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HomeMy WebLinkAboutROLLING HILLS ESTATES BLK D LT 17NAME ~_~ ~ X X~X~.~ ~ APPLICANT: ( - MUNICiPALiTY OF ANCHORAGE ARTMENT 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 Timothy King 3q~'~/7~ ~ UPGRADE MAILING ADDRESS LEGAL DESCRIPTION LQCATION  I ~ Well U ~ DISTANCE TO: / O Z ~ Z Manufacturer .... ' ~ Liq. capacity in gallons ~ I D STANCE TO' Well ' ' o I IWell ~1 ~STANCETO, I l~/ ~ ~ ~ No. of lines ~ ~ Length of each line ~ ~ I Top ot tim to finish grade Length Width ~ ~ [ Type of crib Orib diameter t ~ DISTANCE TO: Well ~ ~Class Depth ~ DISTANCE TO Building foundatmn Absorption area MaterDWellinga Inside length Width ~"' Dwelling M, eteria] Foundation Nearest 16t liqe ~otal length ?f lines I Tro~width i ~ ~' inches Material beneath tile Depth Crib depth Building foundation Driller Sewer line NO. OF BEDROOMS PERMIT NO. Liquid deoth PERMIT NO. Liouid capacity in ~al OhS PER~O~ ~7 ~' Distance b~e~.~n lines Total effective absorotiod ares/ PERMIT NO. Total effective absorption area Nearest lot line Distance to lot line PERMIT NO. Sept c tank AbsorDt on area(s) OTHER SOIL TEST RATING INSTAELEa R EMAR KS APPROVED LEGAL MUNICIPALITY OF ANCHOE. ~E DEPARTMENT OF HEALTH'AND ENVIRONMENTAL PROTECTION 825 L STREET, ANCHORAGE, AK 99501 264-4720 C, 1'-.I--S 1' TE SEI-JER .';.J': I--.iELL PERI"1 ~ T PERMIT NO: DRFFE ISSUED: APPLICANT: ADDRESS; .... CONTACT PHONE: -EEGAL DESCRIP: LOT SIZE: MAX BEDROOMS: 840475 TIMOTHY KING 202 E. NORTHERN LTS. ANCHORAGE, AK 9950~ 279-7454 SUBDIVISION: ROLLING HILLS EST. SECTION: ~ TOWNSHIP: 50000 (SQ. FT. OR ACRES> 4 LOT:'i? BLOCK: D RANGE: 4W LISTED BELOW ARE THE OPTIONS AVAILABLE TO YOU IN DESIGNING YOUR SEPTIC SYSTEM. CHOOSE THE OPTION THAT 8EST FITS YOUR SITE. DEPTH TO PIPE BOTTOM (FT.) GRAVEL DEPTH (FT.) TOTAL DEPTH (FT.) GRAVEL WIDTH (FT.) GRAVEL LENGTH (FT.> GRAVEL VOLUME (CU. YDS. > TANK SIZE (GALS) .SOIL RATING (SQ. FT.?BR) T l~: E 1'4,2: H 7.5 6.5 t4. 0 2.5 ::L2]:. 0 79. 7 :.t, 250. 0 _?.97 GRAVEL LENGTH > 75 FT. REQUIRES MULTIPLE RUNS (NOT EXCEEDING 75 FT. EACH> TANK MUST HAVE RT LEAST TWO COMPARTMENTS CERTIFY THAT: t. I AM FAMILIAR WITH THE REQUIREMENTS FOR ON-SITE SEWERS F~.~D HELLS AS SET FORTH BY THE MUNICIPALITY OF ANCHORAGE (MOA) AND THE STATE OF ALASKA 2. I WILL INSTALL THE SYSTEM IN ACCORDANCE WITH ALL MOA CODES AND REGULATIONS~ AND IN COMPLIANCE WITH THE DESIGN CRITERIA OF THIS PERMIT. ~. I WILL ADHERE TO RLL MOA AND STATE OF ~LASKA REQUIREMENTS FOR. THE SET BACK DISTANCES FROM ANY EXISTING HELL, WRSTEWRTER DISPOSAL SYSTEM OR PUBLIC SEWERAGE. SYSTEM ON THIS OR ANY ADJACENT OR NEARBY LOT. 4. I UNDERSTAND THAT THIS'PERMIT IS VALID FOR A MAXIMUM OF 4 BEDROOMS AND ANY ENLARGEMENT HILL REQUIRE AN ADDITIONAL PERMIT. IF R LIFT STRTION IS INSTRLLED IN RN RRER COVERED BV MOR BUILDING CODES, THEN <i) FIN ELECTRICAL PERMIT AND INSPEI':TION MUST BE OBTAINED.: ,::2> AS-BUILTS HILL NOT BE RPPROVED WITHOUT AN F~C. ECTRICRL INSF'EC:TION REPORT.; AND <-<> THE ELEC:TRICRL WO~.'" - M!_~ ~ B~ LI CENSE[:, ELECTRICIRN. MUNICIPALITY OF ANCHORAGE DEPARTMENT OF HEALTH AND ENVIRONMENTAL PROTECTION 8;25 L, Street, Anchorage, Alaska 995;01 264-4720 SOILS LOG - PERCOLATION TEST ,~ SOILS LOG [] PERCOLATION TEST PERFORMED FOR: LEGAL DESCRIPTION: DA,E PE..ORMED: 0-' SLOPE SITE PLAN 10 11 12 13 14 15 16 17 18 19 20 WAS GROUND WATER ~ {) ~ F~' ~ -S~ ENCOUNTERED? O P /~-'~ .5'~ /'~"/" tFYES, ATWHAT E DEPTH? Gross Net Depth to Net Reading Date Time Time Water Drop PERCOLATION RATE (minutes/inch) TEST RUN BETWEEN ET AND -- ET MUNICIPALITY OF ANCHORAGE DEPARTMENT OF HEALTH AND ENVIRONMENTAL PROTECTION 825 L. Street, Anchorage, Alaska 99501 264-4720 SOILS LOG- PERCOLATION TEST ~[ SOl LS LOG PERCOLATION TEST PERFORMED FOR: /i~//)/l'/P~ I(' 7'/J/Vi ~J~ /'~ff~ ~ DATE PERFORMED: LEGAL DESCRIPTION: ~ / Z ~ ~ ~¢~ ~ ~/Z /~ ~ ~ ~ 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15- 16- 17- 18- 19- 20 COMMENTS Gary J. Mel)ott CE ,5444 SLOPE x\ SITE PLAN WAS OROUND WATER E.COUNTEREO? ./Va IF YES, AT WHAT DEPTH? Gross Net Depth to Net Reading Date Time Time Water Drop ERCOLATION RATE ~'/~'~//~/'/'/ // (minutes/inch) BETWEEN'~ FTAND ~. PERFORMED BY: ""~Z~'~'"" ~.~0~,~ ~' CERTIFIED BY: (/ J/ DATE: DA%e Drilledl Static Water Level fee t Gallons Per Minute 17 Draw Down N~A feet Total Feet of Uasing 106 ft. Type Material Drilled: 0 feet to 45*=m~d to 93 C~a~, to q7 ~rty ~rflVPI 100 to 100 Cvov ql~y to 106 g~ndy Cr~] W/~e~ Hefty Drilling S.R.A. Box 1553 H Anchorage,Alaska 99507 MUNICIPALITY OF ANCHORAGE DEPT. OF HEALTH & ENVIRONMENTAL PROTECTION NOV I984 RECEIVED 4040 "B" STREET ANC}IORAOE, ALASKA 9.%03 (907) 27/SUNSrs~',km' C July 5, 1978 ~'~c; ~ W.O. #A18498 Mr. John Bagoy c/o Karl Bachner 1135 W. 8th Avenue Anchorage, AK 99501 Subject: S6bsurface Investigation, Block D, Rolling Ifills Estates Dear Mr. Dagoy: // At. the request of Mr. Karl Bachner, we have condu',;hed thc. subjcc~ c. xploration. The scope of the inves%igat.Jon inc]_u~es re}st holes and percolation tests on lets 4, 5, 6, 7, 8 and 15, 16, 17, Block D, Rolling Hills Estates. Inc.lt~dcd with ~ . , . this transmittal are~ Vicinity Map i'~:;sL iioh~ Lucatz~.en Ske'~ch Test lle!e Logs Sun,nary of Percola'~ion Test Resul us Standard Explanatory InformaL.].on 1 Table Table B Sheets 1 -3 E:,:]~loration was conducted on June 22, 1978. A Noch,,~elJ mounted Mobile Drill B-50 r:[g was used. ']'he dri. i].Jng egN-~}~- ment is owned and onera~ed by DenaJ ~ ]3riling, InC. TcsL hel(:s were located in tile f:ield and logged by Nr. Joe Wi I ~i~ms, staff teehniolar~ wm hh Alaska Test.Idb. As samples were recovered from tho aug~F flights, '[:hey w{:Fe sealed :in plastic bags for protection of the sample and maJnta.inanee of their natural mol[ufo content. In the laboratory, the samples were vlsua] i!y classified and the moisture content and dry shrength <}il each sample was deL~.~r- mi ned. When ','h:il]ing wa:; complc.~ted, a 3/4" s]ot:t:od PVC pipe was ] rlso2:ted, inLo eaoh Nolo to aid in de hermJ n/i.!W the free wa level. For t:he percolation tosh t-.he hole was filled wafter and left ovornJ, ghh to saturate:. On returning thc day, the hole was refill, ed with water and the drop in the waiter level care.flu]Ay moniLorod over the next 60 ]IIi/]NLOS longer J.f necessdry in order for the rahe to stabilize. understand this procedure is ].>~Tef.'errod ]}y the M~mJ. cina]il.,, of Anc)':o~age, ll)ep,'~rt'oent, of Public ih.~alt_h and l~roEechion to evaluate Lbo site for prop{:scd on-si, tO Mr. John Bacjg.~ c/o Mr. Kar~ch'Wer July'5, 1978 Page 2 treatment systems. Tabie B is a su~mnary of the results of the above tests. No free water was observed in any of the test holes. It should be noted, however, that the free water lew~l may fluctuate seasonally or with precipitation. We trust the above meets your present needs. Iff you have any questions or if we may be of further service, please do not hesitate to contact us. Very truly yours ALASKA TESTLAB R. Mark Hansen RMH: rb Enclosures Melvin R. Nichols, P.E. Laboratory Manager Lot Table A WO tf18498 Logged By: J. Will~ Date: 6-22-78 ~epth in Feet From To 0.0' - 10.0' 10.0' - 16.0' Soil Description F-4, b~own Sandy Silt (SM), NP. F-4, brown to grey slightly Gravelly Sandy Silt, (ML), NP. Bottom of Test Hole: Frost Line: Free Water Level: 16.0' None Observed None Observed Sample Depth 1 5.0' 2 I0.0' 3 15.0' iy[ e of Dry M% Sample Strength Unified 16.9 G N SM 13.6 G N ML Remarks: 1. 3. 4. 5. 6. Type of Sample, G=Grab, SP = Standard Penetration, U = Undisturbed. Dry Strength, N=None, L=Low, M=Medium, :H=IIigh. Group refers to similar material, this study only. General Information, see Sheet 1. Frost and Textural ClassificatJ. on, see Sheet 2. Unified Class'ification, see Sheet 3. TABLE B Lot No. 4 5 6 7 8 15 16 17 Minimum Observed Percolation Rate, Minutes/inch 6.7 3.7 10.0 6.7 6.7 5.7 10.0 8.0 Required Absorption Area, [quare feet/bedroom 140 110 165 140 140 130 165 150 Because of the silty nature of the site soils and since silty soils sometimes tend to clog with use, we recommend a more conservative design value of 165 square feet/bedroom be used in spite of the above ratings. · J/ ,i L_07- 17 L~,*I~NEERS · PLANNERS · SURVEYORS WEFT ~ENSON BLVD. 272-9231 .;HORAGE, ALASKA 99503 562-5291 ,G~L DESCRIPTION: SURVEY CERTIFICATION: I hereby certify that I have surveyed the property show; scribed hereon and that the improvements situated thereon are within the prope~y line-; PLEASE NOTE: It is the contract -or's responsibility to check top of foundation in relation to finish1 'grade and building set- backs in relation to lot lines and easements· encroachments exist other than noted. LEGEND: 518" REBAR HUB & TACK MONUMENT AL-CAP PK NAIL IRON PIPE SET FOUND · © X I= ELEVS. - DATUM ASSUMED GRID: ..... /",'~ 4-4~:. DATE: Performed For Walter Stephan~ Leoal Descrintion: Lotl~F Block This Form Reoorts Soils ].oq X EATER ANCHQRAr~E AREA BORO ~t, -=DSPARTMENT OF ENVIRONMENTAL OUAL'ITY CASE 3500 TUDOR ROAD ANCHORAGE, ALASKA 99502 ~~q~- Test 1972 Qeoth Feet 0" Soil Characteristics Too Bgil( Overburden]y 15.0- Was Ground Water Encou-te~em°NO It Ves, At what De~th~ Soil Factor Computation, Layer Feet Factor Product Net Factor 1-4" 3' 250 750 4-_4-_5 · 5 125 ~___4~_5-8.5 4 _~o [ 600 _ ]0-%-15 4.5 170.5 . -- lA" , ~ata] Percolation Rate Hinu~e Proposed Installation: SeeDaqe Pit X Drai- ~ield ~ Demth of ~nlet ~* Deoth To Bottom 0= Pit Om Trench ~ nMMENTS: * - Soil analysis made for oreliminar~ purposes o-~y$ this ~--will reqiire the equivalent o~ ~-~$--l~-=f~-.~-~-~e--dr-~; ~/? ~ ~/~,~, , ® ~® MUNICIPALITY OF ANCHORAGE DIVISION OF ENVIRONMENTAL HEALTH DEPARTMENT OF HEALTH AND ENVIRONMENTAL PROTECTION APPLICATION FOR HEALTH AUTHORITY APPROVAL CERTIFICATE 1. General Information Application Date October 15, 1984 (a) Legal Description (include lot, block, subdivis£on, section, township, range) Lot 17. Block D, Rollinq Hills Estates Subdivision~ Section 3~ T. 12 N.~ R. 3 W. Location (address or directions) Second house on the ]eft after one turns off of Sand Lake Road on to Wanderin~ Drive (b) Applicants Name Builtwell Enterprises Telephone - Home Applicants Address 1200 West Dim0nd #513 Business 349-5417 (c) Applicant is (check one) Lending Institution ~--~ ; ~f/builder~; Buyer ~--~ ; Other ~-~ (explain); (d) Lending Institution National Bank of Alaska Telephone 276-1132 (e) Address Horthern Lights Boulevard and C Street Real Estate Co. & Agent 'N/A Address (f) Telephone Mail the HAA to the following address: Please call 349-5417 and hold for pickup 2. Type of Residence Single-Family~ Number of Bedrooms 3. Water Suppl~ Individual Well~-~ Multi-Famtly~--~ Other (describe) Community~--~ Public~--~ Note: If community well system, must have written confirmation from the State Department of Environmental Conservation attesting to the legality and status. 4. Sewage Disposal Onsite~ Public~-~ Community~--~ Holding Tank~-~ Note: If community well system, must have written confirmation from the State Department of Environmental Conservation attesting to the legality and status. [Page 1 of 2] ~n$ineering Firm Providin$ Inspections~ Tests~ File Search~ Data and InformatJ As certified by my seal affixed hereto and as of the validation date shown below, verify that my investigation of this Health Authority Approval shows that the on-sl! 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 regula- tions in effect on the date of this inspection. Telephone 349-7531 Name of Firm A.~. ~lurfitt Compan,¥ Address 8010 Kinq Street Date October 12, 1984 DHEP Approval Approved for .~ bedrooms Approved.~ Disapproved, Terms of Conditional Approval (ENGINEER SEAL) By Cond}tional CAUTION THE MUNICIPALITY OF ANCHORAGE DEPARTMENT OF HEALTH AND ENVIRO~MENTAL PROTECTION (DHEP) ISSUES HEALTH AUTHORITY APPROVAL CERTIFICATES BASED SOLELY UPON THE REPRESENT- ATIONS GIVEN IN PARAGRAPH 5 ABOVE BY AN INDEPENDENT PROFESSIONAL ENGINEER REGISTERED IN THE STATE OF ALASKA. THE DHEP DOES THIS AS A COURTESY TO PURCHASERS OF HOMES AND THEIR LENDING INSTITUTIONS IN ORDER TO SATISFY CERTAIN FEDERAL AND STATE REQUIRE- MENTS. EMPLOYEES OF DHEP 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. (DHEP SEAL) RR4/ej/D18 [Page 2 of 2] 7-19-84 A® DATA MUNICIPALITY OF ANCHORAGE (MOA) HEALTH AU/~ORITY APPROVAL (HAA) CHECKLIST - FEBRUARY 1984 Legal Description: Hills Estates Well Classification Sinqle Family. Well Log P~esent (Y/N) Yes Total Depth 106 feet Cased to Static Water Level 84 feet Casing Height Above Ground 2 Electrical Wiring in Conduit (Y/N) Yes Separation Distances f=(~ Well: To Septic/Holding Tank on Lot 102 feet TO Nearest Edge of Absorption Field on Lot To Nearest Public Sewer Line N/A MUNICIPALITY OF ANCHOIblkQE . DEPT. OF HEALTH & ENVIRONMENTAL PROTECTIOI~ OCT 1 RECEIVED Lot 17. Block Dj Rolling If A, B, c~° C, D.E.C. Approved(Y/N) Date Cc~pleted 7/11/83 Yield 106 feet Depth of Grouting N/A Pump Set At 97 feet to top of pump Sanitary Seal on Casing (Y/N)Yes Dep~essionA~oundWellhead (Y/N) N0 ; On AdjoiningLots 150 feet 101 feet ; On AdjoiningLots 170 feet To Nea~estPublicSewer Cleanout/Manhole N/A To Nea~est sewer Service Line on Lot Water Sample Collected By Cherie McCracken ; Date 9/26/84 Water Sample Test Results Satisfactory C~'~nts N/A B. SEPTIC/HOLDING TANK DATA Date Installed 7/1/84 Size 1250 gallon No. of Ccn~pa~tments 2 \ Standpipes (Y/N) Yes Air-tight Caps (Y/N) Yes -Foundation Cleanout (Y/N) Yes Depression over Tank (Y/N) Yes Date Last Pummped New Pumping/Maintenance Contract on File (Y/N) ; for [~/A Holding. Tank High-Water Ala~ (Y/N) N0 Temporaz~y Holding Tank Permit (Y/N) N0 Separation Distances f~c~ septic/Holding Tank: To Water-Supply Well 102 feet To P~operty Line 50 feet (c]0sest) To Water Main/Service Line N/A Course N/A To Building Foundation 12 feet To Disposal Field 32 feet To Stream, Pond, Lake, c~ Major Dzrainage Co~z~ents The septic tank and drainfield were installed 7/1/84 and as of this date have not been used. See attached paper work. Mr. Gary J. $%qllott, P.E., CE-5444 did the final design and inspection for septic tank. q-:~', [Page 1 of 2] 'oil>lt~ 2-15-84 C. ABSORPTION FIELD DATA Soils Rating in Absorption Strata Date Installed 7/1/84 Width of Field 2 1/2 feet Square Feet of Absc~ption A~ea Depression over Field !Y/N) No Results of Last Adequacy Test 397 SQ. ft. Type of System Design ]~ Length of Field 124 feet total length Depth of Field 6 1/2 to 14 feet Gravel Bed Thickness 7 feet 1612 sq. ft. Standpipes P~esent (Y/N) Yes Date of Last Adequacy Test New System N/A Separation Distance frc~ Absc~ption Field: To Water-Supply Well 101 feet To P~operty Line 55 feet~ 50 feet back To Building Foundation 24 feet To Existing or Abandoned System cn Lot N/A ; On Adjoining Lots 120 feet To Water Main/Service Line . N/A To Cutbank(if p~esent) N/A To Stream/Pond/Lake/c~ Major D~ainage Course N/A To D~iveway, Parking A~ea, c~ Vehicle Stc~age A~ea 50 feet Ccxarents This is a new fie]d.~ has not been used at this time. The final inspection of field work wa~ also performed by Mr. Gary_ ~..?,l=llot. t; P.~._, CE-5444. (See attached paper work). LIFT STATION Date Installed N/A Size in Gallons . "Pump On" Level at High Water Alaz-m Level at Tested for N/A Electrical Codes(Y/N) N/A Comments N/A N/A Dimensions N/A Manhole/Access (..y/N) N/A "Pu~ Off" Level at N/A Vent (Y/N) Pumping Cycles du~ing Adequacy Test. Meets MOA ** Check Permitted Becl~oom Rating Against HAA Request I certify that I have checked, verified, o~ conformed to all MOA HAA Guidelines in effect on the date of this inspection. Signed Allan W. Murfitt Company A.W. Murfitt Co~Dan_v KSl/d5/s Date 10-15-84 MOA No. ~ [Page 2 of 2] 2-15-84 WK~,T, yT~,D TES5~ RESULTS Lot 17, Block D, _Rolling ~L~lls Estates Time ~.~ter P~ading s Total Ellispe Gals/ Date Start Finish Start Finish Gallons Time (rain) 9/26/84 l:00p 5:00p 1963.0 3499.0 1536.0 240 6.4 MurfittCompany WELL YIELD TEST RESULTS PLATE Lot 17, Block D Arctic Civil and Geotechnical Engineering Consultants Rolling Hills Estates Subdivision 1 ~ Job,o. 84-_1~.01 Apm. KKK Dote 10-12-84 ANCHORAGE AL^SK~