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HomeMy WebLinkAboutMCMAHON BLK 2 LT 13McMahon Block 2 Lot 13 #017-041-14 MUNICIPALITY OF ANCHORAGE Development Services Department Phone: 907-343-7904 On-Site Water & Wastewater Section Fax: 907-343-7997 Pump Installation Log Well Drilling Permit Number: _______________ Date of Issue: ____-____-____ Parcel Identification Number: ____-____-____ Legal Description Block Lot Property Owner Name & Address: Pump Installation Date: _____-_____-_____ Pump Intake Depth Below Top of Well Casing: __________ feet Pump Manufacturer’s Name: ___________________________ Pump Model: _____________________________________ Pump Size: ____________hp Pitless Adapter Burial Depth: _________ feet Pitless Adapter Manufacturer’s Name: _________________________ Pitless Adapter Installer: ____________________________ Well Disinfected Upon Completion? XX Yes No Method of Disinfection: _____________________________ Comments: Pump Installer Name: __________________________________ Company: ___________________________________________ Mailing Address: ______________________________________ City: ___________________ State: __________Zip: _________ Attention: The pump installer shall provide a pump installation log to On-site within 30 days of pump installation. lbux�ez�,?[, l ,- Municipality of Anchorage``��� „ On -Site Water and Wastewater Program - (907) 343-7904 &4� a e qf✓ ^ Y ��2®,� ON-SITE WASTEWATER INSPECTION REPORT Permit Number: osA1035 PID Number: 01704114 Dwelling: 9 Single Family (SF) ❑ Duplex (D) ❑ Multiple (SF and/or D) Project: ❑ New 0 Upgrade Name: Grace Browning ABSORPTION FIELD El Deep Trench 9 Shallow Trench El Bed El Mound Address 3951 Furrow Creek ❑ Other Phone Number of Bedrooms Soil Rating depth from original grade JTotal 0.6 GPD/SF 10.5 Ft. LEGAL DESCRIPTION Depth to pipe invert from original grade 6.5 Ft. Gravel depth beneath pipe ,4 Ft. Subdivision Block Lot McMahon Block 2 Lot 13 Fill added above original grade 0Ft. Gravel length (2) 50 Ft. Township Range Section Gravel width 5,5 Ft. Beds: Number of Lines - Distance between lines - Ft. SEPARATION DISTANCES To Septic Absorption Lift Station Holding Sewer Total absorption area Number of trenches Dist. between trenches From Tank Field Tank Line 1000 Ft z 2 10 Ft. Well +100 +100 - _ +25 TANK ■❑ Septic ❑ S.T.E.P. ❑ Holding ❑ Other Manufacturer Anchorage Capacity 1250 Gal. Surface Water +100 +100 - _ Material Number of compartments Lot Line +5 +10 - - Steel 2 NA Foundation +5 +10 - _ LIFT STATION Manufacturer Capacity Curtain Drain _ +50 _ _ Gal. Remarks Old Tank Abandoned per code Pump on level at Pump off level at High water alarm at - in. - in. - in. Pump make and model Electrical Inspections performed by PIPE MATERIAL House to tank 3034 Tank to drainfield 3034 Installer Guaranteed Services Drainfield3034 CO/MT3034 Inspector Charles Balzarini BENCHMARK (Assumed elevation)100 ft Inspeection 151 7/10/15 7/11 /15 Location and description ction 2nd 3rd 7/11/15 4th bottom siding COMMUNITY DEVELOPMENT DEPARTMENT APPROVAL Engineer's Stamp cF/-A r�a� Conditional Approval: Date ,%�'�P'�� n 4y@I! i 40TH, • r��0 /.....'..,...: .............. ,...... )..... D� t I GBAL NI,°w ✓ x43854 a Approved � ',Q oa_�gDate 10/1� Inspection Report 9-1-12.doc LEGEND o CLEANOUT 10' UTILITY EASEMENT r �� Algts�il • MONITOR TUBE _FLOW SPLITTER Q: • • • ' • !�� ��� ® TEST HOLE � " •• * / E .... (2) NEW 5x50' DRAIN FIELDS z I \vl / D ®TH1 TH2 NEW DOUBLE 2i • • CHARLES G•BALZARIN(• ............ )I CLEANOUTS Q `r �F�, CE -116 NEW 1250 GAL L: f,tl/F •f/:�'�F��� SWING TIES SEPTIC TANK `1` �PROFESSI .� 7--T-- 1 42.1 � D 71.6 108.9 E 85.8 120.9 _ C - LOT 14 z I /� / — — — — — 46R HOME B 4 NEIGHBORING 100' Df�IVEWPY WELL RADIUS e1' 10 SEPTIC RESERVE AREA LOT 12 a. 4. WELL LOT 13 SEPTIC AREA SCHEMATIC ELEVATION - SCALE: NTS LEGAL DESCRIPTION: McMahon Block 2 Lot 13 C&M ENGINEERING SERVICES OWNER: GRACE BROWNING I DATE:3/28/16 REV: 11 DRAWN: CB I REF: 907-854-5558 SEPTIC RECORD DRAWING FURROW EK ROAD PLA - +100' BOTTOM OF SIDING AT GARAGE MONITOR TUBE MONITOR TUBE 2"INSULATION CLEANOUT +99.12" INSULATION CLEANOUT 101.2 FILTER FABRIC 101.5 FINISHED GRADE TH-1 3.3' COVER 6' 6' COVER COVER ORIG. GRADE 101.5' 1250 GAL TANK 94.71 94.71 95.02 90.7 95.02 91.0 91.0 4"0 DISTRIBUTION PIPE ��EFFECTIVE SEWER ROCK NO 95.2 95.0 Ro ER 4/ qI B.O.H 15 84.5 SCHEMATIC ELEVATION - SCALE: NTS LEGAL DESCRIPTION: McMahon Block 2 Lot 13 C&M ENGINEERING SERVICES OWNER: GRACE BROWNING I DATE:3/28/16 REV: 11 DRAWN: CB I REF: 907-854-5558 SEPTIC RECORD DRAWING On -Site Wastewater Disposal System Permit MUNICIPALITY OF ANCHORAGE Development Services Department On -Site Water & Wastewater Program 4700 Elmore Road, PO Box 196650 Anchorage, AK 99519-6650 Telephone: (907) 343-7904 Permit Number: OSP151035 Tax Code Number: 01704114000 Work Type: Septic Upgrade Permit Effective Dates: March 12, 2015 to March 11, 2016 Design Engineer: C & M Engineering Subdivision: MCMAHON Site Legal Address: MCMAHON BLK 2 LT 13 G:2835 Owner/Address: BROWNING GRACE A 3951 FURROW CREEK ROAD ANCHORAGE AK 995162876 Site Mailing Address: 3951 FURROW CREEK RD, Anchorage This permit is for the construction of: Y Disposal Field Y Septic Tank N Holding Tank N Privy All construction must be in accordance with: Lot Size in Sq Ft: 33715 Total Bedrooms: 4 N Private Well N Water Storage 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 wastewater code requires inspections during the installation. The engineer must notify the Development Services Department at least 2 hours prior to each inspection. Provide notification by calling (907) 343-7904 (24 hours). 4. From October 15 to April 15, a subsurface soil absorption system under construction during freezing weather must either: A. Open and Close on the same day. B. Covered. sealed. and heated-tommveet-freeaina S-p-ecial Provisions: The location of the existing trenches are unknown. If, during construction, sewer rock is found, construction of the system will stop and a design change is to be submitted for On -Site review and approval. Received By: Issued By: Date: 3 Z MUNICIPALITY OF ANCHORAGE Community Development Department Phone: 907-343-7904 Development Services Division Fax: 907-343-7997 On -Site Water & Wastewater Program ON-SITE SEWER/WELL PERMIT APPLICATION Parcell.D. ©t7 0441 tN Property owner(s) (7RACI� r3�A'��%�n7G Day phone Mailing address 3 45/ �vtz�o�C� K 12>, ANC'' moz me 495/1, Site address 345( FVAP-AV cplcrk Legal description (Sub'd., Block & Lot) McAAWov )54Lack %, i -v?- 13 Legal description (Township, Range & Section) Lot Size 33*16Sq. Ft. Number of Bedrooms APPLICATION IS FOR: APPLICATION IS AN: TYPE OF DWELLING: (® all that apply) Absorption Field 16 Initial ❑ Single Family (SF) (w/wo ADU) Septic Tank ® Upgrade 0 Duplex (D) ❑ Holding Tank ❑ Renewal ❑ Multiple Dwellings ❑ Privy ❑ (SF and/or D) Private Well ❑ Water Storage ❑ THIS APPLICATION INCLUDES A VARIANCE / WAIVER REQUEST FOR: /`149x'5 Distance: certify that the above information is correct. I further certify that this is in accordance with applicable Municipal Codes. Permit/Rush Fees: l � Date of Payment: ah6/iS /A,."�— Receipt Number: 65-5-2-4bB Permit No. mg 157 0 is Permit App__- Waiver Fees: Date of Payment: Receipt Number: Waiver No. CSM ENGINEERING SERVICES Ph: 907.8545558 Municipality of Anchorage Onsite Water & Wastewater Program 4700 Elmore Rd Anchorage, Alk 99507 RE: Proposed Septic System modification for McMahon Block 2 Lot 13 Dear Reviewer, The above referenced property is currently served by a failing 4 bedroom septic system. The owner would like to upgrade it ft -a 4 bedroom system. wepw W44 C'> We are pf*posing to install a new 1250 gallon tank, and a new 4 bedroom shallow trench system MOA records indicate multiple systems have been installed on this lot since the 1970s. Percolation rates varied from 6-15 minutes per inch. However, the soils contain significant amount of fines. As such, the proposed system will be sized using an application rate of 0.6 gpd/sgft. Included with this letter is a permit application and design package, including plans, specifications, calculations, and soils logs. The installation of the proposed septic system will not adversely impact adjacent lots, which are served by existing well and septic systems. Changes to drainage patterns are not anticipated. Thank you for your time in reviewing this permit request. Please do not hesitate to contact me at 907-854- 5558 or by email cobalzarini()gmail.com with any questions or concerns. Sincerely, Charles Balzarini, PE CSM ENGINEERING SERVICES Ph: 907-8545558 SPECIFICATIONS FOR ONSITE SEPTIC SYSTEM - MOA CERTIFIED INSTALLER LEGAL: McMahon Block 2 Lot 13 February, 2015 A. GENERAL 1. The septic design is for a 4 bedroom, single family residence only. 2. The site plan and drawings shall be a part of this specification. 3. The Wastewater system shall be installed by a certified installer in accordance with moa requirements. All materials and workmanship shall meet the Anchorage Department of Health and State Department of Environmental Conservation requirements. 4. All soil tests are advisory to the design and are to be verified or modified in the field by the engineer. 5. All excavations and depths are advisory and are to be verified in the field by the contractor to meet Municipality of Anchorage, Department of Environment of Conservation requirements. 6. It is the responsibility of the owner to obtain all necessary permits or easements and to locate any adjacent multi -family wells. A licensed surveyor should locate all nearby lot lines, easements, exact 100' radius from the existing and neighboring on- site wells, and any nearby surface water. 7. The excavation is to be exactly in the area shown on the site plan, any deviation requires engineer approval. 8. Any remaining open test hole excavations shall be filled and monitor tube removed, after construction of the Drainfield. 9. The contractor shall provide the engineer with adequate notice to perform inspections. B. SEPTIC TANK 1. Septic tank shall be a fiberglass or steel, 1250 -gallon tank capacity of MOA approved construction. Installed to meet MOA requirements. 2. Install a foundation cleanout within 5' of the foundation. 3. Install 2 after tank cleanouts between the tank and drain fields. C&M ENGINEERING SERVICES 907-854-5558 Septic Design Calculations Residence: McMahon Block 2 Lot 13 Min Tank Size 1250 Use Tank Size 1250 gal system type: CONVENTIONAL type: shallow trench Application Rate 0.60 gpd/sgft required absorption area 1000.00 sqft trench width (W) 5.00 ft gravel depth (D) 4.00 ft below distribution pipe Shallow trench factor 0.50 (W+2)/(W+1+2D) Min Required Length: 100.00 ft (Shallow trench factor * Required absorption area /W) Cover: 6 ft Use fill and insulation Total Depth 10.50 ft ok Use Length (2) 50 ft ok Calc By: CGB Date: 2/25/2015 -PTIC AREA SEPTIC AREA . I r A'% .. , LOT 8 WELL SERVING LOT S IS OVER 200' FROM PROPOSED SYSTEM 9CMAHON SUBDIVION LOT 9 I' I WELL SERVING LOT 91S OVER 200' FROM PROPOSED I SYSTEM II — — — — — — — J 10' UTILITY EASEMENT ABANDON EXISTING I N I I � *, 49 TM .•* 9 :• .... .............. HARLES G BALZARINr + Pc"l • CE -13854 ,•�cv`�/� ,1 Jr�9.r FOPROFEBSIONP�+ � RAJNEIELDS_IN CE, LOT 1 BLOCK 2 PICAL OFS d I 14' 100' NEIGHBORING SEPTIC AREA (2) NEW 5x50' WELL RADIUS 10TH1 ®� DRAINFIELDS z 10 S TH2 NEW DOUBLE w TIC R I CLEANOUTS I _TNSIA-a-0TV£R VALUE to -f2,5 j,•v 10. � � w NEW 1250 GAL F Exr5r�r.✓G S�Si F,h SEPTIC TANK I I SEPTIC AREA '�aR��'1L�V5e o 5' S' kXTSrIi✓G � — _ Tp R'cwfyS v� OR �7. — STi"F LOT 14 _ DEMOLIS ' EXISTING TA K 4BR HOME PER MOA REQ IRE ENTS ' NEIGHBORING 100' WELL RADIUS G�ELVF lUS ... n-.; d•,r._%_� � �•, ��' •. �'~��.-' Rpp '.,�". SEPTIC .. :.:�: :.•'.:,•OO.WEII RESERVE LOT 12 AREA LEGEND "'••' v CLEANOUT WELL • MONITORTUBE ...�;1. •`, 9' ® TEST HOLE LOT 13 0.5% SLOPE INDICATOR SEPTIC AREA NOTES: 1. THE PROPOSED SEPTIC SYSTEM IS GREATER 100'FROM ANY PRIVATE WELLS THAN: FURROW - EK ROAD 200' FROM ANY PUBLIC WELLS _ 100' FROM ANY SURFACE WATER 50' FROM ANY STEEP SLOPES 10' TO ANY PROPERTY LINE OR FOUNDATION F TO ANY TEST HOLES LEGAL DESCRIPTION: McMAHON BLOCK 2 LOT 13 C&M ENGINEERING SERVICES OWNER: WAYNE BROWNING I DATE: 02/05/15 1 REV: 0 1 DRAWN: CB I REF: CM -15103 907-854-5558 SITE PLAN P] Performed For: Legal Description: TR -1 Depth Municipality of Anchorage Development Services Department Building Safety Division On -Site Water and Wastewater Program 4700 Elmore Road P.O. Box 196650 Anchorage, AK 99507 www. ci.a nchoraoe. ak. us (907) 343-7904 �J Soils Log,/- Percolation Test 1 WR Jy= 3RQU/A1.DV 17 Date Performed: "4 HD/-/ BGEL'K a G� i3 Township, Range, Section: { ��17F7aITCS `I fiTn/c $Za7y 5AIU Coyift€s To 6 10- 11- 12- 13- 14- 15- 16 - DIV 17- 18- 19- WAS GROUND WATER ENCOUNTERED? IF YES, AT WHAT DEPTH? L L Depth to Water After , / p p Monitoring?,(lI ' E Date: 11#115 %I a Charles G. 831290 ;' CE. 1394 a� Reading Date Gross Time Net Time Depth to Water Net Drop /6/r rZ 1 1 o Ll%` o a 0: 0 6 i' a -°i/6¢ 3 t;l "o o N YET o' 4 S PERCOLATION RATE (nmteMmh) PERC HOLE DIAMETER ((j TEST RUN BETWEEN FT AND Ff FT COMMENTS 9S r�RE -:gA'k� r✓. Tnr2 >o -~LSi_ -rr—d`1Pui45 f}!7r''RM Ia. F Cev€feb_�. PERFORMED BY: C, �/l L^ r? -7` v__V 1 � CERTIFY THAT THIS TEST WAS PERFORMED IN ACCORDANCE WITH ALLSTATE AND MUNICIPAL GUIDELINES IN EFFECT ON THIS DATE. DATE: (%T �J �5 Performed For: Legal Description: q_2 Municipality of Anchorage Development Services Department Building Safety Division On -Site Water and Wastewater Program 4700 Elmore Road P.O. Box 196650 Anchorage, AK 99507 www. cLa nchoraae.ak. us (907) 343-7904 `., �I Soils Log - Percolation Test V",4 Wif VADL,;A��vG Date Park cMQ NoN 1510CK a toT 13 Township, Range, Section: o )o,,A VTC5 -- 1_ SM 2- 5,cry FT 3- Cj I E Di tw5E 50H OF A4 a •• ..4r Charles G. Balzarini: a n CE•13854 OFESSOAN® r Reading Date WAS GROUND WATER 9- Depth to Water ENCOUNTERED? A10 1 (37 r.1: a 10- 0 IF YES, AT WHAT DEPTH? l dA'r L 11- 0 Depth to Water After Monitoring? E 12- 5 Date: 13 - 1:C90 OF A4 a •• ..4r Charles G. Balzarini: a n CE•13854 OFESSOAN® r Reading Date Gross Time Net Time Depth to Water Net Drop 1 (37 r.1: a 0 0 C 2 to : Sq 3 0 5 5 3 1:C90 0 o v 4 (-30 30 5 %a S (:31 0 0 0 PERCOLATION RATE 6 (minut"linch) PERC HOLE DIAMETER 46�' TEST RUN BETWEEN 5 FT AND '6 FT COMMENTS # f?e Se9k>zD f K71d 70 TE4.T rT.,,nb ...AC 3m' z /',o rte.=z,:b ✓' PERFORMED BY: ( '8d L R#P_ PICC' I , CERTIFY THAT THIS TEST WAS PERFORMED IN ACCORDANCE WITH ALLSTATE AND MUNICIPAL G LINES IN EFFECT ON THIS DATE. DATE: JLL-24-2007 04:008 FROM: TO:3437997 Oawt MdOV OWN on -the waft •r A VAOMWOW hart" 4700 P%1111 fIOW IA. iw t aso 10400 *JAW* AKbVap60 t ID& f�aaa.>7a Pump i s,a 3 X99iLao 7 woo to nits vl r•tt I us" of laws Palm lemork"Mllumfer � s.a »�jaaer t'Jw.a. N�.. • �e taps 0M Gra c r TSrow N 1ra AA _ A.4C a /3 39s��cA E'. 4gSi6_� pusr blab TaM� flow Ta(i�d 4Va!! t altar _.J fat Ptp10 Matlts,Tttt�e'ri/�SJ��nnn�flr ftw MMd: T G poll? Sion PttlaaaAsaphltufdDrttht 13 _ AK Pf euAeaplarLuldlan,ei , WrM aftftW UM ceopLdnaT M Yat ONO b3IdMd6f1 reci rc CNrsatrl CALL FOR SERVICE - CWrota WSW System SNVW - ARROW PUMP & WEU SERVICE, LLC (9nANCHORAGE PIAN VALLE EAGLE RIVER �^ (Ii07j �•9355 lso» OM�8a4s AolazdM 11rapMWWlsd+al Pei&9Wm► glwmDfDwW*"4*wP" 0► .W, -. MUNICIPALITY OF ANCHORAGE · DEl TMENT OF HEALTH AND HUMAN SER~ ,S " Environmental Health Division 825 "L" Street, Anchorage, Alaska 99502, Telephone 264-4720 .-. ~ON-SITE SEWAGE DISPOSAL SYSTEM AND/OR WELL INSPECTION REPORT Name DISTANCES /,¢' ,'.W4 /~ ~--e~$ ~ TO SEPTIC ABSORPTION WELL ~"FROM ~ TANK FIELD Phone(si 3U~" ~d¢/ Permit ~dO No. ~q~-- No. of Bedrooms ~ WELL / ~aA~ .~SC.,,,,O. LOT LINE Township, Range, Section ~¢~ Z ~ T/Z l~ ~ ~ ~ AS-BUILT DIAGRAM (Show location of well, septic system, property I,nes, foundat,on, TANKS ~ SEPTIC ~ HOLDING Manulactu~er Capacity m gallons Material No. of Compadments TYPE OF SYSTEM ~TRE~CH ~ BED ~ W. DRAIN ~ OTHER ~{ o original grade ~ ~ ~ FT FT F¢~ ~ F~II added above odgmal grade r ~ravel depth beneath p~pe FI Gravel length ~ W,Oth lotal absorpt,on area ~ ~ Distance gelween SQ FI FI Number el I~ne~' ~rallng 8Q FI P~pe material WELLS g PRIVATE ~ OTHER {Identifv) Classdicabon (A,B,C) Total Depth FT Cased to~T Instal(el Date installed: ;]~ '~" : ;.:i RE~ARKS: · Scale: ~7 /¢~0 : '- ',; - ENGINEER'S SEAL ~/~ EX(~V,, ¢~ ,~5'f'~//¢~ ~ +~, Inspections~c~Pedormod by: , :,.~ :." ': . ~ ~ ~ to all 72-013 (3/85) I'::; .l: F:i'. l,::; ..595i I....[}T = ~. 75 :L 2N R.'¢dq[SIE ~: :."!;!4 E:L..[]CK = / '~ .............::? .. ]Z ¥.,,:L ]. i 5. ns~;t.a i ]. .F h~:.', ~;~.v~irt. efn. J.r'~ ac(::c:md,;:~tr-ic:,~ wi'hh ,~:t. ]. t~,..w~ c::(::~(::!e~ ,: ] . P 6:.:,(~t..I :Lat. :i. or"~;, F: f:~ L.]:~:'''r' °'¥/~'1"'tc ", :I:~G; :[NS?f'FiL. L.IEE~ :[1',t ¢.'qq {:IF;:!E¢~ COVE:RED BY ,t..F., ( I ) ¢qN F% EZF."Ft]:CCd.... F r:.r~dJ. I ~IxlD ]:14,r:.~ ~:.(.., ~ .~.[]N NUST E=. OEr/"~]:NE:D¢ (2) {.4 ~ '~ t..,1L...TS IZL..t...I',l[Ff EiE r.-d"'.'-F*Jv=D MI'!"H(%JT ¢~!*.1 E:I..ECTRtCO&.. INSF'E:CT]:ON RIEI:'ORT~ ~°dqD (::~;) THE MUNICIPALITY OF ANCHORAGE DEPARTMENT OF HEALTH & ENVIRONMENTAL PROTECTION ENVIRONMENTAL ENGINEERING DIVISION 825 L Street- Anchorage, Alaska 99501 Telephone 264-4720 ON-SITE SEWAGE DISPOSAL SYSTEM AND/OR WELL INSPECTION REPORT NAME PHONE [] NEW LOCATION ..- ~i - I NO. OF BBC)ROOMS I I ~,ST*,C,~O {Well I Absorption area ]Dwelling ] PERMIT NO. ;Z I Manufacturer ~ r , ~ ~ .... ~ Material ~ No. o~com~r~ents ~ ~ I DISTANCE~ Iwe' I Dwelling ~PERMIT NO. ~ [ Well , ~ ~ Foundation I Nearest lot line ~ I PERMIT NO. ~=1 DISTANCE TO: I gOO ~ lO / ~ ~ ~ [ No. of ines Length of each ne Total length of lines ¢ [ Trench width ~ Distance ~tween lines I ~ / 3~~hes I ~ ~ I Top of tile ta finish grade r Material beneath tile ~ ~ I Total elective absorption area ~ Length Width Depth -- I PERMIT NO. ~ ff v absomtion ~rea < ~ J Type of crib Crib diameter Crib depth Total e ecti e ab ~ Well Building foundation Nearest lot line DISTANCE TO: ~ IClass Depth Driller Distance to lot ,,.e I PERMIT NO. ~ DISTANCE TO: Building foundation Sewer line Septic tank Absorption area(s) OTHER PIPE M~T~ SOl L TEST RATING I NSTA L L E R/-~¢~:~__~ REMARKS APPROVED 72-013 (Rev~J3/78) DATE LEGAL DEF'RRTMENT OF HERLTH RND'Ef-I',/IRONMENTRL F.]~.QTECTION F, 2_ .',' "STREET., RNCHOR. RGE, RK, '2e]4-4720 PERMIT ,'.~IO. ~( '-- ) TYPE OF SOIL RBSORPT~ON SYSTEM IS' ~r'~ ~(~e~ MRXIRUM NUMBER OF BEDROORS = ~ SOIL RRTING THE REL-]UIRED SIZE OF THE SOIL ,RE,'SORPTION S'¢STEM IS: C-"EF'TH= / [ LEI'-.I,3TH= ~.~2 ,3F~R'-.-'EL [:.EF'TH= THE LENGTH DIi"lENSIOf'l IS THE LENGTH (IN FEET) OF THE TRENCH OR DRRINFIELC:. THE DEPTH OF R TRENCH OR PIT IS THE DISTRNCE BETWEEN THE SIJRFRCE OF THE GROUND RND THE BOTTOM OF THE EXCRVRTION (IN FEET). THERE IS NO SET WIDTH FOR TRENCHES. THE GRRVEL DEPTH IS THE M:fNIMUM DEPTH OF GRRVEL BETWEEN THE OUTFRLL PIPE RND THE BOTTOM OF THE EXCRVRTION (IN FEET). REC~_LI T RED SEF'T 'lr C TRI'--I~:: S I SE= //~ ~ ~) ~3RL L'_-~I'--IS PERMIT RPPLICRNT HRS THE RESPONSIBILITY TO INFORM THIS DEPRRTMENT DURING THE INSTRLLRTION INSPECTIONS OF RN'¢ HELLS RDJRCENT TO THIS PRLPERT~ RNC, THE NUMBER OF RESIDENCES THRT THE WELL WILL SERVE. TL-JC~ ( .c- ) I ~-4_'~PECT I I]r4~ RRE F-:EL:). LI I F~E[) 8RCKFILLING OF RNY _,~z, TEM ~IITHOUT FINRL INSPECTION RND RPPROVRL BY THIS DEPRRTMENT N ILL BE SUBJECT TO PROSECUTION. MINIMUM DISTANCE BETWEEN R WELL AND ANY ON-SITE SEWRGE DISPOSRL SYSTEM IS 100 FEET FOR R PRIVRTE WELL OR 150 TO 2~10 FEET FROM R PUBLIC WELL DEPENDING UPON THE TYPE OF PUBLIC WELL MINIMUM DISTRNCE FROM R PRIVRTE WELL TO R PRIVRTE SEWER LINE IS 25 FEET RND TO R COMMUNITY SEWER LINE IS 75 FEET. WELL LOGS RRE REQUIRED RND MUST BE RETURNED TO THE DEPRRTMENT WITHIN ]:0 DRYS OF THE WELL COMPLETICIN.. OTHER REQUIREMENTS MRY RPPLY. SPECIFICRTIONS RND CONSTRIJCTION DIRGRRMS RRE RVRILRBLE TO INSURE PROPER INSTRLLRTION. PERr-I I T E,'--:'P I F.:ES C, EC:EI'-IE:ER _~--- :'L.. :1_'_:~- 80 I CERTIFY THRT ±: I RM FRMILIRR WITH THE REQUIREMENTS FOR ON-SITE SEWERS RND I~ELLS RS SET FORTH BY THE MUNICIPRLITY OF RNCHORRGE. 2: I WILL INSTRLL-THE SYSTEM IN RCCORDRNCE WITH THE CODES. ~: I UNDERSTRND THRT THE ON-SITE SEWER SYSTEM MRY REQUIRE ENLRRGEMENT IF THE RESIDENCE IS REMODELED TO INCLUDE MORE THRN ~ BEDROOMS. ':,, I GNED' --~--(~-,f~ RPPL I C:RNT I - ", _IED ¢4 A GRE ,:R ANCHORAGE AREA BOk,,JGH Department of Environmental Quality 3330 C Street Anchorage, Alaska 99503 U g (¢-~,~ INSPECTION REPORT ON-SITE SEWAGE DISPOSAL SYSTEM NAME *~t~-e~¢-~ ~/'~, {"~". MAILING ADDRESS ~ ~-O I ~-~ ~J¢ PHONE LOCATION F~-~-¢'¢'~L'~'~C-4~¢-' LEGAL DESCRIPTION LI~ ~ f'v'~PVle.~,4~ SEPTIC TANK.' DISTANCE FROM WELL INSIDE LENGTH MANUFACTURER INSIDE WI~DTH _ MATERIAL LIQUID DEPTH NUMBER OF COMPARTMENTS LIQUID CAPACITY GALLONS. -~ DRAIN FIELD: I TOTAL LENGTH-. DISTANCE FROM WELL J~,~O4- FOUNDATION 3(-~ ~'- NEAREST LOT LINE [(-~ ~- OF LINES NUMBER OF LINES J DISTANCE BETWEEN LINES ~//~ TRENCH WIDTH ~)IN. TOTAL EFFECTIVE ABSORPTION AREA J OOO SQ. FT. LENGTH OF EACH LINE 4 (Z~ I DEPTH: TOP OF TILE TO FINISH GRADE ~ I DEPTH OF FILTER 3 WELL: TYPE CONSTRUCTION BUILDING NEAREST FOUNDATION LOT LINE __, CESSPOOL OTHER SOURCES APPROVED DISAPPROVED DEPTH NEAREST SEPTIC SEEPAGE SEWER LINE TANK.__, SYSTEM REMARKS DISTANCE FROM: DISTANCES: SEWER LINE DEPTH: PIPE MATERIAL: Jx.~'~i~- / LOT SLOPE: (,~3 ~ ( REMARKS: ~-~Ji~(~L (~1~ DIAGRAM OF SYSTEM DATE'Z/ /77APPROVED Form EQ-032 GRE/-' ,x ANCHORAGE AREA BOR' ~H Department of Environmental Quality 3330 C Street Anchorage, Alaska 99503 INSPECTION REPORT ON-SITE SEWAGE DISPOSAL SYSTEM SEPTIC TANK: DISTANCE FROM WELt INSIDE LENGTH ~L 1 7°,17o M A N . E A C T U R E R --¢ h 'S A T E R ' AL INSIDE WIDTH LIQUID DEPTH NUMBER OF COMPARTMENTS LIQUID CAPACITY ?Z._~ GALLONS. TILE DRAIN FIELD: DISTANCE FROM WELL / '~'~''~/ FOUNDAT,ON NEAREST LOT LINE_ NUMBER OF LINES '~t DISTANCE BETWEEN LINES 7'*+ TRENCH WIDTHz/''<~ IN. ABSORPTION AREA /~'-¢¢O SQ. FT. LENGTH OF EACH LINE ¢~, DEPTH OF FILTER DEPTH: TOP OF TILE TO FINISH GRADE MATERIAL BENEATH TILE,~--¢// TOTAL LENGTH //_~- OF LINES_ TOTAL EFFECTIVE IN. ABOVE TILE '?~- IN. WELL: TYPE /~/~;~'~¢(:~ CONSTRUCTION ---~;":~¥,C/(~t."C1 DEPTH J'7'7 DISTANCE FROM: BUILDING {_~ 7"~ NEAREST , -'+ FOUNDATION , LOT LINE//') CESSPOOL , OTHER SOURCES APPROVED. DISAPPROVED NEAREST SEPTIC ...-~. SEEPAGE SEWER LINE__, TANK//-~{-~', SYSTEM DISTANCES: DIAGRAM OF SYSTEM INSTALLED BY: PIPE MATERIAL: c:~ J f'6?~ . LOT SLOPE: Form LQ-032 %'7' ?'76 5" 5[; GREATer ANCHORAGE ArEa BorOUGH DEPARTMENT OF ENVIRONMENTAL QUALITY 3330 'C" STREET ANCHORAGE, ALASKA 99503 TELEPHONE 274-4561 PERMIT NO. SEWAGE DISPOSAL SYSTEM -- APPLICATION AND PERMIT iNSTALLATION LOCATION LEGAL DESCRIPTION INSTALLATION OF: SEPTIC TANK TYPE AND SIZE OF FACILITY TO BE SERVED FINANCED THROUGH SO~L TEST RESULTS SEEPAGE PIT _, DRAIN FIELD . , OTHER TO BE INSTALLED BY ~/r-/~'~I~ //~l~Jt ~//~L NOTE: THIS PERMIT IS NOT VALID WITHOUT SOIL FINAL INSPECTION: 24 HOUR NOTICE REQUIRED. BACKFILLING OF ANY SYSTEM WITHOUT FINAL INSPECTION BY THE DEPARTMENT OF ENVIRONMENTAL QUALITY AUTHORITY WILL BE SUBJECT TO PROSECUTION. SEPTIC TANK size /~"'~ TYPe (~'r'*~ OrS/¢-e~' SEEPAGe AREA S~Z~ ~I2] A G '~4~ ~t~ ~ TYPE MINIMUM DISTANCE& REQUIREMENTS / FOUNDATION TO SEPTIC TANK FOUNDATION TO SEEPAGE FIT SEPTIC TANK TO SEEPAGE PIT WALL SEEPAGE PIT . , DRAIN FIELD TO NEAREST LOT LINE. / WELL TO SEPTIC TANK /~ , SEEPAGE PIT DRAIN FIELD /~O f ALSO CONSIDER AREA WELLS. WATER MAIN TO SEPTIC TANK ~ / SEEPAGE PIT DRA~N FIELD / SEPTIC TANK, ~ /SEEPAGE P1T /~, DRAIN FIELD TO RIVER, LAKE. STREAM. _, DRAIN FIELD /~ DIAGRAM OF SYSTEM CAST IRON INTO AND OUT OF SEPTIC TANK AND INTO CRIB CROSSINGGAP OF EXCAVATION S FEET INTO UNDISTURBED SOIL. 4 INCH DIAMETER CAST IRON SIPHON PIPES ON SEPTIC TANK AND SEEPAGE PIT FITTED WITH AIRTIGHT REMOVABLE CAPS. GRAVEL BACKFILL CONFORM TO BOROUGH REGULATIONS REGARDING INSTALLATION. OR LICENSED DESIGNER I CERTIFY THAT I 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.~ ~; R&M EN .,,'4EERING & GEOLOGI . L CONSULTANTS 229 EAST §1st. AVE. -- P.O. BOX 8087 - ANCHORAGE, ALASKA 99503 TELEPHONE 907--279--0483 TELEX 090--35419 Civil Engineers Geologists Land Surveyors JAMES W. ROONEY, P. E. MALCOLM A. MENZIES, P.E., L.S. JAMES H. WELLMAN, P.E. August 8, 1974 AU6 6 1974 GRY:A]~R ANCI4ORAGEE~i~[~/~ I~OROUGH [~ePT. OF ~N G~UALI~[Y R & M No. 462061 RALPH R. MIGLIACCIO , Engineering Geologist. Rappe Excavating 8001 Arctic Blvd. Anchorage, Alaska 99502 Re: Test Hole and Soil Log Report for Sanitary System Lot 13 Block 2 McMahon Subdivision Dear Mr. Rappe: We are sbbmitting herewith the test boring results and our comments regarding soil conditions encountered at the subject site. This investigation was performed in accordance with your request of August 6, 1974, and those procedures outlined in a letter dated September 13, 1971 by Mr. Rolf Strickland of the GreaterAnchorage Area Borough Department of Environmental Quality. A single test hole was put down within the Lot 13 area for the purpose of defining general subsurface soil conditions for the proposed sanitary system. Excavation was accomplished with a tractor-mounted backhoe and the test hole was extended to a total depth of 16.0 feet below ground surface. The final log prepared for the test hole has been included in Drawing A-01. Ground water was not encountered in the test hole. We appreciate being given this opportunity to be of service to you. Should you have any questions with regard to the above, please do not heistate to contact us. Very trulY yours, R & M ENGINEERING & GEOLOGICAL CONSULTANTS~ INC. JWR:kd xc: GAAB ANCHORAGE FAIRBANKS · JUNEAU TH-1 ORGANICS SILT, TRACE SAND (ML) O.0' 0.5' ! .51 SILTY SANDS TRACE GRAVEL (SM) 6.01 SILT, TRACE SAND (ML) GRAVELLY SAND (SP) 7.01 8,5' SILTY SANDS TRACE GRAVEL (SM) GRAVELLY SAND (SP) SILTY SAND (SM) GRAVELLY SAND (SW) 12.0' 13.O' 14.0' NO WATER TABLE 16.0' NOTE: Test hole excavated with tractor-mounted backhoe. Engineering ~ Geological Consultants Inc. ANCHORAGE FAIRBANKS ALASKA ,~UNEAU ~?E 8-13-74 I o. E ]":2' IDWN BY BH lc.K[~ ~¥ WED RAPPE EXCAVATING LOG OF TEST HOLE ANCHORAGE,ALASKA ~. A-O1 gpuMs MUNICIPALITY OF ANCHORAGE Development Services Department Phone: 907-343-7904 On-Site Water & Wastewater Section Fax: 907-343-7997 Certificate of On-Site Systems Approval Parcel I.D. 01704114 Expiration Date: 1. GENERAL INFORMATION Complete legal description McMahon Block 2 Lot 13 Location (site address) 3951 Furrow Creek Current property owner(s) Grace Browning Day phone Mailing address Real estate agent Day phone 2. TYPE OF DWELLING: x Single Family (w/wo ADU) n Duplex - 111 Multiple Dwellings (Single Family and/or Duplex) ) 3. NUMBER OF BEDROOMS: 4 'AL- 4. TYPE OF WATER SUPPLY: TYPE OF WASTEWATER DISPOSAL: Private Well Private Septic x 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 $ ooa Waiver Fee $ Date of Payment �1 a�(rR Date of Payment Receipt Number a.3(4:01 D Receipt Number COSA# Q5C(9I 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. Name of Firm C&M ENGINEERING Phone 8545558 Address 20182 TULWAR Engineer's Printed Name CHARLES BALZARINI Date 6/1 8/1 9 :07.0r:� TM ••*�l 49 � 6. DSD SIGNATURE 0' •••'•'" System #1 Approved for t bedrooms �' F CHARLES G BALZA• RINI � System #2 Approved for bedrooms r0,1<<••• . CE-13854 .�� i� Disapproved ,lk`FoPROFESSI5NA,,1 . lANIAM\01016 - Conditional approval for bedrooms, with the following stipulations: OF ri� iOWATE RAND ' , PROGS ' -z c \NASTEVVATER tec: / I � C� F. c,:'' �F 111,�1ITF \ `,l »)))1»))' (_ / Original Certificate Date: (�'^ )----7 -IF 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 Nitrate Advisory Septic System Advisory Arsenic Advisory Well Flow Advisory Other COSA CheckI st b'.ue sheet COSA Checklist Legal Description: MCMAHON Parcel ID: If more than 1 septic system on lot: COSA Checklist# of Structure served by this system A. WELL DATA ❑ Well log is filed with Onsite (or attached) Well production at time of test +3.0 gpm Date drilled 1/3/85 Water storage tank volume na gallons Total depth 175 ft Well disinfected for coliform test? ❑ Yes 0 No Cased to +40 ft 0 Coliform bacteria is Negative ❑� Sanitary seal is functioning correctly Nitrate 9.08 mg/L ❑ Nitrate less than MRL (ND) [' Wires are properly protected Arsenic ug/L ❑■ Arsenic less than MRL (ND) Casing height(above ground) +24 in. Collected by C&M Engineering Date of flow test for COSA 6/4/19 Date of Sample 6/4/19 Static water level at beginning of test 134 ft Comments well pump installed at 170' in 2007. * well data based on previous Health Authority Approvals. B. TANK DATA C. LIFT STATION Age of tank(s) 4 years ❑ Required maintenance completed Tank type/material steel Age of lift station na years ❑■ Standpipes/foundation cleanout per record drawing Lift station material na Date of pumping 5/23/19 Comments: steel septic tank D. ABSORPTION FIELD DATA (2) shallow trench Which system tested (date installed) 7/11/15 Adequacy test date 6/4/19 ❑■ ALL standpipes present per record drawing Results ❑✓ Pass For 4 bedrooms Total measured depth from grade 11 ft (max) Fluid depth prior to test C in Measured depth to pipe invert from grade 7 ft(min) Water added 600 gal ❑ N/A—pressurized field New depth 0 in UI Monitor tubes go to bottom of drainfield. If not, state Elapsed time 0 min depth into effective ❑ Code-required soil cover over field Final fluid depth 0 in ❑ System presoaked Absorption rate 600 gpd (Required if vacant for greater than 30 days prior to Any rejuvenation treatment(past 12 months) date of test) Gallons introduced gallons If yes, enter date na Comments/Deficiencies:home was not vacant prior to test. COSA Checklist yellow sheet E. SEPARATION DISTANCES From Private Well on Lot to: (Please enter distances if less than required or if community well) Septic Tank/Lift Station on Lot > 100' Community Sewer Manhole/Cleanout> 100' ❑✓ Yes if No ft '✓ Yes if No ft Neighboring Tank > 100' Z Yes if No ft Private Sewer/Septic Line > 25' ✓'Yes if No ft Absorption Field on Lot > 100' E Yes if No ft Holding Tank > 100' ['Yes if No ft Neighboring Absorption Fields > 100' Animal Containment> 50' ✓'Yes if No ft ❑✓ Yes if No ft Manure/Animal Excreta Storage > 100' Community Sewer Main > 75' ✓'Yes if No ft E Yes if No ft From Septic/Holding Tank on Lot to: (Please enter distances if less than required) Building Foundations > 10' ✓'Yes if No ft Surface Water> 100' '✓ Yes if No ft Property Line > 5' ✓'Yes if No ft Driveway/Parking > 0' ',/ Yes if No, comment Absorption Field > 5' '✓ Yes if No ft Wells on Adjacent Lots: Water Main > 10' '✓ Yes if No ft Private Wells > 100' ✓'Yes if No ft Water Service Line > 10' ✓❑ Yes if No ft Community Wells > 200' 2 Yes if No ft From Absorption Field on Lot to: (Please enter distances if less than required) Building Foundation > 10' 0 Yes if No ft Driveway/Parking > 0' E Yes if No, comment Property Line > 10' ✓❑ Yes if No ft Wells on Adjacent Lots: Water Main > 10' ❑✓ Yes if No ft Private Wells > 100' Q Yes if No ft Water Service Line > 10' ✓0 Yes if No ft Community Wells > 200' '✓ Yes if No ft Surface Water> 100' '✓ Yes if No ft F. ENGINEER'S COMMENTS G. ENGINEER'S CERTIFICATION _+��"\x� ���°F a�gs‘ll 1 certify that I have determined through field inspections and review �0).• `4� •'�.9°, of Municipal records that the above systems are in conformance with *:'49 TI-1 �\ . *04 MOA COSA guidelines in effect on this date. 6/20/2019 •• •/ /14 jj• CHARLES G BALZARIN1 ri- r7,,,sF •CE-13854 . �����/� COSA Checklist yellow sheet 4 k��\�i�lt~� MUNICIPALITY OF ANCHORAGE DEVELOPMENT SERVICES DEPARTMENT , "i1 907-343-7904 On-Site Water and Wastewater Section Fax: 343-7997 www.muni.org/onsite Nitrate Advisory Certificate of On-Site Systems Approval # 0SC191259 Subdivision: McMahon, Block: 2 , Lot: 13 A water sample revealed a nitrate concentration of 9.08 milligrams per liter (mg/L). The Environmental Protection Agency (EPA) has established a maximum contaminant level (MCL) of 10.0 mg/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. Please see the attached "Nitrate Fact Sheet" for important information regarding nitrate. It is recommended to test regularly for nitrates given the currently high number This advisory must be attached to all copies of the subject Certificate of On-Site Systems Approval. Mailing Address: P.0. Box 196650 *Anchorage,Alaska 99519-6650 *www.muni.org Nitrate Fact Sheet From Northern Testing Laboratories, Inc. Nitrate is a negatively charged compound of nitrogen and oxygen, which is very soluble in water. Nitrate is not readily filtered or otherwise removed in the soil and can pass rapidly into ground water wells. SOURCE: Nitrate is a major component of fertilizer and wastewater. Often the nitrate is in the form of ammonia or protein first, which through contact with oxygen and certain bacteria, converts to the oxidized form known as nitrate. Sources of nitrate from wastewater include urea, ammonia cleaners, , food solids,and bacterial cells. It may also result from the breakdown of organic matter buried in the soil. TOXICITY: Nitrate is generally not toxic to adults or children over the age of two or three years, but is associated with a potentially fatal infant disease called methemoglobinemia. In the digestive system of young children, nitrate converts to nitrite, which can pass through the intestinal wall into the blood stream. There it combines with the hemoglobin and interferes with the ability of the blood to carry oxygen. For this reason, methemoglobinemia is referred to as "blue baby" disease. The EPA limits the concentration of nitrate in public drinking water supplies to 10 mg/L. The standard has been lowered from a previous level of 45 mg/L set by the US Public Health Service and the World Health Organization. TREATMENT: due to its solubility in water and negative ionic charge, filtration and other common home water treatment systems such as softening or iron filtration does not readily remove nitrate. The best method for limiting nitrate in well water is source control. This can include avoiding overdosing of fertilizer near the well and maintaining good separation distances between septic tank leach fields and the well. A special anion exchange filter that contains a media with a strong affinity for negatively charged ions in water, or by a reverse osmosis treatment system or distillation can remove nitrate. TESTING: Nitrate analysis is usually done by one of the several "wet chemical" methods using a spectrophotometer to read the final color endpoint. Specific ion electrodes also can be used to detect the activity of nitrate in water. This laboratory uses several different wet chemical methods approved under the public water supply laboratory certification program. They also have test kits available, which the laboratory uses to perform an inexpensive "screening test", and with which the homeowner can monitor the change in nitrate levels from their well. They recommend comparing the test kit results against a certified analysis from the lab occasionally to verify the accuracy of the kit. We recommend using a specially prepared bottle that has been rinsed in hydrochloric acid for collecting samples. Mailing Address: P.O.Box 196650*Anchorage,Alaska 99519-6650 *www.muni.org Frontier Surveys,LLC Project No: 19-215 Date:06/25/2019 ' ik Ordered By: Charles Balzarini I Plat:65-86 Grid: N/A Scale 1"=40' LOT 9 — I. ___ 1_7'21"E 140.07 L — —1— v-- -c.v-r.. �,10'UTIL ESML O4 S88°V r�Y I — -1 LOT 11 1 Lot 13,Block 2 •I iJ ISI McMahon Subdivision V 33,715.5 Sq.Ft.+1- 3957 Furrow Creek Road r,p' W2 d otached F2 CarGarage r3i r3; — - - —, - Q, SHE. - *:[ 'am. CO� 2.0 // ,.r5: �� e q I I LOT 14 / b ti 464 o L n 2.0 / 32.8 \ ep W 45.4 734 35.2\ v / g X50 �\� n.'' OS 26.3 N I $ PAVFD OR 1,EWq y ?'4 hp®. 0 0 / I0 I rWi I LOT 12 1 0 / / // \ CULVERT N86*40'11"W 140.23 / 4111111111, go / ce III / EDGE OF PAVEMENT —rr. FURROW CREEK ROAD ---___ __ Legend: Zy Electric Meter/Outside Power eta.,Telephone Pole .L A Tel.Ped. XGas Meter :it::: Deck -0- Fence tt�A Elec.Ped. S; Septic (W; Water Well O Concrete -we-OverheadUtility 0 20 40 80 General Notes: 1.This document is created for the purpose of a single property transaction and is subject to Federal Copyright Laws. 2.Excepting for gross negligence,the liability for this survey shall not exceed the cost of preparing this survey. Scale in Feet 3.All measurements/setbacks are to the visual/apparent building footprint. 4.All dimensions to property lines are plus/minus 0.ift. ``,*0,0 0 tt$0, This survey complies with the ASPLS Mortgage Location Standards.The survey represents visible improvements and F q }$I conditions at the time of the survey.This document does not constitute a boundary survey and is subject to any ``r '(t+a+a-e•.yy Z4 4 inaccuracies that a subsequent boundary survey may reveal.It is the responsibility of the Owner to determine the ea ,`P.+ `' 4ZJ:f� f existence of any easements,covenants,or restriction which do no appear on the record plat.Under no circumstances .4 c7' ' ,, ♦4 should this document be used for construction or for establishing a boundary or fence line. * ~ 491Li1\ %.*% As-Built Survey of: S• ,i� Lot 13, Block 2 McMahon Subdivision A i trededoW. sera • �.1 it re NO.L.5..9946 , + I,Frederic Wagner,hereby certify that this Mortgage Inspection Survey was performed by me,or cam : :AP�' under my direct supervision on June 17th,2019. 5 *• 6/25/2019 i �ril,OFESSIONA�voclo4, Frontier Surveys,LLC �q '4%9NP0 yIt ' 650 W.58th Ave.Suite E Anchorage,Alaska 99518 907.460.1686-info@frontiersurveys.com PROFESSIONAL SEAL www.frontiersurveys.com MUNICIPALITY OF ANCHORAGE DEPARTMENT OF HEALTH & HUMAN SERVIOES 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.# OIT--O~/--t/~ 1. GENERAL INFORMATION Complete legal description HAA # io1/_¢'- Location (site address or directions) ProPerty owner Mailing address Lendingagency Mailing address Agent Address Day phone Dayphone ~-~y -~ j2.~<::~ Unless otherwise requested, HAA will be held for pickup. NUMBER OF BEDROOMS: TYPE OF WATEr{ SUPPLY: Individual well Community well Public water NOTE: q If community well system, p~ovide written confirmation from State ADEC attest- ing to the legality and status of sYstem. 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 (Rev. 1/91) Front MOA #21 Sm Address .~00 EngineeCs signature ',._~:~¢¢~¢~w/(/~/¢ ~ STATEMENT OF INSPECTION BY ENGINEER As certified by my seal affixed hereto and as of the validation date shown below, I veri. fythat 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 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 in compliance with all Municipal and State codes, ordinances, and regulations in effect on the date of this inspection. Phone Date bedrooms. DHHS SIGNATURE // Approved for /F'O U/'~ Disapproved. Conditional approval for bedrooms, with the following stipulations: Additional Comments 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 DH HS 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) B~ck MOA fY21 Municipality of Anchorage DEPARTMENT OF HEALTH & HUMAN SERVICESR E' E E I V E Environmental Services Division 825 L Street, Room 502 · Anchorage, Alaska 99501 · (907) 34~?~q 1998 Health Authority Approval Checklist Municipality of Anchorage Dept. Health & Human Services A. WELL DATA We, t~pe pr; Log present (Y/N) ~ Date completed Cased to Sanita~ seal ~/N) If A, B, or C, attach ADEC letter. ADEC water system number Casing height (above ground) Wires properly protected (Y/N) Date of test Static water level Well production WATER SAMPLE RESULTS: Coliform ~ Date of sampl~.'' FROM WELL LOG AT INSPECTION ~7- g.p.m. ~ '~ Nitrate Collected by: g.p.m. Other bacteria B. SEPTIC/HOLDING TANK DATA '"7 Z 4 ' g ~5(.~ Dateinstalle~-~~'~' Tanksize /~"~' Number of Compartments /'~ Cleanouts(Y/N) T Foundation cleanout (Y/N) ~ Depression (Y/N) / High water alarm (Y/N) ~-))/~ Date of Pumpihg 7~'~<:~ Pumper O/a kc~ol4ql~-~ C. ABSORPTION FIELD DATA Date installed -7~?'~-- ]~°~C:> Length ~f')' Width _.& _ Gravel thickness below pipe Effective ab on area /.00v, Monitoring Tube present (y/N) Date of adequacy test ? ~ ! ~' "- ? ~? Results (Pass/Fail) '~ 5 ~ Soil rating (g.p.d./ft~ or ft3/bdrm) Z>U//~{'~ystem type / 0 Total depth ~ Depression over field (Y/N) For Fluid depth in absorptiop:~fi~d before test (m.); 0_L~.~mediately affer~ gal. water added (in.): ~~,,<~/-/~r~. Z~,~--~L ~ Abso tlon rate ~' (ins) Minutes later: - ~ ~' = g.p.d. Fluid depth Peroxide treatment (past 12 months) (Y/N) ~ ~ 72-026 (Rev. 3/96)* bedrooms If yes, give date : D. LIFT STATION /~/~ ~s Date installed Manhole/Access (Y/N) J "Pump on" level at* High w~ *Datum C~vete~tested E. SEPARATION DISTANCES "Pump off" level at* SEPARATION DISTANCES FROM WELL ON LOT TO: Septic/holding tank on lot I 0 ?~ Absorption field on lot I I ~ Public sewer main c~ (~O I ~ Sewer/septic service line On adjacent lots I C)O~ ~' On adjacent lots } 001 q~- Public sewer manhole/cleanout ~ 001 Lift station ~/l~ SEPARATION DISTANCES FROM SEPTIC/HOLDING TANK ON LOTTO: Foundation ~ I I ~.--~) )) Property line ~- Absorption field Water main/service line %~'t' Surface water/drainage.~O014" Wells on adjacent lots I00 + SEPARATION DISTANCE FROM ABSORPTION FIELD ON LOT TO: Property line Surface water Curtain drain Building foundation ~21 Water main/service line Driveway, parking/vehicle storage area ~ Wells on adjacent lots /¢OLO I q~ F. ENGINEER'S CERTIFICATION I certify that I have determined thru field inspections and review of Municipal in conformance.with MOA HAA gui~eline~/h effect on this date. Signatu r~.~~7/ ~/~/ Engineer's Name ~<:~ ~ d,~ O ~" //~6~/~/69 ~y HAA Fee $ Date of Payment Receipt Number 72-0~6 (Rev. $/96)* Waiver Fee $ Date of Payment Receipt Number MUNICIPALITY OF ANCHORAGE MEMORANDUM SEPTIC SYSTEM ADVISORY HEALTH AUTHORITY APPROVAL NO. ~0~I Prior to a recent adequacy test on the septic system for this lot, //O inches of standing water was observed in the absorption field. This indicates that approximately ~ % of the absorption area is inundated. Although this system passed the adequacy test, the remaining life expectancy may be limited. This advisory must be attached to all copies of the subject Health Authority Approval. MUNICIPALITY OF ANCHORAGE DEPARTMENT OF HEALTH & HUMAN SERVICES 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.# ~)/~- 0/-~- /L/L HAA# 1. GENERAL INFORMATION Complete legal description Lot 13 Block 2 HcF'~_hon Subdivision Location (site address or directions) 3951 ~trrow C~eek Road Property owner Mailing address Lending agency Mailing address Agent Address Yd.rk Anc~ews Day phone 345-3601 3951 Furrow C~eek Road, Anchorage, Alaska 99516 ~'emie.~ Mo~cgage Day phone 563-7736 3000 A Street, Suite 102, Anchorage Alaska 99503 Kevin Breeland ' Day phone 563-7736 Unless otherwise requested, HAA will be held for pickup. NUMBER OF BEDROOMS: ~, 3. TYPE OF WATER SUPPLY: Individual well Community well Public water X 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 o n-site Hc~'iaing-:tahk Co rnmunity on-site Public sewer NOTE: If community wastewate[$ystem, provide written confirmation from State ADEG attesting to the legality and status of system. 72-025(Rev. 1/91) Front MOA#21 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 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 in compliance with all Municipal and State codes, ordinances, and regulations in effect on the date of this inspection. Name of Firm DHI Consultinq Enqineers Phone (907) 345-1385 Address P.O. ~-~9 An~.~aska 99511-1349 · Date Engineer's signature ..~ · :" Dee High The trench is reaching its lif~xpectancy - The lower 4' of trench has ~ery little, absorbtion capacity left. The entire 600 = gallons of water introduced during'the test was absorbed in the top 12" of the DHHS SIGNATURE Approved for Disapproved. Conditional approval for bedrooms, with the following stipulations: Additional Comments Date '~h'e M66i~i~li~7 of J~c-~rage Department of Health and Human Services (DHHS) ~ssues Health Author,~ '::~,~[~pr. oval C~rtific~!~9~.based only upon the representations given in paragraph § above by an independent ~r6f~ssiona[ en~in%~: re'gis~ered in the State of Alaska. The DHHS does this as a coudesy ~o purchasers of homes an'd th~i~'~i~in g ir~sfi'iufions in orderto sarisfy certain federal and s~a~e requirements. Employees of DHHS do not conduct inspections or analyze da~a before a certificate is issued. The Municipali~ of Anchorage is not responsible for errors or omissions in the professional engineer's work. . ~ , 72*025(Rev. 1/91) Back MOA~21 Municipality of Anchorage Department of Health and Human Services HEALTH AUTHORITY APPROVAL CHECKLIST Legal Description: Lot 13 Block 2 McMahon Parcel I.D. A. Well Data Well type Individual Log present (Y/N) N Total depth N/A Sanitary seal (Y/N) Date of test Static water level Well flow Pump level1 Cased to Y If A, B, or C, attach ADEC letter. ADEC water system number Date completed N/A Driller N/A Casing height Wires properly protected (Y/N) FROM WELL LOG 01/03/85 (~ 150' 177' SEPARATION DISTANCES FROM WELL TO: Septic/holding tank on lot 102 ' (~ Absorption field on lot 116 ' ~ Public sewer main - Sewer service line - g.p.m. N/A 2.1' Y AT INSPECTION ~O. % 10~05/94 %7..~: 3.2 g.6.~ "~ 177 ~ ~ ; On adjacent lots 100+ ~3 . ; On adjacent lots 100+ * Public sewer manhole/cleanout - Petroleum tank N ~ WATER SAMPLE RESULTS: Coliform Date of sample: 10/05/94 Nitrate Collected by: Other bacteria Mark Erickson B. SEPTIC/HOLDING TANK DATA Date installed 08/04/94 Cleanouts (Y/N) Y High water alarm (Y/N) Date of pumping Tank size 1250 Compartments 2 Foundation cleanout (Y/N) Y ~ Depression (Y/N) N <~ Alarm tested (Y/N) 04/25/94 Pumper Roto Rooter # 59632 (Receipt) SEPARATION DISTANCES FROM SEPTIC/HOLDING TANK TO: Well(s) on lot 102 ' To property line 70' + Sudace water/drainage On adjacent lots 100+ L_~ Foundation 31.35' ~) Absorption field 10.8' L_~ Water main/service line - * Could not locate septic system on property to the east. 72-026 (3/93)' Front Well to property line to each Approximately 95'. CONTINUED ON BACK PAGE C. LIFT STATION Date installed Size in gallons Vent (Y/N) ~ufacturer JManhole/Access (Y/N) "Pump on" lev~'"~t "Pump off" Level at High water alarm level / Cycles tested Meets MOA electrical codes (Y/~__ SEPARATION DISTA~FROM LIFT STATION TO: Well on lot On adjacent lots Surface water D. ABSORPTION FIELD DATA Date installed 07/25/80 Length 50~ ~ Width Soil rating (GPD/Ft2) 2505F 3' ('~ Gravel thickness 10' ~ System type T~ench Total depth 15 ~ Total absorption area 1000 Cleanout present (Y/N) Date of adequacy test 10/05/94 Water level in absorption field before test Peroxide treatment (past 12 months) (Y/N) Results (pass/fail) Pass for 9~ - 2" Aftertest If yes, give date Depression over field (Y/N) N ~ 4 Bedrooms 9' -2" SEPARATION DISTANCE FROM ABSORPTION FIELD TO: Well on lot 116 ' To building foundation 42.2 ' On adjacent lots unknown Sudace water N ~> Curtain drain N/A On adjacent lots 100 + Property line To existing or abandoned system on lot Cutbank - Water main/service line E. ENGINEER'S CERTIFICATION 15' about 10' ~ Driveway, parkinCvehicle storage area 50+ ~ DHI Consulting Engineers Records DHHS Records Provided by Owner I certify that I have checked, verified, or conformed to all MOA and HAA Signature~ Engineer's Name Date HAA Fee $ Date of Payment Receipt Number 72-026 f~V Back Waiver Fee $ Date of Payment Receipt Number CT~ERef.~ Cli~t 8ample 1D Client Or&r~d By P~oje~t~ PWSID Commercial Testing & Engineering Co. Environmental Laboratory Services m~e'-~,"~'J~'~-a~'~'~:ar~.~r~~'~jr'e'j'~:ar~r'~''~'j~ LABORATORY ANALYSIS REPORT 94,5123-1 L13 BLK~ MCMAHON WATER Parameter Nitrote-N ROUTINE SA/vIPLE COLLF3C'fED BY: M.P. O_C Allowable Ext. Anal. Results Qtlal 0~]ts Method Limits Da~e Date 3,75 ---- xtt~ L:?PA353-2/300,0 10 10/07194 CM~ UA= Unavailable NA-- Not Analyzed LT= Less 7hah Gl'-- L'~wler ~[hml 5633 B Street, Anohotage, AK 9951 8-1600 --Tel: i907) §62-2343 Fax: {907) 561-6301 ENVIRONMENTAL FACILITIES IN ALASKA. COLORADO, FLORIDA. ILLINOIS, MARYLAND. NEW JERSEY, OHIO, UTAH, WEST VIRGINIA ,~tl I.tl *i.~llt;lt~tltl I I ILl; GREATER ANCHORAGE AREA BOROUGH Department of Environmental Quality 3330 "C" Street, Anchorage, Alaska 99503 274'4561 Date Received January 12, 1977 Time of InspectiOn Date of Inspection REQUEST FOR APPROVAL OF INDIVIDUAL SEWER & WATER FACILITIES FOR 7. Conv. Appr0va] requested by: Alaska Mutual Savings Bank Mailing Address: Post Office Box 1120, 99510 .2. Property Owner: Mailing Address: 3. Legal Description: 4. Location: Ronald W. Elarth Phone: Phone: Furrow Creek Road Lot 13*Block 2 Mc Mahon Subdivision Furrow Creek Road 274-3561 .349-1760/276-4511 Type of facility to be inspected Well Data: A. Type Individual Single Family No, of bedrooms B. Depth 135' 'C. Construction ~/~~ D. Bacterial Analysis 7. Sewage Disposal tSyst~m: On-site system A. Installed B. Installer C. Septic Tank: i~l. Size D. Seepage Pit: il; Absorption Area E. Disposal Field: Total length of lines Distances: A. Well to: Septic tank Nearest lot line B. Foundation to septic tank 2. Manufacturer 2. Material , Absorption area , Other contamination , Absorption area , Sewer Lines C. Absorption area to nearest lot line EQ-034 (1/74) Page 1 of two pages pa~ 2 of %wo pages Re:-~!st for Approval of IndividUal :-~)er & Water Facilities Legal Description Lot 13 Block 2 Mc Mahon Subdivision Greater Anchorage ~ Borough, Deparltment of Environmental Quality DIAGRAM OF SYSTEM I Certify that the information contained in this request for approval to be a true and accurate representation of the subject sewer and water facilities and these facilities are operating 'satisfactorily. SIGNED Date EQ'034 (1/74) GREATER ANCHORAGE AREA BOROUGH ~I~I~.~TAI. Pll~TsC'rl~l Department of Environmental Quality 3330 "C" St., Anchorage, Alaska 99503 - 274.4~',,~ ~,,. REQUEST FOR APPROVAL OF INDIVIDUAL SEWER & WATER FACILITIES 1. Type of Inspection: CMRO 2. Property Owner: R~k/~& O VA FHA CONY ~ Mailing Address: Name of Buyer: ~e~ ~~'~$ Mailing Address: ~t~l¢~e~lml~ &~.~V Day Phon~'$°~) Name of'Lending Institution: ~/~ ~~,~(. Mailing Address: ~/ Name of Realtor or Agent: Mailing Address: 9~/ Legal DescriPtion: Locati on: 7~ Type of Facility to be inspected: /~/~$~- ~. No. Bdrms. &~ Water 'Supply Type of Supply: Public Utility ~ Individual If Individual, number of dwellings presently ser.ved If Individual, depth of well /~$ ! Sewage Disposal System Type of System: Public Utility Individual (on-site) If Individual, date of installation /v~' ~¢,~ - ~.~. ~ E0-037 (1/74) ~k% ~ GREATER ANCHORAGE AREA BOROUGH Department of Environmental Quality 33Q "c" street, Anchorage, Alaska 99503 274-4561 Date Received April 8, 1976 Time of Inspection~ Date of Inspection ~~LL~ REQUEST FOR APPROVAL OF INDIVIDUAL SEWER & WATER FACILITIES FOR conv. l. Approval requested by: Mailing Address: 3380 C Street 2. Property Owner: James Chepey Mailing Address: Star RoUte A Box 1568-J, o Dynamic Realty - Valda Drake 99507 Phone: 279-7611 Phone: 344-5796 Legal Description: Lot 13 Block 2 Mc Mahon Subdivision L0cati0n:. Furrow Creek Road, second hou~on right Type of facility to be inspected Single Family No. of bedrooms Well Data: Inclividual L serving one ¢. Construction ~, Sewage Disposal System: On-site sTstem A. Installed 1974 D. Bacterial Analysis B. Installer C. Septic Tank: 1. Size D. Seepage Pit: 1. Absorption Area E. Disposal Field: Total length of lines Distances: A. Well to: Septic tank Nearest lot line B. Foundation to septic tank 2. Manufacturer 2. Material , Absorption area , Other contamination , Absorption area , Sewer Lines C. Absorption area to nearest lot line EQ-034 (1/74) Page 1 of two pages Page, 2 of two ,pages - Re'~'~Xst for Approval of Individual J--'~r & Water Facilities Legal ~escription Lot 13 Block 2 Mc Mahon Subdivision Comments Approved Disapproved ~~~ Date ~/-/~ Approval ~Valid for one year from date sig~d Greater Anchorage Area Borough, Department of Environmental Quality DIAGRAM OF SYSTEM I certify that the information contained in this request for approval to be a true and accurate representation of the subject sewer and water facilities and these facilities are operating satisfactorily. SIGNED~ ~/~.~ ~~/~ ~~/ Date /~//~//7~ EQ-034 (1/74) DEP'f, (DF IdE/,.L'iH & MUNICIPALITY OF ANCHORAGE ZNVIRQNMLNI','XL p;,O~,[iCl'lObl DEPARTMENT OF ENVIRONMENTAL QUALITY ..... ' · 2330 "C" Street, Ancho ge, Alaska 99503 - ~1 REOUEST FOR APPROVAL OF INDIVIDUAL SEWER and WATER FACILITIES 1. Type of Inspection: 2. Property Owner: Mailing Address: 3. Name of Buyer: FHA Day Phone Mailing Address: Day Phone 4. Name of Lending Institution: Mailing Address: Phone 5. Name of Realtor or Agent: /~c 7-?~'~-~'¢~ Mailing Address: ~ :~.~ 4L- ~-'74, Phone / Type of Facility to be inspected: /~¢¢~-~ No. Bdrms. ~ Water Supply Type of Supply: Public Utility If Individual, number of dwellings presently served Individual / If .Individual, depth of well Sewage Disposal System Type of System: Public Utility If Individual, dat'e of installation Individual (on-site) EQ-037 (1/74) 4,, 5. 6. o &pprovai requested by: Date Received C~._ Time of Inspection Date of Inspection REQUEST FOR APPROVAL OF INDIVIDUAL SEt.]ER & WATER FACILITIES Hailing Address: 7/_~_ Property Owner: ~. ~~ Phone: Nail]ny Address: Type of facility to be i.,pec,ed~~ A. Type ,~-~d/~,~:. . _ B. Depth , "~'~.., . _ z ¢71 ' T /, ' C. Seotic Tank: 1. Size .,'~ Absorp~;ion Area '' ~. D. q n ~ Ma'terial ..ee,.age Pit: ,. . E. Disposal Field: ..~o~,. length oF lines Bi stances: A. ~.~eil to: Sar, tic tank /X',:; / ? Absorption area ~'~'¢~ tot !i.~" //~ ;~' ' ........... ~ O~;hep co~i;a~!~at!ot~ B. Foundation to 'nt'~r~ tank Set .... Sewer Lines Absorption area ~?": ~?' C. AbsoPption area zo nearest io. lir,,e :4Y-: Page 1 of two pa. gas :':':".:":'~ ':::~"7' '~ ':': ":':~'7': ':" GREATER ANCHORAGE AREA BOROUGH ..... Department of Environmental Quality 3330 "C" St., Anchorage, Alaska 99503 274-4561 REQUEST FOR APPROVAL OF INDIVIDUAL SEWER & WATER FACILITIES 1. Type of Inspection: CMRO 2. Property Owner: q~-~_~r~ Mai-ling Address: 3. Name of Buyer: VA V~ F H A ...... Do.y Phone CONV Mailing Address': Name of Lending Institution: )~.~ ~.__ Day Phone Mailing A~dress: Name of ~r.Agent: Mailing Address: Phone 8. Water Supply~L~. Type of supply: Public Utility Individual If Individual, number of dwellings presently served If Individual, depth of well Sewage Disposal System ~.~ ~, Type of System: Public Utility Individual (on-site) If Individual, date of installation EQ-037 (7/74) A chov - e POUCH 6 650 ANCHORAGE, ,ALASKA 99502 (907) 279 251'1 GEORG[' M SULI. IVAN, MA YOR January 26, 1977 Alaska Mutual Savings Bank Mortgage Loan Section Post Office Box 1120 Anchorage, Alaska 99510 Subject: Lot 13 Block 2 Mc Mahon Subdivision An adequacy test of the subject property revealed additional sewer absorption area is required. This department would grant a temporary approval if funds are escrowed to upgrade the existing system. The upgrade requires a permit and the following specifications apply: (1) Additional drainfield trench, length 41' (2) Trench width 3' (3) Gravel depth in trench 3' The upgrade must be completed b~ The well construction and quality is satisfactory. If there are any further questions, please contact this office at 279-2511, extension 224 or come by the offices at the above address. Sincerely, Les N. Buchholz Sanitarian LNB/ljh ~ January 25, 1976 R & M No. 751501 Mr. Ronald W. Elarth Star Route A Box 1568 J Anchorage, Alaska 99507 Re: Percolation Test on Existing Disposal System, Lot 13, Blk 2, McMahon Subdivision, Anchorage, Alaska Dear Mr. Elarth: On January 24, 1977, at your request, our office conducted a percolation test on the septic system located on the above described lot. The following table represents the level of the liquid in the septic tank. The depth of liquid in the tank was initially 5.7 feet below the top of the stand pipe. The tank had not been pumped prior to the test and was, therefore, assumed to be at the outlet level. For the test, the liquid level was measured from the top of the stand pipe. Summary of Measurements Level of Liquid Meter Reading Time In Septic Tank in Gallons Remarks 0:00 5.66 2,189.1 (initial) 0:20 5.44 2,276.5 0:26 5.32 2,302.1 1:56 5.44 2,302.1 (final) Fill Storage Start Test 26.6 gallons 26.6 gal/96 min = 0.28 gpm, End Test The meter used during the test was a Rockwell 5/8" standard water meter. The meter had previously been calibrated by R & M Consultants, Inc. Since the house on the lot concerned was occupied, it can be assumed that the leachfield in question was at its normal degree of saturation. If it is assumed that the existing four bedroom residence will house eight people, the average daily load on the disposal system can be expec- ted to be 600 gallons per day, or 0.42 gpm. Mr. Ronald W. Ela~th January 25, 1977 Page 2 Since the existing disposal system accepted 26.6 gallons in 1.60 hours or 0.28 gpm, I would conclude that the leach field is presently perform- ing in an unacceptable manner for the attached residence. If you should have any questions concerning this test or this letter, please do not hesitate to call. Very truly yours, R & M CONSULTANTS, INC. Ed Yarmak, Jr. Geotechnical Engineer EY:mh PROVIDENCE HOSPITAL April 20, 1976 3200 Providence Drive Anchorage, Alaska 99504 277-6671 To Whom It May Concern: I understand that the home I am seeking to purchase, on Furrow Creek Road, may be used, at maximum, as a four-bedroom home; that the septic system is not large enough for a larger home. My family consists of myself, my wife and three children. We intend to use that home as a four-bedroom home, with one additional room used as a combined office-den and another as a toy-sewing-storage room. If our family size changes, it will be as a result of children maturing and leaving home. Certainly my family will not increase in size. ~. El~rth SUBJECT Lot !3 Block 2 Mc ~hon S~bdivizion P!easa eec the attached letter, %he due date DATE June 30, 1977 no record of the upgrade° 279-2.511, extension 2~4 or ~.25. ~ ~ 7-11-77 Par the attached letter, Hill's Excavating has been contracted to do the work, and the realtor involved has advised AMSB that at preseut they are waiting for M,,n~tpality permit before beginning work. Thank you. -SIGNED ' ~ ' DATE July 11, 1977 . (/0~9_~ ,~_~.~/___ .. Cat~ Huff, Closer - i~ ,~ "'~..z~.~- .~ ,~s. ~.~. ~. ~,.o. ,~- 4S 469