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Home My WebLink AboutGALATEA ESTATES BLK 1 LT 3Galetea Estates Block 1 Lot 2 & 3 #014-103-64 08/27"2014 06:49 907-345-0202 ALPINE DRILLING PAGE 01/51 Municipality of Anchorage Community Development Department On -Site Water and Wastewater Program 4700 Elmore St. - P.O. Box 195650 Anchorage, AK 99519-8850 • http:lAvww.muni.org/onsite - (907) 343-7904 Well Decommissioning Log Legal Address, r Subdivision a� Z Block / Lot T____ _ R_ _ Section Lot Or-elte Water & Wastewater Program cantfied contractor performing the welt decommissioning: Name Signature: Company p �y Well decorrolissioning date li — r,,. Method ofdeCommissiorung: AMC 115.WNOL1 a. ❑ b. L] c. Location: Use the space below to provide a drawing of the property shovAng the fmiowtng items; North arrow • Decommissioned well, • Otherwaterwatls an the property, Two separate swing-tle distances for earn well shrnvn on the drawing, Ncte. The swing -de distances shall M hleaeurad from either permanent structures or the property corners � � r ti ti u1 rflcanmtmity LIM10pmeMlDevelOpment Servicea%Building SafetylOn Site Water and WastewaterWorrnst0lient FonnslWetl Dscommislcnln£ form.dve 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 CERTIFICATE OF HEALTH AUTHORITY APPROVAL FOR A SINGLE FAMILY DWELLING Parcel I.D. (14- HAA # 05 05195 Expiration Date: " �1 1. GENERAL INFORMATION , Complete legal description ,:Vd bra .� �LOGK 1 Location (siteaddress or directions) v13 3 % E ?07 ~� 6J', ZPif hS e . .. 99So Current Property owner(s) _�j�r6/N Day phone Mailing address Bx Aa/_!U-7 Lending agency ~A r /�/�f� Day phone Mailing address Real Estate Agent Mailing Address ii ' iiki io W/FAJ a/F• 00 Unless otherwise requested, HAA will be held by DSD for pickup. 2. NUMBER OF BEDROOMS: 3. TYPE OF WATER SUPPLY: TYPE OF WASTEWATER DISPOSAL: Individual Well Individual On-site ❑ Individual Water Storage ❑ Individual Holding tank ❑ Community Class Well ❑ Community On-site 1� Public Water System ❑ Public Sewer ul 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 sample results. (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 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 MIR 74< 0&r$,1X/ .54XV/,F:5 Phone_,f��'�'6d"d Address Engineer's Printed Name 7Ao1l MAS L. Q�T�"�' 5. DSD SIGNATURE ✓ Approved for �?_ _ bedrooms. Disapproved. Date GVH Conditional approval for bedrooms, with the following stipulations: Htiacnments: HAA Checklist X Maintenance Agreements Septic System Advisory Supplemental Engineer's Report _X Well Flow Advisory Other X By: W, Original Certificate Date: (Rev. 01102) 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 HEALTH AUTHORITY APPROVAL CHECKLIST Legal Description: 6rA A TFA 5�Q �OT�T ��%(1 Parcel ID: o 3 A. WELL DATA Well type If A, B, or C provide PWSID # by,ElL Date completed:t6glOS Sanitary seal (Y/N) Total depth 2a ft. Cased to 14 FROM WELL LOG.a c�tlye6 14/� r� lo9l, d Date of test —�If1' Static water level Well production g.p.m. Well Log (YIN) Wires properly protected (Y/N) Z Casing height (above ground) 1.7 in. AT INSPECTION N lt 9— p.m- WATER SAMPLE RESULTS: SO,F /97 j f011,F07 7`,ErS7- /C,95SU4 TS / rT/y�d o2 09 h Coliform colonies/100 ml. Nitrate 01-15mg.n. Other bacteria colonies/100 ml. Arsenic: mg./l. Date of sample: io&/0,! Collected by: %46 B. SEPTIC/HOLDING TANK DATA Cll y ''E K1151C Tank Type/Material NON0 ®/V Date installed Tank size gal. Number of Compartments _ Cleanouts (Y/N) Foundation cleanout (Y/N) _ Depression over tank (Y/N) _ High water alarm (Y/N) Dale of pumping Pumper C. ABSORPTION FIELD DATA c/TY S)EWER &if401gr49 Date installed %ytoT , , Soil rating (g.p.d./ftz or ftz /bdrm) _ Length ft. Width System type ft. Gravel below pipe ft. Total depth _ ft. Eff. absorption area ftz 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 p� Date installed Size in gallons 'Pump on' level at _ in. "Pump off' level at _ in. Datum E. SEPARATION DISTANCES Cycles tested Manhole/Access (YIN) High water alarm level at Meets alarm ti circuit requirements? in. SEPARATION DISTANCES FROM WELL ON LOT TO: /}//k 0.7 9 C Septic tank lift station on lot N On adjacent lots �� Absorption field on lot 6ff On adjacent lots Public sewer main /07" Public sewer manhole/cleanout OLIM N�Sewer /septic service line Holding tank SEPARATION DISTANCES FROM SEPTIC/HOLDING TANK ON LOT TO: Building foundation Water main Wells on adjacent lots Property line Water service line Absorption Surface water SEPARATION DISTANCE FROM ABSORPTION FIELD ON LOT TO: /Y/�' Property line Building foundation Water main Water Service line Surface water Driveway. parking/vehicle storage Curtain drain Wells on adjacent lots F. COMMENTS 7.F G. ENGINEER'S CERTIFICATION WEAL WATER TL�,i T Kik COLLECT/O�/ *�49t� �l�EV� I certify that I have determined through field inspections and review of Municipal records that the above systems are in conformance with MOA HAA guidelines in effect on this date. Tian, Co. Engineer's Printed Name J/f(OM�S B,fierAro< cJ� CE • 8054 Date OP'�►E._ sstoN*�I HAA Fee $ La W Date of Payment j STs Receipt Number %(22,--Z _\P�21� (Rev. 17/01) Waiver Fee $ Date of Payment Receipt Number Y% LOT 7 LOT 6 70.0' N 89.33'00' E 10' Ut0 Es.! 70.0' 5.0 a — VELLll < i — LOT 3 It s'" HOUSE W 1J 14.0 0. c N b b 12.3 0 LOT 1 >' LOT 2 EC ab e � )p LOT 4 8 z 26.8 z 70.0' glI VAV z 70.0' N 89.59'00' E EAST 72ND Avenue, 0 FOUND 5/8 REBN2 NOT FOUND ® NOT FOUND r .bchtnl $. 14. fY• f,T•Ir ' 1.5 - CLW ASBUILT CERTIFICATI❑N EXCLUSI❑N I HEREBY CE IFY THAT I HAVE SURVEYED THE SHOWN IT IS THE RESPONSIBILITY OF THE OWNER TO DETERMINE THE EXISTENCE OF ANY PR PER Y A HAT N ENCROACHMENTS EXIST EASEMENTS, COVENANTS, OR RESTRICTIONS S ND WHICH DO NOT APPEAR ON THE RECORDED SUBDIVISION PLAT. UNDER NO CIRCUMSTANCES SHOULD ANY DATA HEREON BE USED FOR MI HAE AHLER, L CONSTRUCTION OR FOR ESTABLISHING BOUNDARY OR FENCE LINES. DR WN SC LE DAT SHEET LOTS 2 & 3, BLOCK 1, B 1 S.W. 1'=50 I1/2i05 1/I GALATEA ESTATES ALASKA CONSTRUCTI❑N SURVEYS, LLC FOR 4141 B STREET, STE 203 HIKE STEINER ANCHORAGE; ALASKA 99503 ANCH E. ST ANCHORAGEE , AK 344-5505 w;1 t f'r�ot tcT�� N Il Fo ,.ATTOP CnM & ENVIRONMENTAL ENGINEERING • ENERGY CONSERVATION & ANALYSIS THEODORE F. N100RE, P.E. HE (907) 345.1355 Michael and Bonnie Steiner P.O. Box 231413 Anchorage, AK 99523-1413 Dear Mr. and Mrs. Steiner October 25, 2004 14530 EC110 ST. ANCHORAGE, ALASKA 99516 Per the request of Larry Keller with Prudential Vista Real Estate, on October 25. 2004 1 conducted an adequacy test of the water supply system serving Lot 2, Block 1, Galatea S/D, located at 2327 East 72nd Avenue. While the well yield is adequate for a single-family residence, I have so far been unable to obtain sufficient information to support issuance of either a Municipal or a State Health Authority Approval (HAA) certificate. The following is a report of my test procedure and findings. I was unable to find any information pertaining to your water system from the Municipal files for on-site systems serving single-family residences. Prior to arrival on-site to conduct the test I was unaware that the well serves not only the presently vacant Lot 2, but also a single family residence on Lot 3. Wells serving more than a single-family residence are classified as community well's and are regulated by the State Department of Environmental Conservation (DEC) instead of the Municipality. 1 then went to the State DEC office to research information that might have been recorded regarding this community well, but was unable to find any records that it was ever approved by that office. While there 1 was informed that unfortunately, due to budget constraints, the State DEC is not currently processing applications for approval of small community water systems such as yours. Without a well driller's log it is impossible to know how deep the well is or what its production was at the time of drilling. Secondly, unlike most wells in Anchorage, the wellhead for this well is located inside a well house, and the water line from the pump comes vertically up through the well seal instead of through a pitless adapter. This means that it is impossible to remove the well seal and measure the static water level during the course of the test. Accordingly, the only indication of the well production is the amount of water that can be drawn from the system over time. In order to assess the well yield I ran the pump for 215 minutes, during which period the well produced a total of 634 gallons of water for an average pump rate of 2.9 gpm. The initial pump rate was close to 5 gallons per minute; however it gradually slowed to 2.5 gpm at the end. I think the reduced flow rate was a result of gradual clogging of an in-line filter rather than a reflection of the actual well production. Nevertheless, in the absence of other data, I can only certify that the well is able to produce 2.5 gpm. This yield is adequate for a single-family residence, but is quite low for a community water system, and could cause limitations to the amount of water available to one or the other of the units it serves. Perhaps regular replacement of the filter could result in a greater available well yield. The separation distances from the well to the public sewer and manholes appear to be adequate for either a single-family or a community well, however it is not clear whether the separation distance to the private sewer line from the house on Lot 3 is the required 75 feet away from its community well. The survey provided to me by Mr. Keller is not an as -built survey showing the locations of the structures TECH tICAL:SERL_ CnM & ENVIRONMENTAL ENGINEERING • ENERGY CONSERVATION & ANALYSIS THEODORE F. N100RE, P.E. HE (907) 345.1355 Michael and Bonnie Steiner P.O. Box 231413 Anchorage, AK 99523-1413 Dear Mr. and Mrs. Steiner October 25, 2004 14530 EC110 ST. ANCHORAGE, ALASKA 99516 Per the request of Larry Keller with Prudential Vista Real Estate, on October 25. 2004 1 conducted an adequacy test of the water supply system serving Lot 2, Block 1, Galatea S/D, located at 2327 East 72nd Avenue. While the well yield is adequate for a single-family residence, I have so far been unable to obtain sufficient information to support issuance of either a Municipal or a State Health Authority Approval (HAA) certificate. The following is a report of my test procedure and findings. I was unable to find any information pertaining to your water system from the Municipal files for on-site systems serving single-family residences. Prior to arrival on-site to conduct the test I was unaware that the well serves not only the presently vacant Lot 2, but also a single family residence on Lot 3. Wells serving more than a single-family residence are classified as community well's and are regulated by the State Department of Environmental Conservation (DEC) instead of the Municipality. 1 then went to the State DEC office to research information that might have been recorded regarding this community well, but was unable to find any records that it was ever approved by that office. While there 1 was informed that unfortunately, due to budget constraints, the State DEC is not currently processing applications for approval of small community water systems such as yours. Without a well driller's log it is impossible to know how deep the well is or what its production was at the time of drilling. Secondly, unlike most wells in Anchorage, the wellhead for this well is located inside a well house, and the water line from the pump comes vertically up through the well seal instead of through a pitless adapter. This means that it is impossible to remove the well seal and measure the static water level during the course of the test. Accordingly, the only indication of the well production is the amount of water that can be drawn from the system over time. In order to assess the well yield I ran the pump for 215 minutes, during which period the well produced a total of 634 gallons of water for an average pump rate of 2.9 gpm. The initial pump rate was close to 5 gallons per minute; however it gradually slowed to 2.5 gpm at the end. I think the reduced flow rate was a result of gradual clogging of an in-line filter rather than a reflection of the actual well production. Nevertheless, in the absence of other data, I can only certify that the well is able to produce 2.5 gpm. This yield is adequate for a single-family residence, but is quite low for a community water system, and could cause limitations to the amount of water available to one or the other of the units it serves. Perhaps regular replacement of the filter could result in a greater available well yield. The separation distances from the well to the public sewer and manholes appear to be adequate for either a single-family or a community well, however it is not clear whether the separation distance to the private sewer line from the house on Lot 3 is the required 75 feet away from its community well. The survey provided to me by Mr. Keller is not an as -built survey showing the locations of the structures on the lots. The location of the well house and the well itself appears to have been sketched in by hand by someone other than the surveyor who drew up the rest of the survey. It is not clear how accurately the location of the well is depicted — certainly the well house is not drawn to scale. Water samples that I collected from the well to test for total coliform bacteria and nitrates are still at the lab, and results are not expected for approximately one week. I will let you know when I have received the results. Frankly, I do not know what to recommend with regard to pursuing formal approval of this water system. Certainly, one relatively straight -forward option would be to have a surveyor determine which lot the present well is located on and then to convert it to a private well serving only that lot. Then, you could apply for a permit and drill a new private well to serve the other lot. Alternatively, one could wait until the State DEC is again in a position to process small community well applications, and then submit appropriate documentation in support of a request for approval of this well. however the lack of a driller's log coupled with the apparent low yield makes ultimate approval questionable. Please feel free to give me a call if you have any questions on this report, and to let me know how you would like me to proceed. If you decide not to pursue formal approval of the water system I will refund to you the $430 Municipal approval fee that you have paid. Sincerely, Ted Moore, P.E. cc: Larry Keller, Prudential Vista Real Estate By FAX: 562-5485 Nov 04 05 09:39a The Steiner's 19071-336-5182 p.1 FAX COVER SHEET The Stoblaev P.O Box 231a13 Ancpara2c. AK 99523-1413 SENO TO CompanYname Obi I— 0 Ai' S Lx R from 0 Atfonaon o,tef I _ ki _ 0 5 Office locaWn Cmca Wahon lue tA, Fax number 3y3 PMna number ., (--�r ' . ❑ Urgent ❑ Rep/YASAP o Rleeeeeomment D PAaserovlew gFarymffkdornw fon Taalpeg@; ndudingcov@r; 2 ""'111 1v_t3_! _lGl .. ....... Z?F_7 .. Jai_..-_.io.0 �:...- _........ ASA._{ i 5.::'T�.�:_ 3J :�t?:�:(�:�"�..:'�_::::_- y • Please pay by Invoice. All account Past Due will be charged 1 to%. 0, $25 second billing charge S -N -TIC THANK YOU & 1t3' DE-pT{t OF W`. ,/QP61tl x 4S 72-1 Nov 04 05 09:39a The Steiner's .�, .Alaska ��•- . � :�iflrilJUiOf Jim Sullivan r ARCTIC ` ......•... PUMP & WELL /} P.O. pox 770 I / nfr INC., Gnyic River; Ald.Jca /b8-2blo f 9857/ Fax 688-2543 NWWA CERTIHED PUMP INS'IAI LER Payment due on receipt of invoice unless other arrangements made.. 38 Gusiomer Order Nu. ,n t)at C npinlion ,�f�s�t25rr Name,' c T�1eN •. Arirlre . Oly. Dcacriplidn Prkc Arnount _ Af.4SFL .S ,�r2- n �...i Z- k 6 :30/1-d 1 S� 75i -% t 1� J � �i�i�.J Zr ✓ RecrivrU in Saii3faclary uondilion (9071-336-S1fi2 p.2 tc STS., r. Vz— �u r;, 2 k,3 L t UA LC�TLA F= S 4 NOT- . pv.� `T'o LAS or v.1ct.� LvU, Z cru_ use Tis ('�� o� Sa 12/28/2005.•12:24 ,9072737380 BARBARA BOWDEN PAGE 01 TO:2T37300 P.1 21 AARow PUMP & WEU SERVICE, LLC ppm®per P.O. Boz 11042A Offft: MOn 340-M F`ox Joie 333.0?0 7180 P11zn4r (9M 745.9077 . 96214 FW*r: (20n 6224M JDOSITt Dr��r�f;. %DEQ 1 w rp3a7 F 7a" i C .•.�9_1�w.w �/n �� _ I l lkt S�Yt M rT ^�3 7$�� 1 1 Thank You 90NATUAG p Iww„ nN S*W* V CMV#IIM m V* ADM COMORO w0*.) TOWN AGCOIMH MMAM AT "IN Of NOW" PDLLOIVDIO PUMP"& OU1NC11 CHARM AT AM o/ IA% 00 MONTH WU 1111 CHARM ON OVOIOU11 ACCOUNA• 49 9M -.A SCS ReL# 1056193001 Client Name Barter, Thomas Project Name/# Mike Steiner 2337 E 72nd Anch Client Sample ID Mike Steiner 2337 E 72nd Anch Matrix Drinking Water PWSID 0 Sample Remarks: All DatesITimes are Alaska Standard Time Printed DateMme 09/29/2005 16:10 Collected Date/time 09/192005 18:00 Received DateMme 09202005 8:00 Technical Director Stephen C. Ede Microbiology Laboratory Total Coliform 0 coV100mL SM209222B A (<=1) 0920/05 TLF Allowable Prep Analysis Parameter Results PQL Units Method Container ID Limits Date Date Init Nitrate -N 0.0935 J 0.100 mg/L EPA 353.2 B (<=10) 0920/05 AZS Microbiology Laboratory Total Coliform 0 coV100mL SM209222B A (<=1) 0920/05 TLF A 2006-006733-0 L A Recording Dist: 301 - Anchorage s 2/1/2006 10:40 AM Pages: 1 of 1 K A QII!I!II!IIIIVIIIIIII�IIIIIIII'1111!Ilii!II!IIII,III!II1111111►1111!IIIIIIIIII�I STEMAR": Well Access Easement Let 4R1r The owner of Lot 2, Block 1, Galatea Estates, Anchorage Recording District, State of Alaska grants an easement to owner of Lot 3, Block 1, Galatea Estates for right of use to the water from well on Lot 2, and for maintenance. This easement is to go with the land in perpetuity. Michael W.'S,teiin`erAAowner of Lot 2, Block 1, Galatea Estates �i :oD� WvLlL�cut1, Michael W. Steiner Michael W. Steiner, owner of Lot 3, Block 1, Galatea Estates Michael W. Steiner State of Alaska Municipality of Anchorage On this date kb A oVM , 2006, Michael W. Steiner, personally known to me or proved to be the person whose name is subscribed to the within instrument and acknowledged to me that he executed the same in his authorized capacity, and that by his Municipality of Anchorage Development Services Department *A6 Building Safety Division On-site Water and Wastewater Program 4700 South Bragaw St. P.O. Box 198850 Anchorage, AK 99519-6650 www.ci.anchorage.ak.us (907)343-7904 ON-SITE SEWER/WELL SUBMITTAL COMMENT SHEET To: Thomas Barter Legal description: Galatea Estates Block 1 Lot 2 3 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. Does the well serve more than one home-? 7�.�, •�. s y / =� r�s%S n c ,.� ❑ Topographic information missing or inadequate. ® ® Incomplete; missing Waiver required for lees Man Ina feet seearstion distance Incomplete; missing Distance well to nelahboring absorption fields? iArp well to septic tank. oo• ue.t 14r • ln- R • o. w • 74 ® Additional adequacy test information needed. Info missing on brown sheet, w+'/< tie ✓ t.1, XxAr ❑ 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 tog required. ❑ Omission in narrative. _ ❑ Insufficient fill over tank or field._ i t r a `� ® r.2 / h a r 5 « < •/ 3 Other. Well Pits are prohibited r_� Name of reviewer: M Date: 11/8/2005 Please supply the necessary information and re -submit your request. LEAVE THIS FORM ATTACHED TO THE PAPERWORK