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HomeMy WebLinkAboutHENKINS BLK 3 LT 14 MUNICIPALITY OF ANCHORAGE DEPARTMENT OF HEALTH & ENVIRONMENTAL PROTECTION ENVIRONMENTAL ENGINEERING DIVISION 825 L Street -Anchorage, Alaska 99501 Telephone 2..64-4720 ON-SITE SEWAGE DISPOSAL SYSTEM AND/OR WELl_ INSPECTION REPORT NAME PHONE O I~L~ ~N EW ~ ~ ~ l - ~ u P ~ ~ A g ~ MAI LING ADDRESS Po $o× LEGAL DESCRIPTION LOCATION Well I DISTANOE TO: I iqC,'~' f,~l I-- 2 Manufacturer m ILiq. capacity n ga ons I: IooO IF HOMEMADE: ~O _~ ~ Man ufacturer I~ I I Well ~:I: [ DISTANCE TO: I _ u. Z I NO. of lines I Length of each line r- i~ ~. Top of tile to finish grade I Length Width ~ I DISTANCE TO: Well DISTANCE TO: OTHER PIPE MATERIALS AbsO,~tion area Dwelling tto'~- fq Material Inside length Width NO, OFBEDROOMS PERMIT NO, No, of compartments ?_ Liquid depth Dwelling PERMIT NO, Material Liquid capacity in gallons Foundation Nearest lot line PERMIT NO, Distance between lines Trench width ~0 inches Total length of lines Material beneath tile inches Deptb PERMIT NO. Crib depth Total effective absorption area Building foundation Nearest lot line Depth Driller Distance to lot line PERMIT NO. Building foundation Septic tank Absorption area(s) SOIL TEST RATING i'33 IJ '/~m, INSTALLER REMARKS Total effective absorption area Sewer line '1 APPROVED DATE LEGAL DEPARTMENT '"~'"~ HEALTH al'.,ID ENVT Ror.,ti','IEI'-,ITaL.C'~OTECT T ON 8~'5" STREET, aNCHORaGE, aK. 9%.. 01 264-4720 l--lr-~ S I TE SEL-JER PER['1 I T PERMIT NO. ( 820775 ) aPPLICaNT LOCATION LEGAL JOHN MOORE L ±4 B ~ HENKINS PO BOX 4-604 8NCH 99509 LOT SIZE 274-0448 SQUARE FEET TYPE OF SOIL aBSORPTION SYSTEM IS: DRRINFIELD MAXIMUM NUMBER OF BEDROOMS SOIL RATING THE-REQUIRED SIZE OF THE SOIL aBSORPTION SYSTEM IS: [:,EPTH= 4 LE~IC~TH= 77 12 R R"-.-' E ! [::" F P T; |-- 2 THE LENGTH DIMENSION IS THE LENGTH (IN FEET) OF THE TRENCH OR DRRINFIELD. THE DEPTH OF a TRENCH OR PIT IS THE DISTANCE BETWEEN THE SURFACE OF THE GROUND aND THE BOTTOM OF THE EXCaVaTION (IN FEET). THE TRFNCJ J L4IDTH IS 5. ~1~0 FEET. THE GRAVEL DEPTH IS THE MINIMUM DEPTH OF GRAVEL BETWEEN THE OUTFRLL PIPE aND THE BOTTOM OF THE EXCRVRTION (IN FEET). RFL";.~I_! J RF[:, SF-F'T I C: TFII"-,il-::: ~ I ZE= :_'LC-~O~-3 6RLLC~NS PERMIT aPPLICaNT Has THE RESPONSIBILITY TO INFORM THIS DEPARTMENT DURING THE INSTaLLaTION INSPECTIONS OF aNY WELLS aDJaCENT TO THIS PROPERTY aND THE NUMBER OF RESIDENCES THaT THE WELL WILL SERVE. TL.~Cu (:-:') I ~-~$PEC:TICI~-~S IRRE F:ErZ4gJ IRED BACKFILLING OF aNY SYSTEM WITHOUT FINAL INSPECTION aND aPPROVaL BY THIS DEPARTMENT WILL BE SUBJECT TO PROSECUTION. MINIMUM DISTANCE BETWEEN R WELL aND aNY ON-SITE SEWAGE DISPOSAL SYSTEM IS i00 FEET FOR R PRIVATE WELL OR i50 TO 200 FEET FROM R PUBLIC WELL DEPENDING UPON THE TYPE OF PUBLIC WELL. MINIMUM DISTANCE FROM a PRIVATE WELL TO R PRIVATE SEWER LINE IS 25 FEET aND TO a COMMUNITY SEWER LINE IS 75 FEET. OTHER REQUIREMENTS MaY aPPLY. SPECIFICATIONS aND CONSTRUCTION DIaGRaMS aRE aVaILaBLE TO INSURE PROPER INSTaLLaTION. PFI~:I'"! 'ir T E~::F' I ~:E$ [:,E£:Ef-]BER ~--! .. t_-_:4.82 I CERTIFY THaT ±: I aM FaMILIaR WITH THE REQUIREMENTS FOR ON-SITE SEWERS aND WELLS aS SET FORTH BY THE MUNICIPALITY OF aNCHORaGE. 2: I WILL INSTALL THE SYSTEM IN aCCORDaNCE WITH THE CODES. ~: I UNDERSTAND THaT THE ON-SITE SEWER SYSTEM MaY REQUIRE ENLARGEMENT IF THE RESIDENCE IS REMODELED TO INCLUDE MORE THaN 3 BEDROOMS. SIGNED: RPPLICRNT JOHN MOORE V4. 0 MUNICIPALITY OF ANCHORAGEA ..... Department/-~f Health and Environmenta,' ?rotection~Q 825 ~ Street, Anchorage, AK. a9501 ' ' 264-4720 · * * * HANDWRITTEN PERMIT * * * Permit # ~]~-- WELL AND/OR 0N-SITE SEWER PERMIT Applicant: <~©~ ~]~ Location: Legal Description: ~/~ ~ Mailing Address: /~,0, g~-~, Phone Number: ~7~'-O~/~z~ size: Type of Soil Absorption System Is: Trench: Drainfield: / Seepage Bed: Holding Tank: Maximum Number of Bedrooms: ~ Soil Rating(sq.ft/br) DEPTH The Required Size of the Soil A2osorption System Is: ' .LENGTH GRAVEL DEPTH WIDTH The length dimension is the length(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 minimum depth of gravel between the outfall pipe and the bottom of the excavation(in feet). * * REQUIRED SEPTIC(HOLDING) TANK SIZE = /0~ GALLONS * * Permit applicant has the responsibility to inform this department during the installation inspections of any wells adjacent to this property and the number of residences that the well will serve. * * * TWO(2)'INSPECTIONS ARE REQUIRED * * * Backfilling of any system without final inspection and approval by this department will be subject to prosecution. Minimum 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. Minimum distance from a private well to a private sewer line is 25 feet and to a cormmunity 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 31~ 1 9 ~ ~ * * * I certify that: (!) I ~ familiar with the requ'irements for on-site sewers and wells as set forth by the Municipality 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 .bedrooms. Signe~: ,":~. ~/?,~..~.._~ Issued by: /~p liCant '- Date: SWP/024 (1/81) MUNICIPALITY OF ANCHORAGE DEPARTMENT OF HEALTH AND ENVI RONiVlENTAL. PROTECTION 825 L. Street, Anchorage, Alaska 99501 264-4720 SOILS LOG - PERCOLATION TEST SOILS LOG PERCOLATION TEST 3 5 6 7 9 SLOPE SITE PLAN I I I I I I I ,.l~. L.;I. .I 10 11 12 13 14 15 16 17 18 19 2O COMMENTS IF YES, AT WHAT DEPTH? Gross Net Depth to Net Reading Date Time Time Water Drop 4'~zo 2-10 o 1[5 I_~ [/.'z~ /0 PERCOLATION RATE TEST RUN BETWEEN / ~9,¢ 9 (minutesJinch) "~ FT AND L/, , FT ~ ~ ~.~/~. ,~ ,~ ~}~, ~ .c~'~,{.. .: ~.t',. L:i.4 E:2: HENki?£NL~ F'E E:O;:':; ,~-E;E!,::~-5,9~C"r.'9 L 0 T S '[ ;::JE i-"!ZNZHUH E:,ZD'TRNCE E:ETHE:EN Fi k!ELL. FiND RN'¢ ON-::;ZTE 'E;EHFIGE [.L',:[SF:'O:-SF:iL "3'¢E;'TE!'d :[5; ZE~!.:..!! FEE"i" FOF: F:~ PRZVF:!TE HELL. (:if:;: ±SE'J "FO 2E'JE~ FEET F:'F?OH Fl PL.!BL. LrC H[~.LL. t:::,EEF'END:r. NG UPON T'HE:J TYF'E OF' F'UE:L:[C: HEL. L. i','t:[NZHLI!',i DIE;TRNCE FF;..'OId FI F'F:ZVF-iTE HELL TO R F'RIVRTE SEHE:iR LINE i.S; 25 F'E~E:'I" FtNf) 'TO la COI"iHUNZT'¢ '..~EI.,.![FJF~: L:[I'.,!E: ]:E; 75 F'EET. HELL L. OG% P, RE REQU:[,~:ED FINE:, HU%T BE F:ETUF:'.NED TO 'THE DEPRRTMENT OF THE: HELL COHP!...ETZON. OTHER F?.E(.:.!UIRE:HEN'T% i"]F:!'.r' F4,';::'PL?. SF'EC::[FIC:FF.'f'tON':, RND CONS'TRUCT!ON DIF:IGF::FIHE; Fi'vL.'::~iLFiE.:LE TO IN':SUf'-7:E F'F.:OF'EF;: INS'TF':,'L~LRTION. :[ C:EF:T "F', 1.-. "F...tF:!T :L' -r F:ll',l F'!RH:[L"RE' HZ'T'F! THEE F'OR'T'H E','¢ THE F!UN 2' t !,.!]:LL. T~.~,Z'T~ 'T'HE ''~ '"-'t ..... · ,-, ,-,, ,=,-- ::, ~ :,. Et I ::. N FIC:C:ORDFff.~C:E t.,.! ..... 'r T' .- TF.ilE C:ODEiS (907) 243-2282 KEN JOHNSON WATER WELL DRILLING PUMP SALES & SERVICE 30 YEARS ALASKA DRI~LIN',_~ 3163 LINDEN DRIVE ANCHORAGE, ALASKA 99502 Lot 1:.$ B!I; } nen!c;ns ouoa~ ( 2'? ',,- {?~%8 O~gan2c pea~ DFk ~<ra~ sand si-Lt,~t):'acc o. GPavei & ~lray silt ( dry ) Decomposed rock.~i'Factur'ed, H2o,. 20 ft head Drk gray rock ., ft, u~.chx-'ed~, can case., Blk fractured roc:,t ( dry ) Same..but firme:' Casing r. efusal Pirm rock ,,vibh ~r'xctures ( dr'y ) Granite H20 ,5 GPid Static ,?aver level 1} ft~ xc'o~r ~.~} of casing APPLI( NT FILLS OUT UPPER HAL ONLY ~--~,, ~ ' ' Phone Property Owner ~ '~:½/ ~-~,. ,¢(, ~.,~- ~ ) ~.{ .--, Mai~ihg Addre~ ..... _/ Lending Institution y~ /W /~' Phone Address ~'~-~ ~ :'~ /~)/:?T ,-. /:-1~_? i/~ : :f'~ ,~-~ ., Realty Co. & A~nt ~ Phone , . :: ~ ~I:~ Address : ~ ] ~-'1 Legal Description ~: Street Locati~ Type of Resi~nce ~x Single Family ~ Multiple Family No. of Bedroom. ~ Other Water Supply ~ Individual A~ACH WELL LOG. A w~l log is required for all wells drilled since June 1975. ~ Community For wells drilled prior to that d~te, give well depth (attach log if available). ~ Public Utility Sewer Disposal ~ Individual Year Individual Installed: ~ 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 Inspector Field Notes: MUNICIPALITY OF AN(~HOP,~GE DEPT. OF H~-ALTH ENVIRONMENTAL pROTECTION AUG .BECElVED I'~ > APPROVED BEDROOMS 'COND,T,ONS OP APPROVA~ ~ ) CONDmONA'APPROVAL' Soils Rating Date Sewer Installed Well To Absorption Area Well Log Received Well to Tank Septic Tank Size ALASKA eDUIROFImI DTAL CODTROL SeRUIC S, IDC. ~n§ill¢¢rJn§ ~ I~nuJronmenlal Sttldics August 12, 1983 Municipality of Anchorage Departn~nt of Health & Environmental Protection 825 L. Street Anchorage, Ak. 99501 Re: Health Authority MUNICIPALITY OF ANCHORAGE DEPT. OF HSALTH & ENVIRONMENTAL PROTECTION RECEIVED On August 9, 1983 our cc~c~ny collected a water sample frcmthe house located onLot, l Block ~3 Henkins Subdivision. The property owner is Gary Kinkaid. /~hewater analysis was satisfactory. A copy of the report is attached. The well is located over 100 feet frc~ the septic tank and over 100 feet from the leach field. The electrical wires are encased in conduit. All the standpipes are capped. The well casing stands are 1 foot above the ground. The well has a sanitary seal. Inspected by: Darcy ~evens Engineering Geologist CHEMICAL & GEOLOGICAL LABORATORIES OF ALASKA, INC. ~.~.'~. · , ...... TELEPHONE (907> 562-2343 A NCH ORAGE INDUSTR5633 B StreetlALC ENTER Drinking Water Analysis Roport for Total Coliform TO BE COMPLETED BY WATER SUPPLIER WATER SYSTEM: ,~/~/~. I.D. NO. C=,,~ ~ / (*) See h on back Water System Name Mailing Address SAMPLE DATE: Phone No. State Mo. Day Year Zip Code SAMPLE TYPE: [] Routine [] Check Sample (for routine sample with lab ref. no. [] Special Purpose ~- [] Treated Water [] Untreated Water SAMPLE NO. I I I LOCATION Time Collected Collected By TO BE COMPLETED BY LABORATORY Analysis shows this Water SAMPLE to be: ,~Satisfactory [] Unsatisfactory [] Sample too long in transit; sample should not be over 48 hours old at examination to indicate reliable results. Please send new sample via special delivery mail. Date Received',~>'"/- c~ _ % ~ Time Received \[o ..~ ~ Analytical Method: [] Fermentation Tube /~Membrane Filter Lab Ref. No. Result* Analyst I $/¢'~ I ~ I I [-i-I I I I-T-] I I F-F1 I I ~ '*NO Of colomes/100 mi or No of Positive port,OhS READ INSTRUCTIONS BEFORE COLLECTING SAMPLE 06-1220 (b) Rev. 197B BACTER OLOGICAL WATER ANALYSIS RECORD Date C oil~:t ~:1 Source PresumPtive 10mi ]0ml 10mi 10mi ~0ml 3.,Omi 0,1mi 48 Hours EMB Broth 24 hours: Broth 48 bourl~ Multiple Tuba Report= Membrane Filter: Direct Count Verification: LTB BGB HENKINS SUBDIVISION 10/9/85 Keith Bandt Platted: Zoned: Lot Description: P robl ems: Probable Causes: End Effect: September 13, 1955 (Plat #387) R6 in 1982. Previously, it was zoned UNRESTRICTED 61 lots and 3 tracts. Majority of the lots are 20,000 s.f. One of the affected lots is only 14,365 s.f. Water table has increased in recent years causing systems to fail and sewage to leak onto the ground surface. Lots most affected are cross-hatched on Figure 1. Based on soil tests conducted in 1982 on several of these lots, water levels have increased 4-6 feet. System failure in this case can contaminate the shallow water table, and the potential exists for contaminating the deeper drinking water aquifers although no problems have surfaced to date. Due 1. to a combination of 3 factors; Natural phenomena - A natural increase in the water table due to changes in the hydrologic cycle. There is historic evidence that the area affected was very wet, saturated by ground water, prior to development. There are presently many indications of saturated soil as evidenced by small streams, springs, and weeps within the affected area. Monitoring well data helped establish the boundaries of the affected area. A stream diversion around lots 8,9, and 10 may be a factor in fixing the water table elevation on Lot 15, Block 3, although the degree of impact is difficult to assess and is not the sole factor. Wastewater loading from septic systems probably aggravates the situation by contributing to the water table rise. Lots 12-15, Block 3 and Lots 5-6, Block 4 will be required to abandon their existing systems and hook up to a holding tank or package treatment plant (innovative) by November 1, 1985. Lots 3-4, Block 4 will be required to raise the absorption field to meet the proper separation distance to ground water. Curtain drain systems are not viable and have been excluded as an option. High fecal coliform levels found in a monitoring well on Lot 3, Block 5 are currently being investigated. The water supply well for this lot is in close proximity and is only drilled to a depth of 44 feet with a static water level of 6 feet from the ground surface.