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HERITAGE HILLS BLK 1 LT 1
Municipality of Anchorage Page / of ,-~ DEPARTMENT OF HEALTH AND HUMAN SERVICES ENVIRONMENTAL SERVICES DIVISION P.O. Box 196650 · Anchorage, Alaska 99519-6650 · Telephone: 343-4744 On-Site Wastewater Disposal System and/or Well Inspection Report Permit Number: '5'~°°0~ PIDNumber: Ol~-c~OI- O~ Name: ~/A~Oz.~) .~ Z,~ ~ WastewaterSystem: ~New ~Upgrade Address: /~ 3 '/O Z, ~7~ ~. ABSORPTION FIELD No. of Bedrooms: Phone: ~-_ ~ ~ ~ Deep Trench ~ShallowTrench DBed ~Mound DOther LEGAL DESCRIPTION so, Rating: ~. ~ GPD/Sq. Ft. Total Depth fromToriginal grade: Lot: / Block: / ~/~Subdiv~i°n:G~ ~ Z~ Depth to pipe bo~om~from original grade: Ft. Gravel depth benea~pipe Ft. Township: ~II Range: ~ Section: ~ Fill added above original grade: Ft. Gravel~ ~ ~/~ ~ / ~ ~ ~t.length: Number of lines: Distance baleen lines: WELL: D New D Upgrade Gravel width: ~ Ft. I ~ /~'+ Et. Classification (Private, A,B,C): ~ Total Depth: ~o: Total absorption area: Pipe material: Driller: ~ Date Drilled: Static Water Level: Installer: ~ Date installed: ~ GPM PumpSeta,: Ft. CasingHeightAboveGrou;;: TANK SEPARATION DISTANCES ~Septic D Holding D S.T.EP. To Septic Absorption Lift Holding Public/Private Manufacturer: Capacity in gallons: From Tank Field Station Tank SewerLines ~e~ ~ ~ Material: Number of Compa~ments: Sudace Water /dO ~ /~0; ~ LIFT STATION~ Lot / Sizein gallons: Manufacturer: / 3 ~ / "Pump on" level at: ~1 at: High water alarm at: Foundation / Cu~ain Drain ~ ~O~E ~ ~~ ~1~ctr'~p~ti~s ped°rmed by: Remarks: ~ Y / ~ T, ~ C- ~ ~,~ ~-, c T 4 ~ ~ BENCHMARK Location and Description: I Assumed Elevation: Inspections pedormed by: Reviewed and approved by: Date: 2 -//-~ 72-013 (Rev. 9/91) MOA 25 PERMIT NO. swg80472 PAGE 2 OF 3 . a_uQicip..a!it.y_._a, 9 Anchoraae DEPARTMEN/ o~ HI:AL/I-I AND HUIVFAN SERVICES ENVIRONMENTAL SERVICES DIVISION P.O. Box 196650 e Anchorage, Alask~ 99519-6650·Telephone~ 343-4744 ON-SITE WASTEWATER DISPOSAL SYSTEM AND/OR WELL INSPECTION REPORT LEGAL LOT 1, BLOCK 1, HERITAGE HILLS P.I.D..NO. 015--221--04 NEW TRENCHES / ,o' UTILITY E~SEMENT ~ [ ~ ~,~ ~ s,~ EXISTING ~ ~ m ~ ~ co,Uj/~ ~.HOUSE ~ I,.~.o~o ~1 ' 'N ~ ~SEPTIC TANK I 3ANDONED TRENC~ HUFFMAN ROAD ~ / PERMIT NO, SW980472 PACE 3 OF 3 . Mun_icipg!iC.y~F Amchoraoe DEPARTMFN! uP ~Amm~ AND HUIvTAN SERVICES ENVIRONMENTAL SERVICES DIVISION P.O. }]ox ]96650 mAnchor'~oe, A[~sk~ 99519-6650mTe[el~hone: 343-4744 ON-SITE WASTEWATER DISPOSAL SYSTEM AND/OR WELL INSPECTION REPORT LEGAL LOT 1, BLOCK 1, HERITAGE HILLS P,LD, NO. 015--221 --04 ST1 ST2 =-----, II II ..----INSULATION A B FCO 19.5' 7.0' ST1 31.0' 26.0' ST2 31.0' 31.0' DBL1 32.0' 34.0' DBL2 32.5' 35.0' C01 38.0' 45.0' MT1 43.5' 40.5' C02 50.5' 37.0' MT2 57.5' 57.0' C03 54.0' 61.0' C04 57.5' 53.5' FS J 37.~ H$',~ CO1 = 95.9', ~--C03 = CO1 93'9~7 92.9 C02 ~C04 = 94.4', FINAL GRADE% MT1 C02 T2C03CO4 INSULATION col = ~o.~', /~co~ = ~.~: ,~ C02 = 90.~'~/~C04 = 89.9-'~ MT1 = 8§,8'.--/ MT2 = 8§.8'j · 81.3' WATER FOUND 7735' B.O.H. INSULATION MUNICIPALITY OF ANCHORAGE Department of Health and Human Services On-Site Services Program 825 L Street, Room 502 P.O. Box 496650, Anchorage, AK 99549-6650 (907) 343-4744 ON-SITE WASTEWATER DISPOSAL SYSTEM PERMIT Upgrade Date Issued: Dec 21, 1998 Expiration Date: Dec 21, 1999 Permit Number: SW980472 Legal Description: HERITAGE HILLS BLK 1 LT 1 Design Engineer: 0003 S & S Engineering Owner Name: Harold & Linda Drews Owner Address: 12340 E Liberty Dr. Anchorage, AK 99508-0000 Parcel ID: 015-221-04 Site Address: 012340 LIBERTY RD Lot Size: 16414 SQ. FT. Total Bedrooms: 3 . Permit Bedrooms: 3 This permit is for the construction of: [] Disposal Field [] SepticTank [] Holding Tank [] Privy [] Private Well [] Water Storage All construction must be in accordance with: 1. The attached approved design. 2. All requirements specified in Anchorage Municipal Code Chapters 15.55 and 15.65 and the State of Alaska Wastewater Disposal Regulations ( 18AAC72 ) and Drinking Water Regulations ( 18AAC80 ). 3. The engineer must notify DHHS at least 2 hours prior to each inspection. Provide notification by calling (907) 343-4744 ( 24 hours ). ( Not required for a Water Supply Permit only ). 4. From October 15 to April 15, a subsurface soil absorption system under construction during freezing weather must be either: A. Open and closed on the same day. B. Covered, sealed, and heated to prevent freezing. 5. The following special previsions. This permit is issued in conjunction with the Conditional Health Authority Approval #HA980498 Received By: Issued By: Date: Date: ROBERT C. COWAN, P.E. HEALTH AUTHORITY &°PROVALS SEWER&WATER MAiN EXTENSIONS SEWER&WATER INSPECTION ENGINEERINGSTUDIES AND REPORTS WELL INSPECTION & FLOW TEST SITE PLANS ROAD DESIGN SOILTEST PERCOLATION TEST STRUCTURAL & MECHANICAL INSPECTIONS ON SITE WASTEWATER DISPOSAL SYSTEM DESIGN December 11, 1998 CIVIL ENGINEERS (907) 694-2979 FAX (907) 694-1211 MUNICIPALITY OF ANCHORAGE Department of Health and Human Services P.O. Box 196650 Anchorage, AK. 99519 REFERENCE: Lot 1, Block 1, Heritage Hills Subdivison Request you issue a permit to install a septic system to serve the three bedroom dwelling on the referenced property . Test holes were excavated and percolation tests performed. The approximate location of the test holes are located on the attached site plan. At the time of excavation 12/4/98 water was found at 13'. After seven days of ground water monitoring the water level was at We do not anticipate any adverse effects on neighboring wells, septic systems, reserve areas or drainage patterns by the installation of the proposed septic system. The construction of this system will not prevent any future development on any of the adjacent properties. If you require additional information, please contact us. Sincerely, Robert C. Cowan, P.E. RCC/rdp Enclosure 17034 NORTH EAGLE RIVER LOOP · SUITE 204 · EAGLE RIVER, ALASKA 99577 '1" SCALE: 4.0' DESIGN DETAIL ,~~/n'~--~ J 0 I~ ~0 ~ ~ , ~/ /~ o ~ ~ , j I I ~ ~/~ ~ ~ ,~ o ~.~_ ~, m~ :'"~ '"~ Municipality of Anchorage DEPARTMENT OF HEALTH & HUMAN SERVICES 825 "L" Street. Anchorage. Alaska 99502-0650 SOILS LOG -- PERCOLATION TEST LEGAL DESCRIPTION:j'07- ! Township, Range, Section: 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 SLOPE WAS GROUND WATER ~ ~- ENCOUNTERED? IF Y ES, AT WH AT DEPTH? Depth to Water After.ti '/~ t Date' Monitoring? . SITE PLAN Gross Net Depth to Net Reading Date Time Time Water Drop fl~¢'"'~-.¢4 '~ ?;' ~0 ~ ~ l'~'/~'' PERCOLATION RATE TEST RUN BETWEEN -- {minutes/inch) PERC HOLE DIAMETER -- FTAND '7 FT COMMENTS S & $ ENGINEERING ~ - CERTIFY THAT T~tlS TES)' WAS PERFORMED IN PERFORMEDBY: i)'0.$~.Eag~e River LoopRoa¢lNo. 204 ~v! - ' ~ '~ /I ~ /~ ~ ACCORDANCE WlT~E~~ GUIDELINES IN EFFECT ON THIS DATE. DATE: 72-008 (Rev. 4185) ROBERT C. COWAN, P,E. HEALTH AUTHORITY APPROVALS SEWER&WATER MAiN EXTENSIONS SEWER&WATER INSPECTION ENGINEERING STUDIES AND REPORTS WELL INSPECTION &FLOWTEST SITEPLANS ROAD DESIGN SOILTEST PERCOLATION TEST STRUCTURAL & MECHANICAL INSPECTIONS ONSITE WASTEWATER DISPOSAL SYSTEM DESIGN ON-SITE WASTEWATER DISPOSAL SYSTEM CONSTRUCTION PRACTICES and MATERIAL SPECIFICATIONS CIVIL ENGINEERS (907) 694-2979 FAX (907) 694-1211 REFERENCE: Lot 1, Block 1, Heritage Hills Subdivision December 9, 1998 GENERAL: The scope of this project includes installing a leachfield to serve the three bedroom residence. The integrity of the 1000 gallon septic tank is to be verified and if poor, replaced with a new 1000 gallon septic tank. Construction shall be in accordance with the approved site plan and design drawings, Municipal permit with any special provisions or conditions, and all applicable State and Municipal Wastewater Disposal Regulations. The contractor shall be responsible for obtaining any necessary underground utility locates. Unless specifically agreed otherwise, the property owner shall be responsible for final grading areas subsequently depressed from soil settling. Contractors installing wastewater disposal systems must be certified by the Municipal Health Department for system installations. Owners installing their own systems must also receive prior approval from the Mtmicipal Health Department. SEPTIC TANK INSTALLATION: A septic tank is to be constructed by a certified septic tank manufacturer. Construction shall include two 4" cleanouts for pumping access. The septic tank shall be sufficiently bedded to prevent settling or shifting of the tank. All standpipes on the septic tank shall extend a minimum of 12 inches above final grade. Septic tanks installed with less than 4 fi. of cover shall be insulated. 17034 NORTH EAGLE RIVER LOOP ° SUITE 204 ° EAGLE RIVER, ALASKA 99577 Page 2 Lot 1, Block 1, Heritage Hills S/D December 9, 1998 A foundation cleanout shall be installed one to four feet from the building foundation. In the line between the tank and the leachfield there shall be two adjacent cleanouts (unless an effluent pumping system exists within the septic tank). These cleanouts shall be located on undisturbed soil not more than 10 ft. from the tank. The first cleanout, in line, shall be to clean toward the leachfield. The second cleanout shall be to clean toward the septic tank. Two flow dividers shall be installed sending 3/4 flow to longer trench and remaining 1/4 flow to shorter trench. o Final grading over the septic tank shall be such that a positive slope exists away from the septic tank. ABSORPTION TRENCH/DRAINFIELD INSTALLATION: Excavate the proposed trench to the dimensions shown on the design. The bottom of the excavation shall be within 2 inches of level. If the sidewalls of the excavation become smeared, they must be raked or scratched (ruffed-up) before gravel (sewer ack) placement. Once the gravel is installed, the distribution pipe is to be installed level with the perforations faced downward. Gravel is then to be placed over the distribution pipe to provide a minimum of 2 inches of cover over the pipe. A silt barrier must be installed between the final gravel layer and the naive soil backfill. Ensure the silt barrier covers the entire gravel surface before placing backfill. Monitor tubes shall be of four (4) inch diameter, installed approximately in the locations shown on the design, and extend a minimum of 12 inches above final grade. The portion of the monitoring tube extending through the gravel shall be perforated from the bottom of the trench to the invert of the distribution pipe. This is equivalent to the effective depth of the gravel as noted on the design. Backfill over the £mal gravel layer must not be less than twenty-four (24) inches. Insulation must be installed when the backfill depth is less than thirty-six (36) inches. The finish grade over the trench must be mounded to prevent the formation of a depression after settling. Page 3 Lot 1, Block 1, Heritage Hills S/D December 9, 1998 MINIMUM MATERIAL SPECIFICATIONS: Any septic tank proposed for installation must be constructed by a Municipal approved septic tank manufacturer. The following pipe materials are approved for use in septic system installations in the Municipality of Anchorage: Type of Pipe Perforated Solid Cast Iron Yes Yes ASTM D3034 (PVC) Yes Yes ASTM F810 (HDPE) Yes No ASTM D2662 (ABS) Yes Yes Use of a type of pipe other than listed above must be approved by the inspecting engineer. Insulation shall be at least 2" thick extruded direct burial polystyrene (Dow Chemical Company Styrofoam HI or equal). Septic tank inlets and outlets shall be fitted with watertight couplings (Caulder, Femco, or equal). A permeable nontoxic silt barrier (Typar 3401, Mirafi 140N, or equal) must be installed between the final leachfield gravel layer and the native soil backfill. All leachfield gravel (sewer rock) shall be 0.5"-2.5" screened gravel with less than 3% passing the//200 sieve. When sand is being used as a filter material, its gradation specifications must conform to current M.O.A. or D.E.C. requirements, which ever requirement applies. INSPECTIONS: Typically there will be a minimum of three (3) inspections required during the installation of the wastewater disposal system. These inspections will occur as follows: The first inspection must be conducted after the excavation of ditches, pits, trenches, or beds and before the installation of any gravel. A septic tank may be set in place, but may not be backfilled before this inspection. Page 4 Lot 1, Block 1, Heritage Hills S/D December 9, 1998 The second inspection must be conducted after the placement of the silt barrier, gravel, distribution lines, standpipes, cleanouts, and insulation, but before the placement of any other backfill. The final inspection is to occur upon final grading of the property. Often there will be more than these 3 inspections required. Especially with the installation of multiple trenches, sand filters, pressurized distribution systems, etc. Thus, the inspecting engineer is to be contacted at least 24 hours prior to the start of construction. If necessary, a pre-construction meeting will take place on-site. The inspecting engineer will not coordinate, direct or control in any way the contractors activities. The owner shall contract with the contractor to perform the work outlined in these specifications and plans and in accordance with the attached M.O.A. permit. There will be no contractual arrangement existing between the contractor and S & S Engineering. S & S Engineering shall be the owner's representative and will inspect the work as stated above to document the contractors activities. Final acceptance of the contractors work rests with the owner and the M.O.A. S & S Engineering shall have no liability to the owner or to others for acts or omissions of the contractor or any other persons performing work on this project or the failure of the contractor to carry out the work in accordance with these construction documents. S & S Engineering's inspecting engineer will not be responsible for the construction means, methods, techniques, sequence, procedures or the safety precautions incident to this project. CONTRACTOR/INSTALLER /~~ ~' MUNICIPALITY OF ANCHORAGE DEPARTMENT OF HEALTH & ENVIRONMENTAL PROTECTION ENVIRONMEN'I'AL ENGINEERING DIVISION 825 L Street- Anchorage, Alaska 99501 Telephone 264-4720 ON-SITE SEWAGE DISPOSAL SYSTEM AND/OR WELL INSPECTION REPORT NAME PHONE I []NEW [] UPGRADE Phillip'~ ~ ~fh¥ 349-7988 MAILING ADDRESS S.R.A. Box 2142 LEGAL DESCRIPTION L1 Bk 1 Heritage Hill LOCATION NO. OF BEDROOMS Liberty & Huffman Road 2 Well ~on ~ea ~wel,ing ~ PERMIT NO. ~ Manufacturer ~ ~~~~ ~v ~// ~'~10N'''~' No. of compartments ~ ~ Liq. capacity in gallons Width Liquid depth /(~ IF HOMEMADE: ~ ~ Well Dwelling PERMIT NO. DISTANCE TO: ~Z ~ Manufacturer Material Liquid capacity in gallons O Well Foundation Nearest lot line PERMIT NO. ~ DISTANCE TO:i 115 56' 46' 79 9' PoleoulineL,,~810642 No. of lines Length of each line Total length of lines * . Trench widthD~ Distance bet~3~lines ~ inches ~ -- Top of tile to finish grade 48" Material beneath tile 54" Total effectiv~orption area ~ inches Length Width Depth PERM ~T NO. < ~ Type of crib Crib diameter Crib depth Total effective absorption area ~ Well Building foundation Nearest lot line ~ DISTANCE TO: ~ Class Depth Driller Distance to lot line PERMIT NO. ~ Building foundation Sewer line Septic tank Absorption area(s} ~ DISTANCE TO: 4" diameter perforated plastic pipe ~ SOIL TEST RATING INSTALLER ~7~ REMARKS APPROVED /DA~E LEGAL 72-013 (Rev. 3/78) F'ERMIT NC RF'F'L '! CRN T L 0 C:R T I O N LEGRL. DEPBRTMENT OF HEBLTH ~ND ENg!RONMENTBL PROTECTION 825 '"L'"' STREET., FINCHORBGE., 2~4-4720 8i064~2 ) F'HILL.IF' MRBR'¢ SF.:R EOt:.,: 2Z4;-2 D9507 L. I E:ERT'.¢ ROR[:, T '- ' ,- T -" L :L B i HERITFIGE H_LL=, S,."[:' LOT T' F''- OF ¢-.;F~IL RBSORF'TION S'¢STEM IS: TREN_.H 000 S6URRE FEET ,hl¢I::..':IMIIM NIIME:EF." OF BE[:,ROOMS = ]: SOI, L RRTING ,::S;C..! FT,--'BR)= 225 . THE F.:EE. PJIRE[:, SIZE OF THE SOIL RBSORF'TION S'~-STEM tS: .- . · ..... "-- , - .... --- -'-'""-' .~'=" ' = ".." -- £:. E F' ]- ~ THE LENGTH DTHENSION IS THE LENGTH (.IN FEET'::, OF THE ]RENCH/}R E:,RRZNF.IEL[.:,. · FF..EN...H "iR PIT THE DISTRNCE BETNEEN THE ~.~~ _ OF THE E:,EF'TH OF R" '- P - .IS ',1 RFRF:E THE .3F.'OUNE:, RNE:, THE Rf]TTOM OF THE E:dC.R. VR't'ION (IN FEET:). .-' THERE IS NO SET HIDTH FOF.: TRENCHES. THE GF.:R',,,'EL [)EPTH IS; THE MINIMLtM [:,EF'TH OF GRRVEL E:ETt.,.IEF~¢~I THE OUTFFILL PIPE RN[', THE BFFrTFM -F THE E'~:F:R R'FION ,:IN FEET:,. O/' ......... \ .. , ,,,, , INSTFILLBTION INSF'ECTIONS OF RN'¢ P~ELL. S FE)JFICENT TO T.~IS FROF'ERT~ RN[:, THE NLIME~ER OF RESI[:,ENCES THFtT THE k!ELL I.'-IILL SER","]. E:FIC:KFILLING OF RN'¢ S'¢STEM 14.ITHOL T FINRL INSPEE:~I)-qN FIN[:, RF'F'ROVRL c:'¢ THIS [,EFRRTMENT I.,.I!LL E:E SUBJECT TO PROSECUTION. MINIMUM DISTRNC:E BETI4EEN R WELL RN[:, FtN'¢ =,EWR.~E [:,ISPOSRL .:,~.:]EM t_, :[OO FEE]" FOR R PRI',,,'F~TE !,.IELL OR_.'1.50 TO ,=....'.';'~:~K4._, FROM .0 PL!E~LIC: NELL [,FF'ENr:,TNG UPON THE ]"¢F'E OF F'JE:LIC WELL.. MINIMLtM [:,ISTFINCE FROM R PR I ',,,'RTE [,JELL. TO Fl, ,'RTE :T, Ek4ER LINE IS 2Fi FEET RN[:, TO R COMMJklIT'¢ :,EI.~EF.. LINE IS ;"5 FEET. OTHER REf.]LIIF.:EMENTS .HFI'¢nr."L'r'-'"'F ..... ...... -=,F'EF:TFTC:FIT N2; RN[:' .-:F~N':';TF'~ ...... ']TION DIFtGRRMS RRE H,.~ILHE, LE TO INSURE PROPER I.NSTFILLRTION P E F: r"l ][. l' E ?:. F- Z -" -: '~= I CEF-TIF'¢ THRT ...... - , , - ',~¢~-~ ' '.-': ' ':- , :"~ SET i: I MM FHMILIHR P.IITFI THE F..E~.!UtF. EftE. N'f~'/FDF.. OP. _,ITE _,Ei~EF.-, RN[:' HELLS RS FORTH E:'¢ 'rile MLIN!CIPF~L I'f"~' OF RNCHORR~'. 2' ~ [4ILL INSTFILL THE S'¢:STEM IN FtCRO~OFINC:E 1.4ITH ,.T, HE CO[:,ES. _-..':: I UN[:,ERSTF4N[:, THRT THE ON-S I TE S, Et.,.ICR SYSTEM MFt ~ RE6!U I RE E.NLFqRGEMENT I F 'rile RESI[:,ENCE IS F.:EMODELE[:, TO INCLU[:,E MORE THFIN ]: BE[:,ROOMS. S i GNED: .......................................................... FIF'F'L I C:FINT F'H ILL I F' MKE, F T ISSUE[:' dT ......................................... '- ' .......................... , ' · Department ~'~> Health and Environmental~--~"~£°t~c~n L~_~/~3J/ /~ ~l-~ / , ~ , , ~ 825 ~ Street, ~chorage, AK~ 99501/ ~ Type of Soil ~sorption System Is: Trench: l/_ Drainfield: Seepage Bed: Holding Tank: M~xim~ N~ber of Bedrooms: Soil Rating (sq. ft/br)~' _ . The Required Size of the Soil ~sorption System Is: The leng h dimension is t ength(in feet) of the trench or drainfield. The depth of a trench or pit is the distance between the surface of the ground and the bottom of the excavation(in feet). There is no set width for trenches. The gravel depth is the minim~ depth of gravel ~et~the ou~ pipe and the bottom of the excavation(in feet). ~~ ~ ~ REQUIRED SEPTIC(HOLDING) TANK SIZE = ~~, GALLONS Permit applicant has the responsibility to inform ~is department during the installation inspections of any wells adjacent to ,tb~s property and the n~ber of residences that the well will serve. ~~~ TWO'Z) INSPECTIONS ARE REQUIRED Backfilling of any system without final inspection and approval by this department will be subject to prosecution. Minim~ distance between a well and any on-site sewage disposal system is 100 feet for a private well or 150 to 200 feet from a public well depending upon the type of public well. Minim~ distance from a private well to a private sewer line is 25 feet and to a co,unity sewer line is 75 feet. Well logs are required and must be returned to this department within 30 days of the well completion. Other requirements may apply. Specifications and construction diagrams are available to insure proper installation. ~ ~ ~ PERMIT EXPIRES DECEMBER ~1~ 1 9 8 1"" I certify that; (1) I ~ f~iliar with the requirements for on-site sewers and wells as set forth by the M~icipality of Anchorage. (2) I will install the system in accordance with codes. (3) I understand that the on-site sewer system may require enlargement if the residence is remodeled to include more that 3 be~ooms. Signed: ' Issued by: . Date: SWP/024 (1/81) NC. MATERIALS TESTING o QUALITY CONTROL SOILS ENGINEERING 1800 W. 48th Suite C / P.O. Box 10-1126 / Anchorage, AK. 99510 / 248-1333 710 3rd Ave. / P.O. Box 2540 / Fairbanks, AK. 99706 / 452-12G7 - 456-5155 Larry Eaton Polar Realty 1101 East 76th Anchorage, Alaska 99502 Dear Mr. Eaton: The owner of the house located on Lot 1, Block 1, Heritage Hills Subdivision requested that an Adequacy' Test Repor~ be performed on h±s septic system. The test can not be accomplished at ~his time due to the frost penatration giving inaccurate results. My experience in past testing has showed that dwellings with septic systems older than 4 years have been unable to pass the adequacy test as outlined by the Municipality of. Anchorage, and additional upgrading is usually required. The existing system is a 23'x32'x21' crib with a 648 sf required absorbtion area built for a 3-bedroom house. The material rating required a 225 sf/br installation showing that %he crib is oversized and may pass the test when conditions permit. The crib shows that it can handle a 5 bedroom house. Due to these conditions, testing in the spring will be necessary to know what the absorbtion rate is and if any additional leach field will be necessary. Sincerely, Kinney R. Baxter, P.E. "Professio~mls worki~g to desigtt at~d bttild a belier Alaska" QGRE ~l:R ANLHURAIjI' ARI'A BUr ~U~H Department of Environmental Quality 3330 C Street Anchorage, Alaska 99503 INSPECTION REPORT ON-SITE SEWAGE DISPOSAL SYSTEM NAME /¢~-J LOCATION SEPTIC TANK: DISTANCE FRO~ WELL INSIDE LENGTH MANUFACTURER NUMBER OF MATER IAL/~Z~]¢ / '/7~.~ ,~ COMPARTMENTS INSIDE WIDTH LIQUID DEPTH· -- LIQUID CAPACITY GALLONS. SEEPAGE PiT: NUMBER OF PITS / DIAMETER - OR WIDTH¢,~/~,~..;~ LENGTHL~, DEPTH /'O (F4/9/~,(,] LINING MATERIAL t/O~ ~)/~ CRIB SIZE: DIAMETER~'~ DEPTH ~-~ DISTANCE FROM: WELL /'<~/7/ / TOTAL EFFECTIVE BUILDING FOUNDATION z/~/, NEAREST LOT LINE__./7] . ABSORPTION AREA (WALL AREA) /----¢/~/~P SQ. FT. ADDITIONAL ABSORPTION Ei/'~u6~ ~'~AC-~-.0~L~ ..] WELL: TYPE .~ tO~///I)r~P, I...~//~g( CONSTRUCTION BUILDING NEAREST FOUNDATION CGt LOT LINE /~ '~ CESSPOO[ /~0/~- OTHER SOURCES APPROVED q'~ DISAPPROVED _,~ ,z?Z~').¢¢-,'¢'&/~ DEPTH ~/-/~ f DISTANCE FROM: NEAREST /~) ._~ SEPTIC , SEEPAGE SEWER LINE TANK /~2.~ SYSTEM ,4)¢,.'dCp/~','1)¢ .~,3' 42 REMARKS DISTANCES: INSTALLED B~: ~/~l. dt~(~ ~-~d~Od:t~ LOT SLOPE: Form No, LQ-031 DIAGRAM OF SYSTEM i I DATE ~'i42/~c~ 27., /'~ 7~ APPROVED ./~J1.62~ ~, ~4,¢.Z</'"- G.A.A.B. GREATER ANCHORAGE AREA BOROUGH DEPARTMENT OF ENVIRONMENTAL QUALITY 3330 "C" STREET ANCHORAGE, ALASKA 99503 TELEPHONE 274-4561 SEWAGE DISPOSAL SYSTEM -- APPLICATION AND PERMIT PERMIT NO. NAME OF APPLICANT f /'v~- INSTALLATION LOCATION INSTALLATION OF: SEPTIC TANK ~ SEEPAGE PIT-- ~ DRAIN FIELD TYPEANDS,ZEOPPAO,L,TYTOBESERVED FINANCED THROUGH SOIL TEST RESULTS OTHER TO BE INSTALLED BY NOTE~ THIS PERMIT IS; NOT VALID WITHOUT S;OIL TLS? FINAL INSPECTION: 24 HOUR NOT~CE REQUIRED. BACKFILLING OF ANY SYSTEM WITHOUT FINAL INSPECTION BY THE DEPARTMENT OF ENVIRONMENTAL QUALITY AUTHORITY WILL BE SUBJECT TO PROSECUTION. MINIMUM DIS;TANCES, REQUIREMENTS; FOUNDATION TO SEEPAGE Pit SEPTIC TANK TO SEEPAGE P~T WALL SEPTIC TANK ., SEEPAGE Pit TO NEAREST LOT LINE. WELL TO SEPTIC TANK ~' ~)(:~ DRAIN FIELD '~ WATER MAIN TO SEPTIC TANK DRAIN FIELD /0 DRAIN FIELD ALSO CONSIDEr AREA WELLS. SEEPAGE Pit /~) ~ SEPTIC TANK, ~ 0 , SEEPAGE PIT /~L~) DRAIN FielD '~g / TO RIVER, LAKE, STREAM. CAST Iron INTO AND OUT OF SEPTIC TANK AND INTO CRIB CROSSING GAP OF EXCAVATION 5 FEET INTO UNDISTURBED SOIL. 4 INCH D~AMETER CAST IRON SIPHON PIPES ON SEPTIC TANK AND SEEPAGE PIT FITTED WITH AIRTIGHT REMOVABLE CAPS. GRAVEL BACKFILL CONFORM TO BOROUGH REGULATIONS REGARDING INSTALLATION. DIAGRAM Of SYSTEM [ CERTIFY THAT I AM FAMILIAR WITH THE rEQUIREMENTS OF GREATER ANCHORAGE AREA BOROUGH ORDINANCE NO. 28-68 AND THAT THE ABOVE FORM NO, E~-016 ' Performed For " :Le.~al Oescrintion: Lot 1 Block 1 Thi's rorm Reports Soils Loq yes .4!~:.:.)~!,. ! ~t. <m 'f , . 5820 TUDDR ROAD. ANCHORAGe, A~KA B9507 · T~LEPHONE 333-8472 Glacier ~cavating Date Performed 4-16-73 Subdivision Heritage Hills Sub. Percolation Test A 5 6 7 2 In Oeoth F( t Soil Characteristics 1 Overburden 2-- Silty Sandy Gravel, moist with cobbles and boulders mixed thru- out, becomming finer below 10 fees. GM-22~ ) Bottom of Test P-i-~-llF--f~et Wa Ground Water Encountered? NO I¢ Yes, At what Depth? l- F ~ ' Readinq [ Date Gross Time Net Time Depth to H20 I Net Drop; r [ _~'::~: )Orcolation Rate Minute ~:.,,:;,; Proposed Installation': Seenaoe Pit yes Drain Field ~J~;.]:~m~'.:. De~th of Inlet -3 ft. ' Depth To Bottom Of Pit Or Trench i ¢:'~ ' No'water table or bedrock 4 ft. below intended seepage pit. ' ....... Parcel I.D.# MUNICIPALITY OF ANCHORAGE DEPARTMENT OF HEALTH & HUMAN SERVICES Division of Environmental Services On-Site Services Section P.O. Box 196650 Anchorage, Alaska 99519-6650 343-4744 CERTIFICATE OF HEALTH AUTHORITY APPROVAL FOR A SINGLE FAMILY DWELLING Q] ~-971-04 GENERAL INFORMATION Complete legal description Lot 1, Block 1, Heritage Hills-S/D Location (site address or directions) 12340 Liberty Road PropertyOwner ~/f?£~.O ~ L,/~/~,~ ~3R~,~ J' Dayphone Mailing address ;:~/0 L~8,~.,~-y ~o~-a ..~,,~c.z-/~,¢,.ic,~- Lending agency Day phone Mailing address /Agent 'j'oHA L~.,/ ¥ -: ~-~ ~-fl~',L ~xe'c~,'T/v'b~ayphone Address Unless otherwise 'reqUested, HAA will be held for pickup. 2. NUMBER OF BEDROOMS: 3 TYPE OF WATER SUPPLY: Individual well Community well Public water NOTE: If community well system, provide written confirmation from State ADEC attest- lng to the legality and status of system. TYPE OF WASTEWATER DISPOSAL: Individual on-site Holding tank community on-site NOTE: Public sewer If community wastewater system, 'provi.de written confirmatior~ from state ADEC attesting to the legality and status of system. 72-025 (Rev. 1/91) Front MOA #21 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 of this Health Authority Approval application shows thai the on-site water supply and/or wastewater disposal system is 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 in compliance with all Municipal and State codes, ordinances, and regulations in effect on the date of this inspection. Name of Firm s & $ ENGINEERING 17034 Eagle Rivet Loop Roag No. 204 Address Engineer's signature '"~,~"~2 Phone DHHS SIGNATURE '/ Approved for bedrooms. Disapproved. Conditional 'approval for bedrooms, with the following stipulations: Additional Comments By: / Date The Municipality of Anchorage Department of Health and Human Services (DHHS) issues Health Authority Approval Certificates based only upon the representations given in paragraph 5 above by an independent professional engineer registered in the State of Alaska. The DHHS does this as a courtesy to purchasers of homes and their lending institutions in order to satisfy certain federal and state requirements. Employees of DHHS do not conduct inspections or analyze data before a certificate is issued. The Municipality of Anchorage is not responsible for errors or omissions in the professional engineer's work. 72~25 (Rev, 1/91) Back MOA #21 Municipality of Anchorage DEPARTMENT OF HEALTH & HUMAN SERVICES Environmental Services Division 825 L Street, Room 502 · Anchorage, Alaska 99501 · (907) 343-4744 Health Authority Approval Checklist Legal Description: J. 0T' I (5 ~-oc~c I ~ ,~.~, 7/~C~ g.//~J' Parcel I.D.: A. WELL DATA Well type Log present Total depth Sanitary seal If A, B, or C, attach ADEC letter. ADEC water system number - Date completed --~ ! ~7 -7 .~ Cased to ~/o ! -/- Casing height (above ground) ~' -/ Wires properly protected O/N) Date of test Static water level Well production FROM WELL LOG AT INSPECTION g.p.m. .-.~, '7 WATER SAMPLE RESULTS: Coliform O Nitrate Date of sample: I) /~- ~/~ $ B. SEPTIC/HOLDING TANK DATA Date installed i / ~-t[ ~c) Tanksize ). i 7 Other bacteria Collected by: S & S ENGINEERING 17034 Eagle River Loop Road No. 204 Eagle River, Alaska 99577 g.p.m. Number of Compartments "Z. Cleanouts~'~/N). ~/& J Foundation cleanout (~/N) ¥ A $ Depression (Y/~__.) ~ O High water alarm (Y,~). ~v O Date of Pumping ~/4~ - ,,.'¢~ Pumper C. ABSORPTION FIELD DATA Date installed ! / ~,1 /a! ~ Length ~'~ 7'~r~ Width Effective absorption area 5-tO Soil rating [g~or ff~/bdrm) ©' Gravel thickness below pipe System type Total depth Monitoring Tube present (~/N) Y'~ Depression over field (Y/~) .,u o Date of adequacy test ~/,~ - '" ~ ~-' Results (Pass/Fail) Fluid depth in absorption field before test (in.); ~ Fluid depth__ (ins~ Absorption rate =. Peroxide tre~t,-l'2~months) (Y/N) If yes, give date 72-026 (Rev. 3/96)* For .~ __ gal. water added (in.): .g.p.d. bedrooms D. LIFT STATION Date installed Size in gallons ..~.---~---~' - Manhole/Access (Y/N) "Pump on" level at* f.~-~'"Frd~-p off'' level at* High water alarm level at* Cy~~..-~~ E. SEPARATION DISTANCES SEPARATION DISTANCES FROM WELL ON LOT TO: Septic/holding tank on lot Absorption field on lot Public sewer main Sewer/septic service line On adjacent lots On adjacent lots / o ~ .-/-- Public sewer manhole/cleanout Lift station SEPARATION DISTANCES FROM SEPTIC/HOLDING TANK ON LOTTO: Foundation g' ! Property line '~ S Absorption field Water main/service line / 0 -t- Surface wateddrainage ) co '.,L Wells on adjacent lots SEPARATION DISTANCE FROM ABSORPTION FIELD ON LOT TO: Property line ~ ~/ Building foundation -~ 3 Water main/service line Surface water / o 0 -F Driveway, parking/vehicle storage area 3~-~ -k- Curtain drain X, o ~ E_ /< / o ~ ~ Wells on adjacent lots ) 0 o -~ I cedify that I have determined thru field inspections and review of Municipal r~'~at the ~o~'~ ~ms in conformance with MOA ~A~ guidelines in effect on this date ~ ~, . %¢~:T HAA Fee $ · Waiver Fee $ Date of Payment I ~/ i 1 / ~ ~ Date of Payment Receipt Number Q, H G ~'~ / ( '7 '¢1 $- '~ ~) Receipt Number 72-026 (Rev. 3/96)* MUNICIPALITY OF ANCHORAGE DEPARTMENT OF HEALTH & HUMAN SERVICES Division of Environmental Services On-Site Services Section P.O. Box 196650 Anchorage, Alaska 99519-6650 343-4744 Parcel I.D. # CERTIFICATE OF HEALTH AUTHORITY APPROVAL FOR A SINGLE FAMILY DWELLING ~15-221-04! NAA# ~"1~--'~ :~-t ~-~ \ ', 1. GENERAL INFORMATION Complete'legal description Lot 1, Block 1, Heritage Hills S/D 12340 Liberty Road Location (site address or directions) Property owner Mailing address Lending agency Mailin. g address Harold & Linda Drews Day phone 345-5445 1234~ f,ih~rty Rnad, Anchorage, AK 99516-2348 Day phone Agent Address Day phone Unless otherwise requested, HAA will be held for pickup. NUMBER OF BEDROOMS: TYPE OF WATER SUPPLY: Individual well Community well NOTE: xxx Public water community well system, provide written confirmation from State ADEC attest- lng to the legality and status of system. 4. TYPE OF WASTEWATER DISPOSAL: NOTE: Individual on-site Holding tank Community on-site Public sewer If community wastewater system, provide written confirmation from State ADEC attesting to the legality and status of system. 72~25 (Rev. 1/91) Front MOA 821 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 of this Health Authority Approval application shows that the on-site water supply and/or wastewater disposal system is 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 in compliance with all Municipal and State codes, ordinances, and regulations in effect on the date of this inspection. Name of Firm s & S ENGINEERING Phone 17034 Eag|e River Loop Road No. 204 Address Eaqle River. Algal,= O~?? Engineer's signature ';._ ~ ~:~- Date DHHS SIGNATURE Approved for Disapproved. ~)~ Conditional approval for bedrooms. .J t~ ~.~ ROBERT C, COWAN ~ ~ ~ _,,,, , :-;,. ...... ';. L. bedrooms, with the following stipulations: The septic system on this lot shall be upgraded pursuant to the attached permit #SW980472 no later than June 15, 1999. Money shall be placed in escrow for 1~ times the high bid from a minimum of three (3) bids. THe balance of the escrow fund8 shall be released after an approved Certificate of Health Authority Approval has been issued by ~hi~ D~p~r~monf Additional Comments I~.~lj i [ii ~ The Municipality of Anchorage Department of Health and Human Services (DHHS) issues Health Authority Approval Certificates based only upon the representations given in paragraph 5 above by an independent professional engineer registered in the State of Alaska. The DHHS does this as a courtesy to purchasers of homes and their lending institutions in order to satisfy certain federal and state requirements. Employees of DHHS do not conduct inspections or analyze data before a certificate is issued. The Municipality of Anchorage is not responsible for errors or omissions in the professional engineer's work. 724)25 (Rev. 1/91) Back MOA ~1 Municipality of Anchorage DEC I 1998 DEPARTMENT OF HEALTH & HUMAN SEI~I~E~T¥ OF ^NCHOP~G~ Environmental ServicSs DivJsior~NVIRONMEN]'ALSE~'VIcE$ DIVI81O 825 L Street, Room 502 · Anchorage, Alaska 99501 · (907) 343-4744 Legal Description: A. WELL DATA Health Authority Approval Checklist Well type Log present (Y~). JVO Total depth 3. H (~ -~ Sanitary seal g/N) '7' ~ If A, B, or C, attach ADEC letter. ADEC water system number Date completed '"'~ / ~ '7 -~ Cased to H 0 /- Casing height (above ground) Wires properly protected FROM WELL LOG Date of test Static water level .j ~¢~'" Well production WATER SAMPLE RESULTS: g.p.m. AT INSPECTION g.p.m. Coliform 0 Nitrate Date of sample: !1 / ~. ~ / ~ B, SEPTIC/HOLDING TANK DATA Date installed }1/ (~ /~'1 Tank size / ~ ~ Other bacteria Collected by: S & S ENGINEERING I/U34 Eagle River Loop Road No. 204 Eagle River, Alaska 99577 Number of Compartments ~ Cleanouts (~)/N). Y~-5 Foundation cleanout ~/N) '"/~'$ Depresson (Y/~). /~ o High water alarm (Y/~ ~ Date of Pumping ~/~-3/~'~ Pumper /v~.~-/Cu,~,~ ,~,~.~_ C. ABSORPTION FIELD DATA Date installed II / (~ / ~' ( Length 5" (~ Width Soil rating (g.p.d./fF or~ ~. ~. 5- System type TR '3 Gravel thickness below pipe q /~- ~Total depth Effective absorption area. ~'o q }~r Monitoring Tube present ~/N) ~/r~j- Depression over field (Y/N)__ Date of adequacy test I ~ ,/2- 3 [ ~ ~' Results (Pas~ ~' ~- -y~ For Fluid depth in absorption field before test (in.);~ Immediately a~ded-(4m); _.-----:~...--"-%~.. ~/0 % -/- Fluid depth. (ins) Minutes later_.' ~ Absorption rate = ' - .g.p.d. bedrooms Peroxide treatment (past 12 months) (Y/N) ~ ~' ~ ~ ~''~,~ ," If yes, give date 72-026 (Rev. 3/96)* D. LIFT STATION Date installed Size in gallons ~ Manhole/Access (Y/N) "Pump on" level a *.~---'"'~ "Pump off" level at* High water alarm level at* ~_~'~~*Datum CycJes tested ~ E. SEPARATION DISTANCES SEPARATION DISTANCES FROM WELL ON LOT TO: Septic/holding tank on lot ) ~ O On adjacent lots /'O ~ -/ Absorption field on lot / ~ 'p d-- On adjacent lots Public sewer main A/ /R- Public sewer manhole/cleanout ~J///~ Sewer/septic service line '~ ~ Lift station SEPARATION DISTANCES FROM SEPTIC/HOLDING TANK ON LOTTO: Foundation / Property line Water main/service line )o Y- Surface wateddrainage ,/o 0 /-¢~ Wells on adjacent lots 1DO SEPARATION DISTANCE FROM ABSORPTION FIELD ON LOTTO: Property line ~-t ~'P,~.~ Building foundation ] o ~-F Water main/service line Surface water ) ~ o ~-F Driveway, parking/vehicle storage area .~-o Curtain drain ~ o~., ~ ~ ~,o e~'~.J Wells on adjacent lots t ~ O 4- F. ENGINEER'S CERTIFICATION I certify that I have determined thru field inspections and Si~gCn°a~uf~r:ance~i~2~Agui~ffect°nthisdate' Engineer's Name P~ % ~ ,~..,c.T d- Date ) ~' /l't / ~ ~ HAA Fee $ Date of Payment Receipt Number 72-026 (Rev. 3/96)* Waiver Fee $ Date of Payment Receipt Number A Marley Company P.O. Box 3888, Davenport, Iowa 52808 SUBMERSIBLE PUMPS & MOTORS READ THIS MANUAL COMPLETELY BEFORE INSTALLATION This warranty is a LIMITED warranty. Anything in the warranty notwithstanding, IMPLIED WARRANTIES FOR PARTICULAR PURPOSE AND MERCHANTABILITY SHALL BE LIMITED TO THE DURATION OF THE EXPRESS WAR- RANTY. MANUFACTURER EXPRESSLY DISCLAIMS AND EXCLUDES ANY LIABILITY OF CONSEQUENTIAL DAM- AGES FOR BREACH OF ANY EXPRESS OR IMPLIED WARRANTY. WARRANTY Red Jacket submersible motors are guaranteed as to workmanship and material and are guaranteed to do all we claim for them when properly installed, used, and maintained as described in the applicable Red Jacket "instruction Manual". Should any part (or parts) fail within 12 months from original date of installation, but no more than 24 months from date of manufacture, said part (or parts) will be replaced f.o.b, our factory or authorized service station without charge, provided the part (or parts) is returned transportation charges prepaid. No allowance will be made for labor, transportation or other charges incurred in the replacement or repair of defective parts by the customer. Red Jacket will not be responsible for labor charges, loss, or damages caused by defective paris. This warranty does not apply when damage is caused by sand or abra- sive materials pumped with the water, corrosion due to acid waters, careless handling, or improper installation. On some installations "phase converters" are used to obtain a three phase power supply from a single phase power source. The use of phase converters may cause an imbalance between the three phases and cause damage to the motor. For this reason, warranty coverage will not be extended on units installed with phase converters. The Red Jacket submersible motor is designed to pump potable water at temperatures up to 90°F. For appfica- tions where the unit will be pumping other liquids or water at higher temperatures, the factory should be consulted before making the installation. Failure to do so will void the warranty. NOTE: Installation procedures may vary between states. Refer to your state water well code for proper installation regulations. Refer to your local electrical code for proper wiring procedures. TO THE INSTALLER Red Jacket submersible motors are designed to give long, trouble free service. Experience has indicated that little or no attention is necessary once a submersible unit has been properly installed. Many service calls on sub- mersible units have been due to an improper installation. For this reason, we strongly recommend following the outline provided paying particular attention to the pre- cautions noted when installing the unit. The majority of service calls on submersible motors are electrical in nature. To save the unnecessary time and expense of pulling the unit and to locate the trouble quickly, learn to use the ohmmeter and the ammeter referred to in this manual. By using these two instruments you will be able to quickly locate and correct pump ser- vice problems. This motor is for deep well applications and should not be used in surface water such as lakes, rivers or swim- ming pools where physical contact with the unit or water may cause electrical shock. The motor frame should always be grounded when performing electrical tests. FOR YOUR REFERENCE Fill in this information and keep this book in a safe place. The technical information about your submersible pump will be found on the nameplates on the motor and the pump. Always give this information whenever it is necessary to contact your dealer or the factory. Motor Model No.'~ Pump.~del No, , Volts~Cycles Date of installation WelI depth.~q~ 5 ft. Pump set at~ q ) ft. Static Leve~7 ,,. draw down Z¢~ft. at & GPM ~ ~ ~ z ~9502 APPL~r' 'NT FILLS OUT UPPER HAl ,'SNLY Property Owner '/~ ~ ~ Phone ,-> ~ (- -, . '- ,_ ;. ?.- i,.., /... '.,- Mailing Address c.. -t / -~ ;-.i .'/ /-; ..... !, -- ,. ,..<~/.~ Zip Code '} Address Zip Code A~r~, b ~ ~- ~ Zi. Co~e RealtyCo.&A~nt 2 , [ ,-~- . ~- ~Z :'+c.,'~ / Address i t / / /~- ~,,t ~ , ~ ~ 7%.~, /~ . ...~ ) .,. ~- ~ / t~' Zip Code / -~ '~ ~-, ~_~ ' Legal Descript~n // r- ~' ' ~' /ff' //~;~ i /J / c~ / / L ¢ / Type of Resi~nce ~ingle Family ~ Mu.ltiple Family No. of Bedroo~ .~' ~ _Other Water Supply . ' ~ndividual~ ~ A~ACH WELL LOG. A w~l Icg is required for all wegs drilled since June 1975. ~ Community '~'~~ For wells drilled prior to that date, give well depth (attach log if available). ~ Public Utility " Sewer Disposal ~hdividual Year Individual Installed: /~,/r './ ~ Public Utility - . When Connected to Public Utility: ~ Holding Tank NOTE:'THE INSPECTION FEE MUST ACCOMPANY EACH RE~EST BEFORE ~OCESSING CAN BE INITIATED. Time Time Time Time Date Date Date Date Inspector Inspector Inspector In~l:~tor Field Notes: ,{ ~ ENVIrONMeNTAL PRO'rEC~ION e¢ RECEIVED (~) APPROVED BEDROOM8 'CONDITIONS OF APPROVAL (~ ~) DISAPPROVED ( ) CONDI~ :ONAL APPROVAL* Soils Rating Date ~wer Installed Well To Absorption Area Well Log Received Well to Tank Septic T~k Size 72-023 (3182) P ~-cr C Iq 6-650 ANCHORAGE, ALASKA 99502-0650 (907) 264-4111 /t4A YO£? DEPARTMENT OF HEALTH AND ENVIRONMENTAL PROTECTION October 13, 1982 Security Pacific Mortgage Corporation 2550 Denali Street Anchorage, Alaska 99503 Attention: Susan Subject: Lot 1 Block 1 Heritage Hills Subdivision This department inspected the site for sewage overflow after installation of an on-site sewer system on December 3, 1981. The area was dry and no sewage overflow was evident. If there are any further questions, please call this office at 264-4720. Sincerely, Les N. Buchholz, R.S. Program Supervisor LNB/ljw Anchora e 825 "L" STREET ANCHORAGE, ALASKA 99501 (907) 264-4111 GEORGE M. SULLIVAN, MAYOR DEPARTMENT OF HEALTH AND ENVIRONMENTAL PROTECTION June 29, 1981 Dr. Phillip H. Mabry Star Route Box 2142 Anchorage, Alaska 99507 Subject: Lot 1 Block 1 Heritage Hills Subdivision The adequacy test performed on the sewer system shows signs of failure within a two(2) year period. Therefore, before approval may be granted, an upgrade will be required. The upgrade will inclued: (1) 38 feet of leach line with 6 feet of gravel backfill. (2) A total depth of 10 feet. (3) The existing seepage pit will need to be tied in with the upgrade. Prior to any upgrade a permit will need to be obtained from this office. If there are any further questions, please call this office at 264-4720. Sincerely, Robert Co Pratt, R.S. Associate Specialist RCP/ljw cc: Larry Eaton % Polar Realty 1101 East 76 Avenue, Suite B 99502 - ~ INSPECTION APPOINTM . ~' TIME ~'~ ~~ TIME ~ INSPECTOR ~ INSPECTOR INSPECT~ MUNICIPALITY OF ANCHORAGE D~PT. DEPARTMENT OF HEALTH & ENVIRONMENTAL PROTEC~IRONMEN]AL ' ENVIRONMENTAL SANITATION DIVISION Telephone 264-4720 RECEIVED REQUEST FOR APPROVAL OF INDIVIDUAL WATER AND SEWER FACILITIES DIRECTIONS: Complete all parts on page 1. Incomplete requests will not be processed. Please allow ten (10) days for processing. 1. PROPERTY OWNER PHONE P~OP~BTY B[SIDE~T {If differont from aboua} ~HO~E 2. BUYE~ PHONE ~AILING ADD~ESS MAILING ADDRESS ~* ~ 4. REALTOR/AGENT MAILING ADDRESS 5. LEGAL DESCRIPTION ~ 7:. I :~zoc,~ STREET LOCATION 6. TYPE OF RESIDENCE S INGLE FAMILY [] MULTIPLE FAMILY NUMBER OF,BEDROOMS [] One [] Four [] [] Two [] Five ,~ Three [] Six Other 7, WATER SUPPLY INDIVIDUAL* [] COMMUNITY [] PUBLIC UTILITY * ATTACH WELL LOG. A well log is required for all wetls drilled since June 1975. For wells drilled prior to that date, give well depth (a~tach log if available.) 8. SEWAGE DISPOSAL SYSTEM I NDIVIDUAL/ON-SITE** E] PUBLIC UTILITY /¢ 73 ? YEAR ON-SITE SYSTEM WAS INSTALLED. NOTE: THE INSPECTION FEE MUST ACCOMPANY EACH REQUEST BEFORE PROCESSING CAN BE INITIATED. THIS SIDE FOR OFFICIAL USE ONLY 1. TYPE OF RESIDENCE NUMBER OF BEDROOMS [] SINGLE FAMILY ~ ONE [] THREE I~ FiVE r~l OTHER [] MULTIPLE FAMILY [] TWO [] FOUR [] SIX PERMIT NUMBER 2. WATER SUPPLY [] INDIVIDUAL DEPTH OF WELL [] COMMUNITY DATE DRILLED [] PUBLIC UTILITY Connection Verified LOG RECEIVED 3. SEWAGE DISPOSAL SYSTEM PERMIT NUMBER [] INDIViDUAL/ON -SITE DATE INSTALLED []PUBLIC UTILITY Z7/_ Connection Verified INSTALLER ~lSeptic Tank or [] Holding Tank Size: If~.:~C~ If Tank is homemade SOiLS RATiNG give dimensions: TYPE OF TANK MANUFACTURER..,:'~.~.t~; TOTAL ABSORPTION AREA MATERIAL WELL TO: ] 6~ Absorption Area to nearest Lot Line 5. COMMENTS ~' APPROVED FOR : BEDROOMS DATE ),_ ~.,-~'~ ' BY 72-010 (Rev. 6/79) Tobben Spurb, land P.E. 8155 Cranberry St. Anchorage, Alaska 99502 Phone (907) 243-5302 Fbi!lip Mabry 2601 Boniface Parkway Anchorage~ Alaska 99504 June 18, 1981 SEWER ADE~UAC Y TEST Legal Location Owner Residence Water Sewer Date of Test Test Procedure Result Lot 17 Block 1~ Heritage Height~ Corner of Liberty and Hoffman Arne Re fvik 3 Brdrooms, Single Family On Site Well From Municipal Records: T~k Absorption System Absorpt ion ~ea Soil Rat ing Installat ion Date 1250 gal Steel~ two compartments 8x8x6 Log crib 648 sqoft o 225 April 1973 June 12-151 1~81 System was inspected on June 9th. House cleanouD ~zd vent for tank were located° No signs of vent for crib° On June lOth a backhoe was used to locate crib standpipe° ~ipe was found one foot below surface° A two foot extention was put on pi~eo Tank was pumped on June 12tho After pumping approximately 500 gal of water wasaadded to the crib° The ~,zaterlevel in the crib ~ent from 60~inches to 8'-~" in the filling process, but dropped rapidl3 to 6'-2'~ (74"~ within 25 min. after filling had been comp].etedo 4':~fter 24 hours the licuid depth was 59-inches. The septic tank is approximately 6 feet higher 6hen the crib. ~'~o water entered the tank during the test ~ This system accepted and absorbed 500 gal of liquid during a 24 hour period° The water volume surcharged the crib but the water did not back up into the taztko This system is 9 years old. Sinc.e 5/6 of the liquid capacity of the crib is by now dead storage it should be expected that the system will begin to experience failure within 2 years° ~ks of this date it meets the requirements o£ the liunicipal code° U v . ~ ' GREATER ANCHORAGE AREA BOROUGH'- ~ ~[ Department of Environmental Quality 3500 Tudor Road, Anchorage, Alaska 99507 ~79-8686 · Date ReceiveO~/~ ~ / ~ Time of Inspection Date of Insoectio~~3' RHQUHST ~OR APPROVAL[ OF I~IV~DUAL SB~HR g Whir FACILITIES FOR ·" ~umber o~ ~3adrooms: ~ . ' Well Data: ~~ Sewage Dtsaosal System: C. Septic T. nk, 1. Si..~2. Manufacturer ~. D&sposal F&eld: To~al Length Distances: A. Well. To: Septic Tank /69~L/ , Absorption Area /~/~// , Sewer Lines -------- , Nearest Lot Line /O~ Foundation to Septic Tank / -~/" . Absorption Ares to Nearest Lot Line Request for Approval o ~ndivIdua! - ~ Aporo~al Valid for One Year From Date Signed Greater Anchorage Area Borough, DeFartmen~ of ~nvironmental Qual~ty D~.AutxAM OF o,STKM I carti£v' that the information contained in this request for appreval to be a true and accurate repre$sntation of the sub.jet5 sewer and water facilities located 8%: Signed Date REQUEST FOR APPROVAL OF INDIVIDUAL SEWER & WATER FACILITIES FOR Phone: ~o77-/W5 3 Phone: Mailing Address: 4. Location: ~e. ~..~]x~.~4-4. bio. of bedrooms 5. Type of facility to be inspec"" _ ~,. 6. Weil Data. A. Type. _ ~..~/-._.z~,~.~.~, 'C. Construction 7. Sewage Disposal System: A. Instalied /~-27-'?S~ B. Depth ~L/O / C, Septic Tank: I. Size P. S ..... 5~ Pit: 1 · Absorption Area ~ E~ Disposal Field: Total length of lines 2. Material ~_~ Distances: / / ,0 , ~ c '~" tank ~ Absorption area /~ %/ Sewer ~J.,,es A. vi_ll ~o: cep~,~ /~ , ............. Neares~ ~o~ l~ne / 7 / , O&hev contanmnbt'~on B. Foundation to 5ep~'ic tank C. Absorption area to nearest lot line ,"n ~o,: (1/74) Page 2 o~ two ~ages - Req'L~t for Approval of Individual S~r & Water Facilities ,Legal Description Comments Approved ~'-~/~l~~<~ Disapproved Date ~/~ Approval Valid for one year from date signed Greater Anchorage Area Borough, Department of Environmental Quality DIAGRAM OF SYSTEM certify that the information contained in this request for approval to be a true and accurate representation of the subject sewer and water facilities and these facilities are operating satisfactorily. SIGNED Date EQ-034 (]/74)