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Home My WebLink AboutT12N R2W SEC 30 N2SW4NW4NE4SE4TI 2N R2 'o 5 t i o n 3 RichelWs SNOWPLOWING/907 Water Wall Services 90]-]64-1992 Invoice #000801 Customer Invoice Details Andrea & Martin Schuster Snowbird 3 PDF created December 22, 2023 LLC $1,560.00 Mdschuster@alaska.edu 907-802-8301 13324 Alpweg Anchorage, AK 99516 Items Well casing extension 18"t per muni code. Includ3s well cap/conduit with internal and external wire extensions All invoices are due upon receipt. 907 Water Well Services reserves the right to place and assume Construction Contractor liens on properties with unpaid balances. Subtotal Total Paid Payments Dec 15, 2023 (Visa 5192) Invoke 8000801 Issue date Dec 15, 2023 Payment Due December 15, 2023 $1,560.00 Quantity Price Amount 1 $1,560.00 $1,560.00 $1,560.00 $1,560.00 $1,560.00 O View online Page 1 of 1 To view your invoice go to httpsggsquareup.com/u/GfBgumEf h Or open the camera on your mobile device and place the QR code in the camera's 17, t view. I I 0, Lot 1 I LLL MEADOW ROAD SUB. i 02102204000 3. aS 89'49'33"I E 328.37 TAX ID. NO. 02102214000 54,222 s.f. 12D.Q .. PUBLIC USE EASEMENT X... f ,>-- SEPTIC PIPES 25' ENSTAR EASEMENT 10' ENSTAR EASEMENT / BOOK 2561, PG 266�tpN� HOUSE DETAI Scale: 1"=30' V�. N 89'50'21 " W 328.50' t 02102215 NOTES: 1) BOUNDRY INFORMATION IS FROM AN UNRECORDED SUBDIVISION PLAT BY WAYNE BRICKLEY JR. DATED 7/19/65 12.5' PUBLIC USE AND ENSTAR EASEMENTS cLOo O O N \ N ASN -AL -T, ' Q O 42.9' Z . I 10' x 154' CEA I ' EASEMENTS I CONC. / 2) DUE TO SNOW & ICE COVER, SOME SURFACE LEVEL FEATURES ARE APPROXIMATE. PLOT PLAN AS BUILT _XL_ SCALE 1" = 50' GRID SW 2943 Project No. 23-590/A1 11500 Daryl Avenue, Anchorage, Alaska 99515-3049 Lang & Associates, inc. (907) 522-6476 Phone Qappp�O� (907) 522-4625 Fax oo OF Professional Land Surveyors kenOlangsurvey.com v �..... . • q d Jon athanOlangsurvey.com GG s ryonOlongsurvey.com aQ�P' 1 hereby certify that I have surveyed the following described property: 0 �.491H Q .............. ............... T12N, R2W, SECTION 30 N1/2, SWi/4, NW1/4, NEI/4, SEi/4 Anchorage Recording District, Alaska, and that the improvements situated thereon are 0 within the property lines and do not encroach onto the property adjacent thereto, that ) KEIVN . .6.. . no Improvements on the properly lying adjacent thereto encroach on the surveyed V �, , premises and that there are no roadways, transmission lines or other visible �Z easements on said property except as indicated hereon. V4c�'•. V QQi,• ' ��1� Dated this the 1.` t4� Day of ',= = '' ` `' , , at Anchorage, Alaska QO��£SSroNA��Q It Is the responsibility of the owner to determine the existence of any easements, AECC963 covenants, or restrictions which do not appear on the recorded subdivision plat. MUNICIPALITY OF ANCHORAGE On -Site Water & Wastewater Program �o�;,;,,, PO Box 196650 4700 Elmore Road Anchorage, Alaska 99519-6650 Phone: (907) 343-7904 Fax: (907) 343-7997` http://www.muni.org/onsite Department On -Site Wastewater Disposal System Permit Permit Number: OSP231406 Effective Date: 12/26/2023 Work Type: SepticTank Upgrade Expiration Date: 12/25/2024 Tax Code Number: 02102214000 Site Legal Address: T12N R2W SEC 30 N2SW4NW4NE4SE4 G:2943 Site Mailing Address: 13324 ALPWEG, Anchorage Owner: SNOWBIRD 3 LLC Lot Size in Sq Ft: 54450 Design Engineer: FIRST WATER CONSULTING Total Bedrooms: 4 This permit is for the construction of: ❑ Disposal Field Q Septic Tank ❑ Holding Tank ❑ Privy ❑ 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 - Received By:—s S Vim j� C Date: --— - - Issued By: Date: / ZL 2 3 UM CC , T Y OF HCM017R GFE Development Services Department Phone: 907-343-7904 On -Site Water & Wastewater Section Fax: 907-343-7997 ON -SITE SEPTIC/WELL PERMIT APPLICATION Parcel I.D. 021-022-14 Property owner(s) SNOWBIRD 3 LLC Day phone Mailing address PO BOX 15403 FRITZ CREEK, AK 99603 6380 Site address 13324 ALPWEG, ANCHORAGE, AK 99516 Legal description (Sub'd., Block & Lot) Legal description (Township, Range & Section) T12N R2W SEC 30 N2SW4NW4NE4SE4 Lot Size 54,450 Sq. Ft. Number of Bedrooms 4 APPLICATION IS FOR: APPLICATION IS AN: TYPE OF DWELLING: (® all that apply) Absorption Field ❑ Initial ❑ Single Family (SF) El (w/wo ADU) Septic Tank 0 Upgrade ❑ (D) ❑ Holding Tank El Renewal 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. (Signature of property owner or authorized agent) Permit/Rush Fees: 7,Z 5 Waiver Fees: Date of Payment: Z 1 /Iti ze Z 3 Date of Payment: _ -ReceipfNumber. Receipt Number: Permit No. �S i� z 3 ti Waiver No. GADevelopment Services\Building Safety\On Site Water and Wastewater\Forms\Client Forms\Permit Application.doc 13030 Sues Way, Anchorage, AK 99516 907-350-9566 / firstwaterAK@gmail.com ! !! December 8, 2023 Municipalities of Anchorage On-Site Water & Wastewater Program 4700 Elmore Road Anchorage, AK 99507 RE: SEPTIC TANK UPGRADE PERMIT LEGAL: T12N R2W SEC 30 N2SW4NW4NE4SE4 SITE: 13324 ALPWEG, ANCHORAGE, AK (GLEN ALPS) The owner has requested that we obtain a septic permit to upgrade the existing aged steel septic tank on the above referenced lot. We propose to install a 1530-IM Infiltrator septic tank per the attached design to serve the existing 2-bedroom duplex residence. The proposed 1500-gallon+ tank is to be installed for this 4-bedroom rated septic system, for current functionality and future consideration or flexibility. No groundwater was noted, but if groundwater is encountered during installation the tank may be required to be anchored. The lot and area are served by private water and any encroaching wells, easements, … must be staked prior to construction. The design will not impact any of the neighboring properties. Please contact us if you have any questions. Sincerely, Curtis Huffman, P.E. Municipality of Anchorage On-site Water and Wastewater REVIEWED FOR CODE COMPLIANCE OSP231406, Curtis Townsend, 12/26/23 FIRST WATER CONSULTING T12N R2W SEC 30 N2SW4NW4NE4SE4 DESIGN DETAILS: MOA TAX ID 021-022-14 Municipality of Anchorage On-site Water and Wastewater REVIEWED FOR CODE COMPLIANCE OSP231406, Curtis Townsend, 12/26/23 ENSTAR Natural Gas Company, LLC Engineering Department, Right of Way Section 401 E. International Airport Road P. O. Box 190288 Anchorage, Alaska 99519-0288 (907)277-5551 FAX (907) 334-7798 December 22, 2023 Snowbird 3, LLC P.O. Box 464 Homer, AK 99603 Subject: Letter of Non-Objection – Septic Tank N1/2, SW1/4, NW1/4, NE1/4, SE1/4 of Section 30, T12N, R2W, S.M. To whom it may concern: ENSTAR Natural Gas Company, LLC (ENSTAR) has no objection to existing septic tank encroachment within a ten feet (10 FT) wide ENSTAR Natural Gas Right-Of-Way Easement, which is in alignment with the existing road and located within the N1/2, SW1/4, NW1/4, NE1/4, SE1/4 of Section 30, T12N, R2W, Seward Meridian, filed in the records of the Anchorage Recording District, Third Judicial District, State of Alaska. ***Be advised, there is a natural gas facility located in the area.*** Acceptance and use of this letter of non-objection by yourself, your heirs, your assigns, or your successors, will constitute agreement to the following stipulations: •Landowner/Contractor working near ENSTAR gas facilities shall contact the Alaska Digline, Inc., (907) 278-3121 or 811 for line locating two (2) business days prior to any related excavation. This service is free of charge. •ENSTAR will be held harmless, now and forever for any damages or injury to any person or property as a result of this encroachment. •Any ENSTAR facility damaged or destroyed, as a result of this encroachment will be repaired at no cost to ENSTAR. •Any costs incurred by ENSTAR for special construction necessitated by this encroachment will be borne by the land owner. •This letter of non-objection will in no way preclude ENSTAR from full use and enjoyment of its rights within any portion of its right-of-way. If you have any questions, please feel free to contact me at 907-252-1294 or by email at Skylar.Furlong@enstarnaturalgas.com. Sincerely, Skylar Furlong Right of Way & Permitting Agent ENSTAR Natural Gas Company, LLC O O O tD N N O N O I I 0, Lot 1 I LLI MEADOW ROAD SUB. i 02102204000 3. aS 89'49'33"I E 328.37' TAX ID. NO. 02102214000 54,222 s.f. 12D.Q .. PUBLIC USE EASEMENT X... f .>-- SEPTIC PIPES 25' ENSTAR EASEMENT 10' ENSTAR EASEMENT / BOOK 2561, PG 266�tpN�� HOUSE DETAI Scale: 1 "=30' V�. N 89'50'21 " W 328.50' 1 02102215 NOTES: 1) BOUNDRY INFORMATION IS FROM AN UNRECORDED SUBDIVISION PLAT BY WAYNE BRICKLEY JR. DATED 7/19/65 12.5' PUBLIC USE AND ENSTAR EASEMENTS coo O O N \ N ASN- AL-T., ' Q O 42.9' Z . I 10' x 154' CEA I ' EASEMENTS I CONC. / 2) DUE TO SNOW & ICE COVER, SOME SURFACE LEVEL FEATURES ARE APPROXIMATE. PLOT PLAN AS BUILT _XL_ SCALE 1" = 50' GRID SW 2943 Project No. 23-590/A1 11500 Daryl Avenue, Anchorage, Alaska 99515-3049 Lang & Associates, inc. (907) 522-6476 Phone Qo�40400 (907) 522-4625 Fax oo OF Professional Land Surveyors kenOlangsurvey.com v �..... . • q d Jon athanOlangsurvey.com GG s ryonOlongsurvey.com aQ�P' 1 hereby certify that I have surveyed the following described property: 0 �.491H Q .............. ............... T12N, R2W, SECTION 30 N1/2, SW1/4, NW1/4, NE1/4, SE1/4 Anchorage Recording District, Alaska, and that the improvements situated thereon are 0 within the property lines and do not encroach onto the property adjacent thereto, that ) KEIVN . .6.. . no Improvements on the properly lying adjacent thereto encroach on the surveyed V �, , premises and that there are no roadways, transmission lines or other visible �Z easements on said property except as indicated hereon. V4c�'•. V QQi,• ' ��1� Dated this the 1.` t4� Day of ',= = '' ` `' , , at Anchorage, Alaska QO��£SSroNA��Q It Is the responsibility of the owner to determine the existence of any easements, AECC963 covenants, or restrictions which do not appear on the recorded subdivision plat. MUNICIPALITY OF ANCHORAGE ® Doe*EPARTMENT OF HEALTH & ENVIRONMENTAL PROTECTION ENVIRONMENTAL ENGINEERING DIVISION 825 L Street - Anchorage, Alaska 99501 Telephone 264-4720 ON-SITE SEWAGE DISPOSAL SYSTEM AND/OR WELL INSPECTION REPORT NAME SV/ PHONE EPITEW UPGRADE MAILING ADDRESS ,'909- Q>< a - o LEGAL DESCRIPTION ti LOCATION NO. OF BEDROOMS UY DISTANCE T0: I Absorption area �/ Dwelling "'-020 PERMIT NO. p C`oZDOD� wH Manufacturer �� Material No. of compartments �L in Liq. capacity in gallons r—� IF HOMEMADE: Inside length Width Liquid depth 0 Y DISTANCE TO: Well Dwelling PERMIT NO. JAZ O z < F- Manufacturer Material Liquid capacity in gallons 0 DISTANCE TO: W Foundation 7 Nearest lot line PERMIT N0. w= t/0 R, 20oc-'.3 J LL Z No. of lines Length of each line ` Total length of li es Trench width _ Distance between lines H Z Lu �p iR94as I� Top of tile to finish grade Material beneath tile Total effective absorpti n area 02 . inches 1 Length Width Depth PERMIT NO. W Qa F— ur a Type of crib Crib diameter Crib depth Total effective absorption area y DISTANCE TO: Well Building foundation Nearest lot line J Clas Depth Driller Distance to lot line PERMIT NO. J W DISTANCE TO: Building foundation Sewer line Septic tank Absorption area(s) OTHER ff t1 PIPE MATERIALS ��63�( SOIL FEST RATING �y INSTALLER /L ' , -`— REMARKS G APPROVED DATE LEGAL C�"d 72-013 (Rev. 3/78) U I i - Y.p = -n� KV ji --q j - —N - 13�„f _ FF-_• �"EI �•�• .�_!; " - Fi c !-ic DEPARTMENT OF HEALTH _ih.`D ENVIRONMENTAL F"`ROT?- C 'sION 825 "L" STREET, ANCHORAGE, AK. 99501 264-4722i H, __ ;!-` :� C' .=.. .^�^ per•'^ fj ,:-�' _. PERMIT NO. ( 820003 APPLICANT ED =!.:::F-iUS i Lq SRA r-'':: _-?93-R i_i7 345-1045 LOCATION UPPER F• UFF i''it"ti'',t _ - LEGAL i T :t ,:j. GLEN ALPS _ _'[:E LOT T =IZE 54000 ._,!"'_It_tRE FEET TYPE OF SOIL ABSORPTION SYSTEM IS: (.:FRAY••=?N 1 LLD MAXIMUM i"•,ft_tMBER OF BEDROOMS - RATING _ S Q 50 THE REQUIRED SIZE OF THE SOIL. ABSORPTION SYSTEM IS: A'-; n--- F��e -�- C`A �.^ _._. •, 7._„ n ..._. Fty3r e - �— j= :^ -�t - -- L.. LENGTH i r E h.t=_ - N LENGTH 1' ••1 THE TRENCH 1'"•-, r THE C .ii?_:�:_=.i!_?:. r_: Ti•••iE' i E•:il�, I . TE'•a. FL=.E•T: ?�?F : f-i.� Th:°E,',i,�}-f :_tt-- C::�:t=tFl°•sr i E� �'•-. THE DEPTH OF A TRENCH 1_!r' P I T IS THE DISTANCE BETWEEN THE SURFACE OF THE GROUND AND THE BOTTOM OF THE EXCAVATION (I N FEET). ! - °•"-i i^ F's: � T0 1-11-1 R R Z h 1:1 _.?t_• p••._,� 1!.. K='i =�1: _ r ' 1 =1 � =r � E" F" F GRAVEL t rTL •I' C L_ MINIMUM ' ! i•i-(__ •alr:l=t : __ i':EEF I , ? �. __ THE ;'! I i'•�I I t'1t. ti•°1 �:�FEF`Trl !�!;= GRAVEL �;E"ii:!Eci=,i THE ., OUTFALL PIPE AND HE BOTTOM OF THE EXCAVATION (IN € EE'T': . K :Q - -_ t -q- 1 S _ FA L^q s=_ 05 1. --+ ... : j! v = t5 5 FMc I?_...-; ° P _ `s' -q !r '= PERMIT APPLICANT HAS THE RESPONSIBILITY TOINFORM I N=WiTHIS DEPARTMENT D _iI;; THE INSTALLATION INSPECTIONS O- ANY iLE__= ADJACENT TO THIS PROPERTY AND HE NUMBER OF RESIDENCES DE;•:;CES TF- AT THE WELL WILL S:.=>T VE • --------- '_'?- ho C3 K:_ .o TE 1t ^?I � : fl=' 1= P-1 y`_ 18 _T 0A in FA FZ q=- S== E=w KZI 1,0 1 ERE r--EIN BACKFILLING OF ANY SYSTEM WITHOUT FIi'= AL INSPECTION t'tND APPROVAL BY THIS DEPARTMENT !T WIL, BE SUBJECT :T T O PROSECUTION. MINIMUM DISTANCE BETWEEN A WELL AND Af•,!'r ON-SITE SEi=.IAGE DISPOSAL FEET D ? = — _S ALSYSTEM�'i = 1 =EC! C;Fy PRIVATE WELL =T '_0 1O ;__ =r- � PUBLIC WELL irc_C tl_ UPON THE T,_FF'E OF PUBLIC WELL. MINIMUM DISTANCE t=ir:?_M A PRIVATE WELL TO A PRIVATE SEWER LINE IS 25 FEET ANDi!_! A COMMUNITY SEWER LINE 15 5 FEET.— OTHER REQUIREMENTS MAY APPLY. SPECIFICATIONS AND CONSTRUCTION DIAGRAMS LtRE AVAILABLE TO INSURE s "'..•'!f PE,t'i••: INSTALLATION. i"'°iS I}ALLA i?1._?i'':j. 1 CERTIFY THAT i: ' F1 FAMILIAR WITH IT THE REQUIREMENTS EQ_Ir= rT_ FOR ON—SITE SEWERS AND FE___AS r E T F 0FITIA BY HE MUNICIPALITY OF ANCHORAGE. WILL INSTALL THE SYSTEM rTE IN ACCORDANCE WITH ITH _f H CODES. _. I UNDERSTAND DrSiANiTHAT TFE ON—SITE SEWER SYSTEM i=; ---_ i R GENLAR9C cT1-THE RESIDENCE IS REMODELED TO INCLUDE !•'tORE ';"F-lt-iN _ BEDROOMSv_ o SIGNED: -'l/PL __' _ �3 �"'•�'-•�. -- _!•_lam .___.».__._...._..-..__._._.._--_-_ ---- 'F'LI!�±�th:1T Er:3=!.`:FlLt'=-f Etr 6$4,� . `,59 R&M CONSULTANTS, INC. 5024 CORDOVA - HIJX 6087 - ANCHORAGE. ALASKA 99502 - FH. 967-279-0483 - "rLX. 090.25291_ EN C.INEERS GEOLOGISTS (PLANNERS SURVEYORS July 25, 1980 R&M No. 051001-54(A) Schuster Properties Star Route A Box 2393R Anchorage, Alaska 99507 Subject: Soil Investigation for Sanitary Sewer System, Lot 14, Section 30 N%Z of S.W. 'a of N.W. 'q of N.E. 14 of S.E. '4 of T12N R2W Seward Meridian. Dear Mr. Schuster: At your request of July 14, 1980, Pete Herstek of R&M Consultants con- ducted a subsurface soils investigation at the proposed location of the sanitary sewer system on the subject lot. The test proceedure complied with those required by the Municipality of Anchorage Department of Health and Environmental Protection. Field activities were performed on July 14, 1980, and consisted of two test holes. The first test hole drilled to a depth of 13 feet below the existing ground surface. The second test hole was drilled to a depth of 7.5 feet. This is the proposed effluent acceptance stratrum and a percolation test was performed at this location. The test holes were sited according to your instructions and their location is shown on the attached sheet. Drilling was accomplished with a rotary drill rig using continuous flight solid -stem auger with an outside diameter of 6 inches. Grab samples at the depths shown on the soils log were taken to the laboratory and were visually classified. The top of the test hole was located at original ground surface. The topography at the drilling site is generally steeply -sloping to the north. At the time of the investigation the site had original vegetation consisting of Alpine plants and shrubs. ANCHORAGE FAIRBANKS JUNEAU 051001-54 (A) j The soil encountered in the first test hole is shown in the test hole log on the attached sheet. This log displays specific conditions encountered at the test location on the date of the investigation. Subsurface conditions may vary in other parts of the lot without any apparent superficial evidence of the change. Groundwater level may fluctuate both seasonally and from year to year. Groundwater was not encountered. Groundwater level represents the level at the time of the exploration only. Where ground water is encountered the bottom of the absorption system must be at least four feet above the water table. Bedrock was encountered at a depth of 13 feet as indicated. At the time the hole was drilled seasonal frost was not present and permafrost was not encountered. A percolation test was performed within the test hole at the depth shown in the attached table. All depths were measured from the top of the test hole. The data on the attached table shows average infiltration in the stratum tested. The measured percolation rate was 4.44 minutes per inch. However, because of the depth and size of the percolation test hole, it is recommended that a absorbtion area factor of 150 square feet per bedroom be used for the design of the system. We have appreciated this opportunity to be of service to you. Please contact us if you have any questions concerning this letter or if we can be of addi- tional service. Very truly yours, R&M CONSULTANTS, INC. /1V �/�:2�%(�'"`-' �10 co Ca o3w saa�,��a -� fp:eea William Thompson, P.E. �'�`%°H, Cc 4:54 e• -a''' Senior Engineer �. ° •'.` WT/jh/SSI-A (1 SOILS LOG MUNICIPALITY OF ANCHORAGE �1 DEPARTMENT OF HEALTH AND ENVIRONMENTAL PROTECTION PERCOLATION TEST Pouch 6-650, Anchorage, Alaska 99502 276-2221 SOILS LOG - PERCOLATION TEST f 051001-54 (A) PERFORMED FOA: 5cyuster Properties DATE PERFORMED: 7-14-80 LEGAL DESCRIPTION: Lot 14 Sec. 30, N-1/2, SW -1/4, NW -1/4, NE -1/4, SE -1/4 T12N, R2W, Seward Meridi SLOPE SITE PLAN 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 COMMENTS I PERFORMED BY: 72-008 (7/76) BROWN GRAVELLY SAND SOME SILT SM G BROWN TO GRAY ( I GRAVELLY SAND W/TRACE OF SILT SP—SM G G BEDROCK s i WAS GROUND WATER S ENCOUNTERED? NO O— I 1— i IF YES, AT WHAT E DEPTH?�---�— Reading Date Gross Time Net Time Depth to Water Net Drop 1 7-14-80 4:10 0 2Z-1/4" 0 11 lilt 4:40 30 37-3/4" 9-1/2" 13 fill 4:50 40 40" 11-3/4" 15 if 5:00 50 41-1/2" 13-1/4" 17 lilt 5:10 60 43-3/4" 15-1/2" PERCOLATION RATE 4.44 (minutes/inch) TEST RUN BETWEEN 0 FT AND 6.5 FT CERTIFIED BY: DATE: 7lzs�r, r M -W DRILLING, ln�. P. u. Box 4-1224 e 1310C international Airport Road (907) 27q.-4611 ANCHORAGE, ALASKA 99509 1T ► • Well Owner Schuster Properties Use of WellDomestic Location (address of: Township, Range, Section, if known; or distance main road Lot 14 Glenn Alps Subdivision Size of casing 6" Depth of Hole 164feet Cased to 20.4feet Static water level 10 ft. ( -6) (below) land surface. Finish of well (check one) open end } Screen ( ); Perforated ( ). Describe screen or perforation—_ -None Well pumping test atm—gallons per VNK". (minute) far 1 hours with 1� xff of drawdown from static level. Date of completion Sentember '10-1982 WELL LOG Depth in feet from ground surface Give details of formations penetrated, size of material., color and hardness 0 TO 2 CasinK stickup 2 0 3 Organic nAiNICIPAHTY r)r QNIr_k-ORAGE DEPT. OF H! L iI-I P: _3 TO 12 Silty gravel ENVIR0N,'V,'"NTAL PROTECTION 12 TO 164 Bedrock TO F - TO _. TO T � 4� d � O —TO— TO- -TO— TOTO TO TO TO TO 1 —CUSTOMER o 'OUCH 6-650 ANC1110RAGEE, 995102-06:_-�O 9071 264-41 1 1 FON'v :,'N,O OV L.. i [) ? p/' R -l ll EF, i V -30�!McNI i FION L P 13 0 � - .Permit #: 821122 January 31, 1983 TO: Permit Applicant Subject: Lot 14 Glen Alps Subdivision A permit issued by this department for an individual well and/or on-site sewer system has expired as of December 31, 1982. Permits are issued on a calendar year basis, as stated on the permit, by authority of Municipal ordinance. If you have drilled the well, a well log needs to be sent to this department for documentation of the installation date and to close the permit. If a private engineer inspected the installation of the on-site sewer system, please have them send us the as-builts for our files and documentation. If there are any further questions, please call this office at 264-4720. Sincerely Robert C. Pratt, R.S. Acting Program Manager Sewer and Water Program RCP/ljw enc: Copy of Permit SWP/057 r- l U fi- 9 1 n_ 1 a g r 1 7- 'y" Co �— F� 9--A 0:: L—� _0 CE5 F= DEPARTMENT � �F HEALTH AND ENVIRONMENTAL PROTECTION 25 K: : STREET: ANCHORAGE, AK. 99501 264-4720 Eo -0 fE= E_. IL_ lo` E07 on? 141 1 7F PERMIT NO. 21122 APPLICANT -CHU-TES' F`E:i=PERTIE_. LOCATION LEGAL L14 GLEN•! ALPS SRA BOX 2393 R 99507 4C-1045 LOT SIZE 9999` 9 SQUARE FEET MINIMUM DISTt=1N E BETWEEN H WELL AND HN'd'T ON—SITE SEWAGE DISPOSAL -'r'= TEM I' 100 FEET FOR A PRIVATE WELL i R 150 Ti i 200 FEET FROM H PUBLIC WELL DEPENDING UPON THE TYPE OF PUBLIC WELL. MINIMUM DI TAN CE FROM H PRIVATE WELL TO A PRIVATE SEWER LINE IS 25 FEET AND TO H COMMUNITY _.EWER LINE I_ 75 FEET. WELL LOGS ARE REQUIRED AND MUST BE RETURNED TO THE DEPARTMENT WITHIN TO GAYS OF THE WELL COMPLETION. OTHER REQUIREMENTS MAY APPLY. SPECIFICATIONS AND CONSTRUCTION DIt GRAMS ARE AVAILABLE TO INSURE F'E:OPER INSTALLATION. F0"E=in? 10 T -T- E07 >C T" 1: F2_ E=:-E=a2E=P1E3fE=F4 �?AL o jL_2o 12 I CERTIFY THAT 1: I HN'1 FAMILIAR WITH THE REQUIREMENTS FELE' ON—SITE _,EWERS AND WELLS AS SET FORTH BY THE MUNICIPALITY OF ANCHORAGE. RAGE. : I WILL INSTALL THE SYSTEM IN ACCORDANCE AN CE WITH THE CODES- SIGNED: APPL I CAN•dT = i_ I-!USTER PROPERTIES ISSUED Vo --- -- ----- --DATE— �t�Z —L---- 4. 0 --- --- --- Development Services Department Phone: 907-343-7904 On -Site Water & Wastewater Section t Fax: 907-343-7997 Certificate of On -Site Systems Approval Parcel I.D. 021-022-14-000 Expiration Date: 11/20/2024 Legal description T1 2N R2W SEC 30 N2SW4NW4NE4SE4 Site address 13324 ALPWEG Anchorage AK 99516 Current property owner(s) SNOWBIRD 3 LLC The On-site system(s) is/are approved for bedrooms X Conditional approval for 4 bedrooms, with the following stipulations: Comments or advisories: Original Certificate Date: 1/3/2024 This Certificate of On -Site Systems Approval (COSA) is intended to demonstrate the subject system(s) is/are in substantial compliance with municipal code. The Municipality of Anchorage, Development Services Department (DSD) issues COSAs based upon representations provided by an independent professional engineer. The Municipality of Anchorage is not responsible for errors or omissions in the professional engineer's work. ATTACHMENTS: COSA Checklist X Well Flow Advisory Absorption Field Advisory Nitrate Advisory Tank Age Advisory Arsenic Advisory Other COSA ApprovaIjune 2022 1F�AUHIMPAUTY Or HCHORAOIE- Development Services Department r Phone: 907-343-7904 On -Site Water & Wastewater Section Fax: 907-343-7997 Certificate of On -Site Systems Approval Application 1. GENERAL INFORMATION Parcel I.D. 021-022=14 Complete legal description T12N R2W SEC 30 N2SW4NW4NE4SE4 Location (site address) 13324 ALPWEG, ANCHORAGE, AK 99516 (GLEN ALPS) Current property owner(s) SNOWBIRD 3 LLC Day phone 2. ON-SITE SYSTEMS SIZED FOR 4 BEDROOMS — BUT SUBMITTAL IS FOR A 2BR COSA 3. TYPE OF WATER SUPPLY: ❑ Private Well ® Private Well serving 2 dwelling units ❑ Private Well serving 3+ dwelling units ❑ Community Well or Public ❑ Water Storage 4. TYPE OF WASTEWATER DISPOSAL: ® Private Septic ❑ Private Septic serving 2 dwelling units ❑ Holding Tank ❑ Community Septic or Public Sewer 5. SEPTIC TANK: ® Steel ❑ Plastic ❑ Concrete ❑ Fiberglass Age 41 - See advisory if steel older than 20 years. AGED S.T. TO BE REPLACED WITH THIS CCOSA 6. ABSORPTION FIELD: ❑ AWWTS ❑ Bed ❑ Deep Trench ❑ Wide Trench ❑ Seepage Pit Waiver request for: Expedited review requested: ❑ Distance: By applying for this entitlement, this property is subject to inspection by municipal On-site staff to verify the accuracy of the information provided. COSA Fee $ -6160 _P 2.9 (1) Date of Payment 12-,// `/zz:5 COSA# 05CI LJ70 Waiver Fee $ Date of Payment Waiver # CCOSA Application 2022.doc 13030 Sues Way, Anchorage, AK 99516 907-350-9566 / FirstWaterAK@gmail.com December 22, 2023 Municipalities of Anchorage On-Site Water & Wastewater Program 4700 Elmore Road Anchorage, AK 99507 RE: CONDITIONAL COSA - CCOSA LEGAL: T12N R2W SEC 30 N2SW4NW4NE4SE4 – 13324 ALPWEG Due to unprecedented events, seasonal conditions and site accessibility, the septic tank installation or upgrade cannot occur at this time. The septic tank pump truck with chains could not make it to the site and had to pulled out of the ditch by a wrecker. We are requesting a Conditional COSA for the above referenced property. The pending permit OSP231406 of this septic tank upgrade has been impeded due to these conditions with no specific known date on when the conditions and other factors would allow the septic tank installation to occur safely. The septic tank will be installed once prudent, and the conditions are favorable for installation. The system has been working for the occupants, recently passed a septic adequacy test and granting of this Conditional COSA (CCOSA) will not impact any of the neighboring properties or pose a public health risk. Attached are three septic tank upgrade estimates and escrow letter from title for the pending installation. Please contact us if you have any questions. Sincerely, Curtis Huffman, P.E. CCOSA WS Checklist NEW TANK copy.docx COSA Checklist Legal Description: T12N R2W SEC 30 N2SW4NW4NE4SE4 Parcel ID: 021-022-14 If more than 1 well and/or septic system on lot, provide separate checklist. Structure served by this system ____ A. WELL DATA Well log is filed with Onsite (or attached) Date drilled 9/30/1982 Total depth 164 ft Cased to 20.4 ft (INTO BEDROCK) Sanitary seal is functioning correctly Wires are properly protected Casing height (above ground) 18+ in. Date of flow test for COSA 12/07/23 Static water level at beginning of test 30 ft. Well production at time of test 3 gpm Water storage tank volume NA gallons Well disinfected for coliform test? Yes No Coliform bacteria is Negative Nitrate mg/L Nitrate less than MRL (ND) Arsenic ug/L Arsenic less than MRL (ND) Collected by Date 11/20/23 Comments B. TANK DATA Measured operating fluid level in septic tank NA Date of pumping NA – NEW TANK PENDING Required maintenance completed, if AWWTS Comments: Please see escrow letter & 3 bids. C. LIFT STATION Required maintenance completed Age of lift station years Lift station material Comments: D. ABSORPTION FIELD DATA Which system tested (date installed) 6/29/1982 ALL standpipes present per record drawing Total measured depth from grade 9.5 ft (max) Measured depth to pipe invert from grade 7.5 ft (min) N/A – pressurized field. Per record drawings, field is insulated. Monitor tubes (MT) go to bottom of effective. (ED) If not, state depth into effective Presoaked required if (Required if house vacant or field not used for more than 30 days prior to date of test) Gallons introduced 2,000 gallons 12/6/23 date Any rejuvenation treatment (past 12 months) N If yes, enter date Adequacy test date 12/07/2023 Results Pass Fluid depth prior to test 8 in Water added 330 gal New fluid depth 12 in Elapsed time 90 min Final fluid depth 8 in Absorption rate 300+ gpd FIELD STATUS – POST RECOVERY Effective depth (per record drawings) 24 in (MOA 2’ ED) Effective depth used 8 in (Final Fluid Depth) Effective depth (ED) remaining 16 in Comments/Deficiencies: Approximate total measured depths from existing grade. ED per visual observations, elevation measured shots & appears approximately no ED is missing. 1500-gallon septic tank to be installed for current functionality and future flexibility. Tested for 2BR duplex as requested. CCOSA WS Checklist NEW TANK copy.docx E. SEPARATION DISTANCES From Private Well on Lot to: (Please enter distances if less than required or if community well on lot) Septic Tank/Lift Station on Lot > 100’ Yes if No ft Neighboring Tank > 100’ Yes if No ft Absorption Field on Lot > 100’ Yes if No ft Neighboring Absorption Fields > 100’ Yes if No ft Community Sewer Main > 75’ Yes if No ft Community Sewer Manhole/Cleanout > 100’ Yes if No ft Private Sewer/Septic Line > 25’ Yes if No ft Holding Tank > 100’ Yes if No ft Animal Containment > 50’ Yes if No ft Manure/Animal Excreta Storage > 100’ Yes if No ft N/A – Served by Community Well (not on lot) or Public Water From Septic/Holding Tank and Absorption Field(s) on Lot to: (Please enter distances if less than required) Building Foundations > 10’ Yes if No ft Tank to Property Line > 5’ Yes if No ft Field to Property Line > 10’ Yes if No ft Water Main > 10’ Yes if No ft Water Service Line > 10’ Yes if No ft Surface Water > 100’ Yes if No ft Wells on Adjacent Lots: Private Wells > 100’ Yes if No ft Community Wells > 200’ Yes if No ft If tank or field is under driveway comment below F. ENGINEER’S COMMENTS G. CERTIFICATION & 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, indicates that the on-site water supply and/or wastewater disposal system appears to comply with applicable Municipal and State codes, ordinances, and regulations in effect at the time of installation, unless noted otherwise. Name of Firm FIRST WATER CONSULTING Phone 907-350-9566 Engineer’s Printed Name CURTIS HUFFMAN, PE Date 12/22/23 Comments: This investigation was completed in compliance with MOA guidelines, regulations, and best industry practices / methods. The assessment of the condition of the well and septic applies only to the conditions as of the day tested. The flow and absorption rates may change due to subsurface conditions that may not be observed from the surface, changes in land use, local soil characteristics, groundwater levels that may fluctuate during the year, quality of construction (workmanship & materials), the water usage of the family being served by the system and maintenance. The operational life of all well and septic systems are subject to these various and dynamic characteristics and are outside the control of the evaluator of the well and septic system. Therefore, any or NO estimate of how long a system will function satisfactory for current or future occupants or guarantee that no unseen encroachments, deficiencies or discrepancies exist can be given by First Water Consulting & 12/22/23 Authentisign ID: D393DD7F-6BA0-EE11-8925-6045BDD68161DocuSign Envelope ID: D36608B9-71E1-40E8-8B39-0B21622ABEA2 12/22/2023 | 5:51 PM EST EXCAVATION PROPOSAL OWNER INFORMATION Snowbird 3 LLC 13324 Alpweg Anchorage, Ak 99516 CONTRACTOR Denali Excavating Jacob Tramp PO Bx 770965 Eagle River, Ak (907)240-3919 denaliexcavatingak@gmail.com Project Location: 13324 Alpweg SCOPE OF WORK We will pump, clean and decommission existing septic tank- Install new 1530 IM tank. Tank will be bedded and compacted. We will install barricades to protect tank Grade and clean-up on completion. Unless specifically agreed otherwise, the property owner shall be responsible for final grading areas subsequently depressed from soil settling. On all leach field mound systems, property owner is responsible for ensuring a satisfactory vegetation growth over the mounded area is in place. Denali Excavating LLC proposes the above scope of work for $16,568. No additional work will be done without a change order. This proposal is good for thirty days. Jacob Tramp 12/06/23 Summited by Jacob Tramp OWNER ACCEPTANCE I, do accept the above scope of work for $16,568. A deposit of one-half is due when work is started and payment in full is due upon completion of project. We will accept cash, check, or credit card(additional 3.4% for credit card). Proposal Michael N. Anderson, P.E. Civil/Structural Engineering and Construction 4661 Natrona Ave. Anchorage, Alaska 99516 Phone 727-8864 Fax 345-1391 December 12, 2023 SNOWBIRD 3 LLC 13324 ALPWEG ANCHORAGE, AK 99516 Re: Septic Upgrade – IM1530 Septic Tank INSTALL Physical: 13324 ALPWEG, ANCH (GLEN ALPS) Legal: T12N R2W SEC 30 N2SW4NW4NE4SE4 Description of Excavation Services Provided: 1. Excavation to upgrade tank per the MOA permitted design by First Water Consulting. Total Proposal $11,750.00 Please note that a 48 hour notice to start digging is required by the State of Alaska for utility locates. NEC is not liable for any utility lines not located by 811 public utility locate i.e., any lines running to detached structures. An extra charge will be incurred for private locate services. Northern Excavation and Construction, LLC 15861 South Birchwood Loop Road Chugiak, AK 99567 (907)694-1373 NorthernExcavation@Gmail.com Estimate ADDRESS T12N R2W SEC 30 13324 ALPWEG ESTIMATE #2512 DATE 12/18/2023 EXPIRATION DATE 01/18/2024 DATE ACTIVITY QTY RATE AMOUNT Services T12N R2W SEC 30 13324 ALPWEG SEPTIC TANK (SUMMER PRICE) Thank you for the opportunity to provide you with this estimate. Acceptance of this estimate will be acknowledged upon either receipt of a signed copy to Northern Excavation and Construction (NEC) or an email stating acceptance and notice to proceed by the financially responsible personnel. Changes that affect or increase specific tasks and machine time shall be submitted and agreed upon in writing. All agreements are contingent upon circumstances beyond NEC's control, i.e. weather, design changes, unforeseen site conditions, etc. NEC is licensed, bonded, insured, and maintains safe digging practice. All methods and material shall be in accordance with MOA and SOA regulations. NEC shall not be held liable for affects that may occur to the property during or after install. Affects such as, trees left in close proximity of where machine work takes place, having to stock and later retrieve displaced excavated material around trees, damage or structural integrity of retaining walls or fences that may need to be partially removed or traveled close too, disturbance to driveways/landscaping, etc. Client is encouraged to contact NEC prior to start of construction for clarification of specific affects that may occur on the property. Payment in full is due upon receipt. Payments received after 30 days of completion shall be charged a 1.5% monthly fee on any unpaid balance. 12,950.00 Please note that a 48 hour notice to start digging is required by the State of Alaska for utility locates. NEC is not liable for any utility lines not located by 811 public utility locate i.e., any lines running to detached structures. An extra charge will be incurred for private locate services. DATE ACTIVITY QTY RATE AMOUNT *NOTE: The scope of work and cost included this estimate is contingent on there being no more than 4' of cover over the top of the existing tank. DESCRIPTION: Install new septic tank in accordance with First Water Consulting's design. INCLUSIONS: 1530 Infiltrator tank w' 4' riser kit. Pumping. Bedding material. Survey for well radius only. Export 2 loads of excess material. Pipe/Supplies. Machine/Labor time. EXCLUSIONS: Re-landscaping or seeding. Final survey. Engineering. Re-grades. Acceptance of this estimate will be acknowledged and scheduled upon either receipt of a signed copy to Northern Excavation and Construction (NEC) or an email stating acceptance and notice to proceed. TOTAL $12,950.00 Accepted By Accepted Date 480 East 361h Avenue, Anchorage, Alaska 99503 Phone: (9 7) 456-3474 — Fax (866) 458-1764 www.stewart.com ESCROW HOLDBACK AGREEMENT ATTN: MUNICPALITY OF ANCHORAGE File No. 2185961 Property Address: 13324 Alpweg, Anchorage Alaska 99516/ Legal: N2 SW4 NW4 NE4 SE4 Parcel ID# 021-022-14-000 Agreement between: Diane Kirlc Buyer and Snowbird 3, LLC Seller(s) Vendor: Denali Excavating Amount withheld: $24,852.00 The undersigned parties authorize Stewart Title of Alaska to escrow funds in the amount of $24,852.00 from the Seller. For the purpose of: Obtain COSA frorn the MOA during favorable weather circumstances. It is the sole responsibility of the undersigned parties to provide invoices to Stewart Title of Alaska for payment. Upon receipt, Stewart Title of Alaska shall pay invoices they paid out of pocket, Stewart Title of Alaska will require evidence of paid invoices before any reimbursement in paid. The money shall be held in Escrow until such time as a final unconditional Certificate of On -Site systems Approval is issued by the On -Site Water & Wastewater Section. If work on On-site water and wastewater Section approval is not completed by June 20, 2024, Stewart Title of Alaska shall disburse the balance of the escrow hold to the Seller without further consideration. This Escrow Holdback Agreement does not contain a provision to extend the completion date. The undersigned parties herby jointly and severally indemnify and hold Stewart Title of Alaska harmless from and against all costs, damages, judgments, attorney' fees, expenses or obligations every kind and descriptions which, in good faith it m AMBER GOLAY Escrow Officer Stewart Title of Alaska 480 E 361h Ave, Anchorage, AK 99503 incur or suffer in connection with this Escrow. . \,olw . tis 714 Gaffney Road 480 East 3611 Avenue 1174 North Leatherleaf Loop, Suite B Fairbanks, AK 99701 Anchorage, AK 99503 Wasilla, AK 99654 (907) 456-3474 (907) 274-2562 (907) 376-2220 (907) 456-3476 fax (866) 458-2562 fax (907) 308-6981 fax