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Home My WebLink AboutMCKINLEY VIEW ESTATES BLK 2 LT 9• _; u. a t e s u �s #051 an 792 an 13 Municipality of Anchorage On -Site Water and Wastewater Program • (907) 343-7904 f ge of ,;� ON-SITE WASTEWATER INSPECTION REPORT �J NOV 2 0 2017' Permit Number: OSP 171268 PID Number: 05179213000 Dwelling: ❑■ Single Family (SF) ❑ Duplex (D) ❑ Multiple (SF and/or D) Project: ❑ New ■❑ Upgrade Name: TERRY VENTERS ABSORPTION FIELD ❑ Deep Trench ■❑ Shallow Trench ❑Bed El Mound Address 22507 CENTURION DRIVE ❑ Other Phone Number of Bedrooms Soil Rating Total depth from original grade 854-5233 3 0.6 GPD/SF 8.9' Ft. LEGAL DESCRIPTION Depth to pipe invert from original grade 4.8 Ft. Gravel depth beneath pipe 4.1 Ft. Subdivision Block Lot MCKINLEY VIEW ESTATES 2 9 Fill added above original grade 0.3 Ft. Gravel length 75 Ft. Township Range Section Gravel width 5 Ft. Beds: Number of Lines -- Distance between lines -- Ft. SEPARATION DISTANCES To Septic Absorption Lift Station Holding Sewer Total absorption area Number of trenches Dist. between trenches From Tank Field Tank Line 750 Ft2 1 -- Ft. Well __ __ __ __ __ TANK 0 Septic ❑ S.T.E.P. ❑ Holding ❑ Other Manufacturer Greer Capacity 1000 Gal. surface water +100 +100 -- __ Material Steel Number of compartments 2 Lot Line +5' +10' -- -- NA Foundation +5' +10' -- __ LIFT STATION Manufacturer -- Capacity __ Gal. Curtain Drain +50' +50' -- -- RemarksOld Tank Abandoned per Moa Code. Pump on level at -- in. Pump off level at -- in. High water alarm at -- in. Old Leachfield Abandoned in place Pump make and model Electrical Inspections performed by PIPE MATERIAL House to tank exist Tank to drainfield 3034 Installer John's Excavating Drainfield 3034 CO/MT 3034 Inspector Charles Balzarini BENCH MARK (Assumed elevation) 100 ft Inspection 15 9/24/17 9/25/17 Location and description da2nd 3rd 41h Stair Landing Pad COMMUNITY DEVELOPMENT DEPARTMENT APPROVAL �1ar �... t1� �,��, ;4 q Conditional Approval: Date ,�.'�• '•;s��j 49.L 0-70 • .. ..................ru G�• 6S &t1 ItiRi ; MOW 14 Approved C�yc� Date /0//0//,? Inspection Report_9-1-12.doc LEGEND A/,.4 * CLEANOUT OF AS:Ft2j�k.S- - . q * MONITOR TUBE AOV'A,' . - � i Jam_ TEST HOLE 49 ARLES G BALZARINI LOT 8 LOT 9 DRIVEWAY 2 BM: STAIR 3 BR 0, LANDING PAD HOME 1000 GAL SEPTIC TANK DOUBLE CLEAN TS D LOT IS FLAT AT SEPTIC 5'x75'DRAINFIELD A WITH 4' EFFECTIVE / 7kl� TH-1 LOCATION EWER ROCK. 12 Fb- Sl�ANGTiFS G 1 2 A 23.3 26 9 LOT 10 51', B 27-2� c 29.71 32-24 375POWERLINE D 29.74 33.13 EASEMENT E 19,a9 41.14 P 19-35 54.72 G 6196 71.52 H 65-12 S3.S5 SEPTIC AREA pi AKI - 1"= IfY - +100.0' STAIR LANDING PAD 99.5-\ MONITOR TUBE '0 CLEANOUT --l% r99,1 FINISHED GRADE +4'COVER TESTHOLE 94.6 98,8' ORIG. GRADE COVER TESTHOLE ELEVATIONS BASED ON TESTHOLE 1. NOTE THAT GROUNDWATER MONITOR 1000 GAL TANK REVEALED NO GROUNDWATER DURING CONSTRUCTION. 94.4 94.04 29! 94,0 (9124(17) AO O AC O B4O,H L -----J 83,8 SCHEMATIC ELEVATION - SCALE: NTS LEGAL DESCRIPTION: MCKINLEY VIEW EST. BLOCK 2 LOT 9 C&M ENGINEERING SERVICES OWNER: TERRY VENTERS DATE: 10/18/17 1 REV: 11 DRAWN: CB I REF: 907-854-5558 SEPTIC RECORD DRAWING ' MUNICIPALITY OF ANCHORAGE On-Site Water& Wastewater Program ,S.; - PO Box 196650 4700 Elmore Road Anchorage,Alaska 99519-6650 Phone:(907)343-7904 Fax:(907)343-7997 http://www.muni.org/onsite • On-Site Wastewater Disposal System Permit q -2-3 - q-24 - 64 Permit Number: OSP171268 Effective Date: 9/22/2017 Work Type: Septic Upgrade Expiration Date: 9/22/2018 Tax Code Number: 05179213000 Site Legal Address: MCKINLEY VIEW ESTATES BLK 2 LT 9 G:1459 Site Mailing Address: 22507 CENTURION DR, Chugiak Owner: VENTERS TERRY JOSEPH Lot Size in Sq Ft: 21283 Design Engineer: C & M Engineering Total Bedrooms: 3 This permit is for the construction of: Q Disposal Field El 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 Special Provisions: If letters of non-objection are not submitted prior to trench bottom-of-hole inspection, existing trench (located within easement) shall be abandoned. Received By: Date: Issued By: ( ajrt rC% Date: 1 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 I.D. 051-792-13 Property owner(s) TERRY VENTERS Day phone 854-5233 Mailing address 22507 CENTURION DRIVE Site address 22507 CENTURION DRIVE Legal description (Sub'd., Block & Lot) MCKINLEY VIEW ESTATES BLOCK 2 LOT9 Legal description (Township, Range & Section) Lot Size 21 ,500 Sq. Ft. Number of Bedrooms 3 APPLICATION IS FOR: APPLICATION IS AN: TYPE OF DWELLING: (0 all that apply) Absorption Field Initial ❑ Single Family (SF) 111 (w/wo ADU) Septic Tankx❑ UID de Duplex (D) ❑ Holding Tank ❑ Multiple Dwellings ❑ Privy ❑ E P t SD (SF and/or D) SE '/ �, i! � Private Well ❑ �� ti 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. S'. atur- o property owner or authorized agent) Permit/Rush Fees: 5(P'1 Waiver Fees: Date of Payment: q 1) 3)11 Date of Payment: Receipt Number: 0 e tit) Receipt Number: Permit No. cGf' +i 12 c8 Waiver No. Permit App_ • :: c C&M ENGINEERING SERVICES Ph:907-854-5558 Municipality of Anchorage Onsite Water&Wastewater Program 4700 Elmore Rd Anchorage, Ak 99507 RE: Proposed Septic System Replacement for McKinley View Estates Block 2 Lot 9 Dear Reviewer, The above referenced property is currently served by an older 3 bedroom septic system. The original leachfield is saturated and the septic tank is partially collapsed and is no longer suitable to provide wastewater disposal for the residence. The owner is currently using a portable toilet to dispose of waste. We are requesting a permit to replace the septic tank and leachfield. The old system will be connected with a diverter valve in the event that the owner is able to secure letters of non-objection from the local utility. The proposed design will place a new system in the back yard. The system is shaped to keep it out of the power line easement. Installation of the proposed system will not negatively impact adjacent lots. Drainage is not a major consideration in this design as the site topography will not be altered. Included with this letter is a permit application, plans, specifications, and calculations. Thank you for your time in reviewing this permit request. Please do not hesitate to contact me at 907-854- 5558 or by email cgbalzarini[a)gmail.com with any questions or concerns. Sincerely, harles Ba . rini, P C&M ENGINEERING SERVICES 907-854-5558 Septic Design Calculations Kcs,icicnce: MCKINLEY VIEW ESTATES BLOCK 2 LOT 9 RESIDENCE/LOT INFO number of bedrooms 3 br Water usage/bedroom 150 gpd/br Water Usage 450 gpd DRAINFIELD system type: Conventional type: Shallow Trench Application Rate 0.6 gpd/sqft required absorption area 750 sqft trench width (W) 5 ft gravel depth (0) 4 ft below distribution pipe Shallow Trench Factor 0.5 Min Required Length: 75 ft (Shallow trench factor * Required absorption area/W) Total Excavation Depth: See cross section Cover: 4 ft min Insulation: 2" blueboard Use Length: 75 ft Effluent Pipe: 4" ASTM 3034 Design Summary System type: Conventional Tank: 1000 gal New Drainfield: (1)5'X75'X4' W'xL'xD' shallow trench Total absorption area: 750 sqft See cross section prior to excavating Calc By: CGB Date: 9/7/2017 +%WM%%s • ., • s 1r • ••4rv0 • • • es G.Sendai • • (f-13854 • • 'ti ' ,s'kd�l •7'• +` �+; 11RIti Vb.—+moi 1 ' 11 41t. •. 4__. :,f- 01 11, Nii 'ARLES G BALZARINI I��?'E •. CE--113854 .••(Z./ -� PROF ESS\O\s\- + SEPTIC AREA o 9-, LOT 8 O� O= 11�� LOT 9 4. 2� C.. 40 =', DRIVEWAY J` DISPOSE OF ,``) 3 BR EXISTING TANK HOME PER MOA REQUIREMENTS 1000 GAL `V� SEPTIC TANK ��i DOUBLE CLEANOUT •!" LOT IS FLAT 5'x75'DRAINFIELD ��;+ DIVERTER AT SEPTIC WITH 4'EFFECTIVELOCATION SEWER ROCK /6 TH-1 . 12' lal' lip 4111111 10"MIN 12 . LOT 10 EXISTING 3x70 sr DRAINFIELD TO REMAIN 37.5'POWERLINE EASEMENT SEPTIC AREA NOTES: 1.THE PROPOSED SEPTIC SYSTEM IS GREATER THAN 100'FROM ANY PRIVATE WELLS LEGEND 200'FROM ANY PUBLIC WELLS O CLEANOUT 100'FROM ANY SURFACE WATER 50'FROM ANY STEEP SLOPES • MONITOR TUBE 10'TO ANY PROPERTY LINE OR FOUNDATION ® TEST HOLE 5'TO ANY TEST HOLES 2.NEIGHBORING LOTS SERVED BY COMMUNITY WATER 0 5% \SLOPE INDICATOR SCALE: 1"=30' LEGAL DESCRIPTION:MCKINLEY VIEW ESTATES BLOCK 2 LOT 9 C&M ENGINEERING SERVICES OWNER:TERRY VENTERS DATE:9/07117 I REV:0 I DRAWN: CB REF: 907-854-5558 SITE PLAN '401 Municipality of Anchorage i P ,.11 At-lif t Development Services Department s."‘")... •.• , 1• I Building Safety Division # ' 49IB ..-sr A I Aime On-Site Water and Wastewater Program �, r I. f l 4700 Elmore Road i o ��S•�— P.O. Box 196650 Anchorage,AK 99507 "" '•• • • www.ci.anchorage.ak.us f • G.Balzarini tom. (907)343-7904 ,1 ••• CE-13854 ...ex' Soils Log Percolation Test 1 9+0• l4,4v.,• � ' I • fII, ; Performed For: TERRY VENTERS Date Performed (74,1%t ,/17 Legal Description: MCKINLEY VIEW ESTATES B2 of Township, Range,Section: Slope Site Plan Depth Feet TD er/01{,.4 / 1 - ' 4-t1 2-~ et. f�,-E R, c/."` 3- (. . 4- jL igtttty Gj,i.j cf 5wlei Sov,ie . 5- 6- 7-i, , 8- WAS GROUND WATER NO 9- c ,' ENCOUNTERED? S 10- IF YES,AT WHAT DEPTH? NONE t 0 t Depth to Water Atter •P 11- I Monitoring? �0A' E _ • 12- 1 I Date:/JL/'7 13- 14- - Reading Date Gross Time Net Time Depth to Water Net Drop 1__1 1 `q[e-T / 15--t SRn/'p- 0e'n, _ 1 9/9/17 4:02 0 8' 0 16- 2 4:28 24 12" 4 17- 3 4:29 0 8" 0 18- 4 4:58 29 12" 4 • 19- 5 4:59 0 8" 0 20- 6 5:28 29 12" 4 PERCOLATION RATE 8 (minuies.',nchj PERC HOLE DIAMETER 6 TEST RUN BETWEEN 4 FT ANDS FT COMMENTS PER HOLE PRE-SOAKED PER MOA REQUIREMENTS. NOTE: ONLY 4" OF WATER ADDED TO PERC HOLE DURING TEST, HENCE READINGS <30 MINUTES. PREVIOUS SOILS LOGS SHOW 5l ot_,.•E iZ PERFORMED BY: I , L�. bL- r4J2 �1- l ERTIFY THAT THIS TEST WAS PERFORMED IN ACCORDANCE WITH ALL STATE AND MUNICIPAL GUIDELINES IN EFFECT ON THIS DATE. DATE: qI07 C&M ENGINEERING SERVICES Ph: 907-854-5558 SPECIFICATIONS FOR ONSITE SEPTIC SYSTEM - MOA CERTIFIED INSTALLER LEGAL: Mckinley View Estates Block 2 Lot 9 September, 2017 A. GENERAL 1. The septic design is for a 3 bedroom, single family residence only. 2. The site plan and drawings shall be a part of this specification. 3. The Wastewater system shall be installed by a certified installer in accordance with moa requirements. All materials and workmanship shall meet the Anchorage Department of Health and State Department of Environmental Conservation requirements. 4. All soil tests are advisory to the design and are to be verified or modified in the field by the engineer. The engineer shall perform percolation tests and groundwater monitoring prior to finalizing design.. 5. All excavations and depths are advisory and are to be verified in the field by the contractor to meet Municipality of Anchorage, Department of Environment of Conservation requirements. 6. It is the responsibility of the owner to obtain all necessary permits or easements and to locate any adjacent multi-family wells. A licensed surveyor should locate all nearby lot lines, easements, exact 100' radius from the existing and neighboring on- site wells, and any nearby surface water. 7. The excavation is to be exactly in the area shown on the site plan, any deviation requires engineer approval. 8. Any remaining open test hole excavations shall be filled and monitor tube removed, after construction of the Drainfield. 9. The contractor shall provide the engineer with adequate notice to perform inspections. 10. Insulate the sewer line where it passes under the driveway, with a minimum of 2" extruded board insulation, rated for burial, and on the moa approved list. B. SEPTIC TANK 1. Septic tank shall be a fiberglass or steel, 1000-gallon tank capacity of MOA approved construction. Installed to meet MOA requirements. 2. Install 2 after tank cleanouts between the tank and drain field. 3. Install a diverter valve to allow alternate use of the old system. 4. A combination of soil and 2" minimum of insulation shall be placed over the tank, to prevent ponding and promote drainage. The insulation shall be rated for burial and meet moa requirements. C. DRAINFIELD 1. The Drainfield is to be located as shown on the site plan. Notify Engineer of any changed site conditions. 2. The total depth of the initial drainfield excavation is to be at maximum 9' deep Bottom of excavation shall be level +/- 1.5" max. If bedrock or inconsistent soils are encountered, notify the engineer immediately. 3. In the event of over-excavation, a moa filter sand shall be used to maintain the 6' separation distance from the bottom of each trench to the bottom of the test hole(s).The top of the sand layer shall be level, plus or minus 1 .5", and raked, prior to placing sewer rock. Care shall be taken to not compact the sand. 4. A 48 inch effective layer of sewer rock is to be placed in the each trench. The effluent piping is to be set on top of this layer and buried within the gravel layer with 2" of sewer rock cover over the piping. 5. The Distribution pipe shall be 4" perforated pvc pipe conforming to ASTM D3034. 6. The complete Drainfield gravel and piping is to be covered with a geotextile filter fabric. 7. Soil or combination of soil and extruded board insulation to a depth of 3' or equivalent is to be placed over the drainfield. Mounded side slopes shall not to exceed 3:1. The minimum insulation thickness shall be 2". Insulation shall be moa approved and rated for burial. 8. The septic tank and leachfield must not be closer than 100' to any existing private well, 150' to any Class "C" well, or 200' to any community well. Design Summary: Excavation Depth: 9' Gravel Depth: 4.0' under distribution pipe, 2" over pipe. i.��v»%it Drainfield Length: 75' Drainfield Width: 5' .1 49� TH Soil Rating: 0.6 gpd/sqft System Capacity: 3 Bedrooms .' • •s • .• • �• C•• ' •• zarini � r• CE-1 1� 9 ,�`jdi• •,. 4 MUNICIPALITY OF ANCItORAGE DEPARTIVIENT OF HEALTH & ENWRONMENTAL PROTECTION ENVIRONMENTAL ENGINEERING D~VlSION 825 L Street- Anchorage, Alaska 99501 Telephone 264-4720 ON-SITE SEWAGE D~SPOSAL SYSTEM AND/OR WELL ~NSPECT~ON R~PORT ~) "'~ ..... I~,~*,'; ~ () J [~ UPGRADE NAME MAILING ADDRESS LEGAL DESCRIPTION LOCATION t/Veil DISTANCE TO: Manufacturer ~ rLqcapacty nga onsl MEM DE I ~ [)()~) IF HO A ~ I D,STANCETO: I ' ~ Manufacturer ~ J Ne. of lines ~ I Length of each line ~ ~ ~Top of t~le to flmsh grade ~ ~ I Type of crib ~ J~SS Depth ption area Dwelling |Material NO. OF BEDROOMS PERMIT NO. No. of compartments Inside length Liquid depth Dwelling PERMIT NO. Liquid capacity in gallons f Material Foundatio~;~ ~ Nearest lot line ~ ~. Material beneath tile 1~7 ('~ inches Depth Crib depth Building foundation Driller Sewer line QTHER PIPE MATERIALS i" 'q C SOIL TEST RATING INSTALLER REMARKS PERMIT NO. ~!,, ~_('~ q ':ii Distance between lines Tobal effective absorptign area 7'~i~ ~:2~' Total effective a~bs_orption area t line Septic tank [ Absorpti~n a-rea (s) APPROVED DATE LEGAL 72-013 (Rev. 3/78) PERMIT NO. ~--'l LI t'-~ Z C: Z "-' A L..1[ 1- %-" C~ F Ft ~-~ C: ~-~ '"~ F~: ~ ('.~ E DEP~RTMENT , HEFILTH FIND EN'./~RONMENTAL . ,OTECT~ON 825 'L." STREET, RNCHORFIGE, FIK. 2,54-4~20 ( 8209i:F ) FIPPL I CFINT [..C)CFIT I ON LEGFIL WFIYNE KUBRT CONST. PO BOH 206 EFIGLE RIVER ~9577 694-36t3 L9 B2 MCKINLEY 9IEW ESTFITES LOT SIZE 99DDV~ SQUFIRE FEET 'TYPE OF SOIL ABSORPTION SYSTEM IS: DRAINFIELD MANIMUM NUMBER OF BEDROOMS SOIL RFITING (SQ FT,,'BR)= f45 THE REQUIRED SIZE OF THE SOIL FIBSORPTION SYSTEM IS: THE LENGTH DIMENSION IS THE LENGTH (IN FEET) OF ]"HE TRENCH OR DRFIINFIELD. 'THE DEPTH OF FI TRENCH OR PIT IS THE DISTFINCE BETI4EEN THE SURFACE OF THE GROtJND FIND THE BOTTOM OF THE EXCFIVRTION (IN FEE]'). THE GRFIVEL DEPTH IS THE MINIMUM DEPTH OF GRFIVEL BETI,.IEEN THE OUTFFILL PIPE FIND THE BOTTOM OF THE EMCFIVFtTION (IN FEET). PERMIT FIPPLIC:FIN'¥ HFIS THE RESPONSIBILITY TO INFORM THIS DEPARTMENT DURING THE INSTFIL. LFITION INSPECTIONS OF FINY WELLS FIDJ8CENT TO THIS PROPERTY FIND 'THE NUMBER OF RESIDENCES THFIT THE WELL WILL. SERVE. E.'FICKFILLING OF FtN¥ SYSTEM WITHOUT FINFIL INSPECTION FIND FIPPROVAL BY THIS DEPI=IRTMENT WILL BE SUBJECT TO PROSECUTION. HINIMUM DISTFINCE BETWEEN Iq. WELL FIND FINY ON-SITE SEHFIGE DISPOSAL SYSTEM IS ±EIE1 FEET FOR FI PRIVFITE NELL OR f5C4 TO 2L=IO FEET FROM FI PUBLIC 14ELL DEPENDING UPON THE TYPE OF PUBLIC I.,.IELL MINIMUM DISTFINCE FROM FI PRIVATE WELL TO A PRIVATE SEWER LINE IS 25 FEET FIND TO FI COMMUNITY SEWER LINE IS 75 FEET. OTHER REQIJIREMENTS MFIY FIPPLY. SPECIFICFITIONS AND CONSTRLtCTION DIFIGRBMS FIRE FIVFIILFIBLE TO INSURE PROPER INSTFII.~LFITION. I CERTIFY THFfF ±: I AM FRMILIFIR WITH THE REQUIREMENTS FOR ON-SITE SEWERS FIND NELL. S FIS SET FORTH BY THE MUNICIPFILITY OF' FINCHORFIGE. 2: I WILL INSTRLL THE SWSTEM IN ~CCORDRNCE WITH THE CODES. 3: I UNDERSTFIND THFIT THE ON-SITE SEWER SYSTEM MFIY REQUIRE ENLRRGEMENT IF THE RESIDENCE IS REMODEI...ED TO INCLUDE MORE THFtN ]: BEDROOMS. , · j~ .... /--- I . , / ~' ' .:, J, ~r~zb: .... ~2~._~ ......... : .... J .................................... ~ ~/~Z~ ' ") AF'F'LICRNT/ NRYNE KUBRT CONST. '{~ ~ ~S: ': 3'/ .Z'W . ,.¢' / .--.,/ ,: ., :7 Lt - '-' .................. ~ ........ ~ ........................ [.HTE_: .................... ~ ,,:,,, ¢ ..... 4.- PERMIT NO. DEPRRTME1",IT OF' HERLTH RND ENYIRO1",IMENTRL. PROTECTION 825 "L'" STREET., R1",ICHORRGE, BK. :~.950± 2,?.',4-4720 C~li"-4---:'S; % T'E: :~ EIt,.-.~ EE F~,'.' F' EIF~.,,-.:If'"ll .'[ 'T ( 8205~S~:L ) FIPPI_ I CFlNT LOCFIT I ON LEGAL CHFlRLES 8, F:'OGRNY DE',,,'. PO BOX 32]: EFtGLE RIVER RK 9957 688-;2~2'.:?E~ L.D B2 MCKINLEY VIEH EST S,-."D LOT SIZE SCa.'sLgS~L:~ S(.::!UF:IRE FEET TYPE C)F SOIL. F:IBSORP]"IOiq SYSTEM IS: TRENCH MFI;.",iIMLIM I'.,IUME~ER OF BEDROOMS = 2-': SOIL RFIT t NG THE REQUIRED SIZE: OF' THE SOIL I::IBSORPTION SYSTEM IS: Ir:::, E.:: F- T' IHI ..... :STa b. E: IP,,tl ,]-~ ]" 114 -= ~-; '_:..:~: C~ F~: FI %-" E.F_ iI._ EX:, E P' ]- H == ~-.'T, THE LENGTH DIMENSION IS THE LENGTH (IN FEET) OF THE TRENCH OR DRIBINFIELD. THE DEPTH OF FI TRENCH OR PIT I'.E; THE DISTFlNCE BETHEEN THE SURFFlCE OF THE GROUND FIND THE 80TTOM OF ]"HE EXCFIVFITION (IN FEET). THERE IL=.; NO SET k!IDTH FOR TREt'.,ICHES;. THE: GRRYEL. DEPTH IS ]'HE:.:.' MINIMUM DEPTH OF GRR',,,'EL E:ETklEEN THE OUTFRLL. PIPE RND THE; BOTTOM OF THE: EXCRYRTION (11.4 FEET). PERMIT RPPLICIqNT HI:tS THE RESPONSIBILITY TO INFORM THIS DEPRRTMENT DURING THE IN:STRLLFITION INSPECTIONS OF RNY klELLS RDJRC'ENT TO THIS PROPERTY RND THE NUMBER OF: RESIDENCES TNFIT THE klELL WILL SER',?E. .......... -'IF i~.,.il Ct ,::: 2 :) ~: t'-4 5'; F" E C: T Z El If'-,] S; F~ f~ [:C ~: E ~;:~ ~.J Z F;;: EE [2:, ........ 8FIC:KFIL. L. ING OF' RNY SYSTEM I.,.IITHC~UT FINRL INSPECTION RND RF'PROYRL EIY THIS; DEF'RRTMENT HILL BE SUBJECT TO PROSECUTION. MIN:£MLIM DISTF!,NCE BET!.4EEN Ft HELL. RND FINY Ot",I-SITE SEI.'.IFIGE DISPOSFIL SYSTEM IS ::L00 FEET FOR R PF.:IYFITE k!ELL OR .!.50 'TO 200 FEET FROM Ia PUBLII.'? HELL DEPENDING UPON THE TYPE OF PUBLIC HELL... MINIMUM DISTFINCE FROM FI PRIYFITE klEI._L TO Fl PRIVFITE SEHER LINE IS'"; 25 FEE]' AND TO Fl C:OMMUNITY SEt.,.IEF.'. LINE IS 75 FEET. OTHER REQtJIREMENTS MFlY RPPLY. S;PECIFICATIONS RND COI",!STRUCTION DIRGRFII'"IS RRE R",,'R I LRSLE TO 11",ISURE PF.'.OPER INSTALL. FIT 101'.4. I CERTIFY THAT :1..: I RM F'RMIL. IFIR t,.IITH THE REgILIIREMENTS F'OR ON-SITE SEklERS FIND HELLS FIS SE:T FORTH BY THE MUNICIPALITY OF ANCHORRGE. 2: I HILL INSTALL THE SYSTEM IN RCCORDRNCE HITN THE CODES;. 2-:: I U1",IDERSTAND THFtT TNE ON-SITE SEHER SYSTEM MRY REg!UIRE ENLFtRGEMENT IF THE RESIDENCE IS REMODEL. ED TO !1'.,IC:LUDE MORE TFIRN ::~: BEDROOMS. ._- ..,..-- ,¢ ' , . ., ' , .. FIF'F'L I CFINT CHFIF.:LES ,!i:: POGFINY DEY. . ,,,,, ,,~-t' Oyster 694-2774 Performed for: Legal Description: E ENL~INEERING & DEVELO, Box 90, Davis St., Eagle River, Alaska 99577 694-2774 or 688-2280 Name.' Mailing Address: SOIL LOG ~2 MENT CO, I~epth (fe~t) Soil Characteristics 4 5 6 8 10__ 11__ 13 : 14__ 15__ 16 .__ Ground Water Encountered: Proposed Installation: Seepage Pit__ Comments: PLOT PLAN PERC. TEST Yes____ No'*/*v' If yes, what depth Drain Field____ ~u~s®ll Oyster 694-2774 Performed for: & E ENGINEERING & DEVELOk,VlENT Box 90, Davis St., Eagle River, Alaska 99577 694-2774 or 688-2280 SOIL LOG Legal Description: Mailing Address: /~' CO, Earl 688-2280 //'/b'vt./ ~s Depth (feet) 0 Soil Characteristics 10__ 11__ 12__ 13' PLOT PLAN PERC. TEST 14__ 15__ 16m Ground Water Encountered: Yes__ No V/' If yes, what depth Proposed Installation: Seepage Pit Drain Field_ Comments: Performed by: APPL (. MT F LL$ OUT UPPEF HAL. ONLY Propert. Owner //i'/ ~ ~ ~ ? ~]? ,' ': ."~ - , ' " ' Zip Code ' ' ,' Mailing Address / ~ . ' · Address : : . ~ ~ : ,, , , ~ Zip Code Lending Institution .......... -:=~=~'~----~: .......... ~ 4:.,'; ;~/~'-~ ./ .~,-~- ~ ~' ..~,;',~ ', Phone Address Zip Code Phone Realty Co. & Agent , ' ' Address ';" '''r / * Zip Code Legal Description '~ : .. Street Location Type of Residence ~] Single Family ~ Multiple Family No. of Bedrooms ' ~ Other Water Supply ~ Individual ATTACH WELL LOG. A well Icg is required for all wells drilled since June 1975. ~ Community For wells drilled prior to that date, give well depth (attach Icg if available). [] Public Utility Sewer Disposal q~ .~i ~(.1~_\\/ ~ ,_~ ,~- ,/i/ .~ ' ~'~ .,4 , t .% ~ Year Individual Installed: ''~ '~ [] Individual [] Public Utility ~ . ~ When Connected to Public Utility: [~ Holding Tank ( ; . 'I(_')-\(r NOTE: THE INSPECTION FEE ['/IUST ACCOMPANY EACH REQUEST BEFORE PROCESSING CAN BE INITIATED. Time Time Time Time Date Date Date Date Insp~tor Insp~tor [nsp~tor Insp~tor Field Notes: ~')FnT C (~ APPROVED BEDROOMS *CONDITIONS OF APPROVAL ( ) DISAPPROVED ( ) CONDITIONAL APPROVAL* B~: ~( Soils Rating Date ~wer Installed Well To Absorption Area Well Log Received 72-023 DATE: TO: FROM: SUBJEC'T: M EIV1ORANDUIVI October 27, 1.982 Laura Crow Senior Office Assistant Request for Refund - Account #2460 Please make the necessary arrangements for the following refunds. It is a duplicate permit and they had a private engineer do the inspections in lieu of this department Lot 9 Beck 2 Hc Kinley View Estates Subdivision Wayne Kubat Construction Permit tt820937 Post Office Box 206 On--site Sewer Permit ~- $20.00 Eagle River, Alaska 99577 Receipt ~202048 Wayne Kubat Construction Post Office Box 206 Eagle River, Alaska 99577 Permit #820991 On-site Sewer Permit - $20.00 Receipt # 206067 Total Amount: $40.00 Thank you. Laura J. Ward Senior Office Assistant Sewer and Water Program LJW attachements 91-010 (5/78} '~O MUNIGIPALITY OF ANGHORAGE ~ Department of Health & Human Services ~ · °~"V/c~s~? DIVISION OF ENVIRONMENTAL343.4744 SERVICES TY APPFIOVAL ON-SITE SEWER AND WATER FACILITY FOR SINGLE FAMILY DWELLING NAA# 1. GENERAL INFORMATION (Must be completed prior to submittal) (a) Legal Description (include lot, block, subdivision, section, township, range) LOT 9, Block 2, McKINLEY VIEW ESTATES SUBDIVISION Location (address or directions) (b) Property owner A.H.F.~.#43977 Mailing Address (c) Lendin9 Institution Mailing Address Telephone: (home) 520 F~AZ 34~h Au¢.~u¢_; Ancho~a?.; AK Telephone Business 561-1900 (dj Real Estate Company and Agent JACK WHITE COMPANY Ms. Lori Crowder Address 10728 Eage River Road, Eagle River, AK. 99577 Telephone 694-5500 (e) Mail the HAA to the following address: (or check here [], if hold for pick up.) List contact person and day phone number below: S & S ENGINEERING 17034 Eagle Ri~er Loop Road Eagle River, Alaska 99577 2. TYPE OF RESIDENCE Single-Family~ Number of bedrooms 3. WATER SUPPLY Individual Well [] Community~Y' Pub c. ,1~ Note: If community well system, must have written confirmation from the State Department of Environmental Conservation attesting to th legality and status. 4. SEWAGE DISPOSAL On-site,[~( Public [] Community [] Holding Tank [] Note: If community well system, must have written confirmation from the State Department of Environmental Conservation attesting to the legailty and status. 72~025 (Rev, 7/88) Page 1 of 2 'NJO~A s,~eeuibuo IBUO!SSajoJd aq~ u! 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ALU ~uo~ pub SOl!J o6e~oqouv Jo Aliledio!UnlAI oql LUOJI pouimqo uoRetmoJu! oq~ uo posBq leq~, AH~oA ~oql~n~ I 'uio~oq poleoipu! e~nlom),s jo odA~ pub SLUOOJpoq lo ~oqLunu oq~ ~ol o~Bnbope pue leUO!~oun~ 'o~es s! LUmSAS IBsOdsip ~m,e~olseA~ ~o/pue Aiddns ~o1B~ o~,!s-uo oq~ ~Bq~ s~oqs IB^o~ddv Alpoq~nv qlle@H s!qlto UOfleB!~SOAU!ALU ~BqlAH~OA I'~AoIoq u~Aoqsmep uop, epileA@ql~osBpuBo~o~oq pOX!~JBIBOSALU Aq pei~il~OOSV NOI.LVIAIblO::INI (]N'¢ ¥.LYQ 'HOEI¥=IS ~'11:1 'S.LS~I.L 'SNOI.LO=IdSNI 9Nl(]lAObld IAIHI-I E)NltJ=I~NIONq 'S A. WELL DATA Well Classification Well Log Present (Y/N) __ Total Depth Cased to Static Water Level Casing Height Above Ground Electrical Wiring in Conduit (Y/N) SEPARATION DISTANCES FROM WELL: MUNICIPALITY OF ANCHORAGE (MOA) Health Authority Approval (HAA) ~ CHECKLIST - FEBRUARY 1984 SE,riViCES DiVISIO~,I Dnte Oompleted 343-4744 Legal Description: If A, B, C, D.E.C. Approved (Y/N) Y Yield Depth of Grouting Pump Set At Sanitary Seal on Casing (Y/N) Depression Around Wellhead (Y/N) To Septic/Holding Tank on Lot -"~L¢ ,;4j,/4- ; On Adjoining Lots To Nearest Edge of Absorption Field or~ Lot -~.?~.~-.,c:::. t .~,. ; On Adjoining Lots To Nearest Public Sewer Line To Nearest Public Sewer Cleanout/Manhole To Nearest Sewer Service Line on Lot Water Sample Collected by Water Sample Test Results Comments ~ ~x"~ ; Date B. SEPTIC/HOLDING TANK DATA Date Installed ~Size Standpipes (Y/N) DepreSsion over Tank (Y/N) Pumping/Maintenance Contact on File (Y/N) No. of Compartments Air-tight Caps (Y/N) ~ Foundation Cleanout (Y/N) ~/' ~ Date Last Pumped ; for Holding Tank High-Water Alarm (Y/N) M .?? Temporary Holding Tank Permit (Y/N) AJ//1 SEPARATION DISTANCES FROM SEPTIC/HOLDING TANK: To Water-Supply Well To Property Line To Water Main/Service Line To Stream, Pond, Lake or Major Drainage Course Comments To Building Foundation To Disposal Field 72-026 (Rev. 7/88) Front Page 1 of 2 C. ABSORPTION FIELD DATA Soils Rating in Absorption Strata Date Installed Width of Field Type of System Design Square Feet of Absortion Area "~(~ ~ Depression over Field (Y/N) 10 Results of Last Adequacy Test .... ~¢¢_¢0~,~¢_c~ ~ SEPARATION DISTANCE FROM ABSORPTION FIELD: To Water-Supply Well __ To Building Foundation Lot [ -~ ~ To Water Main/Service Line __ Length of Field ___~l_O ' Depth of Field Gravel Bed Thickness Statndpipes Present (Y/N) __ Date of Last Adequacy Test I To Property Line / ~ To Existing or Abandoned System on ; On Adjoining Lots "~:*~¢~' ''~ To Cutback (if present) _~N~, ~'q~-/L~.q't To Stream, Pond, Lake, or Major Drainage Course ~J Q2¢~ _lO e~"~ To Driveway, Parking Area, or Vehicle Storage Area Comments D. LIFT STATION,. Date .nstalle'd Size in Gallons "Pump On" Level at _ High Water Alarm Lew~l at Comments ~Chock Pormittod Bedroom Batin~ A~ainst HAA ~equost~ Dimensions Manhole/Access (Y/N) "Pump Off" Level at Vent (Y/N) Pumping Cycles during Adequacy Test. inspection. Signed ~ S E. NGiNEERI~G 17034 Eagle River Loop Read ~ 7 (.,om party MOA No. Receipt No. Date of Payment Amount: $ 72 026 (Rev. 7/88) Back Receipt No. Waiver Fee: $ Date of Payment Page 2 of 2 I certify that I have checked, verified, or conformed to all MOA and HAA guidelines in effect on the date of this STEVE COWPER, GOVERNOR DEPT. OF ENVIRONMENTAL CONSERVATION ANCHORAGE/WESTERN DISTRICT OFFICE 3601 C STREET, SUITE 316 ANCHORAGE, ALASKA 99503 563-6775 DATE: June 16, 1989 PWSID: 210697 To Whom It May Concern: According to the records on file in this office, the MCKINLEY VIEW S/D water system is in compliance with the State of Alaska Drinking Water Regulations. sincerely, Environmental Field officer