The URL can be used to link to this page

Home My WebLink AboutTROLL KNOLL BLK 2 LT 4 Municipality of Anchorage Development Services Department -~: _=-=~', ~'::~: Building Safety Division On-Site Water & Wastewater Program, 4700 South Bragaw St. P.O. Box 19665.0 Anchorage, AK 99519-6650 ~ ~ www.ci.anchorage.ak.us (907) 343-7904 Page 1 of On-Site Wastewater Disposal System and/or Well Inspection Report Permit Number:. SW050554 PID Number:. 051--521--21 Name: TOM MOSES Wastewater System: [] New [] Upgrade Address: 20506 LEPRECHAUN DRIVE * CHUGIAK, AK * 99567 ABSORPTION FIELD Phone: No. of Bedrooms: (907) 688-5725 *5 [] Deep Trench · Shallow Trench D Bed nMound I-IOther LEGAL DESCRIPTION ,al, ,o,ng: 0.8 G,D/sq... zo~, D.pth ,~m o~,.~,7.5,~,.:(MAX) Block: Lot: Subdivision: D~pth to plpe I~[tom from erlglmsI grade: Grave[ depth benecth pipe: 2 4 TROLL KNOLL 5.5 .. 4.0 Townsh¥: Range: Section: R~ added above original grade: Grovel length: - - - SEE DWG. r~ 60 WELL: [] New [] Upgrade//~-~ c~re, .Idth: Number e, lin#: JDi~tonce bet.aah lin.= 5.0 ~ 1 - _C)~~__ ~. .. 600 so.~ D 5034/ F-810 , 10~22-24/2003 op, I ~ I ~ TAN K SEPARATION DISTANCES [] SepUc [] Holding · S.T.E.P. [] Other T~.~_~"'--...~TM Septic Absorption Uft Holding Publlc/Prtw3te M~nufactumr: C~pacity In gallon°: Tank field Station Tank Se.,r Un,, ANCHORAGE TANK/ORENCO 1500 M~eHoI: Number of comp~rtmen~: Wetl 100'+ 100'+ 100'+ - 25'+ STEEL 2 Surface Wat.r 100'+ 100'+ 00'+ - - LIFT STATION $iz~ In gallonl: J Manufacturer:. Lot Une 5'+ 10% 5'+ - - 1500IANCHORAGE TANK/ORENCO SYSTEMS FoundaUon 5'+ 10'+ 5'+ - - 42" 42" 46" Curtaln Drain NC~NE KNOW~I Pump ~k. · ~o~.~: la.~.~°~ ...,..-~o.. ,,o~med ~. " ~20 OSI 05 HHFI RISING SON ELECTRIC Remorks:*LIFT STATION INSTALLED WITH DUAL OUTLE'rS BENCH MARK .~=Uon and D#cdptJom OUTFALL FOR CRIB IS CURRENTLY OFF. ONCE TOP OF GARAGE SLAB (LEFT SIDE OF DOOR) CRIB IS REJUVINATED, THE NEW DRAINFIELD AND I Allum~d CRIB IS ADEQUATLY SIZED FOR A 4 BEDROOM 100.00 ENGINEER'S $~IAL RESIDENCE. I'0 Inspections performed by: AKWWC: INC. _. ,_ Dates: 1st 10/22/2003 .... ~.... ........... ': .... · " ""2'nd 10/23/2003 3rd 10/24/2003 . ~/~ J'.._ Ci;-7953 .." .~..~ Development Services Department Approval ,~j .. ~, ... R&viewed and approved by: Date: ///5'/.~ q e'.~,~,,'''lo, ~ ss ;._<~'~'~'~ PERMIT NUMBER: ~wo....,o:,~,,. AS- BUILT DRAWING '"'"°~ ":' "'"'~"~: 051-521-21 EXISTING CRIB TO BE USEDAS J \ / .__~. / X /-~ APPROXIMATE / \ / ~-~ / ~ /LOCATION OF / \ / ~,~,~ / . ~ / w^T~u.E // // U~E: UU.E:R .~'WA¥ ~ / / ~: ' ,:,,,..:, - ~,~.o,~ ,,.~, \ .~::?:.~ / ,.×× ~ / ,," , II /,,~LF'~-~ -, ! 12/2/2005 . _ ~,w, .~: .~_~'~¢.. ...... ALASKA WATgR & V~A$'I'~-~FA~'i'-~-~-' ca.o. ~-"-"" ' "' ' "'"~..;,.~r/;~':-:..%~O,~ ,;'o~.;;;';ooZ;,7,';;'::,,,~.°o~S?,,?~o~.~.,,'.o"~',;~,:~. ~~ '~. = ,.o. i"~ ~.'.'':-t~'~r P-/.'.~"- :?- TOM MOSES (907) 688-.'3723 2 OF 3 TROLL KNOLL SUBDIVSION; LOT 4, BLOCK 2 'U~,'J/"l.4 ..'"~L~ A B C DBL1 74.24 16.50 43.71 DBL2 74.76 17.95 45.29 ST1 75.77 19.54 46.81 ST2 79.21 27.15 54.72 MH 80.05 28.91 56.53 MT1 94.38 41.31 66.86 MT2 137.39 91.30 116..34 DBL.3 - 36.08 9.52 DBL4 - .37.96 10.9.3 CRIB - 40.`36 12.91 MUNICIPALITY OF ANCHORA GE Development Services Department On-Site Water & Wastewater Program 4700 South Bragaw Street P.O. Box 196650, Anchorage, AK 99519-6650 (907) 343-7904 ON-SITE WASTEWATER DISPOSAL SYSTEM PERMIT Initial Date Issued: Sep 03, 2003 Expiration Date: Sep 02, 2004 Permit Number: SW030354 Legal Description:llYROLL KNOLL BLK, 2 LT 4~ Design Engineer: 0041 AK Water & Wastewater Consultan~ Owner Name: Tom Moses 'Owner Address: 20506 LEPRECHAUN DRIVE Total Bedrooms: 3 CHUGIAK, AK 99567-6275 Parcel ID: 051-521-21 Site Address: 020506 LEPRECHAN DR Lot Size: 31775 SQ. FT. Permit Bedrooms: 3 This permit is for the construction of: [] Disposal Field r~ septic Tank [] 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 DSD at least 2 hours prior to each inspection. Provide notification by calling (907) 343-7904 ( 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. /0-,2. o Date: Date: Municipality of Anchorage Development Services Department Building Safety Division On-Site Water & Wastewater Program 4700 South Bragaw St. P.O. Box 196650 Anchorage, AK 99519-6650 www.ci.anchorage.ak.us (907) 343-7904 Parcel I.D. ON-SITE SEWER/WELL PERMIT APPLICATION FOR A SINGLE FAMILY DWELLING I -" ~ ~..I- 7---I Permit Number Property owner(s) Mailing address (1) TOM MOSES 20506 LEPRECHAN Mailing address (2) DRIVE * ~¥-AK Legal description (Lot, Block & Sub'd.) LOT 4. Legal description (Section, Township & Range) Lot Size ~ I ) ''~ ~ ~'-3j Acres~ BLOCK 2 TROLL N/^ Number of Bedrooms Day phone 688-3725 Zip Code 99567 KNOLL SUBJ;)IVI~;10N THIS APPLICATION IS FOR: Sewer Only · Well Only Sewer and Well [--I Water Storage Sewer Upgrade D THIS PROPERTY CONTAINS: Hot Tub D Jacuzzi Swimming Pool D Water Softening Unit Therapy Pool r-J I certify that the above information is correct. I further certify that this application is being made for a Single Family Dwelling and is in accordance with applicable Municipal codes. ALASKA WATER &: WASTEWATER CONSULTANTS, INC. Permit Fees: Date of Payment: Receipt Number: ~ HO0.°° Waiver Fees; Date of Payment: Receipt Number: ALASKA WATER & WASTEWATER August 13, 2003 Municipality of Anchorage Development Service Department Building Safety Division On-Site Water & Wastewater Program P.O. Box 196650 Anchorage, Alaska 99519-6650 Ref: Proposed Septic Upgrade for Lot 4, Block 2; Troll Knoll Subdivision To whom it may concern: The existing 3 bedroom house is served by a community water system and a private septic system. The septic system consists of a 1000 gallon septic tank and a crib type drainfield. The drainfield is surcharged and needs to be upgraded. A test hole was excavated southeast of the existing drainfield. The drainfield will be designed around the 30 foot radius of our test hole. We are proposing that the existing 1000 gallon septic tank be replaced with a new 1250 gallon lift station and that a pressurized 5-wide type drainfield be installed. Comments regarding the design are summarized as follows: 1. SOILS: See the attached log which shows the soil classifications, groundwater monitoring, and the percolation test results. It is our opinion that an application rate of 0.8 gallons/day/ft2 should be used. 2. TRENCH DESIGN: a. Percolation Rate: 8.6 minutes/inch b. Proposed Application Rate: 0.8 gallons/day/ft2 c. Number of Bedrooms: 3 d. Design Flow: 450 gallons per day e. Minimum Absorption Area: 562.5 ft2 f. Total Depth: 7.5 feet (max.) g. Effective Depth: 4 feet h. Width: 5 feet i. Reduction Factor: 0.5 j. Minimum Length: 60 feet long k Effective absorption area = 600 ft2 Note: the distribution lines are to 1.25 inch sch. 40 pvc with 1/4 inch diameter holes spaced 24 inches on center (30 holes total in entire system). 3701 E. Tudor Road, Suite 101 * Anchorage, AK 99507 Ph: (907) 337-6179 * Fax: (907) 338-3246 * Website: akwwc.com 3. SURFACE WATERS: There are no surface waters within 100 feet of the proposed septic system. 4. TOPOGRAPHY: The area for the proposed drainfield is a 5± percent slope running approximately northwest/west to southeast/east. In short, there are no slope concerns. We are unaware of any adverse impacts this installation would have on adjacent wells or septic systems. If you have any questions, please contact us at 337-6179. Thank you for your assistance. [iQ *.., M.S. Presid~ [3 NOTE: A site plan drawing, a design drawing, a soil log, and a 7page construction specification letter which are all part of the design package for this septic system. 3701 E. Tudor Road, Suite 101 * Anchorage, AK 99507 Ph: (907) 337-6179 * Fax: (907) 338-3246 * Website: akwwc.com ? CONNECT INSIDE GARACE SLAB. WILL / ~. .~. REQUIRE A CONCRETE: / ~ CUT AND HAND DIGGING..--~ / ~ ~_~ EXlS'nNO \ / _ ~ X / ~PROXI~ ~LO~ON OF // / / ~I~ WATER & ~aSTE~aTER ~ ~}14' ,; 6j~ ..... GONSULTANTS, ING.. ........ ~,, _ ~, ~ .... :..~.. J 5~L..?~ ..... :...yA 5701 E. TUDOR ROAD. SUITE 101 · ANCHO~GE. AK 99507 * PHONE (g07)537-6179 · F~ (907~38-32~6 / -- ~ ~ I ] / J J TOM MOSES 688-5723 2 OF 2 ~'~;;,/~'/':'t~'~ ...... :'"'~ ,~ w '.~tn e ~ A. ~al ness.. ~ DmCR~ON' ~ ~ ~ C d 79~ "~ TROLL KN~LL SUBDIVISION; LOT 4, BLOCK 2 ~0~$~.".J !- '"'~,~ ~ res DESIGN OF SEPTIC SYSTEU UPGRADE ALASKA WATER & WASTE WATER :: -- - - CONSULTANTS, INC. ~ ...... ~,o, ~ ~ ~.,~ ,o,.~ .,,~,._.,.,~,_.,..~.,.,,~_... ~ __ ~,~.,-,, .~, ~.~..~,,~-~- ~.~- .......~..~..~ ISOIL LOG - PERCO~TION TESTI ~"--'T-'"" ""-~--'--"/'"'- ~GAL DESCRI~ON: TRO~ KNO~ SUBDMSlON; LOT 4, BLOCK ~[RFORME~ FOR: TO~ ~OS~ ofesslO ~ ORgANIOS ITEST HOLE ~1I SOIL C~SSlFICATIONS ~ OW ~ GP ~: ML GH ' CL GC OL ~ .~ SW MH ~ SP CH SM OH ~ SC ~JJ]lllll SM TO 7~itTIIIII SM-ML DEPTH TO ETtIIIIII w/ SOME GROUNDWATER j DATE 10 11 DATE READING CLOCK NET TIHE WATER LEVEL NET DROP TIHE (HINUTES) READING (INCHES) 12 8/4/2003 1 4:40 - 6- _ 2 5:10 30 2 1/2" 3 1/2" 13 3 5:10 - 6- _ 4 5:40 30 2 1/2" 3 1/2" 14 5 5:40 - 6- _ 6 6:10 30 2 1/2" 3 1/2" 15 16 17 18 19 PERCOLATION RATE 8.6 (MIN./INCH) PERC. HOLE DIA. 6 (INCHES) TEST RUN BETWEEN 7.0 FT. AND 8.0 FT. 20 A FOUR HOUR PRESOAK WAS PERFORMED: ~ YES ~ NO SOILS LOGGED BY: JODY MAUS PERCOLATION TEST PERFORMED BY: JODY MAUS COMMENTS: PERFORMED BY AK~C, INC. I. JE~ A. GARNESS, CERTI~ T~T THIS W~/PE~ORMED IN ACCORDANCE WITH ALL ~ATE AND MUNICIPAL GUIDELINES IN E~CT ON ~IS DATE: ~/I ~/0] DEPTH TO GROUNDWATER DATE DRY 7/31/2003 14.0' 8/4/2003 GRE! cR ANCHORAGE AREA BOP"'"'$H Department of Environmental Quality 3330 C Street Anchorage, Alaska 99503 NAME INSPECTION REPORT ON-SITE SEWAGE DISPOSAL SYSTEM LOCAT,ON L'f.'..~ -b~',~- LEGAL DESCR,PT,ON f-''~ ~ ~.~ ~ SEPTIC TANK: DISTANCE FROM WELL MANUFACTURER INSIDE LENGTH ~H LIQUID DEPTH NUMBER OF P,TS ' ~ LINING MATERIAL L~.~ BUILDING FOUNDATION ~'~ I, ADDITIONAL ABSORPTION MATERIAL NUMBER OF COMPARTMENTS IIQUID CAPACITY 10("~ GALLONS. WIDTH I~'. LENGTH ~1~°, DEPTH I'~# CRIB SIZE= DIAMETER ~ ~ DEPTH ~* DISTANCE FROM: WELL TOTAL EFFECTIVE NEAREST LOT LINE ~-Oe . ABSORPTION AREA (WALL AREA) ~ WELL: ~--__..~ ~4u ~,r'ff TYPE CONSTRUCTION BUILDING NEAREST FOUNDATION -- LOT LINE CESSPOOL OTHER SOURCES APPROVED DISAPPROVED NEAREST SEWER LINE REMARKS DEPTH DISTANCE FROM: SEPTIC SEEPAGE TANK .-- SYSTEM DISTANCES: DIAGRAM OF SYSTEM INSTALLED BY: ~ APPR.OV Form No. EQ-031 GreAtEr ANCHORAGE AREA BorouGH SEWAGE DISPOSAL SYSTEM -- APPLICATION AND PERMIT 'NSTAL~T,ON LOC^T'O" ~eFree~aV~ INSTALLATION OF: 6EPTIC TANK / SEEPAGE PIT ~ AND S~Z~ o~ ~xc~ ~o e~ s~.v~ ~ FINANCED THROUGH PERMIT NO. HOTEs THIS PERMIT IS NOT VALID WITHOUT SOIL COMPLETION DAT£ ANTICIPATED FINAL INSPECTION: 24 HOUR NOTICE REQUIRED. BACKFILLING OF' ANY SYSTEM WITHOUT FINAL INSPECTION By THE DEPARTMENT OF ENVIRONMENTAL QUALITY AUTHORITY WILL BE SUBJECT TO PROSECUTION. MINIMUM DISTANCES, REQUIREMENTS I~;EPTIC TANK TO SEEPAGE FIT WALL /~'l SEPTIC TANK SEEPAGE PIT WELL TO SEPTIC TANK AREA S'Z, /;''X' /~' r~'' T',PE.~r/~' /2'- DIAGRAM OF SYSTEM DRAIN FIELD SEEPAOE PIT /00 DATE"O"''" ¢*Z"/ APPL,CA.T'S.,ONA'r,,,,E Parcel I.D. # 1. 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 GENERAL INFORMATION Complete legal description CERTIFICATE OF HEALTH AUTHORITY APPROVAL FOR A SINGLE FAMILY DWELLING HAA# Lo~ 4; Stoe~ ~; T~ot£ K,ott Location (site address or directions) Property owner Tom Mailing address -~050-6_ ~¢p~.~.c/z~t Lending agency Mailing address Agent Address Unless otherwise requested, HAA will be held for pickup. NUMBER OF BEDROOMS: TYPE OF WATER SUPPLY: 50506 Chuq.L~, ~ 99567 Day phone Day phone Day phone NOTE: [m) ~69-6~00 [h) Individual well Community well XY, X Public water If community well system, provide written confirmation from State ADEC attest- ing to the legality and status of system. 4. TYPE OFWASTEWATER DISPOSAL: NOTE: Individual on-site XXX 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. 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 5 ,~ ENGINEERING Address ~/334 Eagle River Loop Road No. 204 · ;~le I~iver, Alaska Y95/i Engineer's signature Approved for ~ Disapproved. Conditional approval for' bedrooms. DHHS SIGNATURE Phone bedrooms, with the following stipulations: Additional Comments 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. Municipality of Anchorage · -' Department of Health & Human Services HEALTH AUTHORITY APPROVAL CHECKLIST Legal Description:~''~"c' ~' ~,~..V-- "Z-- '"'~'~.ou,., ~?--~,~., Parcel I.D. A. WELL DATA Well type If A, B, or C, attach ADEC letter. ADEC water system number Log present (Y/N) Total depth Sanitary seal (Y/N) Date completed Driller Date of test Static waier level/........----'/./ Pump level ~ Septic/holding tank on lot ~ ~ ~ ; On adjacent lots Absorption field on lot ~ t~ ; On adjacent lots Public sewer main Public sewer Sewer s~wice line ~tan~ ~AMPLE~~ Other bacteria Date o~ Collected by: Cased to Casing height Wires ~ FROM WELL LOG ~ AT INSPECTION B. SEPTIC/HOLDING TANK DATA Date installed t c~'1 '~ C eanouts N) High water alarm (Y~) Date of pumping Tank size ~ C:) C3 c:) Compartments Foundation cleanout (Y,~ ~ Depression ~(Y~ Alarm tested (Y/N) SEPARATION DISTANCES FROM SEPTIC/HOLDING TAN, I~ TO: Well (s) on ~,~t "~- (> c) On adjacent lots ~ 1~ To property lir~ I0~'{' Absorption field ~c, t~ ,,j ~Surface water/drainage .I Foundation ~. ~ Water main/service line ~ o ~' CONTINUED ON BACK PAGE C. LIFT STATION Date installed Size in gallons Vent (Y/N) Manufacturer · - Manhole/Access (Y/N) "Pump on" lave! at .... '_~~ High water alarm level / Cycles Meets MOA electrical ~ ~ SEP~NCE FROM LIFT STATION TO: ,.W~ll on lot Surface water On adjacent lots D. ABSORPTION FIELD DATA Date installed Length , \ ~'~'" ' Width \~ Total absorption a.rea Depi~ssion over fi~'ld (Y/~ Resulis:~fail) ,'-! Peroxide treatment (past 12 months) (Y~ Soil rating t ~J{~' G ravel thickness Cleanot~ts present{~5/N) Date of adequacy test for ~, ~ ~o~ ~ If yes, give date SEPARATION DISTANCE FROM ABSORPTION FIELD TO: Well on lot ' '?-~:>z> On adjacent lots To building foundation On adjacent lots .-zp~ · 4- ~.oc> Surface water Curtain drain Cutbank System type Total depth Property line To existing or abandoned system on lot Water main/service line Driveway, parMng/vehicle storage area bedrooms E. ENGINEER'S CERTIFICATION I certify that I have checked, verified, or conformed to all MOA and HAA guidelines in effe~.~_'~.of this inspection. ,, ....~ or, ,q/__tl. '* 5 & S ENGINEERING ,. . ~'~' ~%~ -%.'~ ~ Engineers Name , , ..~[,~,,~.~~ HAA Fee $ Date of Payment Receipt Number Waiver Fee: $ Date of Payment Receipt Number DEPT. OF ENVIRONMENTAL CONSER%'ATION ANCHORAGE DISTRICT OFFICE 800 E. DIMOND BLVD., SUITE 3-470 ANCHORAGE, ALASKA 99515 WALTER J. HICKEL, GOVERNOR (907) 349-7755 April 19, 1993 Mr. Ray Shafer S & S Engineering SUBJECT: Troll Knoll Subdivision Class "A" Public Water System, PWSID 210778 Dear Mr. Sharer: I have completed a review of this office's files concerning the monitoring status of the above-referenced Class 'A' Public Water System and found the following: The last satisfactory Total Coliform Bacteria Sample results was submitted to this Department on March 24, 1993. This does meet the provisions of 18 AAC 80.200(a), of the State Drinking Water Regulations. The last inorganic Chemical Contaminants Sample results were submitted to this Department on April 4, 1992. This does meet the provisions of 18 AAC 80.200(a), of the State Drinking Water Regulations. A reading of 8.2 mg/I nitrate was reported in the last sample, additional sampling is being requested. The last Radioactive Contaminants Sample results were submitted to the Department on January 4, 1993. This does meet the provi.'sions of 18 AAC 80.200(a), State Drinking Water Regulations. 4. The last Organic Chemical Contaminants/Volatile Organic Chemical (VOC) were submitted to this Department on May 19, 1992. Based on analysis of the previous VOC samples results have been satisfactory. This does meet the provisions of 18 AAC 80.200(a), State Drinking Water Regulations. · Issuance of this letter does not imply that the above-referenced Class 'A' Public water System is in compliance with other provisions of the State Drinking Regulations. If you have any questions on the above information, please do not hesitate to contact this office at 349-7755. Sincerely, Environmental Eng. Asst. II TIME DATE INSPECTOR DATE RECEIVED INSPECTION APPOINTMENTS TIME ~.~ TIME ENVIRONMENTAL SANITATION DIVISION Tele~one ~720 DIRECTIONS: Complete ail parts on page 1. Incomplete requests will not be processed. Please allow ten (10) days for processing. ,. P.0PERTYO..ER_. , i PHO.E MAH. ING PHONE PHONE PRONE 5. LEGAL DESCRIPTION STREET LOCATION 6. TYPE OF RESIDENCE ~ SINGLE FAMILY I'-I MULTIPLE FAMILY 7. WATER SUPPLY INDIVIDUAL· COMMUNITY PUBLIC UTILITY 8. SEWAGE DISPOSAL SYSTEM ~ INDIVIDUAL/ON'SITE·· [] PUBLICUTIL1TY ' C.,?/:-I:' ':' ,MEEROE,,EDROOMS r-I One ~ Four ~ Two ~ D Five ~ Three ~ Six I'-I Other · ATrACH WELL LOG. A well log is required for all wells drilled since June 1975. For wells drilled prior to that date, give well depth (attach log if available.) 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 i--1 SINGLE FAMILY MULTIPLE FAMILY I-1 ONE [] THREE [] FIVE [] TWO [] FOUR [] SIX 2. WATER SUPPLY PERMIT NUMBER f--I INDIVIDUAL [] COMMUNITY [] PUBLIC UTI LITY Connection Verified DEPTH OF WELL DATE DRILLED LOG RECEIVED 3. SEWAGE DISPOSAL SYSTEM []INDIVIDUAL/ON -SITE F-IPUBLIC UTILITY Connection Verified I-'lSeptic Tank'or I'-I Holding Tank Size: /~) 'give dimensions: TYPE OF TANK PERMIT NUMBER DATEINSTALLED INSTALLER IfTankishomemade SOILS RATING TOTAL ABSORPTION AREA 4. DISTANCES WELLTO: Absorption Area to nearest Lot Line MANUFACTURER MATERIAL 5. COMMENTS [] OTHER DATE [~APPROVED FOR ")-- BEDROOMS C~] CONDITIONAL APPROVAL (letter must accompany certificate) t"-I DISAPPROVED 72.010 {Rev. 6/19) 'JV'mrdcipalityo Anchoral e 825 "L" STREET ANCHORAGE. ALASKA 99501 (907) 264-4111 GEORGE M. SULLIVAN. MAYOR DEPARTMENT O~: HEALTH AND ENVIRONMENTAL PROTECTION May 15, 1981 Signa Johanson % Judie Rowland Post Office Box 1201 Eagle River, Alaska 99577 Subject: Lot 4 Block 2 Troll Knoll Subdivision Approval for the individual sewer and water faciliites cannot be granted until the following items have been completed: (1) A cleanout needs to be installed to the septic tank. This will need to be reinspected by this office. (2) The septic tank pumped with a receipt submitted to this office. /(3) An adequacy test needs to be performed on the existing leaching area. This test will determine if the system is adequate according to National Standards. A listing of private firms performing the test is enclosed. This report needs to be submitted to this office for our review. If there are any further questions, please call office at 264-4720. this Sincerely, Robert C. Pratt, R.S. Associate Specialist RCP/ljw cc: Alaska School Employees % Thelma' 3500 Eide Street 99503 Federal Credit Union DAVID A. SLENKAMP MECHANICAL ENGINEER 694-9055 May 18, 1981 ROBERT A. SHAFER MUNICIPAUTY OF CAIff~:~-IE~GO[E E R DEPT. OF H~ALT69,~2979 ENVIRONMENTAL F2OTECTION MAY 2, I 1981 RECEIVED Sun Realty ATTENTION: Darlene Nicholaysen P.O. Box 1201 Eagle River, Alaska 99577 Dear Darlene, Reference: Lot 4: Block 2: Troll Knoll Subdivision: Johanson property A sewer system adequacy test was performed on the system located on the referenced property as you requested. The septic tank was pumped and verified to have a capacity of approximately 1250 gallons. The seepage pit was charged with 1000 gallons, of water and after period or 24 hours all of the water which had been added had percolated out of the crib. It can be concluded from this test that the septic system is currently functioning adequately for the two bedroom residence located on this property, However, the system cannot be guaranteed against subsequent failures. If we may be of further assistance, please do not hesitate to call. Sincerely, cc= ~las~a School Employee's ~ederal Credit Union ~h'~IO~= ~helma Municipality of Anchorage Department of Health and Environmental Protection SRB 195X EAGLE RIVER, ALASKA e 4. 5. 6. GREATER ANCHOP~AGE AREA BOROUGH Department of Environmental Quality 3330 "C" Street, Anchorage, Alaska 99503 274-4561 Approval requested by: Mailing Address: Property Owner: Mailing Address: Legal Description: Location: Date Received Time of Inspection Date of Inspection REQUEST FOR APPROVAL OF INDIVIDUAL SEWER & WATER FACILITIES FOR Cony National Bank of Alaska P.O. Box 3-3859 Anchoraqe 99501 Phone: Sven Johansen Phone: Type of facility to be inspected Stnqle Well Data: CO)~4UNITY WATER SUPPLY 1/9/75 Lot 4. Block 2. Troll Knoll Subdivision Leprechan Drive Peters Creek No. of bedrooms B. Depth D. Bacterial Analysis Size A. Type C. Construction Sewage Disposal System: A. Installed 1974 C. Septic Tank: 1. D. Seepage Pit: E. Disposal Field: 1. Absorption Area 494 Sq. ft2. Material Total length of lines 1/9/75 B. Installer Sprtnqcreek Excavatinq lO00 qals 2. Manufacturer Greer Loq 23' Distances: A. Well to: Septic tank Nearest lot line B. Foundation to septic tank C. Absorption area to nearest lot line , Absorption area , Other contamination , Absorption area 20' , Sewer Lines EQ-034 (1/74) Page 1 of two pages Legal Description Lo~.4, Block 2, Troll Knoll Su:~Civ~o Co~,~ents Approval ~Valid for one year from date signed Greater Anchorage Ar~a Borough, Department of Environmental Qu,-.lity DIAGRAM OF SYSTEM I 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 fccil~t~¢s are operating satisfactorily. SIGNED Date .Q-O~ (1/74)