDE W/ AWWTS Which system tested (date installed) 2/1424/15 Adequacy test date 6/22/22 A ALL standpipes present per record drawing Results ❑✓ Pass For 3 bedrooms Total measured depth from grade **2.6 ft (max) Fluid depth prior to test *0/0 in Measured depth to pipe invert from grade N/A ft (min) Water added 455 gal 0 N/A — pressurized field ,a/� 75 New depth In Monitor tubes go to bottom of effective. If not, state depth into effective El Elapsed time 2 min ** ❑ Code -required soil cover over field Final fluid depth *0/0 in ❑ System presoaked Absorption rate 450+ gpd (Required if vacant for greater than 30 days prior to Any rejuvenation treatment (past 12 months) N/A date of test) Gallons introduced gallons If yes, enter date Comments/Deficiencies: 'MT1 /MT2. MT1 IS 0.38' DEEPER THAN RECORD DRAWINGS SHOWS. k*MT2. MT1.IS;2.3' DEEP:; FROM GRADE. A MAJORITY, OF DRAINFIELD APPEARS TO HAVE 2 -FEET COVER. THE .;AST 5 TO 10 FEET OF THE NORTH END OF THE DRAINFIELD APPEARS TO HAVE SETTLED. NO FREEZING ISSUES PER OWNER (SEE ATTACHED'EMAIL). COSA Checklist yellow sheet Well production at time of test N/A gpm Water storage tank volume *1000 gallons Well disinfected for coliform test? ❑ Yes No Coliform bacteria is Negative Q � Nitrate mg/L 0 Nitrate less than MRL (ND) H- Arsenic ug/L JR Arsenic less than MRL (ND) �,- Collected by SULLIVAN WATER WELLS Date of Sample W�?- �z level at beginning of test IV A ft. kTWO EXPLORATORY WELLS DRILLED ON PROPERTY ON 2/25&26/2013. WELLS NOT CONNECTED TO HOUSE. HOUSE SERVED BY WATER STORAGE SYSTEM. WATER SAMPLES RECENTLY PULLED AND WELDED CAPS INSTALLED ON WELL HEAD BY SULLIVAN WATER WELLS. ATA C. LIFT RTATIf)Nr- Age of tank(s) <7.5 years Tank type/material STEEL Measured operating fluid level in septic tank 48.25° FM Standpipes/foundation cleanout per record drawing Date of pumping SEE ADVANTEX MAINTENANCE REPORT Q Required maintenance completed Age of lift station <7.5 years Lift station material STEEL Comments: SEE ADVANTEX MAINTENANCE REPORT D. ABSORPTION FIELD DATA 5 -WIDE W/ AWWTS Which system tested (date installed) 2/1424/15 Adequacy test date 6/22/22 A ALL standpipes present per record drawing Results ❑✓ Pass For 3 bedrooms Total measured depth from grade **2.6 ft (max) Fluid depth prior to test *0/0 in Measured depth to pipe invert from grade N/A ft (min) Water added 455 gal 0 N/A — pressurized field ,a/� 75 New depth In Monitor tubes go to bottom of effective. If not, state depth into effective El Elapsed time 2 min ** ❑ Code -required soil cover over field Final fluid depth *0/0 in ❑ System presoaked Absorption rate 450+ gpd (Required if vacant for greater than 30 days prior to Any rejuvenation treatment (past 12 months) N/A date of test) Gallons introduced gallons If yes, enter date Comments/Deficiencies: 'MT1 /MT2. MT1 IS 0.38' DEEPER THAN RECORD DRAWINGS SHOWS. k*MT2. MT1.IS;2.3' DEEP:; FROM GRADE. A MAJORITY, OF DRAINFIELD APPEARS TO HAVE 2 -FEET COVER. THE .;AST 5 TO 10 FEET OF THE NORTH END OF THE DRAINFIELD APPEARS TO HAVE SETTLED. NO FREEZING ISSUES PER OWNER (SEE ATTACHED'EMAIL). COSA Checklist yellow sheet E. SEPARATION DISTANCES NOTE: 2 UNUSED„EXPLORATORY WELLS ON SITE. SEPARATION DISTANCES BELOW ARE FOR THESE 2.WELLS. From Private Well on Lot to: (Please enter distances if less than required or if community well) Se dUft Station on Lot > 100' ❑ Yes if No Neighboring Tank > 100' No Absorption Field on Lot > 100' ❑ Yes if No Neighboring Absorption Fields >� ft ft L] Yes if No ft Sewer Main > 75' ❑ Yes if No ft Community Sewer Manhole/C _ Yes if No ft Line > 25' ❑ Yes if No ft [:]Yes if No ft Animal Con a > 50' ❑ Yes if No ft Manure/Animal Excreta Storage > ' ❑ Yes if ft Tank > 100' From Septic/Holding Tank on Lot to: (Please enter distances if less than required) Building Foundations > 10' ❑ Yes if No **5+ ft Surface Water> 100' DYes if No *50+ ft Property Line > 5' Q Yes if No ft Wells on Adjacent Lots: Wells on Adjacent Lots: Absorption Field > 5' Yes if No ft Private Wells > 100' ❑ Yes if No *50+ ft Water Main > 10' Q Yes if No ft Community Wells > 200' 0 Yes if No ft Water Service Line > 10' Q Yes if No ft If septic tank is under driveway comment below From Absorption Field on Lot to: (Please enter distances if less than required) Building Foundation > 10' 21 Yes if No ft If absorption field is under driveway comment below Property Line > 10' Q Yes if No ft Wells on Adjacent Lots: Water Main > 10' Q Yes if No ft Private Wells > 100' ❑ Yes if No *50+ ft Water Service Line > 10' 0 Yes if No ft Community Wells > 200' ❑✓ Yes if No ft Surface Water > 100' ❑ Yes if No *50 ft F. ENGINEER'S COMMENTS *FOR AWWTS. **MET SEPARATION DISTANCE AT TIME OF INSTALL. G. ENGINEER'S CERTIFICATION / certify that / have determined through field inspections and review of Municipal records that the above systems are in conformance with MOA COSA guidelines in effect on this date. COSA Checklist yellow sheet OFgi°op ►......*( f ••1 Je� r G Hess; E-7 3 pr o f e s sio -,c, #AECC884 Municipality of Anchorage Development Services Department Building Safety Division On -Site Water and Wastewater Program 4700 Elmore Street P.O. Box 196650 Anchorage, AK 99519-6650 www.ci.anchorage.ak.us (907) 343-7904 Water Well Advisory =::::- .. a S A F E T Y Certificate of On -Site Systems Approval (COSA) # OSC221364 During a recent COSA on-site inspection and test of the potable water supply well on Lot 1 of Frzelle subdivision, the well's productivity was determined to be 0 gallons per minute. The minimum well productivity required by this Department (AMC 15.55) for a 3 -bedroom residence is .31 gallons per minute. Currently water storage is being used for domestic use. Restriction of non-critical water uses such as washing cars and watering lawns and gardens may be required. This advisory must be attached to all copies of the subject Certificate of On - Site Systems Approval. 0 oil 5 0 �. ■ ■ ■ ■ ■ ■■■ ■■r ■■■ MIT IJ 422 818 ® 0 ME ® ® 1®®IB ® $ ® ®Ili ® [lo® a ® ® ®® ■Irrr Q *wmn7ex� Field Maintenance Deport Annual Inspection Q' AncharageTank 907-272-3543 Proparty Ownorlrrackin0 0 � . Curren (t Operator ' Thomas & Laura Frizelle 2nd Compartment Larry Betts Previous alteAddreso Previous Contact Picone 19088 Darby Ro6d, Eagle River AK 99577 (907) 441-2832 Ax Site ID 8 County ID N pod 6 RTU H/ULff Dpto of Lp;t In;pooticn AX -136293 OSP141309 1420575 RTU130165 06/20/2021 Retrieve O&M Info I Measure Sludge/Scum $� Dally flow _._. _.--__---- Sludge \ Recirc ratio. Q Timor settings: Please call ahead 441-2831 mss' Perform Field Sampling/Observations NTU (15:t NTUs) pH (6-9) DO (2.6) Odor of SampleRSulfld, `ypical y❑ P[:1/arthy Moldy Non -typical ❑Cabbage ❑Docay Oily film In PVV ❑ Yes 21%lo Foam In tank ❑ Yea V No Check Control Panel Reclro Amps Disehargo Amps Audiblo and visual alanns Dial tone (telemetry only) EY"�_ ❑ No Inspect/Clean Pump System Inspect Riser/Lid ..................... Splice Box .................... Float Cords ................... Floats........................ Pump........................ Blotube" Filter .... . . .. .. ... . Blotubo Pump vault ............ Recirculating Splitter Valve...... . r t Comments A_�. Signature E3/ ab Scum 1 at Compartment Curren (t Previous Current Previous 2nd Compartment Current Previous Current Previous Inspect/Clean AdvanTex Filter Laterals/Orifices Pod Bottom L� Odor 0 Normal El Pungent Qlomat: Normal E) Excessive Bridging/Ponding: None/Minor ❑ Excessive Inspect/Clean Discharge Pump System Insp t RISaY/Lltl splice 13ox ` Float cords ru{ In Clean Laterals/Orifices Pod Bottom L� Intake Vent Inspec . Ctean� Floats Pump LS Inspect/Service Other System Components Inspect Clean inspe Clean Disinfection Equip ant U . ispe al Laterals/Orifices Er— h � - Observations rQ I t �' Additional Services Rendered ❑ Cleaned textile sheets? ❑ Replaced UV items? ❑ Replaasd/Used other items? Parts Used: W s Warranty, B a Billable (V appropriate selection) W B item Number Description Flnal/yafety Inspection Mar reinstalled Manifold reconnected; flush valves closed SummsylRecammendatians System performing; no further action needed ❑Call for service j� Q 'tom f n. f -J Date Fax completed form to 1-866-384-7404 Lids bolted on 2"control panel roactivatod E] Tank needs pumping ❑ otherr!� _ N . . d MUNICIPALITY OF ANCHORAGE ADVANCED WASTEWATER TREATMENT SYSTEM MAINTENANCE AND REPAIR AGREEMENT THIS MAINTENANCE AND REPA1R AGEMENT, herein the "AGREEMENT" made and entered into as of this Rpt` Day of t} of 20 a aZ , by and between herein the "OWNER," and the Municipality of Anchorage, herein the "MUNICIPALITY", in accordance with Anchorage Municipal Code (AMC) 15.65.365. In consideration of the mutual covenants contained herein, the parties to this Agreement agree as follows: 1. Advanced Wastewater Treatment Svstems. The Municipality grants permission to the Owner to utilizendloperate an Advanced Wastewater Treatment System (AWWTS), described as A d v,n tt-, located at (legal description) Fr; Z e- I/(- S/D ' Zo-f 14. 11"gl %,-A. 1e) LI �� �, AAL 21M 2. Maintenance. Repairs and Alterations. (Owner is required to read, understand and initial each section) Throughout the term of this Agreement, the Owner shall enter into a service agreement with an AWWTS service and maintenance provider approved by the Municipality or the manufacturer's representative. The AWWTS shall be maintained in a satisfactory condition capable of performing as designed and producing treated septic effluent in accordance with the equipment's approval for operation in the Municipality. 6 It shall be the responsibility of the Owner during the term of this Agreement to pay for all repair(s), maintenance, adjustment(s), replacement costs, and inspection costs. This includes an annual maintenance fee (typically $400 to $600). 17f( Owner agrees that only maintenance and repair personnel approved by the Municipality or the manufacturer's representative will inspect and make any necessary maintenance, repairs or permitted alterations to the system. �L Owner acknowledges that regular maintenance of an AWWTS reduces the potential failure of the system, which could include sewage backup and costly repairs or drainfield replacement. (rev. 05/18/2018) Pagel of 3 Scanned with CamSCanner Owner acknowledges that the Municipality may request records of maintenance and repairs from the manufacturer's representative or maintenance provider. Owner acknowledges that the fine for failing to maintain and repair an AWWTS may be assessed in accordance with AMC 14.60.030. Owner agrees to grant the Municipality reasonable access to test and inspect the AWWTS. The Municipality will give at least 24-hour notice. �(C Owner agrees that any sale or transfer of title of the property will not occur without a new Certificate of On -Site Systems Approval. Owner agrees that the AWWTS installation and maintenance requirements as provided by the AWWTS vendor/installer and approved by the Municipality are the governing guidelines for the construction, maintenance and repair of the Owner's AWIVTS. Owner agrees to maintain remote monitoring of the AWWTS as required by the AWWTS approval. 3. Term. The term of this Agreement shall begin on the date of approval by the Municipality to operate the installed system, or upon transfer of title, and shall continue while the AWWTS is operational or until title is transferred. 4. Nonwaiver. The failure of the Municipality at any time to enforce a provision of this Agreement shall in no way constitute a waiver of the provisions, nor in any way affect the validity of the Agreement or any part hereof, or the right of the Municipality thereafter to enforce every provision hereof. 5. Amendment. This Agreement shall only be amended by authorized representatives of the Owner and Municipality. Any attempt to amend this agreement by either an unauthorized representative or unauthorized means shall be void. 6. Jurisdiction: choice of Law. Any civil action arising from this 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 govern the rights and obligations of the parties under this Agreement. 7. Severahi!ity. Any provisions of this Agreement decreed invalid by a court of competent jurisdiction shall not invalidate the remaining provisions of the Agreement. (rev. 05/18/2018) Page 2 of 3 Scanned with CamScanner OWNER: By: (signature) Date: JcJrt�apa,2 ITI.cSf`u fo 1�21j�1 �- (/ (print name) STATE OF ALASKA ) ) ss. THIRD JUDICIAL DISTRICT ) The foregoing instrument was acknowledged before me this a day of -JUpV , 20�ZZ, by GG OZCai�F 1,W-t'19Aj L- � �1 7 U, NOTARr Pusuc NOT Y PU)MCya ALAS EURitu W STATE OF ALASKA My mml on expires: op M/COMMISSiON ExPIRE9 June ts.2vzs MUNICIPALI (signature) Date: (rev. 05/18/2018) (print name) Title: Page 3 of 3 Scanned with CamScanner A NESS ENGINEERING GROUP, Ltd ENGINEERING,, SALES -CONSULTING Certificate of Onsite Systems Approval Homeowner Questionnaire Owner Thomasl& Laura Frizelle Street Address 19088 Darby Rd., Eagle River, AK Phone��L/ 46W- 2 1. 2. 3. 4. 5. 6. 7. 8. Has a closing date been set? ❑ Yes (Date: ) X No Number of rooms in the dwelling(s) that meet the definition of bedroom__ Onsite systems on the lot: X Well JK Septic Are you aware of any idle/abandoned well or septic system? Z Yes ❑ No Are you aware of any septic systems or modifications to a septic systems that have been done without State or MOA approval? ❑ Yes 4 No Is the home vacant? ❑ Yes P No Date of vacancy: Has the house been winterized? X Yes ❑ No Have either of the following occurred: ❑ Well stopped producing water ❑ Septic system backup Details: 9. Do you have any of the following? ❑ Arsenic Removal System ❑ Nitrate Removal System ❑ Sediment Filter ❑ Water Softener . Water Storage Tank ❑ Well Pump Protector ❑ Grinder pump prior to septic tank 10. Onsite system accessibility: ❑ Locked fences ❑ Dogs in the yard 11. Has your drainfield been rejuvenated in the last two years? ❑ Chemical Treatment (Date_ ❑ Terralifting (Date ) ❑ Other (Date_ lK- No 12. How many people occupied the home during the majority of the time you owned it? 6 13. How many wells are on the lot?-.!M7Z_ Sonja Blewett From: Cole Sullivan <ColeSullivan_21@hotmail.com> Sent: Wednesday, July 20, 2022 5:16 PM To: Sonja Blewett Subject: Re: SGS Notification Service -- 1223506.pdf Caps are welded @ Get Outlook for iOS From: Sonja Blewett <Sonja@garnessengineering.com> Sent: Wednesday, July 20, 2022 12:45:56 PM To: Cole Sullivan <colesullivan_21@hotmail.com> Subject: RE: SGS Notification Service--1223506.pdf Let me know when the caps are welded on@ Agents of course trying to close asap Thanks From: Cole Sullivan <colesullivan_21@hotmail.com> Sent: Tuesday, July 19, 2022 5:05 PM To: Sonja Blewett <Sonja@garnessengineering.com> Subject: Fwd: SGS Notification Service--1223506.pdf Here you go! We can weld the caps on now. Cole Get Outlook for i0S From: donotreply(a)sgs.com <donotrepiv@sgs.com> Sent: Tuesday, July 19, 2022 4:01:17 PM To: colesullivan 21@hotmaii.com <colesullivan 21@hotmail.com> Subject: SGS Notification Service--1223506.pdf Dear Cole Sullivan, Job: 1223506 Description: 19088 Darby has received document 1223506.pdf. htti)s://engage.sqs.com/DocumentView/index/?documentId=4700745 Regards, wady' a.ngag=v Team eam This is an automated message. Please do not reply. 1 Municipality of Anchorage a©o On -Site Water & Wastewater Program (907) 343-7904 e A L CERTIFICATE OF ON—SITE SYSTEMS APPRIn, AL ITT MAR 3 2015 o�trl't�i9®—� Parcel I.D. 051-302-79 Expiration Date: 6�5�s 1. GENERAL INFORMATION Complete legal description FRIZELLE S/D; LOT 1 Location (site address) 19088 DARBY ROAD, EAGLE RIVER, AK 99577 Current Property owner(s) THOMAS AND LAURA FRIZELLE Day phone 907-862-3832 Mailing address Real Estate Agent P.O. BOX 770191, EAGLE RIVER, AK 95577 2. TYPE OF DWELLING: 0 Single Family (w/wo ADU) ❑ Duplex ❑ Multiple Dwellings (Single Family and/or Duplex) Day phone 3. NUMBER OF BEDROOMS: 3 ( SEE APPRAISAL -SEPTIC SIZED FOR 4 BEDROOM) 4. TYPE OF WATER SUPPLY: TYPE OF WASTEWATER DISPOSAL: Individual Well ❑ Individual On-site N Individual Water Storage 0 Individual Holding tank ❑ Community Class Well ❑ Community On-site ❑ Public Water System ❑ Public Sewer ❑ WaiverNanance request for: 141rt Distance: - COSA to be released to the engineer, unless engineer. CON D, O COSA Fee $ �!)Y OQ 2-79 "� Waiver Fee $ Date of Payment 3!J? / 5' ( ��� S Date of Payment Receipt Number%(J�oZY�C1) 0 9,lZG Receipt Number COSA # QsG 05I 1 /a Waiver # S. 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 337-6179 Address 3701 E. TUDOR ROAD, SUITE 101 -ANCHORAGE, AK, 99507 Engineer's Printed Name JEFFREY A. GARNESS, P.E. Engineer's Comments: In conducting Itis evaluation, GEG provided an engineering evaluation of fhe welt andforseptic system in accordance with the guidelines and regulations established by the Municipality ofAnchorege andindusby practices. The reported results describe the condition of fhe systems on the dates of fhe evaluation. separation distances were measured to readtlyidentifiaae features Hidden defects aencroachmanis may exist that were not identified during the evaluatlon.7he opaminonal fit ofaf wells andsepffc systems depend on a variefyof vadables inducting, but nit limited to, sal conditions, groundwaterlemis (that may tluduate during the year), qualdyofcanstrudion (materials and workmanship), and the water usage of the family uh'fizing the systems. These conditions can vary, and are outside the canfrof of GEG. Satisfactory test results do not guarantee future performance of the systems; therefore, GEG makes no warremy (express or implied) regarding the future performance of the well aseptic system. GEG makes no representation whether an altematim well or septic system can be instafted on the property in the event either of the current systems fah.. The content of this report is fa the sole benefit of the persoeparty who retained GEG. Reliance upon the information provided in this report by any other person or party, including but not limited to subsequent property purchasers, is not aufhodzed. In shat, GEG disavows any legal duty to anyone other than the persoeparty who paid for this report. n. DSD SIGNATURE Date`i' System #1 Approved for bedrooms. OF A/vCF System #2 Approved for bedrooms. ` Disapproved. ON-SITE P WATER AND Conditional approval for bedrooms, with the following stipulations:: 0WASTEWATER PROGRAM �= ' 0 Oma, I .O S o t I a irA Ue c � -a -hllj req `� 1J / 6/s�s '''I'Ifl r �' /i/o �%avif�nanc �aree.rrenf �6m r ��Yer3 G05/9 !!of 7� pe v«e�,"„ r (l- STI e. Original Certificate Date: 4 S The Municipality or Anchorage 6e elcp,emt Services Division (DSD) issues Certificates of On -Site Systems Approval (COSA) based only upon the represenatations 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. ATTCHMENTS: COSA Checklist Nitrate Advisory Septic System Advisory Arsenic Advisory Well Flow Advisory X Other (Rev. 10112/12) If more than 1 septic system is on the lot: COSA Checklist # Of Structure served by this system Certificate of On -Site Systems Approval Checklist Legal Description: FRIZELLE S/D; LOT 1 Parcel ID: 051-302-79 *TWO EXPLORATORY WELLS DRILLED ON PROPERTY. WELLS ARE NOT IN USE AND A. WELL DATA ARE NOT CONNECTED TO HOUSE - NO PUMPS. OWNER HAS INSTALLED WATER STORAGE SYSTEM. SEE ATTACHED APPLICATION AND EXPLANATION LETTER. Well type PRIVATE If A, B, or C provide PWSID#NEA Well Log (Y/N) YES Date completed '2/25&25/13 Sanitary seal (YIN) YES Wires properly protected (YIN) `NIA Total depth 457420' ft. Cased to 44'144' ft. Casing height, TO BEDROCK above ground) 18+ in. FROM WELL LOG AT INSPECTION Om & a C d O () Date of test yw dl ®k f a f I;.Iw'?e✓ Static water level ft. ry P. 4G Well production g.p.m. g.p.m. WATER SAMPLE RESULTS: WATER HAUL SYSTEM. NO WATER SAMPLES REQUIRED. Coliform colonies/100 ml. Nitrate - mg./L. Collected by: Arsenic: ug:/L. Date of sample: B. SEPTIC/HOLDING TANK DATA Tank Type/Material STEEL Date installed 2/10-24/2015 Tank size 1500 gal Number of Compartments E Cleanouts (Y/N) YES Foundation cleanout (Y/N) YES Depression over tank (Y/N) NO High water alarm (YIN) YES Date of pumping NEW Pumper "ADVANTEX TREATMENT SYSTEM C. AJBSORPTION FIELD DATA **BELOW FINAL GRADE "SEPTIC SIZED FOR 4 BEDROOM HOUSE Date installed 2110-24/2015 Soil rating (g.p.d.lftlor bdrm "2.0 System type SHALLOW 5 -WIDE Length 6 ft. Width 5 ft. Gravel below pipe 0.57 ft, Total depth " 3.1-3.2 ft. Eff. absorption area= fC Monitoring tube YES Depression over field NO Date of adequacy test NEW Results (Pass/Fail) Fluid depth in absorption field before test - in. Water added =gal. Elapsed Time: = min. Final fluid depth = in. Any rejuvenation treatment (past 12 mo.) (YIN & type) — Absorption rate >= For"*3 bedrooms New depth =in. If yes, give date D. LIFT STATION Date installed 2/10-25/2015 TIMER/ "Pump on" level at 32" in. Size in gallons 1500170 TIMER/ "Pump off' level at 22" in. Manhole/Access (Y/N) YES High water alarm level at 53"/36" in. Datum BOTTOM OF TANK Cycles tested NEW Meets alarm & circuit requirements? YES E. SEPARATION DISTANCES SEPARATION DISTANCES FROM WELL ON LOTTO: NOTE: WELLS NOT IN USE. DRY WELLS AT THIS TIME. Septic tankilift station on lot 100'+ On adjacent lots 1001+ Absorption field on lot 1001+ On adjacent lots Public sewer main NIA Sewer /septic service line 251+ Animal containment areas 501+ Public sewer manhole/cleanout 100'+ Holding tank N/A Manure/animal excrete storage areas 1001+ SEPARATION DISTANCES FROM SEPTIC/HOLDING TANK ON LOT TO: Building foundation 5'+ Property line 51+ Absorption field 5'+ Water main N/A Water service line 10'+ Surface water 1001+ Wells on adjacent lots "150+ SEPARATION DISTANCE FROM ABSORPTION FIELD ON LOT TO: Property line 101+ Building foundation 10'+ Water main NIA Water service line 19+ Surface water 1001+ Driveway, parking/vehicle storage 10'+ Curtain drainNONE Wells on adjacent lots '100'+ F. COMMENTS 'l35 `124 FOOT WAIVER TO S.T.E.P. TANK AND 100 FOOT WAIVER TO DRAINFIELD FROM CLASS "C" ON T12N. R1 W SECTION 30, LOT 84 GRANTED BY ADEC ON AUGUST 4, 2014 G. ENGINEER'S CERTIFICATION I certify that J 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 hd4 hr - (Rev. 10/12/12) pzs6£ �,s/Aooen/✓ OJT a N W 0 q P j'o �A•k 6 �YY 7.1+4 U �a Vl �p CD A i- aF>ZZ Nm ZOO a 17L U o p > C4K; f-Iz tax 2 tf� xp2L;�Fa-z0� WO > W ?CQ2�wc:xw� W \W Wwomm W } COx \gF-2 �4w1imp �S g Z OP)Zgm_j . 1 W �a4�LZ1oz cz) ao i jkoz "�2Q2LLr lai. 4- W�>rtOQ Thomas A. Frizelle 19088 Darby Road PO Box 770191 Eagle River, AK 9957 To: Municipality of Anchorage Apri] 8, 2015 Requested Letterof Intent Re arding.Exploratory Wells on My Proms Dear Municipality of Anchorage, Currently on my lot, 19088 Darby Road, Eagle River, are two exploratory wells (see Certified Well Logs attached). At present, I am hauling water (hauling water is currently my sole source of water) to my residence. My intention is to have the deeper exploratory well ("Well 1") hydro -(racked in the near future so that 1 may supplement my water hauling into my storage tank. I also hope to be able to designate the shallower exploratory well ("Well 2") as an irrigation well only. (I intend to have a garden nearby) provided there is enough surface water seepage to utilize it for this purpose. Neither of these two exploratory wells have power, pumps, or water lines connected to them at present. Thank you for your kind consideration. Sincerely, Thomas and Laura Frizelle Municipality of Anchorage Development Services Department Q ° Building Safety Division On -Site Water and Wastewater Program 4700 Elmore Street P.O. Box 196650 Anchorage, AK 99519-6650 www.ci.anchorage.ak.us (907)343-7904 Water Well Advisory Certificate of On -Site Systems Approval (COSA) # OSC151112 During a recent COSA on-site inspection and test of the potable water supply wells on Lot 1 of Frizelle subdivision, both wells are newly drilled with minimal production. The wells are to be hydro-fracked in the near future and decommissioned if they remain out of service. Water storage has been installed and adequate for a 3 bedroom home. This advisory must be attached to all copies of the subject Certificate of On - Site Systems Approval. ti !I j ` 1 � I Q �i x y .Q _P�ssy i 3 o� ,N N 0 .eii6��sG's9'Ily 3�o,Gy ASBUILT SE14ARD & ASSOCIATES LAND SURVEYING 694-0829 I HEP.EBY CERTIFY THAT 1 HAVE SURVEYED THE SCALE: FOLLOWING DESCRIBED PROPERTY= Q� apa �i�lZ sl// Lar/ DATE- AND THAT NO ENCROACHMENTS EXIST EXCEPT AS INDICATED. IT IS THE RESPONSIBILITY OF THE w , OWNER TO DETERMINE THE SCISTENCE OF ANY GRID.�` ., EASEMENTS, COVENANTS, OR RESTRICTIONS WHICH DO NOT APPEAR ON THE RECORDED SUBDI- �a •. Duane Merk Seward LI VISION PLAT. UNDER NO CIRCUMSTANCES SHOULD FB` ANY DATA HEREON BE USED FOR CONSTRUCTION OF FENCE LINES, OR FOR ESTABLISHING BOUND- ARY LINES. DRAWNk'pl.lr�c�� �! -