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Home My WebLink AboutT15N R1W SEC 17 LT 1 · '% MUNICIPALi Y O, AF.CHORAG,~ MUNICIPALITY oF ANCHORAGE DEPT. Or' ':.,,' & DEPARTMENT O~= HEALTH & ENVIRONMENTAL PRoTECT.,.!,O,I~RO~x v'EN'h,\L :',: .;i ZCT]ON 825 L Street - Anchorage, Alaska 99501 ENVIRONMENTAL ENGINEERING DIVISION ;'~JG ~ ~ 'Jg?g 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. PROPERTY OWNER MAILING ADDRESS PROPERTY RESIDENT (If different from above) 2. BUYER PHONE PHONE MAILING ADDRESS 3. LENDING INSTITUTION PHONE MAILING ADDRESS 4. REALTOR/AGENT PHONE MAILING ADDRESS 5. LEGAL DESCRIPTION TREET LOCATION 6. TYPE OF RESIDENCE NUMBER OF BEDROOMS .~/ ~/,~/~/~/- [] One [] Four ,~] Other [] SINGLE FAMILY //;~ [] Two [] Five [] MULTIPLE FAMILY [] Three [] Six 7. WATER SUPPLY ~ INDIVIDUAL* * ATTACH WELL LOG. A well log is required for all wells drilled [] COMMUNITY since June 1975. For wells drilled prior to that date, give well [] PUBLIC UTi LITY depth (attach log if available.) 8. SEWAGE DISPOSAL SYSTEM E~ INDIVIDUAL/ON-SITE** *~lf individual/on-site, give installation date If system is over two (2) years old an adequacy test is required [] PUBLIC UTILITY by this Department. ~ ~ NOTE: THE INSPECTION FEE MUST ACCOMPANY EACH REQUEST BEFORE PROCESSING CANBE INITIATED. 72-010{3/78) Old Glenn Highway, Mile 19, building is 2-story on the left side x from the Chugiak Post Office. THIS SIDE FOR OFFICIAL USE ONLY DATE RECEIVED INSPECTION APPOINTMENTS TiME TIME TIME DATE DATE DATE INSPECTOR INSPECTOR iNSPECTOR DIRECTIONS: 1. TYPE OF RESIDENCE NUMBER OF BEDROOMS [] SINGLE FAMILY [] ONE [] THREE [] FIVE [] OTHER [] MULTIPLE FAMILY [] TWO [] FOUR [] SIX PERMIT NUMBER 2. WATER SUPPLY [] INDIVIDUAL DEPTH OF WELL [] COMMUNITY DATE DRILLED [] PUBLIC UTI LITY Connection Verified LOG RECEIVED 3. SEWAGE DISPOSAL SYSTEM PERMIT NUMBER []INDIVIDUAL/ON -SITE DATE INSTALLED E~]PUBLIC UTILITY Connection Verified iNSTALLER [~]Septic Tank or [] Holding Tank Size: If Tank is homemade SOILS RATING give dimensions: TYPE OF TANK MANUFACTURER TOTAL ABSORPTION AREA MATERIAL 4. DISTANCESwELL TO: Septic/Ho]ding Tank Absorption Area Sewer Line Nearest Lot Line Absorption Area to nearest Lot Line 5. COMMENTS ~ %~c.Fr-li_ E~APPROVED FOR . BEDROOMS [] CONDITIONAL APPROVAL (letter must,~c~ompany certificate) [] DISAPPROVED DATE BY (Title) LEGAL DESCRIPTION 72-010 (Rev. 3]78) t' September 20, 1979 Judy Endell Chugiak Children's Center Post Office Box 233 Chugiak, Alaska 99567 Subject: T15N R1W Section 17 Lot 1, 2, 3 An inspection was made on the child care facilities at the subject location on September 18, 1979. Before this department can approve your sewer and water facilities, you will need to do the following items: (2) 5 Y'-, (3) (1) A man hole cover is needed for the septic tank. The septic tank needs to be pumped with a receipt submitted to this office. A cleanout needs to be installed to the septic tank and three(3) leaching pits. (4) An adequacy test needs to be performed. If the system is not adequate, an upgrade will be needed. There are three(3) wells, we will need to know which one of the three(3) is in use. Enclosed you will find the information that you requested. If there are any further questions, please contact this office at 264-4720. Sincerely, Robert C. Pratt, R.S. Associate Specialist RCP/ljw cc: Patrick C. Welch Child Care Specialist Jndy E~de!l Chugiak Children's Center P.O. BO× 233 Chugiek~ Alaska 99567 OCT 6 1979 RECEIVED &~bject: T15N; RIM: Section 17, Lots 1~2,&3. Refa--ence: Letter dated September 207 1979 from Anchorage Department of Health 'and Enviornmental Protection~ SAB. ~ne vmrk required 1~ the reference letter: (1) has been completed. (2) Both septic tanks were pumped with each found to bare a capacity of 2000 gallons. This is contrary to information in L,'unicipality files ~,?nich indicated a capacity of Zhe septic tank for t}~e old portion of the school of 6000 gallons and the capacity shoYm for the addition at 5000 gallons. However, based upon a dapacity of 140 children and a staff of !4~ total ]_~ a~d an anticipated~low of approx~s-[seiy 25 gallons per capits¢ an anticipated daily flow of 3, S50 gallons can be e>Tpected. Operating hours are said to be from 6:50 A.M. to 6:00 P.M. and with a minlmum detention time of 12 }~ours recaired¢ a septic tank capacity o¢ 4000 gallons is accepqab!e. There are no garbage dlspos81 units ¥~dthin the building. (3) ~Te:,r clean outs ware installed on [~he ~0wo exSst:i.ng s?'b4c tr~ks~ howcver~ ~he three leaching pits on the old system and q'.'~e one leacl~ing pit on the new system could not be located even though consJderable excavation work w~s accom?ished. Appro×i?awtely 100 feet beyond ~he septic tanks under an existing hockey rink we were able Lo locate a sizeable trench lined with old auto~,*obiles. This '[,?er, ch serves as an absorption area for both say'tic systems and is underneath approxim-ntely 6 to S feet fill cover. (4) An adequacy test ,,.ms performed on the absorption area through a cont.-;nuous ¢low of ;rater from each septic system. Approwi?.ately 3~S0 . gallons were put tl~rough the system from 'the septic tank ~ecsted nearest '4~o the North end over a 2~ hour period between the 5'th end 6th of 0ctober¢ 1979. Approximately 3,910 gallons were put through 'she system SRB 196X EAGLE RIVER, ALASKA I DAVID A. SLENKAMP MECHANICAl ENGINEER 694-9055 CIVIL ENGINEER 694-2979 from the so,~tic tank serving the old pa~t of the bui]d~ng over houz*,nerloa' ' 'oetween ~ne" 6~n-'-' 8~d 7th of Ocoober~- ]979. A~ a result of this test end the excavation work performed it can be concluded t'ast tlao septic systeus are adequate to serve the children's center with a capacity not to exceed !40 children and !4 staff or total bf 154 persons. if ¥,'e can be of further service to you~ please do not hesitate to /Department o£ ?~6. alvh and ~invior~ments! Protection Pmbert C~ Pratt¢ RoS. P~orzck C. Welch Child Care SpecCalist SR8 196X EAGLE RIVER, ALASKA DRILLING LOG R E C E IV F 0 Well Owner Municipality of Anchorage - , Interstate Co. Use of Well Comm. Location (address of: Township, Range, Section, if known; or distance main road Chugiak Senior Citizens Housing Complex- ~) >7~-/~/0,~ Size of casing 6" Depth of Hole_ 165 feet Cased to 47.55 feet Static water level 47 ft. (a~B~) (below) land surface. Finish of well (check one) open end ( xx ); Screen ( ); Perforated ( ). Describe screen or perforation_ N/A Well pumping test at 12 gallons per ~'g~ig) (minute) for 1 hours with of drawdown from static level. 100% Date of completion-- 6 / 1 / 79 WELl. l.OG Depth in feet from ground surface Give details of formations penetrated, size of material, color and hardness 0 frO 2 Casing stickup 2 ~O. 3 Organics 3TO 47 47 TO 165 _TO __.TO .TO. TO_ .TO_ TO TO_ TO _TO ~TO TO Silty gravel ~dr~ck: water s~p~ ~n ~p~r~d~a fraaturas throughout Recovery Rates: ~85' 10 GPM ~125' 12 GPM 1 ~ CUSTOMER DEPT. OF ENVIRONMENTAL CONSERVATION JAY $, 338 DENALI SREET MACKAY BUILDING, ROOM 1206 ANCHORAGE, ALASKA 99501 .MUNICIPALITY OF ANCHOffA(~E DEPT. OF H;.?,LT~( & ~une 15, 1979 ENVIRONMENTAL pF, O'~ECTION Interstate Company, Inc. P. O. Box 4-1438 Anchorage, Alaska 99509 JUN 2 0 19.79 RECEIVED Subject: Water Well Chugiak Senior Housing Complex Gentlemen: Attached is a completed "Approval to Construct" for the Class A, Public Water Supply Well covered by the submittals for~ warded by your June 12~ 1979 letter. Please note the requirement for the completion of the "A~proval to Operatet' prior to delivering water to the public. Sincerely, Kyle J~ Cherry Environmental Supervisor Attachment cc: AM - DHEP blh 18-06LH August 21, 1978 Design Lab Inco 625 W. Fifth Avenue A~lchorage, Alaska 99501 Attn: Galen [;rant SU~..CT; Chugiak Senior Citizen }lousing Complex This department has reviewed the drawings and specification for the above subject establishment. As submitted the plans are approved, however the schedule of finishes for the walls, floors and ceilings and the plumbing drawings still need to be submitted to this deparb~ent for preview. If there are any further questions please contact this department 264-4721o Sincerely, Associate Ehvironmental Specialist AugUSt 31, 197~ Slueprin~ R~v~sion 93 If the~-e are any questions, ~lease contact this office at 264-4728. Enviro~m~n~al Engineering August 18~ 1978 Arctic Environ~ental Enf~ineers 3217 Arctic Boul¢~var,~ Anchorage~ Alaska 99502 Subject: Chuqiak Senior Citizens Rousing Complex Blueprint Revision ~1 (78-014) (1) The sewer design does not allow for washing machines and shoul~ be so noted, however, this ~epartm~nt is u~der the ~pression washing facilities will be present. Per page 46 Manual Septic tank Practices a 40% increase is re~cp/ired if washing facilities are incorporated. (2) (3) The 5,000 gallon per day rate of se~age is greater than the absorption bed rating considering the 1973 plua~ing code, %~hich req?/ires 50% increase, when absorption beds are uti!ize~. Per our conversation of August 16, 1978 in which you stated the 5,000 gallon per day is high, a definite co~.~ttment of gallons per day should be so noted. The current absorption bed, without washing machete compensation of 40% increase, is adequate for 4,300 gallons per day. The proposed well production of 60 GPM and designed storage must be reviewed when actual production is known. (4) Absorption bed excavation note on page 03 should read; excavation should extend into GP strata. If there are any further questions, please contact this office a~ 264-4720. Sincerely~ Les N. Buchholz, R.S. Senior Environmental Specialist cc~ Chuck Rainer 3500 East Tudor Road 99507 August 15, 197~ Arctic Environmental Engineers 3217 Arctic Boulevar~ Anchorage, Alaska 99502 Subject: Chugiak Senior Citizens Housing Complex(78-014) (1) The well as proposed is satisfactory. This department requests a well log and review of proi>osed storage in th~ event the proposed GPM is not obtained. Bacterial and chemical test per 1962 USPHS Drinking Water Standards are require~. (2) The septic tank inlet barrel pipe does not protrude six inches into the liquid depth. The outlet port as shown i~ below the liquid surface level. (3) Seepage bads per 1973 plumbing code, adopted by the Municipality, required 50% a~dition to calculated area. Total area of~the two(2) beds is 2(40'x48')= 3840 loS(absorption b~l factor) - 2560 square feet which is inadequate based upon your 3000 square feet requirement. (4) ~o soils log is evident showing strata, ground water~ bedrock or total boring depth. (5) A portion of the building is inside the one-hundred(100) foot well radius. Are there buried sewer lines in this Recommendations: (1) Absorption beds are bottom area dependent. Bottom area easily ~logs due to deposition of fines, etco Sidewall designs a~e preferred. Arctic Environmental Engineers August 15, 1978 Page Two (2) Dosing chamber is based upon resting field for aeration, however, costs 2% relation to extended field life is questionable° (3) Deep sidewall designs yield maxL~um amount of sldewall area using minimal gravel quanties. A deep treach say fourteen(14) feet deep with ten(10) feet of gravel backfill, with mini~%um width wiil yield equivalent area using less gravel. If there are any further questions, please contact this office at 264-4720. $incerely~ Les No Buehholz, Senior Environmental Specialist MUNICIPALITY OF ANCHORAGE DEPARTMENT 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 VlAI LING ADDR ES,S LEGAL DESCRIPTION LOCATION NO. OF BEDROOMS DISTANCE TO: ~ Manufacturer No. of line~ Length ~line DISTANCE TO: Well~.~ Top of tile to finish grade - Length Width Type of crib Crib diameter DISTANCE TO: Well Class Depth Building foundation Inside length Dwelling Total Mater~a~-~¢neath tile Width Material Trench 'd R MIT N , No. o~.n~?ar tments Liquid depth PERMIT NO. Liquid capacity in gallons inches inches PERMIT NO. Depth Crib depth Total effective absorption area Building foundation Nearest lot line Driller Distance to lot line PERMIT NO, Sewer line Septic tank Absorption area(s) OTHER SOl L TEST DATE LEGAL PERMIT N0. ( r~.~,j~¢ ~F ~LS~D ENYZRONMENTRL PROTECT~ ON 828923 ) E.D. KOGER MI 19 OLD GLENN HIWY 688-2222 LISS~06~ TtSNRiW NW*LY165~L1 APPLICANT LOCATION LEGAL LOT SIZE 999999 SQUARE FEET TYPE OF SOIL ABSORPTION _-,Y_TEM I--,. TRENCH MAXIMUM NUMBER OF BEDROOMS SOIL RRTING (SQ FT~BR.>- 85 THE REQUIRED SIZE OF THE SOIL ABSORPTION _-,T-,TEM C-,EPTH= -1El LEI'-IGTH= 22 m] R R',,-' E L [;,EPTH= G THE LENGTH DIMENSION IS THE LENGTH (IN FEET) OF THE TRENCH OR DRRINFIELD. THE DEPTH OF A TRENCH OR P~T 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 EXCRVRTION (IN FEET). REQLIIREC¢ SEPT I C: TR~t~ SIZE= -_'1_OO~ GRLL~Df-IS PERMIT APPLICANT HBS THE RESPONSIBILITY TO INFORM THIS DEPARTMENT DURING THE INSTRLLRTtON INSPECTIONS OF ANY WELLS ADJACENT TO THIS PROPERTY AND THE NUMBER OF RESIDENCES THAT THE WELL WILL SERYE T~lO,-.' ~-'-' ) I NSF'ECT I 014S ARE REQ~J I RED. 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 100 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 A 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. PER~"I I T E>-'.F' I RES DEC:Ef'IBER '--<l. 1--'--~82 I CERTIFY THAT ±: I 8M FAMILIAR WITH THE REQUIREMENTS FOR ON-SITE SEWERS AND WELLS RS SET FORTH BY THE MUNICIPALITY OF ANCHORAGE. 2: I WILL INSTALL THE SYSTEM IN RCCORDRNCE WITH THE CODES. ~: I UNDERSTAND THAT THE ON-SITE SEWER SYSTEM MAY REQUIRE ENLARGEMENT IF THE RESIDENCE IS REMODEL~ TO INCLUDE MORE THAN ~ BEDROOMS. ..................... RPPLICAN%?/E.D. KOGER .... .... V4. Ft O & E ENc,,'NEERING & DEVEL~, ;MENT CO. v Box 90, Davis St., Eagte River, Alaska 99577 694-2774 or 688-2280 Russell Oyster 694-2774 SOIL LOG Performed for: Name, Mailing Address: Legal Description: /~)~7.~-.d,-~-r~-~_~ ! Soil Characteristics Depth (feet) /' Earl Ellis 688-2280 Tel. No. (~ '-" Z ~ ~-~' 0 1__ 2__ 3__ 4 5__ 6__ 7__ 8__ 9__ 10__ PLOT PLAN 11__ 12__ 13__ 14 15 16 Ground Water Encountered: Proposed Installation: Seepage Pit Comments:. Yes__ NO .'~;'"' If yes, what depth Drain Field. ~ PERC. TEST I 0 ,9- E EI~ ?NEERING ~ DEVELOf, 'IENT CO. Box 90, Davis St., Eagle River, A~aska 99577 ~-~/O~- ~"Z~ I ¢'~. 694-2774 or 333-52~0 694-2774 333-5240 Surveying SoilsCiVil Engineering~ Foundations - ~O~'-~ /~¢' ~ ¢ d~ ~"~ ~ ~ t~ Land D~velopment