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Home My WebLink AboutSKYVIEW ESTATES LT 3c #015==531 5 6 GRE, Z ANCHORAGE AREA BOR M Department of Environment Quality Itl 3500 Tudor Road Anchorage, Alaska 99507 / INSPECTION REPORT ON-SITE SEWAGE DISPOS,(A/"L SYSTEM _ NAM E_/ -L -FR' n /t/ C/Ul"' Al MAILING ADDRESS %R0, /:�t /'r""7r7 •=✓r�PHONE LOCATION d TS 0 rMfl LL -E _ LEGAL DESCRIPTION T •3 Sk:�U/Elll ES j7j-7£S• _ L -/J mLC SP—.r-.M-LANK: ORrLL /DILO �)q-z 7-N-Mrc. Go,✓AJecr-r_-n Iry -(11 AJ6 0AIE DISTANCE/a_ NUMBER OF FROM WELL S MANUFACTURER ` 1e -t -f - MATERIAL `�r-r t —COMPARTMENTS - INSIDE LENGTH _ INSIDE WIDTH___ LIQUID DEPTH ---LIQUID CAPACITY`�UU GALLONS. TILE DRAIN FIELD: �/ `j0�� TOTAL LENG DISTANCE FROM WELL _�G(7GNDATION NEARE OT LINE _OF L_INg. NUMBER OF LINES -G- — DISTANCE 13ETWEEN LINES TRENCH WIDTH G`IN. TOTAL EFFECTIVE A!§,O,RPTION AREA T. LENGTH OF EACH LINE DEPTH OF FILTER DEPTH: TOP OF TILE TO FINISH GRADE _ MATERIAL BENEATH TILE WELL: / TYPE— �/�rJ _CONSTRUCTION—ALD Scn T2n�Lt� BUILDING _/ NEAREST rf NEAREST FOUNDATION LLOT LINE zO , SEWER LINE— CESSPOOL— OTHERSOURCES APPROVED —. DISAPPROVED!`—REMARKS _IN. ABOVE TILE_ IN. DEPTH DISTANCE FROM: l-1eu.-o,..1(j SEiP•FIC _ L..A SEEPAGE TANK SC1 , SY-ST-EM_ DISTANCES: DIAGRAM OF: SYSTEM —• CLe/rr�uuT �7pir�i INSTALLED BY:- 4 ' st; N/Eli. unfE L,in2rry t�-If1r � TU 72n r,cn- i C �En�prc7 SEWER LINE DEPTH: PIPE MATERIAL:_ 39-6-7- L,T 2 - no LOT SLOPE: SSHL++,e P 04t � _ , 4 -c -w olo mn/L e/1 on/kwar REMARKS: _ S/L)r C DATE 6,X b17Z APPROVED oC Emit- AIFX-D,Y SAS -5"-L-G.A.A.B. Form PW,027 NAME OF APPLICANT INSTALLATION LOCATION LEGAL DESCRIPTION GRE'A'TER ANCHORAGE: AREA BOROUGH DEPARTMENT OF ENVIRONMENTAL QUALITY 3330 "C" STREET ANCHORAGE, ALASKA 99503 TELEPHONE 274-4561 SEWAGE DISPOSAL SYSTEM -- APPLICATION AND PERMIT INSTALLATION OF: SEPT TANII TYPE AND SIZE OF FACILITY TO BE SERVED FINANCED THROUGH --- SOIL TEST RESULTS 14 COMPLETION DATE ANTICIPATED -YyC1LTL 1✓S r 0 ✓� �/>Z/J�r✓rZ PERMIT NO. MAILING ADDRESS PHONE SEEPAGE PIT DRAIN FIELD OTHER 57e_ TO BE INSTALLED BY NOTE: THIS PERMIT 15 NOT VALID WITHOUT SOIL TEST r_1 L. /A R-'/7-//L//L/L/J/ FINAL INSPECTION: 2.4 HOUR NOTICE REQUIRED. BACKFILLING OF' ANY SYSTEM WITHOUT FINAL INSPECTION BY THE DEPARTMENT OF ENVIRONMENTAL QUALITY AUTHORITY WILL BE SUBJECT TO PROSECUTION. 5EPTTC TANKIZE —1 -6-1—AY TYPE — /D-9 MINIMUM DISTANCES, REQ IREME:NTS FOUNDATION TO SEPTIC -TANK SEEPAGE AREA SIZE FOUNDATION TORFEPA6E PIY . DRAIN FIELD DRAIN FIELD _b -St:P//TF6 TANK TO SEEPAGE PIT WALL '— . DRAIN FIELD / / 5C-t� tL' TANK -. -� —, SEEPAGE PIT -. DRAIN FIELD TO NEARESI" LOT LINE. (\CCAASST IRON�O AND OUT OF SEPTIC TANK IND INTO CRIB CROSSING GAP OF EXCAVATION/N 5 FEET INTO UNDISTURBED SOIL. .*-WELL. I"O'51� F-tC-TANK � _� (J —. SEEPAGE PIT - DRAIN FIELD ALSO CONSIDER AREA WELLS. WATER MAIN TO SEPTIC TANK SEEPAGE PIT _ DRAIN FIELD _b �&I -TANK, -' . SEEPAGE PIT . DRAIN FIELD TO RIVER, LAKE, STREAM. (\CCAASST IRON�O AND OUT OF SEPTIC TANK IND INTO CRIB CROSSING GAP OF EXCAVATION/N 5 FEET INTO UNDISTURBED SOIL. (INCH DIAMETER CAST IRON SIPHON PIPES SEPTIC SEPTIC TANK AND SEEPAGE PIT FITTED WITH AIRTIGHT REMOVABLE: CAPS. m GRAVEL BACKFILL CONFORM TO BOROUGH REGULATIONS REGARDING INSTALLATION. G.A.A.B. OR LICENSED DESIGNER TYPE DIAGRAM OF SYSTEM I CERTIFY THAT 1 AM FAMILIAR WITH THE REQUIREMENTS OF GREATER ANCHORAGE AREA BOROUGH ORDINANCE NO. 28-68 AND THAT THE ABOVE DESCRIBED SYSTEM IS IN ACCORDANCE WITH SAID CODE. DATE APPLICANT'S SIGNATURE FORM NO. EQ -016 February :3, 1973 I,no/\ Ar, Al Lox I0 -i I ;iil':;NV rd QC_ ill it,. tip. aub,ivW Lot 3, 14yviotr Estates Subdivision Joar G i r: An 7n PULtion on February 10, 1974 reyna vi d SUMP sysLcw installed without a perwit on the subject lot. As LAis $cover systuw is 'wiLhin Lne prot cut ivc rocius of an indiviCull well on In adiuinlnU lot, we wusL ruquc;K th-, We Outlet of your septic tank be pluggou an , Loe s%ySLe" be kcp lL free from overflow startinq within 2i ;lours of this Yu:iee. Failure to comply sna11 result in iL=;lal =W. AL request Lodi; you obtain a pernit from Lois DeparbHent to inslall a scwe'r system within thirty (A) days an6 that an approved system be constructad on the subject lot on or Lefure July 1, 1913. Sincerely, 0 John R. Lee Wi rumpentel Services Supervisor U Certified do. 15159;3 AiPPLIC IVT FRLLl3 OUT UPPER HAI ONLY Property Owner / 7 (J /j� Phone Mailing AddressZip Code Buyer AddressS /% J_ Zip Cade , Lending Institution Phone GJ11Y L, Address Zip Code Realty Co. & Agent Phone Address Zip Code Date Legal Descriptioni S—�_C'-_�I �`-e! Street Location M. p..�� o M.-�—o Type of Residence F,,I,Single Family ❑ Multiple Family No. of Bedrooms o ❑ Other _ Water Supply / ATTACH WELL LOG. A well log is required for all wells drilled since June 1975. -- k� RAGE ---- For drilled to that date, well depth (attach log If available). lJWnclividual Community �t wells prior give ElPublic Utility ; /-/Y 0 Sewer Disposal Q,AMdividual Year Individual Installed: ❑ Public Utility When Connected to Public Utility: _ _— ❑ Holding Tank NOTE: THE INSPECTION FEE MUST ACCOMPANY EACH REOl1EST BEFORE PROCESSING CAN BE INITIATED. (7)r t 72 C23 IBI&I Time Time Time Time Date Date Date Date ray Inspector Inspector Inspector Inspector -- k� RAGE ---- -- 1 Uf, IelPAtFTY�f H Field Notes: DEPT. OF HFALIH e, /-/Y 0 ENVIRONMENTAL PROTECTION Jill_. 2 6 199.3 ,_ RECEIVED p� iJli✓ e lfJnf - i�v- �1 (� ) APPROVED BEDROOMS CONDITIONS OF APPROVAL ( ) DISAPPROVED ( ) CO DIT NAL APPROVAL' DATE BY: Solis Rating Date SewerInstalled JWell J To Absorption Area Well Log Recelved / Well to Tank C� _ Septic Tank Size g' d A e) 72 C23 IBI&I August 1, 19013 Brooks Oi..lbertson Gubject: Lot 3 Skyview Estate Approval for: the individual sewer and dater facilities cannot be granted until the following items, have been completed: Expose the well for our inspection to determine proper t� construction, also to insure minimum distance requirements are not between the well and sewer. system. Only one cleanout was located. _° doth tanks will need to he pumped with a receipt: submitted to this department. ° `.C'he standpipe to the Gower: system need craps on them. Please notify this Department: for a reinspection when the noted discrepancies have been corrected. If there are any further questions, please call this office at 264-4720. Sincerely, Jim Roberts_,; Associate Environmental Specialist: JRGti/p/E CHEMICAL & GE .:OGICAL LABORATORIES,, 'ALASKA, INC, TELEPHONE (907) 5622343 ANCHORAGE INDUSTRIAL CENTER 5633 B Street A.M. as Drinking Water Analysis Report for Total Coliform Bacteria TO BE COMPLETED BY WATER SUPPLIER TO 13E COMPLETED BY LABORATORY WATER SYSTEM _� I.D. NO. 61t i S C._ 5 Water System N.M. ! Phone No. Meiling Address City State zip Cale ��jj''�� SAMPLE DATE: 1 1 ! I 17TT U., ) Mo. Day Year - SAMPLE TYPE: i Routine Check Sample (for routine Sample Treated Water with lab ref. no._---) EI Untreated Water ❑ Special Purpose SAMPLE Time Collected NO. LOCATION I Collected By. d T— 3 4 —J -- r/ IL— � W 5 L --J m L J Analysis shows this Water SAMPLE to be: i Q Satisfactory ❑ Unsatisfactory ❑ Sample too long in transit: sample should not be over 40 hours old at examination ,,to indicate reliable results. Please send inew sample. - r Date Received Time Received Z Analytical Method: ❑ Fermentation Tube P�Membrane Filter Lab/Ref. No. Result' Analyst r/ II � W L --J m L J ♦Np felon, s/100 -m1 ar No. al P lba pm:ions. 06-1220 (b) BACTERIOLOGICAL WATER ANALYSIS REECORD-- Rev. 1978 Dale Collected — Source READ INSTRUCTIONS a.m. oats Recelved Time Received o.m. Lab. No. _ presumptive 24 Hours BEFORE 48 Hours Confirmatory 24 Hour$ 48 Hours lOml 10mi 10.1 1 20.1 20.1 1 1.0m1 I 0.1ml _ EMB Broth 24 hours:—_Broth 40 hours: COLLECTING SAMPLE Multiple Tube Report: 10m1 Tubas Poslllye/Tptel 10m1 portions Membrane Filter: Direct Count collform/loom) Verification: LTB_ BOB Final Membrane Filter Results /' / Collform/IOOmI Reported By -t 4v 1�� Data Timm '•�,,•. ,1 a.m. p.m. nytar A Colleen Har_ger SRA Box 1763H Anchorage, Alaska Dear Ms. Harger, EXCAVATION WORK September 5, 7.9£33 9950 IV SK ROBERT A. SRAFER CIVIL ENGINEER 694-2979 MUNICIPALITY Cly/nnl�. ENVIR0,r 7. pf IMA �I"'�'IcJQ`,. 'PMA�/�i'TP t�F�cT P4�1(c �AITH pORAG� S P " Iti At PRpTECTIp� RE CEI EI DEQ Reference: Lot 3; Su view Estates Subdivision At your request, we attempted to perform a sewer system adequacy test on the system located on the referenced property. In examining the system installed on the property it was determined that there are two holding tanks in existence, one approximately 1000 gallons and the second approximately 2000 gallons, These tanks combined provide storage capacity of approximately 3000 gallons. A gest was run on each tank to determine if there was any leakage. The tanks were filled with water and after 94 flours measurements indicated that no water had leaked from the tanks. it is determined that this holding tank arrangement is adequate for the current configuration, the trailer, well and tanks located on this property. However., in the event in the future any upgrading work is necessary, a relocation of the well at. the front of the lot and the installation of an on-site waste water disposal system on the rear of the lot should be considered. If we may be of further service, please do not: hesitate to contact US. P.F. cc: Municipality of Anchorage Department of Health and Environmental Protection SRB 196X EAGLE RIVER, ALASKA CHEMICAL & GEULOGICAL LABORATORIES OF ALASKA, INC. — TELEPHONE (907)-279.4014 ANCHORAGE INDUSTRIAL CENTER --- @. 274-3364 5633 B Street A., °° ^^OP1= Drinking Water Analysis Report for Total Coliform Bacteria —aTO BE COMPLETED BY WATER SUPPLIER —! I) TO BE COMPLETED BY LABORATORY SAMPLE TYPE: ❑ Routine ❑ Check Sample (for routine sample Ll Treated Water with lab ref. no. —! ❑ Special Purpose ❑ Untreated Water SAMPLE 'rime Collected NO. LOCATION Collected By 2 L--- —� — 3 L --J — 4 1 ---J -- --- 5 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. Date Received Time Received _--_ Analytical Method: ❑ Fermentation Tube El Membrane Filter Lab Rolf. No. ===_1 WATER SYSTEM: L --J I.D. NO. .,I - L --J r ) Water System Name i - Phone No. Mailing Address ml. or N. of Positive lwl.,s City State Zip Code = �- '' I ' I SAMPLE DATE: I I L- J Mo. Day Year SAMPLE TYPE: ❑ Routine ❑ Check Sample (for routine sample Ll Treated Water with lab ref. no. —! ❑ Special Purpose ❑ Untreated Water SAMPLE 'rime Collected NO. LOCATION Collected By 2 L--- —� — 3 L --J — 4 1 ---J -- --- 5 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. Date Received Time Received _--_ Analytical Method: ❑ Fermentation Tube El Membrane Filter Lab Rolf. No. Result" Analyst L --J fZl L --J �J �l t No. of c.I.n,es/100 ml. or N. of Positive lwl.,s 0e-1220 (b) BACTERIOLOGICAL WATER ANALYSIS RECORD Rev. 1978 Date READ INSTRUCTIONS — oats Pret 2 BEFORE41 Coni COLLECTING SAMPLE_ Multiple Tube Report. Membrane Filter: Dlrett Count Verification: LTB Final Membrane Filter Results. Reported By a.m. —Time Rr'a'talvotl p.m. Lab'.. Noo'. lOml I tom, 10.1 10m1 1 Broth 24 hours:__—_Broth 48 hour: 10ml Tubas Positive/Total leml Portions Colltorm/loDml Date Time: a.m. p.m. iJ) 825 WSTREET � ANCI IORAGf-, AL.ASI</a 99.101 Jb'�7_ SO R (907) 764 4111 Q M.';UU.IVAN, MAYOR i DFP4RTMEN1 OF HEAI_TI-I AND I NVIRONMENTN_ PROTECDON "D Jt October 23, 19£30 D ijiii&M n� Kathl.yne A. Olivarson Post Office Box 10-1085 Anchorage, Alaska 99511 Subject: Lot- 3 Skyview Estates subdivision Approval for your individual sewer and water facilities cannot be granted until the following items have been co iiplet.ed : np; (1) 7.'he water analysis report be delivered to this department from Chem Tab, 5633 l3 Street, for our review. (2) Locate and expose the well for our inspection to determine proper_ construction, also to insure the minimum distance requirements are met: between your well and sewer system. If: there are any further questions, please call this department at: 264-472.0. Sincerely, Robert' C. Pratt, R.S. Associate Specialist RCP/lw )SA -- INSPECTION APPOINTMENTS DATE RECEIVED _T �`Ca P1 TIM- TIME TIME t!`VoO t c✓� STREET LOCATION DATE DATE 6. TYPE OF RESIDENCE DATE INSPECTOR INSPECTO INSPECTOR MUNICIPALITY OF ANCHORAGE MUNICIPALITY OF ANCHORAGE DEPARTMENT OF HEALTH & ENVIRONMENTAL PROTECTIONPEPT' OF HEALTH & ENVIRONMENTAL F'F.UTECTION 825 L Street - Anchorage, Alaska 99501 • ENVIRONMENTAL SANITATIONDIVISIONOCT 1 1 1980 Telephone 264.4720 p REQUEST FOR APPROVAL OF INDIVIDUAL �iT1 WATER AND SEWC'R'F7� S DIRECTIONS: Complete all parts on page 1. Incomplete requests will not be processed. Please allow ten (10) days for processing. 1. PROPERTYOWNER \ �\U�Y�1�, V�-e.. �• �, \�-E'-J(-SCS !1 PH NE �,' ��o � MAILING ADDRESS qc^ `C) �_ \ - J PROPERTY RESIDENT (If different from above)1� PH NE 2. BUYER C C--, PHONE —�U��r Jecs�fre_ryi ��'e_ MAILING ADDRESS 3. LENDING INSTITUTION -- ----HONE MAILING ADDRESS 4. REALTOR/AGENT- 0�o�s PHONE^ MAILING ADDRESS 5. LEGAL DESCRIPTION STREET LOCATION 6. TYPE OF RESIDENCE NUMBER OF,BEDFOOMS SINGLE FAMILY EJ One ❑ Four El Other_ ❑ 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.) a oer0 X w0 ' 8. SEWAGE DISPOSAL SYSTEM. - X INDIVIDUAL/ON-SITE** \�O_YEAR ON-SITE SYSTEM WAS INSTALLED. ❑ PUBLICUTILITY NOTE: THE INSPECTION FEE MUST ACCOMPANY EACH REQUEST BEFORE PROCESSING CAN BE INITIATED. 72-010 (Rev. 6/79) 'tn • Municipality of Anchorage On -Site Water and Wastewater Program (907)343-7904 CERTIFICATE 1'�rl� YSTEMS APPROVAL S' RUSH? A3 Parcel I.D. 015-531,4-5 5� a MM 10 2016 3 Expiration Date: �d Of ew 1. GENERAL INFORMATION ��t1 G 9 95" i— Complete legal description SKYVIEW ES RTES S/D, L ZD 3 Location (site address) East 112th -x-yo <,o -s -r Current Property owner(s) Joe Tweit Day phone Mailing address 2801 Seafarer Loop ANCH AK 99516 Real Estate Agent Day phone 2. TYPE OF DWELLING: ® Single Family (w/wo ADU) ❑ Duplex ❑ Multiple Dwellings (Single Family and/or Duplex) 3. NUMBER OF BEDROOMS: 7 4. TYPE OF WATER SUPPLY: TYPE OF WASTEWATER DISPOSAL: Individual Well ® Individual ❑ Individual Water Storage ❑ Holding Tank ❑ Community Class Well ❑ Community ❑ Public Water System ❑ Public Sewer Waiver/Variance request for: Received by: " Date: COSA to be releas to the engineer, unless oth nvi�e reaupsted_b_�the engineer. COSA Fee $ 6X±1 l j2 } Li`� ��4� "Waiver Fee $ Date of Payment r' '`Date of Payment Receipt Number %� � � Receipt Number 0(Off� COSA# (P Waiver Waiver # y I 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, based on procedures outlined in the Certificate of On -Site Systems Approval Guidelines for this application, shows that the on-site water supply and/or wastewater disposal system is (are) 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(are) in compliance with all applicable Municipal and State codes, ordinances, and regulations in effect at the time of installation. Name of Firm MIKE N ANDERSON, P.E. Phone 727-8864 Address 4661 NATRONA AVE. Engineer's Printed Name MIKE N ANDERSON, PE Date 03/10/16 6. DSD SIGNATURE 4 System #1 Approved for bedrooms. System #2 Approved for M Disapproved. Conditional approval for bedrooms. bedrooms, with the following stipulations: Original Certificate Date: l — % f _1 The Municipality of Anchorage Development Services Division (DSD) issues Certificates of On -Site Systems Approval (COSA) based only upon the representations given in paragraph 5 by an independent professional civil engineer registered in the State of Alaska. The Municipality of Anchorage is not responsible for errors or omissions in the professional engineer's work. ATTACHMENTS: COSA Checklist X Nitrate Advisory Septic System Advisory Arsenic Advisory Well Flow Advisory Other COSAbluesheet 10-10-12.boc If more than 1 septic system is on the lot: COSA Checklist # _of _ Structure served by this system _ Certificate of On -Site Systems Approval Checklist Legal Description: SKYVIEW ESTATES S/D..1 ZY Parcel ID: 015-531-Ar�Y& A. WELL DATA Well type Private If A, B. or C provide PWS ID #_ Well Log (Y/N) NO Date completed UNKNOWN Sanitary seal (YIN) Y Wires properly protected (Y/N) Y Total depth 178 ft. Cased to –UNKNOWN—ft. Casing height (above ground) 24" FROM WELL LOG AT INSPECTION Date of test UNKNOWN Static water level UNKNOWN ft. Well production UNKNOWN g.p.m. WATER SAMPLE RESULTS: 3/9/2016 158 ft. g.p.m. Coliform NEG colonies/100 mL Nitrate ND mg/L Arsenic: ND ug/L Date of sample: 2129/2016 Collected by: Dave Harper, AArow Pump - B. SEPTICIHOLDING TANK DATA Tank Type/Material Tank size _ gal. Number of Compartments 2 Foundation cleanout (YIN) Y Depression over tank (Y/N) Date of pumping Pumper C. ABSORPTION FIELD'DATA – Date installed Cleanouts (Y/N) High water alarm (Y/N) Date installed Soil rating (g.p.d.ift2 or fe/bdrm) _ System type Length _ft. Width _ ft. Gravel below pipe ft. Total depth ft. Eff. absorption area _ e Monitoring tube _ Depression over field_ Date of adequacy test Results (Pass/Fail) For _ bedrooms Fluid depth in absorption field before test _ in. Water added_ gal. New depth_in. Elapsed Time: —min. Final fluid depth_ in. Absorption rate >= g.p.d. Any rejuvenation treatment (past 12 mo.) (Y/N & type) If yes, give date D. LIFT STATION Date installed "Pump on" level at Datum in. E. SEPARATION DISTANCES WELL ON LOT TO: Septic tank/lift station on lot _ Absorption field on lot NA Public sewer main 65' Size in gallons Manhole/Access (YIN) "Pump off" level at in.High water alarm level at— in. Cycles tested Meets alarm & circuit requirements? Sewer /septic service line 25'+ Animal containment areas 1004 SEPTIC/HOLDING TANK ON LOT TO: Building foundation Water main Wells on adjacent lots ABSORPTION FIELD ON LOT TO: Property line _ Water Service line Curtain drain F. COMMENTS G. ENGINEER'S CERTIFICATION On adjacent lots 100'+ On adjacent lots 100'+ Public sewer manhole/cleanout 70' Holding tank NA Manure/animal excrete storage areas 100'+ Property line Absorption fie' Water service line Surface water - Building foundation Water main Surface water Driveway, parking/vehicle storage Wells on adjacent lots I certify that I have determined through field inspections and review of Municipal records that the above systems are in conformance with MOA COSA guidelines in effect on this date. Engineer's Printed Name MIKE N. ANDERSON, PE Date 03110/2016 COSA canary sheet_2-6-15.doc _OF alk `s . y: •;f9�r 70 MICHAEL N. ANDERSON ; 14� / i•' C.�EE]]9 9 PLAT NO. 71-105 SKYVIEW ESTATES SUBDIVISION LOT 3 15,940 S.F. EAST 112TH AVENUE 0 M N 59059'54"E 99.76' N 89°53'15"F 1001a AS -BU I LT .t GASTALDI LAND PROPERTY DEPICTED ABOVE AND THAT NO SURVEYING, NG SURVEYING, LLC ENCROACHMENTS EXIST EXCEPT AS INDICATED. JEFF A. DI, R L S � 2000 E. DOWUNG RD., SUITE 8 DETERMINE THE EXISTENCE OF ANY EASEMENTS, I COVENANTS OR RESTRICTIONS WHICH DO NOT PHONE 248-5454 �o UNDER NO CIRCUMSTANCES SHOULD ANY DATA I I I I DATE HEREON BE USED FOR CONSTRUCTION OR FOR SW2634 WELL I I I i 14.1' 32.0• F.B. JOB N0. SVE3 NOTE: NO CORNERS SET THIS DATE o; �, o"OOw� z.o co 8.0' o a Oo z IIIIIII o 0.01 8.0' I m EXISTING BUILDING 2 M I 4.0• 16 � I 8.0' 0 I DECK N I 14.1' 37.3' a� DECK I STOOP-- o 36.7' 0' 11210-ii - - - - 10' UTILITY ESMT. N 89°53'15"F 1001a AS -BU I LT I HEREBY CERnFY THAT I HAVE SURVEYED THE GASTALDI LAND PROPERTY DEPICTED ABOVE AND THAT NO SURVEYING, NG SURVEYING, LLC ENCROACHMENTS EXIST EXCEPT AS INDICATED. JEFF A. DI, R L S IT IS THE RESPONSIBILITY OF THE OWNER TO 2000 E. DOWUNG RD., SUITE 8 DETERMINE THE EXISTENCE OF ANY EASEMENTS, ANCHORAGE, ALASKA 99507 COVENANTS OR RESTRICTIONS WHICH DO NOT PHONE 248-5454 APPEAR ON THE RECORDED SUBDIVISION PLAT. UNDER NO CIRCUMSTANCES SHOULD ANY DATA GRID DATE HEREON BE USED FOR CONSTRUCTION OR FOR SW2634 3/7/2016 ESTABLISHING BOUNDARY OR FENCE LINES. ANCHORAGE RECORDING DISTRICT, ALASKA F.B. JOB N0. SVE3 NOTE: NO CORNERS SET THIS DATE 111=20' *yo•lar► ,►.syP �..OF...q��S�. AV * : 9T4.H �'-�O-astdldi ... 'lezMIT*rI LS —60Q1 •. m� A' �,It,ofessional vd, 0 Municipality of Anchorage.. a°' P h epaT Tent *** VARIANCE/WAIVER REVIEW *** March 10, 2015 Municipalities of Anchorage Departments of Health and Human Services P.O. Box 196650 Anchorage, Alaska 99519-6650 Fax 249-7847 Re: Well waiver (70' to AWWU Manhole) Legal: Skyview Estates Subd. To Whom it may concern: This is a request for a waiver of 70 feet from the existing well to the existing Anchorage Water and Waste Water Utility (AWWU) manhole and 65 feet from the main, see attached site plan. This issue has been existing since 1985 when the AWWU sewer line was installed. The original engineering should have applied for this waiver in 1985 but it appears to have been missed by all. The well was tested and camemed by Apline Drilling, see attached submittal. The water was also tested for the typical contaminates, see attached from SGS. The new owner, Joe Tweit, is building a new house and discovered this issue during the review process. Our main justification for the granting of the waiver is the number of years it has been operating without any issues and the slope between the well and the manhole/main is positive and all of the testing and camera were good also. Please call me if you have any questions. Sincerely Michael N. Anderson, P.E. 4661 Natrona Avenue Anchorage, Alaska 99516 Phone 727-8864 SKYVIEW ESTATES LOT 1 IL'ioWtall SKYVIEW ESTATES LOT 2 EXISTING NEW HOUSE ALL LOTS il I SKYVIEW ESTATES SKYVIEW ESTATES LOT 5 LOT 4 Well Waiver Design Prepared for JOE TWEIT SKYVIEW ESTATES S/D LOT 3 Anchorage, Alaska Michael N. Anderson, P.E. DATE: 3/10/2016 4601 NATRONA AVE DRAWN: DJR ANCHORAGE, ALASKA 99516 ran71 zd9_z177 / PAY- rami ads_l 101 SCALE: 1"=50' T12N R3W SEC 5 SW4NE4SE4SE4 EXISTING AWWU SEWER MANHOLE ,,,—EXISTING WELL 75' RADIUS t � 1 1 i EXISTING WELL r 100' RADIUS r , r r r r r r r BY AWWU 49TH Michael N. Anderson CE -9469 11/19/2015 22:58 9-9-16 Mike Anderson 907-345-0202 Anderson Engineering & Construction Andwalie, Alaska Mike, this is in reference to Skyview Estates, Lot 3. ALPINE DRILLING PAGE 01/02 The well was looked at with a downhole camera and no defects or incoming water was encountered to a depth of 60 feet The well depth was 178 feet. Static level was 147 feet. A flow test was performed on the well with results after 3 hours of a drawdown to 158 feet at a rate of S gallons per minute. Casing height is above 18 inches and well cap and conduit meets MOA requirements. Water sample results from SGS are included with this report. David L Harper Aarow Pump & Well Service, LLL ,� s>1Wro DEPT Ot FNViRONNENTALCONSFRVATION 437 E274-2533 SStreet MMMR_ Suite 200 .3 IS i<iN (P S S Gw%Cd nchorage. AK 1n -dee - t May 13. 19. '"*'•"x�"., Ms Sartdrj.Bryan, Assistant Administrator QwWU :,leclinical 1drvices i; 'x?AnChorage Waterfand Wastewater Utility S MAY 14 1987 3000 Aretic.Boulevard Technical S9rvi_s: _tAnchoraye..AK-;y9503-3898 r' al'Plans'and Specifications Regulation Waivers 7a:ADEC Project No. 12818 'Dear Xs .Bryan " a' aThe rfinal plans and apeeificatfons and requested well/sewer distance inivers for the :referenced project have been reviewed and are approved for rerbaisap0ro4al Concern gfven tothis you nethis same dates nt written apThiproval confirms. my } r Te LID LIO project will consist of furnishing and insLalllag ,j +Pprn1. xlagtelyiU4'ifnear feet of I2 -inch ductile iron sewer 1 e panfgleieal8fianita 8 -inch ductile iron sewer Pipe, 7 t P P 's approximately ;. ry sewer service connections to property type A anitary:sewer. - +PPurtenances s All of this construction is grant o pr per y li ander the ADEC ated „ grant award for reimbursement Purposes. P blew work under the )+ s Ms Lynda Barber's engineering report that requested waiver ppprovals•Lo maintain and operate the Skyvfew Estates LID NO, 175 sanitary f':to ontr (1) Private drinking water source and two 'sources'than=alt ry sewer closer c*ed by the State Wastewater Disposal2 Regulati nsss C pu16 bliAACater ":1s;cogsfderedscomplete. •The report, along with the final contract document72 s + provided the physicai factors and proposed mitigation measures needed to• T Sect these drinking water sources, We find the Project design and its required .2 pro: ' y �- iCGs �k u n 1 1 t A '.�&—P7 / • _ .i•... ,. Ms..Sandra;B6an-A8O ;..May`13, .1987, Page Two Smcial provisions in the contract documents to apply heat shrink tubingto the'pipeline. yoints and cementitious manhole waterproofing to the manhles within the, protective well radii will allow or justify the lesser separation 4istances:.'sTherefare, in accordance with IS AAC 72 021(c) h regulation waivers ar a granted. t e following lot'27, Block 5, Bruin Park Subdivision; -Approximateiy 57 feet between private well and Manhole i5; radiusiOftPrivatefwellowith thepciosesthedgehofpprotectiv .approximately 53 feet from well. ipelineebeing - Cotd'S and 6 Sk yview Estates Subdivision: Approximately 50 feet between Class C public well on lot S Manhole 17 (terminal) and approximate,y and C public well on lot 6 and Manhole s t z !7 {terminal)100 Approximately BS feet of sewer pipe within the protective :Class C well radius 'o public well on lot 5 with the closest edge of pipeline :being approximately 52 feet from well. The sewePline crosses over an existing 24 -inch waterline at two locations, iS' ac the :entrance of Jeff Circle One and the other is at the intersection of :112th Avenue and lake Otis Road. The designed plans shox both to have greater separe athd'minimum 18 inches. Nowever, during both to. S 9•the)^owner s inspectors tion r these -pr03- must verify construction compliance. Please - forward copies of the bid tabulations; executed (signed) construetfon Yontract,{nd hotice-to-proceed with construction when available. - 1 Sincerely, E. L Greg Ma ee / GM.bk, Construction Grants Engineer •• + 4 vl .1 i;. S