Loading...
HomeMy WebLinkAboutT12N R3W SEC 33 LT 147 Municlpa ity of Anchorage Page I of DEPARTMENT OF HEALTH AND HUMAN SERVICES ENVIRONMENTAL SERVICES DIVISION P.O. Box 196650 · Anchorage, Alaska 99519-6650 · Telephone: 343-4744 On-Site Wastewater Disposal System and/or Well Inspection Report Permit Number: ~___~V °L100.572 PID Number: Na.,e: Wastewater System: Q New ~Upgrade KE~TH ~AwYER ___ Address ~0201 JAHESTO~ DR, ¢/o/ ABSORPTION FIELD Ph°n~¢~O¢~e].__ ~ ~07 --/N°"l~`:d .......... tJDoop'lrench LIShallowfrenO, ~Bed [,Mound .Other L E G A L D E S C R IPTIO N sod Rating: 0.~/ GPD/Sq Fl Toter Depth from original~.¢ grade: I ff7 WELL: ~ New ~ LJpgrade C~,av.d w,dm t~ ; ~ 3 I ~ Ft SEPARATION DISTANCES ~Seplio ~] Hol(fing ii S T EP. Well ~22 13% -- Water >/00 >/oo - - woo LIFT STATION N.A. Pumporl"ievelat : [ 'Pmnpoff' }evelal ~Hiqhwaleral~rmat: Foundalion 2 ~ I ~ ~ ---- 0 ' - I I Drain / BENCH MARK Remarks: ~ell ~ ~her ENGINEER'S SEAL In~L~er~0rp~e~ ~: YLA%7o~ M530 Echo Street 4~~8~ and Human Services approval '~,R).. c,.~5~ .,"~ Reviewed and approved by: Permit No. S~v' 9l 0052 Page '~ of ~ Municipality of Anchorage DEPARTMENT OF HEALTH AND HUMAN SERVICES ENVIRONMENTAL SERVICES DIVISION P.O, Box 196650 · Anchorage, Alaska 99519-6650 · Telephone: 343-4744 On-Site Wastewater Disposal System and/or Well Inspection Report LegalDescription: L, OT Iq-7, .SEC 2:3 ~"I2N~ R3gv' PIDNo,: 0]~2. q2,5'1 NEW I$'xq3/ sole A85. ~ ,, NEW Iooo 57' 14530 Echo Street 72-013 A (2/91)MOA25 Permit No. $Wc11©0,5-2 Page ~ of ~ Municipality of Anchorage DEPARTMENT OFHEALTH AND HUMAN SERVICES ENVIRONMENTAL SERVICES DIVISION P,O. Box 196650 · Anchorage, Alaska 99519-6650 · Telephone: 343-4744 On-Site Wastewater Disposal System and/or Well Inspection Report LegalDescription: L. o7 )Lt'7, SEC. ~, -~/2N ~ 1~3b,/ PIDNo.: 01~2cl251 h~EW ~NLE~[ : c~6.I' VERTICAL ~CAL~ I"= 5' NO HoI~I.~oN~'-AL SCALE' .~- I~vEP, T oF DIE,'1', PIPES clur,5 --~ TOP OF Bo~]'o~ OF EXCAVA'r~ON °ll.~'-~ TE~T HOL~; ~1 Flattop Technical Service~ 14530 Echo Street Anchorage, Alaska 99516 72 013 A (Rev 9/91) MOA 25 Lot 147, Section 33, T12N, R3W 14941 Old Seward Highway Septic System Upgrade Design Narrative The proposed 3 bedroom wastewater disposal system must be capable of accepting 450 gallons of effluent per day. Since the measured pemolation rate is faster than 1 minute per inch, a soil absorption bed is required with a 2 foot thick sand filter. The specified bed application rate of 0.7 gpd/sq, ft. dictates that the basal area be 643 square feet, which can be achieved by the 15' wide by 43' long soil absorption bed depicted on the plans. Because of its central location in the lot, the present pit well serving the residence will be properly abandoned and a new well di'illed at the location shown which is more than 100 feet from the proposed septic system components. The proposed septic system is not expected to have any impact on m~y remaining water supply wells or wastewater disposal systems in the area. The soil test holes demonsn'ate that there is ample room remaining on the lot both to the east and to the west of the proposed system to allow construction of replacement systems in the event this one should fail. There will be no known impacts on reserved space/surface and subsurface, and da'ainage. Tom Fink, Mayor N unicipality Anchorage Department of Health and Human Services 825"L"Street P.O. Box 196650 Anchorage, Alaska 99519-6650 343-4744 April 9, 1992 Jack White Company 3201 C Street Suite 100 Anchorage, Alaska 99503 Subject: T12N R3W Section 33 Lot 147 Permit #SW910052, PID #018-292-51 The subject permit, issued April 9, 1991 by this office for a single family well and/or on-site wastewater system, has expired as of April 9, 1992. A new permit must be obtained from this office for a well and/or on-site wastewater system NOT installed by the expiration date. If you have drilled the well, this office for documentation close the permit. a well log must be sent to of the installation and to If a licensed Professional Engineer has inspected the installation of the on-site wastewater system, the original as-built inspection report must be sent to this office for review, approval and documentation. All inspection reports must be submitted within 30 days of construction completion. When applying for a new permit, the fees are: $200.00 for an on-site wastewater permit; $75.00 for a well permit and $275.00 for a combined on-site wastewater and well permit. If you have any questions, On-site Services please call this office at 343-4744. enc: Copy of Permit MUNICIPALITY OF ANCHORAGE DEPARTMENT OF HEALTH AND HUMAN SERVICES P.O. BOX 196650, 825 "L" STREET, iROOM 502 ANCHORAGE, ALASKA 99519-6650 PAGE 1 OF ON-SITE WELL AND WASTEWATER DISPOSAL SYSTEM (UPGRADE) PERMIT PERMIT NUMBER:SW910052 DESIGN ENGINEER:FLATTOP TECHNICAL SERVICES OWNER NAME:JACK WHITE CO OWNER ADDRESS:3201 'C' STREET, SUITE 100 ANCHORAGE, ALASKA 99503 DATE ISSUED: 4/09/91 EXPIRATION DATE: 4/09/92 PARCEL ID:01829251 LEGAL DESCRIPTION T12N R3W SEC 33 LT 147 LOT SIZE: 23394 SQ. FT.) NUMBER OF BEDROOMS: 3 THIS PERMIT: 3 THIS PERMIT IS FOR THE CONTRUCTION OF: DISPOSAL FIELD /SEPTIC TANK / WELL SYSTEM ALL CONSTRUCTION MUST BE IN ACCORDANCE WITH: 1. THE ATTACHED APPROVED DESIGN. 2. ALL REQUIREMENTS SPECIFIED IN ANCHORAGE MUNICIPAL CODE CHAPTERS 15.55 AND 15.65 AND THE STATE OF ALASKA WASTEWATER DISPOSAL REGULATIONS (18AAC72) AND DRINKING WATER REGULATIONS (18AAC80). 3. THE FOLLOWING SPECIAL PROVISIONS. SPECIAL PROVISIONS: DATE: DATE: VACAMT LOT 227 LOT lNG R: IOO LOT LoT IH~C. I00/ o~ x, LOT 1~7 SEPTIc sec 3~, T~, *~w SYSTENa RE?LACEMENT SITE ?L~N ~)ATe': ~/~ NOTE; THIS iS NoT A 5uRV~Y£b PLAT ~LL LOCJTION~ Iooo ,S. SEPTic -FSNK PLAN V~EW SCALE; I" = ID' T OF EXCAVATION CLE^~ ' OuT UNCLASSI FlED MoUNbE~D o,E' FiI)ov~' ORI,~. G FABRic .S,E C-F I o NI. "A- A" ScAk~: l":$ ' LOT Jut"/ $/:::C ~3, TI2N, RitZy" ,SOIL AI3SOP, PT~oN BED PLAN ¢ CROSS SECT ION Sc./\ LE '. J£ DA-rE .. Flattop Technical Services 14530 Echo Street, Anchorage, AK 99516 Phone (907) 345-1355 Lot 147, Section 33, TI2N, R3W 14941 Old Seward Highway Wastewater disposal system installation Specifications 1.0 General: 1.1 The scope of the project includes the installation of a 1000 gallon septic tm~k and a 15' wide by 43 foot long soil absorption bed as shown on the ckawings and described in these specifications. 1.2 Construction shall be as depicted on the approved site plan and design drawings. Minor deviations from these drawings may be allowed or required by the engineer conducting the inspections. Ail construction procedures and material specifications shall conform with Municipal and State requirements. 1.3 All separation distances, including file 10 foot setback fi'om the building foundation, shall be in confmrnance with Municipal requh'ements, unless specifically waived. 1.4 The contractor shall be responsible to obtain necessary utility locates, and to work arouud any buried utilities. 2.0 Septic Tank: 2.1 Tlie existing septic tank shall be pumped crushed and buried on site 2.2 The new septic tank shall be Municipally approved with a minimum of two compartments, and shall be set level on undisturbed soil. Each compartment shall be equipped with a watertight manhole cover and a 4" cleanout. If the tank is buried less than 4 feet, it shall be insulated with 2 inches of approved burial type, rigid insulation. 2.3 All pipe connections to the tank shall be equipped with waterproof mechanical couplings. The waste line from the residence to the septic tank shall have a minimum slope of 1/4'" per foot, and the waste line between the tank and the soil absorption system shall have a minimftm slope of 1/8" per foot. A cleanout shall be installed within 5 feet of the building foundation, and a double cleanout shall be installed within 5 feet downstream of the septic tank. 2.4 The portion of the waste line between the house and the septic tank which passes under the driveway shall have a minimum burial depth of 4 feet and shall be insulated on the top and sides with 4 inches of rig/d, buriai type foam insulation. 3.0 Soil absorption system: 3.1 The soil absorption system shall be constructed by removing all the surface material down to a depth of 7 feet to create the 15' wide by 43' loug bed surface. 3.2 The bottom of the excavation shall be level. 3.3 Two feet of filter sand shall be placed in the bed bottom to create a new level surface 5 feet below natural ground elevation. Sand for leveling or serving as filter material Shall comply with Municipal specifications. 3.4 A total of 12 inches of sewer gravel shall be placed on top of the sand, with the perforated distribution pipes laid level such that the bottom of the pipes is no less than 6 inches above the top of the filter aanrl - . gcreenecl ¢~r~veI with le~ than 3% naa~inr~ tile #200 ~ieve 3.5 Monitor tubes and cleanout pipes shall be of 4" diameter and installed in the locations shown on the design drawings. The portioo of the mooitor tube extending through the sewer gravel shall be perforated. 3.6 Approved filter fabric shall be placed over the enth'e top surface of the sewer gravel. 3.7 The top surface of the cover material shall be raised a minimum of 6 iuches higher than the smrounding ten'ain to allow for subsequent settlement, and shall be graded to smooth contours. Fill slopes shall be no steeper than 3:1. 5.0 Inspections: 5.1 A total of 5 engineering inspections will be required dm'ing the course of the project: (1) initial stakeout with the contractor to establish the location of the system andto discuss the plans, specifications and construction procedures, (2) after the native material has been excavated to expose the infilu'ative surface to ensm'e that it is level and at the fight elevation, and confo~TnS with the soil test information, (3) after the sand filter material has been placed, (4) after the sewer gravel:is in place and the distribution pipes have been laid and connected up to the septic tank, but prior to placement of insulation or filter fabric, and (5) after final backfill and gu'ading is complete. The septic tank requires one inspection after it is set level .and the piping connected, but prior to backfill This inspection may bd incmporated with any of the above inspections. 5.2 The installer shall coordinate the timing of the inspections with the eugineer sufficiently far in advance to ensm'e the availability of the engineer. Flattop Technical Services 14530 Echo Street, Anchorage, AK 99516 Phone (907) 345-1355 Lot 147, Section 33, T12N, R3W 14941 Old Seward Itighway Water Well Replacement Specifications 1.1 The scope of the project includes the formal abandonment of the existing well serving the residence and the drilling of a new well including ali related plumbing to allow it to serve the residence. 1.2 All construction practices and material specifications shall be in confo~rnance with Municipal and State requirements. 1.3 The existing "pit well" shall be abandoned by removing the pump and completely filing the casing with concrete. The top of the casing shall be cut off at least 43 feet below final grade. The concrete used to fill the casing shall also spill out over the top, thereby forming a wate~Xight cap around the top of the casing. The well pit shall then be completely filled with unclassified s0il, with the final surface mounded at least six inches above the sun'ounding ten'ain. 1.4 A new well with a standm'd 6" diameter steel casing shall be di~illed in the approximate location shown on the site plan. The well shall have a minimum yield of 3 gpm. 1.5 The project shall result in a complete functional water system and includes the installation of a pitless adapter and a new waterline fi'om the well to the residence. The pump from the original well and the pressure tank may be used if they are found to be in serviceable condition. If the yield of the well is such that pumping 100 gallons of water from the well at 7 gpm would cause the well to run ch'y, then an appropriate pump protection control shall be installed. 1.6 The wellhead shalI be fitted with an approved sanitm~ seal and conduit protecting the wiring. After the water system is functional, the installer shall collect water samples and have them tested for bacteria and nitrates with satisfactory results. Copies of these test results shall be supplied to the engineer. PEREORMEO POR:_ SI<Ip LEGAL DESCRIPTION: PT 2 3 GP 5 7 9 10 ~oP/61,4 11 13 fl,~'~ ........ - ..... ,,,,:,..~ , Mun,cipalHy o' Anchorage DEPARTMENT OF HEAkTH & HUMAN SERVICES 825 "L" Street. Anchorage, Alaska 9950210650 : I?~'{',,2% CE - 3389 ."~.~ SOILS LOG -- PERCOLATION TEST l PERFORMED: 3113191 L I~? Township, Range, Se¢ion: SLOPE SI~E PLAN GRAVEL BOUL. bE RS WAS GROUND WATER ENCOUNTERED? N 14 I~£ L 0~,' I0 16 17¸ 18- 19- 20 Reading Date Gross Net Time ~2~,' 22,: OD Depth to Net Water Drop PERCOLATION PA1E O, ~' (minutes/inch) PERC HOLE DIAMETER ~ Ii TEST RUN BETWEEN ~,..C - FT AND ~ fO, O ET COMMENTS_J~, JNST~JL. LEb TO I~~, ~gRC ~G~ ~O~Ap N~ ~C~IE~ )~" PRESo~_k bu~ To ~ ~RCo~oN PERFORMED BY: ~TT~ TgqH g[~ I ~~ -: CER]IFY THAT THIS TEST WAS PERFORMED ACCORDANCE WITH ALL STATE AND MUNICIPAL GUIDELINES IN EFFECT ON THIS DATE DATE: ~ / ~ / ~ [ 72-008 (Rev. 4/85) DEPARTMENT OF HEALTH & HUMAN SERVICES 825 "L" Street, Anchorage, Alaska 99502-0650 8OIL8 LOG -- PERCOLATION TEST "~.~O.M~O~OR:. SKip MI~bE¢ ~ ~l. EST, LEGAL DESCRIPTION: ~ ~ ~7 Township, Range, Section: 0,~ p% SLOPE SITE PLAN 1 3 4 7 8- 9 10 WAS GROUND WATER GP/GM ENCOUNTERED? . L 12 /~Nb b/ilvlp E R DEPTH? O . P 13 Monitoring? ~ 14- 5P CO~5E Reading Date Gross Net D0pth to Not 15 ~ ~RAW sANb Time Time Water Drop 17 18 19 20- PERCOLATION RATE TEST RUN BETWEEN __~'~_FTAND, 7 FT ACCORDANCE WITH ALL STATE AND MUNICIPAL GUIDELINES IN EFFECT ON THIS DATE. DATE: 72-008 (Rev. 4/85) DEP~llTbflB~T OF I~ATURAL I%I~SOUllC~S WATER WELL RECO~ LOCATION OF WELl, DIRECTIONS: BI,OCK ~'top of casing ~other: S~CTION O'r~S ] TOWNSHIP ] P~NG~ ~LL DEP~it: J DAT~ O~ CO~g~ZON: HE'rHOD OF DRILLING: ~ir rotary ~cablu tool ~other; USE OF WELL: ~omestic ~irrigation ~monitor ~public supply ~ other: CASING: St~ck-up~ ft . Diem: ~ in WEI,L INTAKE: ~J~ open end ~sor~ned ~] perforal, ed ~]open ho,le Depths of 0pe~ings: to ft $CREF, N "i¥l: b'." ~.~.. Diem: in Slot/Mesh Size: .................. L~ngth: ft Set Betw~el)_ and ft GRAVEL PACK, TY~.. Volume usod,~ ~ .Depth to topl GROUT TYPE%~ VOl urne: Depth: from__~ .... ft to .......... fL PU~IPING LEVEL AND YIELD: PUMP INTAKg DEPTH: ft Horaepowor: Date Pump installed WATEr{ CHEMISTRY SAMPLE TAKEN? []yos ~no Well disinfected.upon oomple~on}~yo8 ~nO , PLEASE MAI1, WHITE COPY OF LOG WITHIN 45 DAYS TO: DGGS PO BOX 77.-2136 iJ~AGLE RIVER, AK, 99577 MUNICIPALITY v, �I,�+ Development Services Department On -Site Water & Wastewater Section Parcel I.D. 018-2 92-51 Certificate of On -Site Systems Approval 1. GENERAL INFORMATION Phone 07-343-7904 Fax: 907-343-7997 Expiration Date: _ Complete legal description T12N R3W SEC 33 Lot 147 Location (site address) 14941 Old Seward Hwy, Anchorage, AK 99516 Current property owner(s) Mailing address Real estate agent Keith & Rochelle Sawyer Day phone (907)952-9948 14941 Old Seward Hw, Anchorage, AK 99516 Jamie Harvey 2. TYPE OF DWELLING: 0 Single Family (w/wo ADU) ❑ Duplex ❑ Multiple Dwellings (Single Family and/or Duplex) 3. NUMBER OF BEDROOMS: 3 Day phone (907)227-1059 4. TYPE OF WATER SUPPLY: TYPE OF WASTEWATER DISPOSAL: Private Well 0 Private Septic 0 Water Storage ❑ Holding Tank ❑ Community Well ❑ Community ❑ Public Water System ❑ Public Sewer ❑ Waiver request for: Distance: Received by: Date: COSA to be released to the engineer, unless otherwise requested by the engineer. COSA Fee $ Waiver Fee $ Date of Payment 7Z6Z-,7 / Date of Payment Receipt Number DUV0012 4-07076-0 Receipt Number COSA # osc � 119 2 6 Waiver # 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. I acknowledge that On -Site staff may visit the site to verify the information submitted. Name of Firm Forge Engineering Phone (907) 522-7773 Address 1399 W. 34th Ave Suite 101, Anchorage, AK 99503 Engineer's Printed Name Benjamin Schiller, P.E. 6. DSD SIGNATURE System #1 Approved for 3 System #2 Approved for Disapproved Conditional approval for bedrooms bedrooms Date 7/20/21 Aw Aw co low 4sTH _ r .`.. ... .-!.� s BenjarrUSchiller li�o;c�G,-TF9CE 12592 . �e�/ PROFESS CO bedrooms, with the following stipulations: IJJJIIJcKVI� �11��), Original Certificate Date: 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. 7. ATTACHMENTS: COSA Checklist X Septic System Advisory Well Flow Advisory COSA Checklist blue sheet Nitrate Advisory Arsenic Advisor 7G Other ��e %Ta.K�— f c4vo j Legal Description: COSH Checklist T12N R3W SEC 33 Lot 147 Parcel ID: 018-292-51 If more than 1 septic system on lot: COSA Checklist # of Structure served by this system A. WELL DATA Q Well log is filed with Onsite (or attached) Well production at time of test 8.5+ gpm Date drilled 3/31/92 Water storage tankvolumegallons_ Total depth 141 ft Well disinfected for coliform test? ❑ Yes X No Cased to 141 ft 0 Coliform bacteria is Negative 0 Sanitary seal is functioning correctly Nitrate •200 mg/L ❑ Nitrate less than MRL (ND) 0 Wires are properly protected Arsenic 19.9 ug/L ❑ Arsenic less than MRL (ND) Casing height (above ground) 16+ in. Collected by Forge Engineering Date of flow test for COSA 7/29/21 Date of Sample 7/14/21 Static water level at beginning of test 94 ft. Comments B. TANK DATA Age of tank(s) 29 years Tank type/material Septic/Steel Measured operating fluid level in septic tank 49 ❑E Standpipes/foundation cleanout per record drawing Date of pumping Chugach Sewer & Drain 12/14/20 D. ABSORPTION FIELD DATA Shallow Bed Which system tested (date installed) 3/27/92 ❑ ALL standpipes present per record drawing Total measured depth from grade 7.2 ft (max) Measured depth to pipe invert from grade 6.7 ft (min) ❑ N/A — pressurized field ❑E Monitor tubes go to bottom of effective. If not, state depth into effective ❑E Code -required soil cover over field ❑ System presoaked (Required if vacant for greater than 30 days prior to date of test) LIFT STATION ❑ Req maintenance completed Age of lift station years Lift station material Comments: Adequacy test date 7/19/21 Results Q✓ Pass For 3 bedrooms Fluid depth prior to test 0 in Water added 622 gal New depth 0 in Elapsed time 1440 min Final fluid depth 0 in Absorption rate '450 ODd Any rejuvenation treatment (past 12 months) Gallons introduced gallons If yes, enter date Comments/Deficiencies: Record drawings are unclear exactly which pipes were actually installed. Only one cleanout and monitoring tube found for bed. COSA Checklist yellow sheet E. SEPARATION.DISTANCES From Private Well on Lot to: (Please enter distances if less than required or if community well) Z Yes Septic Tank/Lift Station on Lot > 100' ft Surface Water > 100' Community Sewer Manhole/Cleanout > 100' Property Line > 5' � Yes if No ft 0 Yes if No ft Neighboring Tank > 100' 7 Yes if No ft Private Sewer/Septic Line > 25' Yes if No ft Absorption Field on Lot > 100' 0 Yes if No ft Holding Tank > 100' Yes if No ft - -- nlaighhrring Absn,p tion-FiAI,J,-4> inn'---- -- - _- - -Animal Containment --50' -- RL�4es if f�Je ft -- 0 Yes if No ft Manure/Animal Excreta Storage > 100' Community Sewer Main > 75' Z Yes if No ft [D Yes if No ft From Septic/Holding Tank on Lot to: (Please enter distances if less than required) Building Foundations > 10' Z Yes if No ft Surface Water > 100' Yes if No ft Property Line > 5' 0 Yes if No ft Wells on Adjacent Lots: r❑ Absorption Field > 5' Z Yes if No ft Private Wells > 100' Fv Yes if No ft Water Main > 10' 0 Yes if No ft Community Wells > 200' 0✓ Yes if No ft Water Service Line > 10' 0 Yes if No ft If septic tank is under driveway comment below From Absorption Field on Lot to: (Please enter distances if less than required) Building Foundation > 10' 21 Yes if No ft If absorption field is under driveway comment below Property Line > 10' 0 Yes if No ft Wells on Adjacent Lots: Water Main > 10' r❑ Yes if No ft Private Wells > 100' Q Yes if No ft Water Service Line > 10' El Yes if No ft Community Wells > 200' Yes if No ft Surface Water > 100' Fv1 Yes if No ft F. ENGINEER'S COMMENTS G. ENGINEER'S CERTIFICATION I certify that 1 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. COSA Checklist yellow sheet =, of •4k, 4,9 !�ll• BenjarrLR&hiller f� 9�G • CE 12592 .•�����0 �� /�lF�P • • 7/20/21. PROFESS00' W1 15' of Lot 7A Lot 142 N 89'59'00"E 227.70'(PLAT No. 87-129 CHAIN-LINK FENCE SEPTIC PIPES 0 :� �10 N v 2.0' CANT SEPTIC. P1P.E 0 1.4'• CANT, . GRAVEL" 'DECK o cF SEPTIC PIPE . 4.V CANT— M 0 2• ST 10.7 J 8.2'x6.2' SHED Lot 14.7 23,627 S.F.(COMPUTED) rn CHAIN—LINK FENCE RETAINING WALL & CHAIN—LINK FENCE Lot 148C V, MORTGAGE SURVEY _X_ SCALE _ 1_ = 40'_ GRID SW 3134 _ Project No. Associates, � 11500 Daryl Avenue, Anchorage, Alaska 99515-3049 Lang & f i S o c i a t e S y inc. (907) 522-6476 Phone 400��DO (907) 522-4625 Fax o F A/ p0 Professional Land Surveyors ken®langsurvey.com v jonathan®langsurvey.com ��'� .• `�S Q I hereby certify that I have surveyed the following described property: BLM LOT 147, SECTION 33, T12N, R3W, SEWARD MERIDIAN, ALASKA Anchorage Recording District, Alaska, and that this Mortgage Location Survey is a representation of the conditions that were found on the date the survey was performed. This survey does not constitute a boundary survey and is subject to any inaccuracies that a subsequent boundary survey may disclose. The information contained hereon shall not be used to establish any fence, structure, or other improvements. Dated this the __2 �� D _ Da of ��T______, `u Day ______, at Anchorage, Alaska It is the responsibility of the owner to determine the existence of any easements, covenants, or restrictions which do not appear on the recorded subdivision plat. 49TH �* KENNETH G. LAN o Fo ' 5202. 40� �Ff5SI0NA\- AECC963 0 11b, o cF 38.3' M 0CD O �1 W Z O J cD WELL RETAINING WALL & CHAIN—LINK FENCE Lot 148C V, MORTGAGE SURVEY _X_ SCALE _ 1_ = 40'_ GRID SW 3134 _ Project No. Associates, � 11500 Daryl Avenue, Anchorage, Alaska 99515-3049 Lang & f i S o c i a t e S y inc. (907) 522-6476 Phone 400��DO (907) 522-4625 Fax o F A/ p0 Professional Land Surveyors ken®langsurvey.com v jonathan®langsurvey.com ��'� .• `�S Q I hereby certify that I have surveyed the following described property: BLM LOT 147, SECTION 33, T12N, R3W, SEWARD MERIDIAN, ALASKA Anchorage Recording District, Alaska, and that this Mortgage Location Survey is a representation of the conditions that were found on the date the survey was performed. This survey does not constitute a boundary survey and is subject to any inaccuracies that a subsequent boundary survey may disclose. The information contained hereon shall not be used to establish any fence, structure, or other improvements. Dated this the __2 �� D _ Da of ��T______, `u Day ______, at Anchorage, Alaska It is the responsibility of the owner to determine the existence of any easements, covenants, or restrictions which do not appear on the recorded subdivision plat. 49TH �* KENNETH G. LAN o Fo ' 5202. 40� �Ff5SI0NA\- AECC963 Municipality of Anchorage .3. Development Services Department _ :x Building Safety Division 7 On -Site Water and Wastewater Program 4700 Elmore Street P.O. Box 196650 Anchorage, AK 99519-6650 www.muni.org/onsite (907) 343-7904 Arsenic Advisory Certificate of On -Site Systems Approval # OSC211426 A Certificate of On -Site Systems Approval inspection and test of potable water was recently conducted on the well water supply on Sec. 33, Lot 147 of T12N R3W Subdivision. This inspection revealed an arsenic concentration of 19.9 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.ora/onsite) or at 343-7904. This advisory must be attached to all copies of the subject Certificate of On - Site Systems Approval. MUHMPC UTY OF ANCHO AGE DEVELOPMENT SERVICES DEPARTMENT odj( A On -Site Water and Wastewater Section www.muni.org/onsite Septic Tank Advisory Certificate of On -Site Systems Approval #OSC 211426 Subdivision: T12N R3W Sec. 33 lot 147 907-343-7904 Fax: 343-7997 Starting at 20 years of age the MOA issues Advisory's for steel septic tanks. The septic tank for this property is 29 years old. Typical replacement costs range from $8,000 to $11,000 This advisory must be attached to all copies of the subject Certificate of On -Site Systems Approval. This is an example of what the metal of a 20 -year-old steel tank MAY look like. ., f cif .l ✓".. 4 r 7NMI C .O�` c • k..x r . b � `�'s�cy'r z- ,r=te . A• 'r► l.. �. ` .., .a�� :?•fit '•i: `' {? C � 1