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Home My WebLink AboutGRANITE VIEW BLK 6 LT 9Granite View Block 6 Lot 9 014-301-03 NOT ELIGIBLE FOR COSA BECAUSE COSA IS INCOMPLETE. a.lso ~mow{~d hi~h water' l,'-''.t/la<,"~ DATE REPLY SIGNED SIGNED SEND PARTS I AND :3 INTACT . PART $ WILL BE RETURNED WITH REPLY. carbonle~s~ DATE / POLY PAK (SO SETS) 4P472 ANCHORAGE/WESTERN DISTRICT OFFICE 437 "E" STREFT, SUITE 303 ANCHORAGE, AI. ASKA 99501 BILL SH£FFIELD, GOVERNOR 274~2533 May 7, 1985 MUNIClPAtlTY OF AN~OP, A~I~ DEPT. OF HEALTH & ENVIRONMENTAL PROTECI'IOI~ Mr. Lou Butera Eagle River Engineering Services P. O. Box 773294 Eagle River, Alaska .99577 WAY o RECFIVED SUBJECT: Waiver Horizontal Separation between Well and Sewer Line Lot 9, Block 6, Granite View Subdivision, Anchorage, Alaska 8521-WA-147 Dear Mr. Butera: The Department has reviewed 'the subject waiver request and hereby waives the horizontal separation between the well and sewer line 'to 40 feet on the subject property for a single family residence only. This is contingent upon satisfactory water test results being sent to this office Sincerely, SE/dd ~Steve'Eng, P.E~~'' District Engineer Municipality of Anchorage . • Development Services Department Building Safety Division On -Site Water and Wastewater Program 4700 South Bragaw St. P.O. Box 196650 Anchorage, AK 99519-6650 www.ci.anchorage.ak.us (907)343-7904 ON-SITE SEWER/WELL SUBMITTAL COMMENT SHEET To: Jeff Gamess Legal description: Granite View Block 6 Lot 9 ME The attached paperwork has been reviewed and is being returned for the following reasons: ❑ Original signature or stamp missing on ❑ Calculation error in design. ❑ Additional soils information needed. ❑ Water monitoring results inadequate. ❑ Discrepancy in information submitted. ❑ Topographic information missing or inadequate. _ ® Incomplete; missing Approval from Right of Way for well in East 88M Ave. ❑ Incomplete; missing ❑ Additional adequacy test information needed. ❑ . Water sample unacceptable. ❑ Measured/proposed distances/dimensions missing. ❑ Locations of all soils, percolation and water monitoring tests not shown. _ ❑ Proposed system too deep for soils information submitted. ❑ Well log required. ❑ Omission in narrative. ❑ Insufficient fill over tank or field._ H r r^y ❑ Other. Name of reviewer. Jeff Date: 9/8/2005 Please supply the necessary information and re -submit your request. LEAVE THIS FORM ATTACHED :TO THE PAPERWORK Municipality of Anchorage • Development Services Department Building Safety Division On -Site Water 8 Wastewater Program 4700 South Bragaw St. P.O. Box 196650 Anchorage, AK 99519.6650 www.ci.anchorage.ak.us (907)343-7904 Parcell.D. CERTIFICATE OF HEALTH AUTHORITY APPROVAL FOR A SINGLE FAMILY DWELLING 014-301-03 1. GENERAL INFORMATION HAA# 65101--ILA"1 Expiration Date: Complete legal description GRANITE VIEW SUBDIVISION: LOT 9, BLOCK 6. Community Class Well ❑ Public Water System Location (site address or directions) 3030 EAST 88TH STREET * ANCHORAGE. AK 99507 Current Property owner(s) Mailing address Lending agency Mailing address Real Estate Agent Mailing address KAREN SHELBY Day phone (907) 727-4400 3030 EAST 88TH STREET • ANCHORAGE, AK 99507 Unless otherwise requested, HAA will be held by DSD for pickup. 2. NUMBER OF BEDROOMS: 5 3. TYPE OF WATER SUPPLY: Individual Well lit Individual Water Storage ❑ Community Class Well ❑ Public Water System ❑ Day phone Day phone TYPE OF WASTEWATER DISPOSAL: Individual On-site ❑ Individual Holding tank ❑ Community On-site ❑ Public Sewer lit The Municipality of Anchorage Development Services Department (DSD) Issues Certificates of Health Authority Approval (HAA) based only upon the representations given in paragraph 4 by an independent professional civil engineer registered in the State of Alaska. Certificates of Health Authority Approval are required for the transfer of title (except between spouses) for properties served by a single-family on-site wastewater disposal and/or water supply system. DSD also issues HAAs upon request to homeowners. Certificates of Health Authority Approval are valid for 90 days from the date of Issue for properties served by a private or Class C well and may be reissued with new water samples. (Certificates may be reissued for a period of up to one year with valid water samples.) Certificates are valid for one year for properties served by Class A or B wells or a public water system. The Municipality of Anchorage is not responsible for errors or omissions in the professional engineer's work. 4. 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 Health Authority 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 riles 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 GARNESS ENGINEERING GROUP, Ltd. Address 3701 E. TUDOR ROAD, SUITE 101 • ANCHORAGE, AK 99507 Engineer's Printed Name JEFFREY A. GARNESS, P.E. Engineer's Comments: In conducting this evaluation, GEG, Ltd. attempted to provide a thorough, conscientious engineering analysis of the system in accordance with ADEC and MOA DSD Guidelines B Regulations. The reported results described the performance of the system under the conditions encountered at the time of the test, and separation distances measured to readily Identifiable features. The operational life of all wells and septic systems depend on the local soils condition, groundwater levels that may fluctuate during the year, and the water usage of the family being served by the system. These conditions are outside the control of the evaluator of the system. Satisfactory test results do not guarantee future performance of the system, nor do they guarantee that there are no hidden defects or encroachments. GEG, Ltd. can therefore not provide any warranty or future estimate of how long the system will continue to meet the operational requirements of the ADEC or MOA DSD. The content of this report is for the sole benefit of the owner listed above. Any reliance upon or use of this report by any otherperson or party is not authorized, nor will it confer any legal right whatsoever. 5. DSD SIGNATURE Approved for bedrooms. Disapproved. Phone Date 337-6179 Conditional approval for bedrooms, with the following stipulations: Attachments: HAA Checklist Septic System Advisory Well Flow Advisory M (Rev. 1201) Maintenance Agreements Supplemental Engineers Report Other Original Certificate Date: F Municipality of Anchorage Development Services Department J Building Safety Division r Onsite Water & Wastewater Program 4700 South Bragew St. P.O. Box 196050 Anchorage, AK 99519-WSO www.a.anchorage.ak.us (907) 343-79W HEALTH AUTHORITY APPROVAL CHECKLIST Legal Description: GRANITE VIEW SUBDIVISION: LOT 9. BLOCK 8. Parcel ID: 014-301-03 A. WELL DATA Well" PRIVATE If A, B, or C provide PWSIDIF N/A Well Log (YIN) NO Date completed APPROX. 1984 Sanitary seal (YIN)YES Wires property protected (YIN) YES Total depth 110 R. Cased to 40+ R. Casing height (above ground) 12+ in. FROM WELL LOG AT INSPECTION Date of test BOG _ 7/15/2005 Static water level _ ��' R. 84 R. Well production N� g.p.m. 3.0 g,p.m. WATER SAMPLE RESULTS: Coliform :k colonies1100 ml. Nitrate a,� mgJL. Other bacteria �coloniesl100 mi. Arsenic: N/A mg./L. Date of sample: 7/15/2005 Collected by: GEG. LtD. B. SEPTIC/HOLDING TANK DATA PUBLIC SEWER Tank Type/Material Date installed _ Tank size gal. Number of Compartments X61outs (Y/N) Foundation cieanout (YM) Pumper C. ABSORPTION FIELD DATA tank (YIN) _ High water alarm (YIN) Date installed Soil rating (g.p.d./ft or ft1bdrm)_ System type Length Width Total depth R. Eft. absorption area _ ft' Monitoring Gravel below pipe Date of adequacy test aewts(Pass/t=as) Fluid depth irpt field before test _ in. Water added _gal. Elapsed Time: —min. Final fluid depth _ in. Absorption rate >= ion over fteld For bedrooms New depth _in. g.p.d. Any rejuvenation treatment (past 12 mo.) (Y/N & type) If yes, give date Municipality of Anchorage Development Services Department J Building Safety Division r Onsite Water & Wastewater Program 4700 South Bragew St. P.O. Box 196050 Anchorage, AK 99519-WSO www.a.anchorage.ak.us (907) 343-79W HEALTH AUTHORITY APPROVAL CHECKLIST Legal Description: GRANITE VIEW SUBDIVISION: LOT 9. BLOCK 8. Parcel ID: 014-301-03 A. WELL DATA Well" PRIVATE If A, B, or C provide PWSIDIF N/A Well Log (YIN) NO Date completed APPROX. 1984 Sanitary seal (YIN)YES Wires property protected (YIN) YES Total depth 110 R. Cased to 40+ R. Casing height (above ground) 12+ in. FROM WELL LOG AT INSPECTION Date of test BOG _ 7/15/2005 Static water level _ ��' R. 84 R. Well production N� g.p.m. 3.0 g,p.m. WATER SAMPLE RESULTS: Coliform :k colonies1100 ml. Nitrate a,� mgJL. Other bacteria �coloniesl100 mi. Arsenic: N/A mg./L. Date of sample: 7/15/2005 Collected by: GEG. LtD. B. SEPTIC/HOLDING TANK DATA PUBLIC SEWER Tank Type/Material Date installed _ Tank size gal. Number of Compartments X61outs (Y/N) Foundation cieanout (YM) Pumper C. ABSORPTION FIELD DATA tank (YIN) _ High water alarm (YIN) Date installed Soil rating (g.p.d./ft or ft1bdrm)_ System type Length Width Total depth R. Eft. absorption area _ ft' Monitoring Gravel below pipe Date of adequacy test aewts(Pass/t=as) Fluid depth irpt field before test _ in. Water added _gal. Elapsed Time: —min. Final fluid depth _ in. Absorption rate >= ion over fteld For bedrooms New depth _in. 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 _in. E. SEPARATION DISTANCES Size in gallons !!Tgq in. High water alarm level at in. Cycles tested Meets alarm & circuit requirements? SEPARATION DISTANCES FROM WELL ON LOT TO: Septic tank/lift station on lot N/A On adjacent lots 100'+ Absorption field on lot N/A On adjacent lots 100'+ Public sewer main '40' +/- Public sewer manhole/cleanout `41' +/- Sewer /septic service line 25'+ Holding tank N/A SEPARATION DISTANCES FROM SEPTIC/HOLDING TANK ON LOT TO: PUBLIC SEWER Building foundation Property line Water main Water warier PUBLIC SEWER Surface water. SEPARATION DISTANCE FROM ABSORPTION FIELD ON LOT TO: Property line--,—: Building foundation W Water service line r Driveway, parking/vehicie storage in Wells on adjacent lots F. COMMENTS cvlcTlur_ G. ENGINEER'S I certify that 1 have determined through Reid inspections and t!' `J ! r* review of Municipal records that the above systems are in conformance with MOA HAA guidelines in effect on this date. Je Go ess. Engineer's Printed Name JEFFREY A. GARNESS'., Date �•eaP••......• •otnsWo HAA Fee $ *%'- ` q3D Date of Payment p i.9-C)G7 �r ReoeiptNumber WU►j '43504 (Rev 12101) Waiver Fee $ _ Date of Payment Receipt Number 09/02/2005 15:49 FAS 9077621878 Lee henry kf e fi>'. i -m Q001 T8 391d of sria-u� 3 ta3sod V0849LZL06 9Z TT SOOZ/IE/L0 e;67 7W ... -nno.:<.a-..n.. /VOTE: WELL IN .4 O• Y/. Q X hi 21- W' 61-14 T4 v li c+t 6X/STING ' ... 70:1- 01-SURVEY SURVEYCERTIRCATION ••+o++��♦� .,♦ Prepared by Robert E. Johns, Jr. & Assoc. PLOTaw ,,�„„ .,,,�.,o,,._, .-P�� OF •• .� ♦ Professional Land Surveyors w M<r•.rM r.•<+.v+. ��<+1 I ••' I B4'[L Ii AVE. .. •..� v N -...r r w u r w s ¢ ' • : * �` ANCHORAGE. 99307 iG�G Yat <!< N> ._ .._«.� 49th Scela 1rr=30r Rm. Lot lOt S.F. A Octe su. V<yaa: 7-15-05 Orc.n 0 Y• Ch<cs<d bK rOUNOATIOII AS-BVLT L....L...,_A..r.....I ' r ,.... "' � �+•�^ •• ••'" •" <""" " r : ROBERT JOHN JK. : / Old: w.0. «-•^�«•H••'•v'•«"'•'•"•�• ♦ 1�`•., 4121-S Oct<Dr<.ne 7-15-75 ST -12334 5-206 T11AL S'RVCnM A -%-BMT ::`Ae^� �/ ••., .• �w ♦,a�<C .............. •••<��1 Lesal Dvcr�itlen: Bloc., F!• Lot;,, lL <+�� r P"�Ml p -7„µm;: ♦♦ '<+<Tcmnd�••• Granite View Subd. ,_. :.......... w* suR�cT SURVEY TYPE SYMBOLS . ❑ II{.JIM&M01 AYBJhT F SET ROARG7 � DRAIAAGE .'=—�' ASPHALT (3 rHAL YmucN A uv -0 Plan RAM ... AS-<UILI, ... U)r vV 'E . . RO W av o FOUND REBAR WOOD FENCC CONCRETE 00 ASSUV.ED EEV. n 'K'x--K• METAL FE-Ja / Ofew A•- • No < - ..!•N A.-- r r M aPPNtAS !1T PLOT PLANS k LOT SURVEYS NOTE: IT IS THE R�PONSBILITY OF THE BUILDER OR OWNER. PRIOP. TO ONLY THOSE IMPROVEMENTS ABOVE GROUND AND VISIBLE WILL BE COH5TRVCTON. TO VERIFY PROPOSED BVILDINC GRACE RELATIVE TO FwsHro GRADE AND UTILITY CONNECTIONS AND TO OETFRMINE SHOWN FSNCCS. WELLS. SEFTIC CLEANOUT$. SIDEWALKS. DRIVCWAYS. ETC.. ARE SHOYIN IN THEIR APPROXIMATC LOCATION. ONLY. SNOW rHE EXISTENCE OF ANY EASEMENTS. COVENANTS OR kESTRICTICMS MAY PRE CNT SOME IMPR0V..MCN1r FROM BDNG SEC" AND LOCATED. WHICH DO NOT APPEAP ON TNC RECORDED SUP.DINSIDN PUT. All DISTAN 5 AP! Rr"I'l FEZ ' UNDER 110 CRCUMSTANCES SHOULD AN AS -BOLT B: USED FOR CONSTRUCTION OP. FOR ESTAWS`aNC BOUNDARY OR FZNCE b4E'S. THE SUgVCYOR TAKES RaPONS'Bi1TY FOR THC IrDTIAL 'RANSACTI0% ONLY ANO ASSUMES IN CI LIA:IUT. C. Y FO? THE COST OF THE SURVEY. ' USTED DISTAIICES PREVAIL OVER SCALING. REPRDDUCHON MAY CAUSE ERRORS IN SCALE T8 391d of sria-u� 3 ta3sod V0849LZL06 9Z TT SOOZ/IE/L0 07-21-05 02:41PM FROM -CUE ESI, SGS ENV SERVICES SCS Rets 1054321001 Client Name Gamess Engineering Group, Ltd. Project Name/# Granite View L9 Blk6 Client Sample ID Granite View L9 Blk6 512trls Mnking Water 9075615301 T-500 P.02/04 F-256 All Dates/Times are Alaska Standard Time PrintedDale/fimc 07/212005 7:39 CollectedDate/ITme 07/152005 10:20 Received Date/time 07/152005 10:55 Technical Director Stephen C. Ede Sample Remarks: 353.2 - CCV/LCS failed high, sample is below the PQL for nitrate. Allowable Prep Analysis Parameter Rendu PQL Unita Mcdtod containttlD Limits Date Date fait Nittnte-N 0.100 U 0.100 mg/L EPA 353.2 B (<=10) 07/15/05 PLW Microbiology Laboratory Total Colifonn cot/l00mL SM209222B A (<-1) 07/15/05 TLF