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HomeMy WebLinkAboutKRAMP BLK 3 LT 5Kramp Block 3 Lot 5 #016-171-14 vv P ) V � /-.- 4 t- / I 6f) (� )1v6e,�) ix- T L os! a, t,4 �)A ) /- c )-L' e, /5z TiZA (0/ V, 61A./9 P MUNK"PAL11Y OF , - �'--T (-- I RECEIVE Pl/ Ir �)A ) /- c )-L' e, /5z TiZA (0/ V, 61A./9 P MUNK"PAL11Y OF , - �'--T (-- I RECEIVE I EPHRTMENT 0r HE9LTH HND ENVIRONME�THL ��3TECTlON O25 'L' STREET, HNCHORRGE/ HK99581 264�4720 I A WT 1. K lit' 1 Z PERMIT NO ( S202]0 ) HPPLIGAM ROUNDMOUSE BUILDERS I-1 SRH 8OX 15612 ]45~]875 L�COTIOM MORTH RHVEN LEGHL L5 B] KRHMP S/D LUT SIZE 12900 SQURRE FEET MINIMUM DISTHNCE BETWEEN H HELL HND HNY UN -SITE SENHGE DISPOSHL SYSTEM IS 100 FEET FOR H PRIVHTE WELL OR 15G % 208 FEET FROM H PU8LlC NELL DEPENDING, UPON THE TYPE OF PU8LIC WELL 11I011011-101 DlSMAKE FROM H pit IVHTE WELL TO H PRlVHTE SEWER LIWE IS 25 FEET HND TO H COMMUNITY SEWER LI11E lS 75 FEET. WELL LOGS FARE REQUIRED HND MUST 8E RETURNED TO THE DEPHRTMENT WITHIN ]8 DHYS OF THE WELL COMPLETION OTHER REQUIREMENTS MAY RPPLYMCA IFIC8TIWAS: HND CONSTRUCTIOM DIHGRHMS HRE HVHlLHBLE TO INSURE PROPER lNSTHLLHTIOf? 1=1 TE� lot 141 1: A JET Y Z NO 1: FQ T�n OR TO K 11) iH IV I W I�E R! ���11.. I CER7IFY THHT 1 I HM FHMILIHR WITH THE REQUIR2MENTS FOR OOSITE SENERS HND NB.LS FS SET FORTH BY THE MUNICIPHLITY OF HNCHORHGE, 2 I WILL ISKS TRLL THE SYSTEM IN HCCORDHNCE 1.11 IH THE CODES SICITED :~~~���... ..... ~`--....... ... ... ..... ........... _�~ HPPLI(AW T ROUND~HOUSE BUILDIARS INC lSSUED BY' ___DHTE^ ___ V��0 MAJ sOnvif. PO A 11 F I III L ON MAJ A ICA 5i i j ON vs i:. WON Y ;I TWO r111D 300 }1`:i -"A 01 IA 7:)i•-_. BY J. OR L 59 10 ahs VS. N 0� no: POn I Q WA ':4i to POW A C__. ::;�'i - :1 �_j 0 41 WON& 11 W 15:04107 r f W poll. 02 KW PUY 0710:67FYWV A I I file ;'w:r 11 1 1 An- Mv! V jo4y Qvqll %, KPOYACIgmak"; ly, ngjj(yq� - 01 f 1 ill sm K HAI 1 04 milfl. Ps M Ill lip! Q0jM;?QTS'H_ -1 11 i Cy f i;: jel 11: f r% A E 2? IT As y! M0 T q r I I f U o FVA j PC W�RY M MIARP1147fit HIM INT O?WT. 4" '1 1 t VON: r I poll I lilt wo.; 1:1 my Ito, 11 tJ .'fX' Municipality of Anchorage Development Services DepartmAnt Building Safety Division On -Site Water 8 Wastewater Program 4700 Bragaw Street P.O. Box 196650 Anchorage, AK 99519-6650 www.muni.org/onsite (907)343-7904 CERTIFICATE OF ON-SITE SYSTEMS APPROVAL FOR A SINGLE FAMILY DWELLING r� Parcel I.D. N10-1 `I -I- 9 COSA# 010301 1. GENERAL INFORMATION Expiration Date: I% — 0� Complete legal description KRAMP SUBDMSION: BLOCK 3, LOT 5 Location (site address) 11900 NORTHERN RAVEN • ANCHORAGE. AK 99516 Current Property owner(s) MIKE do CHARITY TRIOLODay phone 348-7404 Mailing address Lending agency Mailing address Real Estate Agent Mailing address 11900 NORTHERN RAVEN • ANCHORAGE. AK 99516 Day phone FSBO Day phone Unless otherwise requested, COSA will be held by DSD for pickup. 2. NUMBER OF BEDROOMS: 3 3. TYPE OF WATER SUPPLY: TYPE OF WASTEWATER DISPOSAL: Individual Well Individual On-site 0 Individual Water Storage ❑ Individual Holding tank ❑ Community Class Well ❑ Community On-site ❑ Public Water System ❑ Public Sewer ❑ i The Municipality of Anchorage Development Services Department (DSD) Issues Certificates of On -Site Systems Approval (COSA) based only upon the representations given in paragraph 4 by an Independent professional civil engineer registered in the State of Alaska. Certificates of On -Site Systems 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 COSAs upon request to homeowners. Certificates of On -Site Systems 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 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 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. Phone 337-6179 Address 3701 E. TUDOR ROAD, SUITE 101 • ANCHORAGE AK 99507 Engineer's Printed Name JEFFREY A. GARNESS, P.E. Date _61-J707 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 & 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 sola benerrt of the owner listed above. Any reliance upon or use of this report by any other person or party is not authorized, nor will it confer any legal right whatsoever. 5. DSD SIGNATURE Approved for �3 bedrooms. Disapproved. 'np. .......je ........�J r yAass.: 9,5 / Conditional approval for bedrooms, with the fllowing stipulations: Attachments: COSA Checklist Septic System Advisory Well Flow Advisory Nitrate Advisory (Rw. 11m) Arsenic Advisory Maintenance Agreements Supplemental Engineer's Reort Other �QPV�• •• •'•yob ON-SITE WATER AND WASTEWATER • PROGRAM o. Original Certificate Date:_3— / q —07 Municipality of Anchorage • Development Services Department Building Safety Division On -Sita Water & Wastewater Program 4700 Bragaw Street P.O. Box 198650 Anchorage, AK 995198850 www.muni.orglonsite (907) 3437904 CERTIFICATE OF ON-SITE SYSTEMS APPROVAL CHECKLIST Legal Description: KRAMP SUBDIVISION, BLOCK 3, LOT 5 Parcel ID: 0/6 – 1 7 /– I # A. WELL DATA Well type PRIVATE If A, B, or C provide PWSID# N/A Date completed 5/1982 Sanitary seal (Y/N) YES Total depth 123 ft, Cased to 40+ ft. FROM WELL LOG Date of test 5/1982 Static water level 50 ft. Well production 10 — 9–p.m–Wel l Log (YM) YES Wires property protected (Y/N) YES Casing height (above ground) 12+ in. AT INSPECTION 7/31/2007 36 ft, 8.6 g.p.m. WATER SAMPLE RESULTS: – .CD. 10 Coliform ___4_ colonies/100 ml. Nitrate mg./L. Other bacteria colonies/100 ml. Arsenic: 19• a ug./L. Date of sample: 7/27/2007 Collected by: GEG Ltd. S. SEPTICIHOLDING TANK DATA Tank Type/Material Tank size gal. Foundation cleanout (YM) PUBLIC SEWER Date installed Number of Compartments (YM) _ High water alarm (Y/N) C. ABSORPTION FIELD DATA PUBLIC SEWER Date installed Soil rating (g.p.d./feor ft'/bdrm)_ System type Length ft. Width ft. Gravel bell o ft. Total depth ft. Eft. absorption area_ ft' Monitoring to Depression over field Date of adequacy test Results ail) For bedrooms Fluid depth in absorption field before _ in. Water added _gal. New depth _in. -_"- Elapsed Time:Final fluid depth _ in. Absorption rate >= g.p.d. treatment (past 12 mo.) (Y/N & type) If yes, give D. LIFT STATION Date installed Size in gallons Manhole/Access (Y! "Pump on" level at _in. 'Pump off" leve High water alarm level at in. Cycles tested Meets alarm & circuit requirements? E. SEPARATION DISTANCES SEPARATION DISTANCES FROM WELL ON LOT TO: Septic tank/lift station on lot N/A Absorption field on lot N/A Public sewer main "'60' PER ASBUILT *SEE ATTACHED M.O.A. LETTER ,�SEE ATTACHED D.E.C. LETTER On adjacent lots 100'+ On adjacent lots 100'+ Public sewer manhole/cleanout '64' Sewer /septic service line 25'+ Holding tank N/A Animal containment areas 50'+ Manure/animal excrete storage areas 100'+ SEPARATION DISTANCES FROM SEPTICIHOLDING TANK ON LOT TO: PUBLIC SEWER Building foundation Property line Absorption Water main Water SEPARATION DISTANCE FROM ABSORPTION FIELD ON LOT TO: Property line Water service line F. COMMENTS Surface PUBLIC SEWER Building foundation Water main Surface water Driveway; parkingivehicis storage Wells on adjacent lots G. ENGINEER'S CERTIFICATIONF_ ".'•• I car* that 1 have determined through field inspectfons and y J..0 review o/Municipal records that the above systems are inconformance with MOA COSA guidelines in effect on thisdate. y A. ess." Engineer's Printed Name JEFFREY A. GARNESS "yE—j9C ' Date fe I7I o% COSA Fee $ I SO • C) Waiver Fee $ Date of PaymenX I'l107 Date of Payment Receipt Number dq l Receipt Number (Rw. 11M) Municipality of Anchorage • Development Services Department Building Safety Division ' On -Site Water and Wastewater Program 4700 Bragaw Street P.O. Box 196650 Anchorage, AK 99519-6650 www.muni.org/onsite (907)343-7904 Arsenic Advisory Certificate of On -Site Systems Approval # 070309 A Certificate of On -Site Systems Approval inspection and test of potable water was recently conducted on the well water supply on Block 3, Lot 5 of Kramp Subdivision. This inspection revealed an arsenic concentration of 19.2 micrograms per liter (ug/L) for the property's well water sample. The Environmental Protection Agency (EPA) has established a maximum contaminant level (MCL) of 10.0 ug/L for public drinking water systems. While private wells are not subject to this regulation, EPA standards are based on existing health information and can therefore be used to gauge the relative quality of water from private wells. Information on arsenic is available from the On -Site Water and Wastewater Program website (www.muni.or /og nsite) or at 343-7904. This advisory must be attached to all copies of the subject Certificate of On - Site Systems Approval. ANALYfICA GROUP Gamess Engineering Group, Ltd. Attn: Jody GEG, Ltd. 3701 E Tudor Road, Suite 101 Anchorage, AK 99507 907-337-6179 Far: 907-338-3246 Client Sample ID: Sampling Location: 11900 Northern Raven Client Project: Private Well Testing Sample Matrix: Aqueous COC #: PWS#: Residual Chlorine: Comments: Labff: A0707347-OIA Analytica International, Inc. 4307 Arctic Blvd. Anchorage, AK 99503 Phone: 907-258-2155 Fax: 907-258-6634 Report Date: 8/3/2007 Receipt Date: 7/27/2007 Sample Date: 7/27/2007 Sample Time: 11:30:OOAM Collected By: Kyle Fla,, Definitions: MRL = Method Reporting Limit MCL = Maximum Contaminant Limit B = Present also in Mcthod Blank I1= Exceeds Regulatory Limit M = Matrix Interference 1= Estimated Value D = Lost to Dilution •• = RL higher than MCL; target not detected TNC = Too Numerous to Count - result rejected CF = Confluent Growth - result rejected TCNG = Turbid Culture No Growth - rejected Analysis Method Prep Prep Analysis Parameter Result Units Flags MRL MCL Method Date Date Analyst 92238 -PA (Aqueous) - Coliforms in DW Test was conducted by: Analytica -Anchorage E. Coli Pass PASS/FAI 1.0 / 727/2007 7/27/2007 PL L Total Coliform Pass PASS/FAI 1.0 L Lab": A0707347-OIB 727/2007 7272007 PL Analysis Method Prep Prep Analysis Parameter Result Units Flags MRL MCL Method Date Date Analyst 4500-NO3E (Aqueous) - Nitrate Test was conducted by: Analytica -Anchorage Nitrate as N <MRL mg/L 0.10 JO 7282007 7282007 AJ Lab#: A0707347 -OIC Analysis Method Prep Prep Analysis Parameter Result Units Fla.'s MRI. MCL Method Date Date Analyst 200.8200.8 (Aqueous) - Family Well Water 1 Test was conducted by: Analytica -Thornton Arsenic e Fzt— / Reported by: Krissy Plem, Laboratory Project Manager 19.2 ug/L 11 0.15 Page 1 of 1 10 200.8 7/312007 8/12007 KS 9 h� MUNICIPALITY OF ANCHORAGE ° DEPARTMENT OF HEALTH & HUMAN SERVICES rc5 Division of Environmental Services On -Site Services Section P.O. Box 196650 Anchorage, Alaska 99519-6650 343-4744 CERTIFICATE OF HEALTH AUTHORITY APPROVAL FOR A SINGLE FAMILY DWELLING Parcel I.D.# 61�—/ ?��`14f HAA#�rir� 1. GENERAL INFORMATION If Complete legal description L7 Sr Location (site address or directions) Vv0i27',qE9n�. RAvr.N r2. NC44) Property owner ��Gf �N� rsW Day phone Sys ^SoYz Mailing address _ Lending agency Day phone Mailing address Agent E f4 SIM62Sa-) Day phone Address ''9 P(Ic pF... 155 Unless otherwise requested, HAA will be held for pickup. 2. NUMBER OF BEDROOMS: 7�/e4ff N 3. TYPE OF WATER SUPPLY: Individual well Community well Public water NOTE: If community well system, provide written confirmation from State ADEC attest- ing to the legality and status of system. 4. TYPE OF WASTEWATER DISPOSAL: Individual on-site Holding tank Community on-site Public sewer NOTE: if community wastewater system, provide written confirmation from State ADEC attesting to the legality and status of system. 72-025 (Rov. 1/91) Front MOA #21 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 furtherverify 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. Alaska Water & Wasteware Name of Firm „__. /�L TTi_ !+L _1 _ Address Engineer's signature 6. DHHS SIGNATURE Approved for i rl�,E F bedrooms. Disapproved. Phone — 3 � i 7'7 Date 3 // 1i 6 Conditional approval for bedrooms, with the following stipulations: Additional Comments Date 3 ' 1 Z ' 98 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. 72-025 (Rev. 1/91) Back MOA x21 Municipality of Anchorage I1 , DEPARTMENT OF HEALTH & HUMAN SERVICES 00*— Environmental Services Division 825 L Street, Room 502 • Anchorage, Alaska 99501 • (907) 343-4744 Health Authority Approval Checklist Legal Description: f_j3LK 3, KOW X10 Parcel I.D.:OM- / ;V—Py A. WELL DAT %,,,7-,- Well type If A, B, or C, attach ADEC letter. ADEC water system number Log present ON) ES Date completed 5 aq- PEa.Ecc ioG Total depth 12,3 / _ Cased to /a23 Casing height (above ground) `/ TNS -TAA &P '/ Sanitary seal 6/N) _ IES ( d -AI 98 Wires properly protected &N) YES _ FROM WELL LOG AT INSPECTION Date of test Static water level Well production g.p.m. t — 9 -p.m - WATER SAMPLE RESULTS: Coliform Nitrate Q • M • , Other bacteria Date of sample: 0'9n Collected by: a-1 Csw.�� B. SEPTIC/HOLDINGTAANK DATA 'PUSuL Date installed Foundation cleanout (Y/N) 101 C. AB PTION FIELD DATA N/�} Date installed Length Width Effective absorption area Date of adequacy test Pumper SrWEti Number of iression (Y/N) ?CAeA (C- S- wEfL Soil rating (g.p.d./ft2 or ft2/bdrm) Gravel thickness below Cleanouts (Y/N)-- m Y/N)_ m type Total depth Tube pr nt (Y/N) Depression over field (Y/N) For bedrooms Fluid depth in absorption field befost (in.); Immediately a gal, water added (in.): _ Fluid depth �hs)tes later: Absorption rate = g.p.d. Peroxide ment (past 12 months) (Y/N) If yes, give date _ \ (Rev. 3/96)` D. LIF ION Date installed Manhole/Access (Y/N) High water alarm level at* E. SEPARATION DISTANCES on" I *Datum SEPARATION DISTANCES FROM WELL ON LOT TO: Size in gallons "Pump off" level at* Foundation Property line _ Surface water CES FROM SEPTIC/HOLDING TANK ON LOTTO:/J/4 �u to Si Property in Absorption field line Surface water/drainage Wells on adjacen ANCE FROM ABSORPTION FIELD ON LOTTO: �/� ./%g(/C ScWf'_/L n Wells on adjacent lots area F. ENGINEER'S CERTIFICATIONSof` A77Ac,4Eo S� wpd . Asrourc-7 14t -)D L P � ADG77EK f certify that i have in conform ce c Signature ID}-(aED 75ANUAay 14 11-18`I tfield inspections and review of Municipal record�,tha,` '3 ines in effect on this date. HAA Fee $ 6-0 5b Waiver Fee $ Date of Payment �� /Z�% C� Date of Payment Receipt Number%��� Receipt Number 72-026 (Rev. 3/96)* lots d1, Septic/holding tank on lot114 On adjacent Arption field on lot /✓�� On adjacent lots x.%04 7/ 6`/' FrEi-o MSaS. Public sewer main nI1 60 +� tf f -3AlCt Public sewer manhole/cleanout To AA•�1. Ceu&2 . Sewer /septic service line aZs Lift station Ni7i Foundation Property line _ Surface water CES FROM SEPTIC/HOLDING TANK ON LOTTO:/J/4 �u to Si Property in Absorption field line Surface water/drainage Wells on adjacen ANCE FROM ABSORPTION FIELD ON LOTTO: �/� ./%g(/C ScWf'_/L n Wells on adjacent lots area F. ENGINEER'S CERTIFICATIONSof` A77Ac,4Eo S� wpd . Asrourc-7 14t -)D L P � ADG77EK f certify that i have in conform ce c Signature ID}-(aED 75ANUAay 14 11-18`I tfield inspections and review of Municipal record�,tha,` '3 ines in effect on this date. HAA Fee $ 6-0 5b Waiver Fee $ Date of Payment �� /Z�% C� Date of Payment Receipt Number%��� Receipt Number 72-026 (Rev. 3/96)* A\lla slkal Water & Wastewater ra« v RVICEs oivisL. 7320 East Chester Heights Circle — Anchorage — Alaska 99504 Phone (907) 337-6179 — Fax (907) 338-3246 MAR Q 2 "4998, Consulting Engineers March 2, 1998 Municipality of Anchorage Department of Health & Human Services Division of Environmental Services On -Site Services Section P.O. Box 196650 Anchorage, Alaska 99519-6650 Subject: HAA for Private Well at Lot 5, Bk 3, Kramp S/D. To whom it may concern: 11FCFIVI-.D ae •erHe eerfr .. 2 �`•. Je eyA.G � �� CE -7953 �c m ePoe.reM1 118 %�'R O FE o The subject lot has a 3 bedroom house on it which is served by a private well and AWWU sewer. The results of the field investigation and adequacy test are summarized as follows: A. WELL: On the clay of our inspection (2/20/98) the static level was 35 feet below the top of the casing (B.T.C.). Water was pumped from the well at an average rate of 7.4 gpm for 120 minutes (888 gallons). The maximum drawdown attained was 43 feet B.T.C. (8 foot drop). After the pumping was stopped the well recovered completely in approximately 6 minutes. Based upon this data it was determined that the capacity of the well exceeds the Municipal requirements for a 3 bedroom house (450 gallons per day), and produces greater than 720 gallons in less than 4 hours (FHA financing requirement). B. SEPARATION DISTANCE FROM THE WELL TO AWWU SEWER MANHOLE: When AWWU installed the sewer line which serves Kramp S/D, they were granted approval fiom ADEC to install the sewer main 60 feet from the well, and the sewer manhole 75 feet from the well. Attached is a copy of AWWU's as -built drawing, which shows the well approximately 60 feet from the main, and approximately 70 feet fi-om the center of the manhole. We exposed the manhole lid, and measured the separation distance to well to be 64 feet. We were unable to find any documentation at AWWU reflecting that the existing separation distance was ever approved by ADEC. Since the subject encroachment was no fault of the property owner, it is reasonable to assume that AWWU should be responsible for obtaining the necessary waivers. In the interim, we are requesting that DHHS issue the HAA for the subject property. •_c a< ,4 g�GS;� ,ane u'.. p e 9VB ne :n a �a aeoaLe •re rr In ae •erHe eerfr .. 2 �`•. Je eyA.G � �� CE -7953 �c m ePoe.reM1 118 %�'R O FE o The subject lot has a 3 bedroom house on it which is served by a private well and AWWU sewer. The results of the field investigation and adequacy test are summarized as follows: A. WELL: On the clay of our inspection (2/20/98) the static level was 35 feet below the top of the casing (B.T.C.). Water was pumped from the well at an average rate of 7.4 gpm for 120 minutes (888 gallons). The maximum drawdown attained was 43 feet B.T.C. (8 foot drop). After the pumping was stopped the well recovered completely in approximately 6 minutes. Based upon this data it was determined that the capacity of the well exceeds the Municipal requirements for a 3 bedroom house (450 gallons per day), and produces greater than 720 gallons in less than 4 hours (FHA financing requirement). B. SEPARATION DISTANCE FROM THE WELL TO AWWU SEWER MANHOLE: When AWWU installed the sewer line which serves Kramp S/D, they were granted approval fiom ADEC to install the sewer main 60 feet from the well, and the sewer manhole 75 feet from the well. Attached is a copy of AWWU's as -built drawing, which shows the well approximately 60 feet from the main, and approximately 70 feet fi-om the center of the manhole. We exposed the manhole lid, and measured the separation distance to well to be 64 feet. We were unable to find any documentation at AWWU reflecting that the existing separation distance was ever approved by ADEC. Since the subject encroachment was no fault of the property owner, it is reasonable to assume that AWWU should be responsible for obtaining the necessary waivers. In the interim, we are requesting that DHHS issue the HAA for the subject property. If you have any questions, please contact me at 337-6179, or 244-9612. Thank you for your c.c. Brent English Dynamic Properties, Beth Simpson fiFt-" < <l ; BILL SHEFFIELD, GOVERNOR a DEPT. OF ENVIRONMENTAL CONSERVATION a Telephone: (9o7)274-2533 y address: 437 E. Street Suite 200 Anchorage, AK 99501 January 19, 1984 Mr. Alfred E. Sunquist, P.E. Anchorage, Water & Wastewater Utility 3000 Arctic Boulevard Anchorage, Alaska 99503 Dear Mr. Sunquist: Subject: Kramp LID X6146 Waiver Request RECEIVED .SAN 2 3 1984 Anch. Water & Wastewater Enaineerina Div. The following waivers are granted for the horizontal separation distances between private wells and public sewer lines and manholes. The waivers are conditional on the fact that the sewer line and manholes be constructed as dictated in your waiver request letter, same subject, dated December 8, 1983. Lot 6, Block 3: Waive horizontal well to sewer line separation from 75 ft 50 ft. Waive the horizontal well to manhole separation from 100 ft to 95 ft. Lot 5, Block 3: Waive horizontal well sewer separation from 75 ft to 60 ft. Waive the horizontal well to manhole separation from 100 ft to 75 ft. Lot 4, Block 3: Waive the horizontal well to manhole separation from 100 ft to 95 ft. Lot 5, Block 2: Waive the horizontal well to sewer. -line separation from 75 ft to 70 ft. Lot 9, Block 2: Waive horizontal separation between well and sewer line from 75 ft to 34 ft. Waive horizontal separation between well and manhole from 100 ft to 75 ft. Sincerely, C:� Bruce E. Erickson Environmental Engineer BEE/msm > I � 8 21 Chi -__�- s z VE4 - MoN FSI~ r �.I , ° NU. G N 30 30 RET. PRI`/ATEj a WALL WELL r- * 5 ZI, / r'RIVA >1 WELL ?RIVATF 1 i WELL 44 yF R.t3 \ �\ \ o s. TNI za ,- --�__ PIN 300.00L.F 810.7 CL 50 OF' - -- i'ING NMOLE :XISTING FRIv'ATC I i IWEI!. O I O j i PRIVATE WELL `It /G (I L Ll �_ r I`*r.a----�-- S w GAS .n a-ui ,n t 101 I, 4 469 f1 t`' PRIVATE U)I ` WELL I / �. rn I�1 /232.2 l ' 0 P.P. /0 227.3' IM f PRN.A.Tt 4/ELL MUNICIPALITY OF ANCHORAGE Department of Health and Human Services P.O. Box 196650 Anchorage, Alaska 99519-6650 Note to File Kramp Subdivision Lot 5, Block 3 I have reviewed the HAA submitted on March 2, 1998 for this property. The waiver granted by the ADEC was for 75 feet from the subject well to a sewer manhole along Northern Raven Drive. Mr. Gayness found the actual separation was 64 feet from the well to the edge of the manhole cover. The separation distance from the well on Lot 5, Block 3 Kramp is hereby waived to 60 feet to the sewer manhole on Northern Raven Drive and Trisha Avenue for the following reasons: There are waivers existing to the sewer line along Northern Raven Drive, including it's manholes, indicating special construction. The water test results from the well on the subject lot show no indication of contamination. t „L-0-0 CA -H fs) o' P14. Time Time e QL_A2 _ Date Date Date Inspector Inspector Inspector Comments Conditional Approval MUNICIPALITY OF ANCHORAGE :O E J ENVIE[ : d l .. RE Co E IV ED 1 G` �l Date Sewer Installed Permit No. Septic Tank Size Holding Tank Size Soils Rating v Well To Absorption Area Well Log Received Well to Tank APPLICANT PILLS OUT LOWER HALF ONLY Property Owner—CTJ N j5--Tro -MILIM M' Phone MailingAddress SRA Box 1561-Z, Anchorage, AK. 99507 345-387-) Buyer Address Lending Institution Alaska Mutual Bank � Phone Address 1301 W- 31st cot., Anchorage, AIC. 99503 27542551. Realty Co. & Agent Century 21 heritage Holfles , Peter Jarra:tt Dottie Phone Address 207 E. Northern Ligr�hts Blvd.o, Imch. 99503 Harness 276-1333 Legal Description 0�-� © 1 , iY at—np-13 �_on Street Location Northern , Raven Type of Residence X Single Family 3 ❑ Multiple f=amily No. of Bedrooms J Other_ Wafer Supply IndividualO11 ATTACH WELL LOG. A well log is required for. all wells drilled since; June ti e'o Aid. Community 1975. For wells drilled prior to that date, gWe well depth (attach log if _❑ Public Utility � available.) m Sewage Disposal Individual Year Individual Installed: _ Public Utility When Connected to Public Utility:_+-d,� , y .r� y� s ❑ Holding Tank