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THUNDERBIRD FALLS #1 LT 4
� � e t Onsite File MOA has confirmed that the 2016 Onsite systems Municipality of Anchorage On-Site Water and Wastewater Section • (907) 343-7904 Page 1 of 3 ON-SITE WASTEWATER INSPECTION REPORT Permit Number: OSP181234 PID Number: 05141122000 Dwelling: ❑■ Single Family(SF) ❑with ADU ❑ Duplex(D) ❑ Two Single Family Project: ❑■ New El Upgrade Name Neumann ABSORPTION FIELD Site Address ■❑ Deep Trench ❑Wide Trench ❑ Bed El Mound 23345 Whalen Circle ❑ Other Phone Number of Bedrooms Soil Rating Total depth from original grade 350-2288 4 1.2 GPD/SF 10 Ft. LEGAL DESCRIPTION Depth to pipe invert from original grade Gravel depth beneath pipe Subdivision Block Lot 3 Ft. 7 Ft. Thunderbird Falls#1 4 Fill added above original grade Gravel length Township Range Section 1 Ft. 41 Ft. Gravel width Beds: Number of Lines Distance between lines SEPARATION DISTANCES 3 Ft. - - Ft. To Septic Absorption Lift Station Holding Sewer Total absorption area Number of trenches Dist.between trenches From Tank Field Tank Line 574 Ft2 1 _ Ft. Well 100+ 100'+ na na 25'+ TANK I]Septic ❑S.T.E.P. ❑Holding 0 Other Manufacturer Capacity Surface Water 100'+ 100'+ na na Anchorage Tank 1250 Gal. Material Number of compartments Lot Line 101+ 1'+ na na NA Steel 2 Foundation 10'+ 10'+ na na LIFT STATIONManufacturer Capacity Gal. Remarks Lot Line Waiver Alarm location Electrical installed by PIPE MATERIAL House to tank D3034Tank to D3034 Installer drainfield __ Red Dog Drainfield D3034 co/MT D3034 Inspector BENCH MARK (Assumed elevation) 100 ft Inspection 15, 1/15/19 1/15/19 Location and description 2nd dates: 3rd 1/16/19 4th 2/7/19 Garage Slab Stamp ON-SITE WATER AND WASTEWATER SECTION APPROVAL Engineer's_ Asp ' � • Conditional Approval: Date Q '' • '_ 4.* . y•. i;C:., . cng o c,,;d Septic Syste �• , Z. ��`�� �����'`,.�� � /l `C Appr J l vel Date et4 ., / 2//g''4,-,r �.. IA Note: this approval does not include well permit requirements. 'a t�,,'ra•.ia,�' ``'Y"� (Rev 05/02/18) • \— (OEasemet — New 1250 Gallon Sept3' Section Line Easement • Slope — . \ — • s \ s ________.„, Alternate Trenc \ ,., ,... _: ' co W l° CO2/.T t \-,,r •tr•4,t \ 4 Bdrm R10� LOT 3 \ ` Cm/MT \ 5'. Slope / / Slope \ ro \� \s 0 �, _____I 7 R10 5f. Slope \QSo Por, LOT S AS-BUILT MEASUREMENTS r A B \ T$F ST1 33 29 es ST2 36 36 P')e,,z, DCO 40 40 lr Cal 66 103 hc1(P MT1 66 103 CO2 94 116 MT? 9? 117 /cc(P NORTHRIM 'oF,q��� 1' = 50' ENGINEERINGP..-'" " THUNDERBIRD FALLS #1 SteveEng.com *:49m •* LOT 4 PLAN PO Box 770724 \t, RECORD Eogle Riwr, Alaska 99577 f2.l t WASTEWATER RECORD e 2 1 / WATER WELL 907. 694. 7028 2/11/19 IsP241170C 3 Foundation Cleanout Elevation @ 98' Tank Cleanouts Elevation @ 94' ' / Fin ^amide Opposing Cleanouts Between Septic Tank & Trenches 4 Foot Cover or Equal To Trench , .---Elevation @ 93.5' ‘.L,..,1250 Gallon Steel Mounded Cover To Match Terrain 117 levation @ 95' 'Anchorage Tank' Elevation @ 93.3' Or Equal Elevation @ 95' Monitor Tube leanout I Original Ground @ 94' Nom Original Ground Filter Fabric Elevations Both Ends ..- •-• ..„:.,:-..:-.= Elevation @ 91' = • P: 0,0,:0:0:::, P; P:0:0:0:0:0: t 7' =!=!!=!=�: 10' iP-0-0-0-0-0- • Drain Rock ' '=11=•:..4,e= 0. 0.0.0._0:0_. Elevation @ 84' '= ''''':: .: .,11,0,0,:::, TH Elevation @ 78' (Dry @ 1/14/19) ' '= .; 3' : . 44TRENCH END VIEW THUNDERBIRD FALLS # 1 • N OR THRIM44\:...• ENGINEERING :'9 MI °!$, ' s SEPTIC TANK PROFILE 17237 Bear Pow Circle • • LET 4 Eogle River: Alosko 99577 0 ...:1171SEPTIC SYSTEM 907.694.7028 �1 el By Dote: ro- SFEET RECORD 2/11/19 SE ISc°16: i = 5 I 3 of 3 SE SOILS LOG - PERCOLATION TEST I\ICRTFRI M Date Performed: 3/3/16 ENGINEERING Performed For: Frank Neumann Legal Description: Thunderbird Falls #L Lot 4 DEPTH (FEET) T.H. Location: See Attached Design 1 - 4 Organic 2 - id. .a:: GM 3 - Groundwater? No 4 - :::p:•:..�j.::E--f2k- Depth -- Water Depth 5 - After Monitoring.None Date: 10/8/18 - 6 - SP Sand 7 - :-!::' Clean Sand �:`,.;..::...� : # Date Gross Time Net Time Depth Net Drop 8 - .-: -:•3-.•;-'..::-':* No Silt __ -- 1 10/8 0 6" ". .,: 2 10/8 10 10 min. 2' 4 10 - 3 10/8 10 -- -- 4 10/8 20 10 min, 2' 4' 12 - 5 10/8 20 -- 6" -- 13 - 6 10/8 30 10 min. 2' 4' 14 - -..,..:1:...;::.''.:;,:'. 6" 7 10/8 30 -- -- 15 - Did Not 8 10/8 40 10 rein. 2' 4' 16 - .:-•••-• •:'''''' Encounter 9 10/8 40 -- 6' -- 17 - Bedrock 10 10/8 50 10 min. 2' 4' 18 - 11 10/8 50 -- 6' -- 19 - 12 10/8 60 10 min. 2' 4' 20 - 21 - Percolation Rate 2.5 min./inch Perc Hole Diameter 6" Test Run Between 3' and 4' Comments: Presoaked. Measured to nest 1/16th inch. Performed By NorthRim Fng, I CERTIFY THAT THIS TEST WAS Performed in Accordance with All State/Municipal Guidelines in Effect ON THIS DATE, DATE: 10/8/18 ...7.7.144111.41.\, NORTHRIM "4gp.,::,: TESTHOLE LOG TH2 ENGINEERING PO Box 770724 • . • t Eagle River. Alaska 99577 . ,j 907.694.7028 = GEOTECHNICAL '. 0/8/18 12 .of 2 Certified Drilling Log DOC CO dba 1DLL1(IDAEN WATER WELLS P.O. Box 670269, Chugiak,AK 99567 688-2759 OWNER OF LAND: Arthur Neumann Bore Hole Data ADDRESS: PO BOX 670683 Chugiak,AK 99567 Depth LEGAL DESCRIPTION Thunderbird Falls#1 Lot 4 From To DATE: 6-1-16 0 2 Casing Stickup PERMIT NUMBER: OSP161027 DATE OF ISSUE: 3-21-16 2 4 Overburden TAX IDENTIFICATION NUMBER 05141122000 Is well located at approved permit location: ®Yes []No 4 10 Clay& Gravel Method of Drilling: Nair rotary []cable tool 10 120 Bedrock Gray Depth of Well: 400' 120 141 Bedrock Green Casing Type: Steel Wall thickness .250 inches 141 281 Bedrock Dark Gray Diameter: 6 inches, depth 44 feet Liner type 281 314 Bedrock Gray Static Water Level: 40 feet 314 321 Bedrock Green Recovery Rate 5 gpm [] gph 321 375 Bedrock Green w/Quartz Method of Testing Air 375 400 Bedrock Gray Well Intake Opening Type: []open end open hole ri Screened Start feet Stopped Perforations Start feet Stopped Grout Type: Bentonite Volume: 250 lbs Depth:from 2 feet,to 42 feet Well Disinfected Upon Completion: Nyes [] no Method of Disinfection: Chlorine 50 PPM Comments: Yield after frac is 5 GPM Shallow Bedrock Surface Seal set to MOA code WAi ht.(QUALITY TESTING-COlifOrm e CoW100mL `Iiimies til mg/L hiuric ug/L 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. DOC CO dba IrLIIIL1I1AEN WATER WELLS RO. Box 670269,Chugiak,AK 99567 688-2759 www.sullivanwaterwells.com Pump Installation Log Well Drilling Permit Number: SW OSP161027 Date of Issue 3-21-16 Parcel Identification Number: 05141122000 Legal Description Property Owner Name &Address Thunderbird Falls#1 Lot 4 Arthur Neumann Pump Installation Date: 10-25-18 Pump Intake Depth Below Top of Well Casing: 370 feet Pump manufacturer's Name: F&W Pump Model: TVS1510LT Pump Size: 1.5 hp Pitless Adapter Burial Depth: 10 feet Pitless Adapter Installer: UNKNOWN Disinfected Upon Completion? ® yes ❑ no Method of Disinfection: Chlorine 50 PPM Comments: Pitless Manufacturer: Martinson -CONSTANT PRESSURE SYSTEM Pump Installers Name: Sullivan Water Wells Attention:The pump installer shall provide a pump installation log to the DSD within 30 days of pump installation. 4‘;`No`"""'y O* MUNICIPALITY OF ANCHORAGE ,,,;,,, On-Site Water&Wastewater Program S,; -a.e PO Box 196650 4700 Elmore Road V 40 �. Anchorage,Alaska 99519-6650 Phone:(907)343-7904 Fax:(907)343-7997 -. \ http://www.muni.org/onsitey •., \., ::-) Dcpar tn.,' 4,�CFIUNP6F. On-Site Water & Wastewater System Permit Permit Number: OSP181234 Effective Date: 8/8/2018 Work Type: WellSeptic Renewal Expiration Date: 8/8/2019 Tax Code Number: 05141122000 Site Legal Address: THUNDERBIRD FALLS#1 LT 4 G:1764 Site Mailing Address: 24345 WHALEN CIR, Chugiak Owner: NEUMANN ARTHUR Lot Size in Sq Ft: 66646 Design Engineer: NORTH RIM ENGINEERING Total Bedrooms: 4 This permit is for the construction of: 0 Disposal Field 0 Septic Tank ❑ Holding Tank ❑ Privy E1 Private Well ❑ Water Storage All construction shall 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 shall notify the Development Services Department per AMC 15.65. Provide notification by calling (907) 343-7904 (24/7). 4. From October 15 to April 15, a subsurface soil absorption system under construction during freezing weather shall be either: a. Opened and Closed on the same day, or b. Covered, sealed, and heated to prevent freezing Special Provisions: 1. A portion of the proposed drainfield is in a different soil stratum than the strata that was tested. The Engineer needs to do an additional percolation test of the GM layer prior to the construction of the drainfield. Please submit stamped and signed results with the Inspection Report. If the results require a design change, construction of the system will stop pending On-Site review and approval (AMC 15.65.210C.3). ( 2. The well has been drilled. To close out this permit, a pump install log and water sample results for total coliform, nitrates and arsenic must be submitted. Ilimmimp Received By: Date: Issued By: 4 ' I I // Date: a k MUNICIPALITY OF ANCHORAGE Development Services DepartmentL17, 5 6 8 s �o Phone: 907-343-7904 On-Site Water & Wastewater Section �v >> Fax: 907-343-7997 z JUL 2 7 2018 ON-SITE SEPTIC/WELL P:'' IT APPLICAT ti Parcel I.D. 051- 6 8 L g 5 Property owner(s) / (c—OM�/ViV Day phone .527— 0 ii Mailing address Po 3O,( 6 70 6-(f-s' Site address btJ//4LE,t) e-(JzCLF Legal description (Sub'd., Block & Lot) 7A'CA/AE-SZ 43/724 f 4 LL.! / 407— q Legal description (Township, Range & Section) Lot Size ‘‘;6' c( Sq. Ft. Number of Bedrooms 4( APPLICATION IS FOR: APPLICATION IS AN: TYPE OF DWELLING: (® all that apply) Absorption Field Initial ❑ Single Family (SF) _ (w/wo ADU) Septic Tank Upgrade ❑ Duplex (D) ❑ Holding Tank ❑ Renewal Multiple Dwellings ❑ Privy ❑ (SF and/or D) Private Well (� Water Storage ❑ THIS APPLICATION INCLUDES A WAIVER REQUEST FOR: Distance: I certify that the above information is correct. I further certify that this is in accordance with applicable Municipal Codes. 73E-- (Signature of property owne authorized agent) Permit/Rush Fees: ,. I Waiver Fees: Date of Payment: If Date of Payment: Receipt Number: 05100AD Receipt Number: Permit No. 0,Spaw,q Waiver No. G:\Development Services\Building Safety\On Site Water and Wastewater\Forms\Client Forms\Perrnit Application.doc TI �IM ENGINEERING SteveEng.com Steve Eng, PE, PH u56789 �p P.O. Box 770724, Eagle River AK 9957 ,tiv Rwir (907) 694-7028 SteveEngPE@gmail.com a JUL2 7 2018 a � ti Date: 7/25/18 Number of Pages: as 8 L 9 h To: R. Carroll, MOA On-Site Services Subject: Thunderbird Falls #1 Lot 4 Permit Renewal The permit expired. The drawing has been updated. A gas line letter of non-objection was obtained per your direction. Please review the wastewater system design for the single family home. I have included design plans & specs, design guidelines, & soil tests. If there is need for additional information or clarification please give me a call. Thanks-Stev IbTFR V ENGINEERING SteveEng.com Thunderbird Falls#1 Lot 4 SPECIFICATIONS & DESIGN GUIDELINES Wastewater System Sizing: This is a new 4-bedroom, single family home, in a new subdivision. These lots are large and are to be served by private water wells.No adverse impacts are expected from on-site systems. No conflicts to the other lots will take place by this septic system construction. The easements are located on the drawing and are not encroached upon.New soil tests reveal clean sandy soil. An application rate of 1.2 GPD/FT2. Trench Length= 500 FT2/7'x 2 =35.7' trench, say 1 @ 38' (7' effective). A new 1250 gallon septic tank will be installed. A private well to be drilled. Specification Requirements: All components and work must comply with the Municipality of Anchorage Specifications(AMC) & State of Alaska Drinking Water Regulations and Wastewater Regulations. • Two compartment,New 1250 gallon septic tank. Install Double Cleanouts. • 5' minimum between the tank and trenches. 10' to property lines. • 3' of cover or insulation is required for trench; 2" Minimum thickness for insulation can substitute for l' cover. • Tank& solid pipe must be set on well compacted, stable soil. • 4 inch diameter cleanouts with airtight caps are required 1' to 4' from foundation wall, prior to any 90 degree bend in 4 inch line, in each tank compartment, and two adjacent opposing cleanouts between the tank and the absorption field, not more than 10' from the tank positioned to provide cleanout access towards the tank and towards the absorption field. • All cleanouts must extend to at least ground level. • In solid pipe runs, ASTM D-3034 may be used in lieu of cast iron. • Trench to be placed level,minimum of 4' to groundwater, 6' to bedrock from drain-rock. • Drain rock to be '/2 inch to 2 inch screened. Drain rock to be distributed uniformly throughout the trench. • Perforated pipe to be installed level with perforations down. • Silt barrier(filter fabric)to be installed above the drain rock. • Smeared trench sides must be raked or scarified before drain rock placement. • Backfill over drain rock must not be less than 36". • The finish grade must be mounded to promote drainage away from trench. • Insulation must be placed over any pipe installed under driveways or parking areas. • Approved pipe materials include cast iron, PVC ASTM D3034, PVC ASTM F789, ABS ASTM D2661, • Sewer Service Line is minimum 2%slope. • Septic Tank to be pumped every two years or when required. • Insulation board to be extruded direct burial polystyrene(Dow Styrofoam HI/wquale*, ul At 41 (,) ••. 9 Add 0.40. .. Sfeven W. Er :•4;•'• ` • ME 62 i. DESIGN NOTES: 1. New Trench Depth At 10'. 2. Plat Location For Well Complied With. 3. Lots Served by Private Water Wells. 4. No Conflicts Within 200'. 5. 6' Burial Depth/5'Lo4te Wire Under OH Power Line Per MEA. \— l0' T&E Easement Slope � • \ 33' Section Line Easement• \ - — — — — — — — — — New 1250 Gallon eptic Tank \- . w/DCO's Proposed Alternate Trenc Well° CO2 \ d • .. fco R10' \H2 4 Barri • ` \ 5! Slope CO/MT // Slope \ \ iir ro \ o ° s RlOOL 5`. Slope \�QSP �`'/I, LOT 5 // �A a e\ 04, LOT 3 \e 2, -------,,,,, T$F P� I 4,6 Phe QrPA, NORTHRIM ••`'�OF�'' 1' = 50' • �0.....'.q. THUNDERBIRD FALLS #1 ENGINEERING :�Q. 4. SteveEng.com 1�' 92 1. :. PLAN LOT 4 PO Box 770724 sit..W t LAYOUT Eagle River, Alaska 99577a. • 7WASTEWATER DESIGN 907. 694. 7028 ' V7-i, ` WATER WELL Dote: 8/8/18of 3 Foundation Cleanout / Tank Cleanouts Fin ^amide Opposing Cleanouts Between Septic Tank & Trenches 4 Foot Cover or Equal To Trench I—• - ,�. 1250 Gallon Steel 'Anchorage Tank' Mounded Cover To Match Terrain Dr Equal Monitor Tube Solid Pipe leanout DESIGN NOTES: _` I I 1. Depth of' Trench is 10'. 2. Septic Tank & Solid Pipe to be Placed on Compacted, Original Ground Stable Soil, Free from Boulders. Filter Fabric 3. Sewer Service Line is Minimum 2% Slope & 3' Cover. & Insulation Board 4. Water-Tight Couplings. Z-1 iNNiiiiiii2 5. See Specification Sheet. '=: '= .:'�'=•=•= 6. All Work To Conform to Municipality of' Anchorage (AMC) • • •'•'•-•"•" Requirements & Specifications. 7. Maintain 3' Cover Over Trench Or Insulate. .'�'�=�`�`�`• Drain Rock !=: '=0=•! •=! :; ! ! • ! ! N iii Vii:•is !. %•_•:•:•.•- I-I r:!:10:41;•;•: 3' '....maw,..,1 =�P�� ..++'++ TRENCH END VIEW NORTHRIM ;4 .• ,, THUNDERBIRD FALLS # 1 ENGINEERING ;* :4+- *$ SEPTIC TANK PROFILE LOT 4 77237 Boor Pow Circle �.'�� .Fq„ s Eagle River, Alaska 694.7028 99577 ��''+;' ' SEPTIC SYSTEM pate: Drown By: 1, _ 5 , SHaT'3 Of 3 RENEWAL 7/25/18 SE !Scale: ( SE MATANUSKA ELECTRIC ASSOCIATION, INC. LETTER OF NON -OBJECTION August 3, 2018 Arthur Neumann c/o Caleb Johnson, JCS Alaska 4333 South Carillon Drive Wasilla, Ak 99623 Re: Lot 4, Thunderbird Falls No. 1, Plat No. 2002-169; 24345 Whalen Circle, Chugiak, AK 99567 A Ten Feet wide Utility Easement, depicted on attached drawing dated 7/12118 Dear Mr. Neumann: MEA has no objection to the encroachment of one 4 -inch septic connector pipe, undercrossing a ten feet wide electric easement, to buried at a depth of six feet with a locate wire buried at the five feet depth over said pipe. 1. The improvement will in no way restrict or limit the current or future ability of MEA to fully enjoy the benefits of the easement for any and all utility purposes that it presently enjoys under the easement. 2. MEA will be held harmless by the landowner from liability for any and all damages or injury to any person or property that may result from the existing and future use of the easement by MEA, its contractors, or assigns. 3. MEA will be held harmless by the landowner for any and all liability arising out of or relating to any use of the easement by others under a Letter of Non -Objection. 4. The landowner will be liable for any damages caused to MEA facilities by the improvement in the easement. 5. The landowner will be responsible for any special construction costs incurred by MEA due to the improvement in the easement. 6. The landowner will assure compliance with all applicable safety codes relating to the improvement in the easement. 7. Use of this letter by the landowner, their successors or assigns will constitute acceptance of these conditions. 8. Alteration of these conditions shall invalidate this letter. 9. This letter is not effective unless it is recorded in the Anchorage Recording District before ownership of the referenced prnperty is chan ed from the above-named landowner. Sincerely, Manny Lopez, 1;A Land Services Ma er STATE OF ALASKA) SS - THIS IS TO CERTIFY that on this �_3 day, August, 2018 before me, the undersigned, a Notary Public in and for the State of Alaska, duly commissioned and sworn as such, personally appeared m oJin j Lpe�z_ Known to me and to me known to be the individual(s) named in and who executed the foregoing instrument and acknowledged to me that he/she/they signed and sealed the same as a voluntary act and deed for the uses and purposes therein mentioned. IN WITNESS WHEREOF, I have hereunto set my hand and official seal the day and ye ' t above written SEAL �y�,YNPJ_`Sj�'Li , Notary Public in and of Alaska My commission expires �`gOT.,9 'Jtia i N Return to: MEA, PO Box 2929, Palmer, AK 99645 ATF OF N-. Fd VC/"M El. 74.7' - - -- 1r'ittf s 454 �jc ir4 tbl -�. I Fr r'yJ OF ``44t1 TIS s 139.51'21' W (M) S 89'50'88" W (R) 10'T&EESM7 \ 33' Section Une Esnt rp L 0 T 4 Ekectric Id Line ` \ h F+ rry J J 459.77' (M) 460.00' (R) w Weil J/ 34' n Veil it�A r� _R= 50.00' 10' .� L- 96.10' T & E i 'A pony- P. Bonet a (� Esnt LS -10393 _ tl' It Fd Z Q AMss ` \ fit ii+ltitl\\\�`�%`�` �` V C�F� L= 3218' J Fd Rbr/M Q. U&G' I hereby certify that a survey of Lot 4,Thunderbird Fails Subdivision Add. 1, was made on July 12, 2018 and that the improvements situated thereon are within the property lines and do not overlap or encroach on the property lying adjacent thereto, that no improvements on property lying adjacent thereto encroach on the premises in question and that there are no roadways, transmission lines or other visible easements on said property except as indicated hereon, It is the responsibility of the owner to determine the existence of any easements, covenants, or restrictions which do not appear on the recorded subdivision plat. Under no circumstances should any data hereon be used for construction or for establishing property boundary or fence lines. Dated at Anchorage, Alaska, this day of �V' o'?D/ Rbr/FC HIP APB Land Surveying ¢ >o °0 Thunderbird Falls SubdvisionAdd. 1 PLOT PLAN SHEET Peace l777 SCALE MWT Lot 4 Arthur !Neumann 1 12 Ea East Eagle Riveerr,, Alaska 9957ai t. - 600 As Depicted on: Plat No. 2002-169 P.O. Box 670683 / of Anchorage Recording District Chuglak, Alaska 99567 / (907) 227-1361 GRID: NW1764 / Surveyed: July 12, 2016 DRAFTED: RWR G1IECICEO: APPROVE©: Certified Drilling Log OWNER OF LAND: Arthur Neumann ADDRESS: PO BOX 670683 Chugiak, AK 99567 LEGAL DESCRIPTION Thunderbird Falls #1 Lot 4 DATE: 6-‐1-‐16 PERMIT NUMBER: OSP161027 DATE OF ISSUE: 3-‐21-‐16 TAX IDENTIFICATION NUMBER 05141122000 Is well located at approved permit location: Yes No Method of Drilling: air rotary cable tool Depth of Well: 400’ Casing Type: Steel Wall thickness .250 inches Diameter: 6 inches, depth 44 feet Liner type Static Water Level: 40 feet Recovery Rate 5 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: 250 lbs Depth: from 2 feet, to 42 feet Well Disinfected Upon Completion: yes no Method of Disinfection: Chlorine 50 PPM Comments: Yield after frac is 5 GPM Shallow Bedrock Surface Seal set to MOA code Bore Hole Data Depth From To 0 2 Casing Stickup 2 4 Overburden 4 10 Clay & Gravel 10 120 Bedrock Gray 120 141 Bedrock Green 141 281 Bedrock Dark Gray 281 314 Bedrock Gray 314 321 Bedrock Green 321 375 Bedrock Green w/ Quartz 375 400 Bedrock Gray 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. www.sullivanwaterwells.com Pump Installation Log Well Drilling Permit Number: SW OSP161027 Date of Issue 3-21-16 Parcel Identification Number: 05141122000 Legal Description Property Owner Name & Address Thunderbird Falls #1 Lot 4 Arthur Neumann Pump Installation Date: 10-25-18 Pump Intake Depth Below Top of Well Casing: 370 feet Pump manufacturer’s Name: F&W Pump Model: TVS1510LT Pump Size: 1.5 hp Pitless Adapter Burial Depth: 10 feet Pitless Adapter Installer: UNKNOWN Disinfected Upon Completion? yes no Method of Disinfection: Chlorine 50 PPM Comments: Pitless Manufacturer: Martinson - CONSTANT PRESSURE SYSTEM Pump Installers Name: Sullivan Water Wells Attention: The pump installer shall provide a pump installation log to the DSD within 30 days of pump installation. Permit Number: Tax Code Number: Work Type: Permit Effective Dates: Design Engineer: Subdivision: Site Legal Address: Owner/Address: Site Mailing Address: On-Site Water & Wastewater System Permit MUNICIPALITY OF ANCHORAGE Development Services Department On-Site Water & Wastewater Program 4700 Elmora Read, PO Box 196650 Anchorage, AK 99519-6650 Telephone: (907) 343-7904 OSP161027 05141122000 WelISeptic Initial March 21,2016 NORTH RIM ENGINEERING THUNDERBIRD FALLS #1 to March 21,2017 THUNDERBIRD FALLS #1 LT 4 G:1764 NEWMANN ARTHUR PO BOX 670683 CHUGIAK AK 995670683 Lot Size in Sq Ft: Total Bedrooms: mrtment 66646 4 This permit is for the construction of: Y Disposal Field Y SepticTank 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. The proposed system is in a different soil stratum than the strata that was tested. The Engineer needs to do an additional percolation test prior to the construction of the septic field. Please submit stamped and signed results with the As-built Inspection Report. If the results require a design change, construction of the system will stop pending On-Site review and approval. AMC 15.65.060.B.2 MUNICIPALITY OF AN( Community Development Department Development Services Division On-Site Water & Wastewater Program ON-SITE SEWER/WELL PERMIT APPLICATION Property owner(s) Mailing address Site address Legal description (Sub'd., Block & Lot) '7--',~ u^cJb--~r¢',~ Legal description (Township, Range & Section) Lot Size ~6'., &"f-/'~' Sq. Ft. Number of Bedrooms Parcel I.D. 0-5''1- 4///- Z z. /V/,¢-~¢¢~"~ ,"-".. Day phone /-o¢ ,/ APPLICATION IS FOR: ([~ all that apply) Absorption Field ~ Septic Tank [~ Holding Tank ' [] Privy [] Private Well ~ Water Storage [] APPLICATION ISAN: * · TYPE OF DWELLING: Single Family (SF) Initial /j~3 (w/we ADU) Upgrade [] Duplex (D). Renewal [] 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. (Signature of propert~ own~uthorized agent) PermitJRush Fees: Date of Payment: Receipt Number: Permit No. Waiver Fees: Date' of Payment: Receipt Number: Waiver No. Permit App29-1-12.doc MEMO Steve Eng, PE, PH P.O. Box 770724, Eagle River AK 99577 (907) 694-7028 SteveEngPE~gmail.com Date: 2/15/16 Number of Pages: ~ To: MOA On-Site Services Subject: Thunderbird Falls #1 Lot 4 Advantex Design & Water Well A new house is proposed along with associated wastewater & water system. The plat requires strict sizing requirements. Then original plat utilized a sand filter. We are proposing an Advantex Cat III system. Due to the limited area, we are requesting a separation to bedrock to 2'. This will allow construction of the trench in the limited area available. A previous test hole reveals soil ~ 48 minutes per inch perk rate. The wells and wastewater systems all have strict location requirements noted on the plat. This will allow development with no conflicts. Please review the wastewater system design for the single family home. I have included design plans & specs, design guidelines, & soil tests. If there is need for additional information or clarification please give me a call. Thmnks-Ste~ T?IM EERING MEMO Steve Eng, PE, PI[ P.O. Box 770724, Eagle River AK 99577 (907) 694-7028 SteveEngPE~gmail.eom Date: 3/19/16 Number of Pages: / To: Deb Wockenfuss, MOA On-Site Services Waiver Request- Lot Line Subject: Thunderbird Falls #1 Lot 4 Septic Design & Water Well During the course of this project we have been attempting to find the best location for a septic system. Two new additional test holes were excavated. The soil discovered along the west property line is the best quality; clean sand with no grotmdwater present. For this reason, the owner is requesting the trench be constructed along the property line. No adverse issues should result from this trench location. The owner of Lot 4 is curremly living on the adjoining lot and has permission of the Lot 3 owner to clear trees along this border. Please review the wastewater system design for the single family home. I have included design plans & specs, design guidelines, & soil tests. If there is need for additional information or clarification please give me a call. Thanks-Steve ENGINEERING Thunderbird Falls #1 Lot 4 Wastewater System Sizing: ? home, in a new subdivision. These lots are large and are to be served by private water wells. No adverse impacts are expected from on-site systems. No conflicts to the other lots will take place by this septic system construction. The easements are located on the drawing and are not encroached upon. New soil tests reveal clean sandy soil. An application rate of 1.2 GPD/FT2. Trench Length = 500 FT2/7'x 2 = 35.7' trench, say 1 ~ 38' (7' effective). A new 1250 gallon septic tank will be installed. A private well to be drilled. Specification Requirements: All components and work must comply with the Municipality of gaxchorage Specifications (AMC) & State of Alaska Drinking Water Regulations and Wastewater Regulations. · Two compartment, New 1250 gallon septic tank. Install Double Cleanouts. · 5' minimum between the tank and trenches. 10' to property lines. · 3' of cover or insulation is required for trench; 2" Minimum thickness for insulation coax substitute for 1' cover. · Tank & solid pipe must be set on well compacted, stable soil. · 4 inch diameter cleanouts with airtight caps are required 1' to 4' from foundation wall, prior to any 90 degree bend in 4 inch line, in each tank compartment, and two adjacent opposing cleanouts between the tank and the absorption field, not more than 10' from the tank positioned to provide cleanout access towards the tank and towards the absorption field. · All cleanouts must extend to at least ground level. · In solid pipe runs, ASTM D-3034 may be used in lieu of cast iron. · Trench to be placed level, minimum of 4' to groundwater, 6' to bedrock from drain- rock. · Drain rock to be ½ inch to 2 ½ inch screened. Drain rock to be distributed uniformly throughout the trench. · Perforated pipe to be installed level with perforations down. · Silt barrier (filter fabric) to be installed above the drain rock. · Smeared trench sides must be raked or scarified before drain rock placement. · Backfill over drain rock must not be less than 36". · The finish grade must be mounded to promote drainage away from trench. · Insulation must be placed over any pipe installed under driveways or parking areas. · Approved pipe materials include cast iron, PVC ASTM D3034, PVC ASTM F789, ABS ASTM D2661, Sewer Service Line is minimum 2% slope. Septic Tank to be pumped every two years or when required. Insulation board to be extruded direct burial polystyrene (Dow Styrofoam HI/equal) F F n --t -.~ n 0 L~ Z 0 n X- c p 0 P ~ 0 -~ c 0 C o C) 0 < r~ '5 ,+ N D- J~ 0 < c- ,-+ --I 'El '5 X- "5 n D- SFIILS LBG - PERCBLATIBN TEST Date Pep£ormed: 3/3/16 Per?armed For~ Frank Neumann Legal Description: Thunderbird Fa[Is ~1, Lot 4 a - 3 - 4 - 5 - 6 7 8 - 9 - 10 - 11 - 1P - 13 - 14 - 15 - 16 - 17 - 18 - 19 - 80 DEPTH (FEET) , % ..:~ '.7%1 Orgcnic T,H, Location: See Attached Design SM Sand w/ Grave[ Low Silt NL/SN High Silt Did Not Encounter Bedrock Groundwater? No Depth -- Water Depth AFter Monitoring,13' Date~ 3/13/16 ~ Date Gross Time Net TiMe Depth Net Drop 1 3/3 0 -- 7, -- 8 ~3/3 10 10 Min, 10,5' 3,5' 3 3/3 18 -- 7, -- 4 3/3 88 10 Mir,, 10,5' 3,5' 5 3/3 85 -- 7, -- 6 3/3 35 i0 min, 10,5' 3,5' 7 3/3 37 -- 7. __ 8 3/3 47 10 Min, 10,5' 3,5' 9 3/3 50 -- 7' -- 10 3/3 60 10 mir, 10,5' 3,5' Percolation Rate 3 min,/inch Test Run Between 3' and 4' Pe~c HoLe Diameter Commentsl Prpqnnked. Mea~ur'ed ±n npnppc;l; 1/16'th inch, PerFormed :ByNor±hRim Fng, I ~ CERTIFY THAT THIS TEST WAS PerFormed in Accordance with AIl StateYMunicipa[ Guidelines in ECCect FIN THIS :DATE, DATE: 313/16 NOR THRIM ENOINEERINO PO BOX 770724 ~o~e Ri'v~ro AIoMco 99~7 907.694. 7028 TESTHOLE LOG GEOTECHNICAL TH1 THRIM INEERING SOILS LOG - PERCOLATION TEST Date PerFormed~ 3/3/16 Per?armed For~ Frank Neumann Legal Description: Thunderbird FaiLs #1, Lot 4 8 - 3 - 4 - 5 - 6 - 7 - 8 - 9 - 10 - 11 13 - 14 - 15 - 17 - 18 - 1c) - 20 - DEPTH (FEET) Organic GM T,H, Location: See Attached Design SP Sand CLean Sand No SiLt Did Not Encounter Bedrock Groundwater? No Depth -- ~ater Depth A?ter Monitorinq,None Date: 3/13/16 ~ Date Gross Time Ne~ Time Depth Net Drop 1 3/3 0 -- 7, -- 8 3/3 10 10 Mir, 12' 5' 3 3/3 12 -- 7. -- 4 3/3 28 ]0 rain, 18' 5' 5 3/3 85 -- 7, -- 6 3/3 35 10 rain, 7 3/3 37 -- 7' -- 8 3/3 47 10 Min. 12' 5· 9 3/3 50 -- 7' -_ 10 3/3 60 10 nih, 18' 5' PercoLation Rote 8 min,/inch Perc HoLe DiaMeter 6' Test Run Between 4' ond 5' Per?armed Byi~_lD.._p2~l.B..b.~.F-..og, I ~z<q CERTIFY THAT THIS TEST WAS PerFormed in Accordance ~ith ALL State/MunicipaL GuideUnes in E~ect ON THIS DATE, DATE: 3/3/16 NOR THRIM ENGINEERING PO Box 770724 gogle RIv~', Alaska 99S77 TESTHOLE LOG GEUTECHNICAL TH2 3/17/16 o'¢ 2 ~D ENGINEERING 20441 PTARlVIIGAN BLVD. EAGLE RIVER, AK 99577-8736 Projecv. NWl/4, NW3J4, NWl/4, Sec36, T16N, RIW, SM TEST HOLE # 00-4 4- 5- 6- 7- 8- (~t) Ors/SM- red/brown, sandy gravel, silt w/organics, moist SP-gmy, sandy MUSM - gray, density increasing w/depth B.O,H. Bedrock I SEE ATTACHED SITE PLAN · FOR HOLE LOCATION Was Ground water encountered? NO What depth? lqA Depth to water after monitoring? DRY Date? 4/19/00 Reading Date Gross Net Depth to Time Time Water 1 4/12/00 3:45 7" 2 4:15 30 rain 7 6/16" 3 4:15 - 7 6/16" 4 4:45 30 rain 6 12/16" Net Drop 10/t6" 10/16" 10- _ 5 4:45 6 12/16" 11- 6 5:15 30rain 62/16" 12- 10/16' 13- 14- 15- 17- 18- * Water Added 19- HOLE PRESOAKED Percolation Rate 4~ (min/in)PercHoleDiameter 20- PRIOR TO TEST Test Run Between 2 feet and 3 feet 6~ L Kenneth M. Duffus, certify that this test was performed in accordance with all State and Municipal guidelines in effect on ~ date. MUNICIPALITY OF ANCHORAGE Development Services Department 4,4 7-e) Phone: 907-343-7904 On-Site Water & Wastewater Section — Fax: 907-343-7997 Certificate of On-Site Systems Approval Parcel I.D. 05141122000 Expiration Date: _6-Aq//R fr,4ki 1. GENERAL INFORMATION Complete legal description Thunderbird Falls #1 Lot 4 Location (site address) j' ''' "It- ' - 1 eji- 2'y3 y. Whale i*- c Current property owner(s) Neumann Day phone 350-2288 Mailing address Real estate agent na Day phone 2. TYPE OF DWELLING: o� 0 Single Family (w/wo ADU) a r c_1 1 ;1 Lv.J l> I I Duplex 3 U Multiple Dwellings (Single Family and/or Duplex) c, 3. NUMBER OF BEDROOMS: 4 L` of6 3 r 9 5� 4. TYPE OF WATER SUPPLY: TYPE OF WASTEWATER DISPOSAL: Private Well I x I Private Septic E Water Storage ❑ Holding Tank ❑ Community Well ❑ Community ❑ Public Water System ❑ Public Sewer I I Waiver request for: Distance: ------Sic Received by: .c )-- Date: Z70//7 COSA to be released to the engineer, unless othe Ise requested by the engineer. 95- COSA Fee $ 111 Waiver Fee $ Date of Payment 413/15 Date of Payment Receipt Number 0/ 51/3 Receipt Number COSA# Vbc`gl Uyt/ 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. I acknowledge that On-Site staff may visit the site to verify the information submitted. Name of Firm NorthRim Eng. Phone 694-7028 Address PO Box 770724, Eagle River Engineer's Printed Name Steve Eng Date 2/12/19 lif^� r '.' (4( 1• 1 tom" • a„ 6. DSD SIGNATURE • °41 System #1 Approved for Ll, bedrooms �' 41 ; i System #2 Approved for bedrooms A-, lq Disapproved •k- //zit? ,'�� sv Conditional approval for bedrooms, with the following stipulations: Jr rip.`�. r,. L 3 ON_S1TETr\ WATER AND WASTEWA MR 6 PRO(RA e c.„ 4,, BY �� Original Certificate Date: Z I (1—/ 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 X Nitrate Advisory Septic System Advisory Arsenic Advisory Well Flow Advisory Other COSA Checklist blue sheet COSA Checklist Legal Description: Thunderbird Falls #1 Lot 4 Parcel ID: 05141122000 If more than 1 septic system on lot: COSA Checklist# of Structure served by this system A. WELL DATA ❑� Well log is filed with Onsite (or attached) Well production at time of test 5 gpm Date drilled 6/1/16 Water storage tank volume gallons Total depth 400 ft Well disinfected for coliform test? ❑ Yes 0 No Cased to 44 ft 11 Coliform bacteria is Negative ❑■ Sanitary seal is functioning correctly Nitrate 0.45 mg/L ❑ Nitrate less than MRL (ND) ❑� Wires are properly protected Arsenic ug/L ii Arsenic less than MRL (ND) Casing height (above ground) 24 in. Collected by NRimEng Date of flow test for COSA 6/1/16 Date of Sample 12/10/18 Static water level at beginning of test 40 ft. Comments B. TANK DATA C. LIFT STATION Age of tank(s) new years ❑ Required maintenance completed Tank type/material Steel/Sept L Age of lift station years Measured operating fluid levelffin septic tank new Lift station material ® Standpipes/foundation cleanout per record drawing Comments: Date of pumping new D. ABSORPTION FIELD DATA new Which system tested (date installed) new j.IS i° Adequacy test date new 0 ALL standpipes present per record drawing Results Pass For / bedrooms Total measured depth from grade 11 ft(max) Fluid depth prior to test in Measured depth to pipe invert from grade 4 ft(min) Water added na gal ❑ N/A— pressurized field New depth in 0 Monitor tubes go to bottom of effective. If not, state Elapsed time min depth into effective Final fluid depth in UI Code-required soil cover over field Absorption rate gpd ❑ System presoaked (Required if vacant for greater than 30 days prior to Any rejuvenation treatment (past 12 months) date of test) If yes, enter date Gallons introduced gallons Comments/Deficiencies: COSA Checklist yellow sheet E. SEPARATION DISTANCES From Private Well on Lot to: (Please enter distances if less than required or if community well) Septic Tank/Lift Station on Lot> 100' Community Sewer Manhole/Cleanout> 100' —ID Yes if No ft ❑✓ Yes if No ft Neighboring Tank > 100' El Yes if No ft Private Sewer/Septic Line > 25' 0 Yes if No ft Absorption Field on Lot> 100' El Yes if No ft Holding Tank> 100' 0 Yes if No ft Neighboring Absorption Fields> 100' Animal Containment> 50' 0 Yes if No ft Yes if No ft Manure/Animal Excreta Storage > 100' Community Sewer Main > 75' 0 Yes if No ft 0 Yes if No ft From Septic/Holding Tank on Lot to: (Please enter distances if less than required) Building Foundations > 10' 0 Yes if No ft Surface Water> 100' Yes if No ft Property Line > 5' ✓❑ Yes if No ft Wells on Adjacent Lots: Absorption Field > 5' 0 Yes if No ft Private Wells > 100' 0 Yes if No ft Water Main > 10' 0 Yes if No ft Community Wells> 200' 0 Yes if No ft Water Service Line > 10' 0 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' ✓Q Yes if No ft If absorption field is under driveway comment below Property Line > 10' ElYes if No 11+ ft Wells on Adjacent Lots: Water Main > 10' El Yes if No ft Private Wells > 100' ❑✓ Yes if No ft Water Service Line > 10' ElYes if No ft Community Wells > 200' ❑✓ Yes if No ft Surface Water> 100' 0 Yes if No ft F. ENGINEER'S COMMENTS L. oT L /#E JA/Vf/- - / G. ENGINEER'S CERTIFICATION - r'.-.r;,, „a,,,. OF ,_,n ,,.� b1� 4,;',4,:,:-`,• (T ^�:..c nd ,yJ L I certify that I have determined through field inspections and review 6•T9 V. of Municipal records that the above systems are in conformance with R, * jpp MOA COSA guidelines in effect on this date. (: F� ;,c,,� ,r-': '.';e0 iii4 .tea. , P z® < C; • <yo0 4 COSA Checklist yellow sheet ®��'��-�Q�`� S 89'51'21' W (M) 459.77' (M) Fd BC/MON S 89'50'28' W (R) 460.00' (R) • \ II 10' T & E ESMT Fd Rbr/PC \ \ 40' 33' Section Line Esrit. 2' (tt f12'x16'e9- Cunt 1- 1.5' Well f F9. / !e, r verhnng q2W�� Y&�cJ6� El c tric \Cs / :122,F-,..SLeory �-6'x12' v3`O j. Line / Houe /� Deck / 1f• F \\;m>.\\6'.5)G � h� L0T 4 / .o 2.5'x3.5' 5::i‘" (� rp -Septict" ,veng / Storrs pt r� J Pipes s� 3*, / / / co 4 J �/ C \ , Overhang // // . co 57.5' t.5/ / i rt,rt, \ Overhang / ``\,,\\\\\\\\lttt / - .`P�� OF A�qS '11/ off �\ ////- _::::":\V''.-• C . A. y !/ lectrlc / ! Line * - 49T.1 i \ ••*//� \ //i ii T ony P. Boneta• �F9 •90- \\\ '\ \._ , / c� 1 ///i,; LS-10393 , OO�r��P� \\ (,)( '.. tttttt\\\\\ `�,,` / R= 50.00' 10' R,, ( �\ �' L= 96.10' T & E o I hereby certify that I have surveyed the following described \ Estht if) property: Lot 4,Thunderbird Falls Subdivision Add. I. ''. ~ <APlat No. 2002-169,Anchorage Recording District,and that no Fd Rbr Cl: 1;1/ \ G' encroachments exist except as indicated hereon. This As-builte `�^' , will only show the easements that appear on the recorded � ,V R- 320.18' subdivision Plat No. 2002-169, Anchorage Recording District; under no circumstances should this data hereon be used for Fd Rbr/Pc the construction or establishing oflxxmdary or fence lines. Nora: e.Yr�4 pte0tw4 sf61bArea on i/221/9 25 Thunderbird Falls Sub'd Add. No. 1 ASBUILT SURVEY APB Land Surveying SHEET SCALE IN FEET Lot 4 Arthur Neumann 12204 East Prince of Peace Dnve Eagle River,Alaska 99577 As Depicted on: Plat No.2002-169 P.O.Box 670683 of Anchorage Recording District Chugiak,Alaska 99567 / 1 (907)227-1361 GRID: NW1764 I Surveyed:January 22,2019 DRAFTED: RWR I CHECKED: