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Home My WebLink AboutSHANGRI-LA LT 17hangri-La Lot 17 #020-043-35 �-\ Municipality of Anchorage Development Services Department JJ Building Safety Division ' On -Site Water and Wastewater Program. 4700 Bragaw St P.O. Box 196650 Anchorage. AK 99519-6650 Page I of 'Z www.ci.anchorage.ak.us (907) 343-7904 ON-SITE WASTEWATER DISPOSAL SYSTEM AND/OR WELL INSPECTION REPORT Permit Number: S u10100 o 2 PID Number: O Zo - o y 3- 3 6 N•,neTot" a Ten ae Met WeI Wastewater System: ® New ❑ Upgrade bdsss 6690 Sheln r: -G.e. Gtnel< ABSORPTION FIELD Phone NuniWr d BeMoam 5Y 6-o6ay C3 P T. 0 SMbv M. lTra8 BSA D MMM D OIMr Deep, LEGAL DESCRIPTION SW Raanp -O GPDair Tdd Depth Iron mprul grW 3.1'+Z.v'sct,,,d eurx LN L Sued.+san L 17 ,S�FQn /.% —L.ea l f fa /7b Depth to pipe 0oawn a ongn•i grs0e -e.'I/Ft. G," Cepi da wroathpe 0-5- Ft Toa*isap Range sect n FO added •canto anpnd gra 1.S Grand Ldpth I7 Ft. Fi. Well: EXj.cf ❑ New E] Upgrade C." vndn 1 2 Ft. NUd Mss 2 Didence wN'Nn Ines G Ft cMssd lw (Pmae. A B. CI Tdal Depth Cassa to TwatMsorptian Veto Pipe Mauna F - `• FG PC -,f Ft. Ft 2a`/ FIs D- o NG^- c Drew Dau DrdbC Watx Wda Lsnsl nstaller Dns neidieG I S Ft S E A Y�a Pump set d 'Cssa npan. David aq "'a a5. 017-9 TANK GPM Ft. FL SEPARATION DISTANCES ❑ septic ❑ Holding ❑ S.T.E.P. R Other. To From Septic Tank I Absorption Field Litt Station Holding Tank ubliHPnvale Sewer Line egY1•` bnch o,— e Taxn k- 10peAco 'p'u'Y 14-040 Gd 120' — >Zd•' Malaid INumwr VfV91 au+. er.,L ec,sthn of CompeNnsmf 2 well 12d ITO' LIFT STATION IEd�rcnk sirta�.wda �Fau• Icx�' tcv - SB MWW LN Lm11C' got 110' S & r12/ Gal 0ret7 CC7 •Pump an Mrdat 'Pum w Mrdd H1n wnd damd Fov o,ri 1S' 28 1S 16 in 2S' n lyn ' in Pump Mds b Mood Eisanrai nspeations WitnnOE by Cvtan Dran — — as F '/tl hire M. O• A. R•^' "/1•ot✓ank-A 5 kPr9 $►vitr+llea BENCH MARK d !.•t e;f Loraiwn aal Daacripam :• , inv sewer lin! `valet funk e� a r„ .. wmsa uvdan 96,Y FL Engineers Stamp inspections performed by: Fla Mer Tec.A Cvc Dates: 1d SF610S `•gTH C'� • '„•L'y? � 4 ...........k r.....�....:...0 /..;.......... Development Services Department Approval '•e••••• THEODORE F. Moollf � G ,• , by ��, � - �•*� Date: '•.,CE -3589 E Reviewed and approved :.'h' • •.... c�y QC (Rw I:AOI ,R+ i PERMIT NO: SW050002 PID NO: _020-043-35 12' x 1T RESIDUAL DISPOSAL BED W. _ O.S' GVL & 2.4' SAND UNDER DIST. PIPES SITE FOR REPL. BED ADVANTEX AX.20 _ TREATMENT POD SWING TIES: T.H.#4 1T 3'+ SOIL COVER RESIDUAL LBED wL ' ' 11 \ 11 0.5' EFF. GRAVEL 2;4' ISF FILTER SAND : ,;';i"'.'., BOTTOM EXC. ELEV. 88.0' HOUSE FROM: COR. "A" COR. "B" TO: , ,1 CTR. POD "C" 30.5' 28' S.T. 6" C.O. "D" 33.5' 26' S.T. M.H. "E" 38.5' 31' BED M.T. "F" 37' 52.5' BED. C.O. "G" 33' 52.5' BED C.O. "H" 38' .. 3'+ SOIL COVER RESIDUAL LBED wL ' ' 11 \ 11 0.5' EFF. GRAVEL 2;4' ISF FILTER SAND : ,;';i"'.'., BOTTOM EXC. ELEV. 88.0' :::::MODE 1a'::::.. TREATMENT.POD %vj .TOP SAND ELEV. 90.4' PROFILE VIEW BOT. M.T. of T.H. #4 NOT TO SCALE ELEV. 83.0' NO WATER 5118/05 PLAN VIEW SCALE: 1" = 50' INV. 98.6 4' SOIL COVER FROM HOUSE gA�QITTANK INV. 96.4' LOT 17, SHANGRI-LA ESTATES SEPTIC SYSTEM INSTALLATION AS -BUILT INSPECTION REPORT FLATTOP TECHNICAL SERVICES i SCALE: AS NOTED 14530 ECHO STREET I DRAWN BY TFM ANCHORAGE, ALASKA 99516 ! OCTOBER, 2005 , ,1 VN TREATMENT TANK TBM IHy IIIIII, ''.YII�Y (/IIIA}!• I/+• IIIIh II,•. IIIIIIIIIIINI' •IIIIIIIINN �iII%%IIi .. 1 Li . .A&C>6REJ WELL :::::MODE 1a'::::.. TREATMENT.POD %vj .TOP SAND ELEV. 90.4' PROFILE VIEW BOT. M.T. of T.H. #4 NOT TO SCALE ELEV. 83.0' NO WATER 5118/05 PLAN VIEW SCALE: 1" = 50' INV. 98.6 4' SOIL COVER FROM HOUSE gA�QITTANK INV. 96.4' LOT 17, SHANGRI-LA ESTATES SEPTIC SYSTEM INSTALLATION AS -BUILT INSPECTION REPORT FLATTOP TECHNICAL SERVICES i SCALE: AS NOTED 14530 ECHO STREET I DRAWN BY TFM ANCHORAGE, ALASKA 99516 ! OCTOBER, 2005 DEC- 3-02 TUE 11:55 AM PARArOH PROPERTIES FAX K0. 3491248 F. 1 FROM : FLPINE DRILLING FqX No. : 937 345 0202 Dec. 03 2002 11:05M P1 Municipality of Anchorage Auk Department of Health and Human Services 825V Street P.O. Box 1Dae5o Anchorage. Alaska 99519-6650 Rlek Mysttom MeplMww.djnrhora9e ak.us Mayor Permit Number: NSW2P 0459 Date of Issue: 1ELLOY Parcel Identification Number: 020 -043 - Date Started: jg:L-_QZ Data Completed:21 2-02 Is well located at approved permit location7 ® Yes ❑ No Legal Description-- Sharron -la Lot 17 property owner Name & Address: AnchorageDeLveippnt Road Corporation d Construction 9441 Abbott Loop d Borehole Data: SOD Type. TMclmcss & Water strata stick-up gravelly slit bedrock ' Depth (ft) From To 0 2 2 4 4 305 �V4.. Method of Drilling ®air rotary ❑ cable tool Casing typo Ate—el Wall Thickness: ESQ inches Diameter: ¢ inches Depth: 9 feet Liner Type: Diameter inches Depth: feet Casing stickup above ground: -2 feet Static water level (from ground level). Wee Pumping level: V feet after g hours pumping jQ llpm Recovery state. 10 Spm Method of Testing:" Well intake Opening Type: Open End ® Open Hole ❑ Screened Start feet Stopped • feet ❑ Perforations Start feet Stopped feet Grout Type: kniorrfre # 8 Volume: Lbg Depth: Stat 0 feet Stopped feet pump: intake Depth feet Pump size h BrandAlame Well Disinfected Upon Completion? ® Yes ❑ No Method of Disinfection: chlorine tablets Comments: Well Driller. Alpine Dn7Jing & Enterpnsos PO Box 110496 Anchorage Alaska 99511 topetty Attention: The well driller shall provide a well log to the property owner within 30 days of eomplction and the F 07-21-06;03:29PM; :256-2729 + 2/ 2 ' ttl d d1Ul From 49074301107 Thu Jul 20 2002101 ZOOS Pwe 3 of 1 INSPECTION REPORT MUNICIPALITY OF ANCHORAGE, BUILDING SAFETY DIVISION •4700 SOUTH BRAOAW INSPECTION INFORMATION 1HEtP1$47-7902 INSPECTION: VOICE 343-8300 INSPECTION: FAX (907)2406-7777 www.fnunLwg/BSD/Inopoclorw.ufm NAME: Todd Houston PIiRMITs: os -0285 COMPANY: Power and Ught Inc INSPECT DATE: 7/21/2006 PM PHONE 9:$22-5678 PHONE M: 748-5670 PHONE is ADDRESS: 6690 SHANGRI-LA CIR LOT 17 SiU8Orv151oN: SHANGRI-LA GRID 0: SM239 COMMENTS or DIRECTIONS TYPE OF INSPECTION: Final Electrical COMMENTS: (FOR INSPECTOR USE ONLY) � /��y11J ��Z•��`T�% �/t'6'j'Y1 j�C,�-oto �� cam. C•%u� �,^�.�-�;i�:•• t� PRINTLD NAMEri��f� _ LG:7L 7ClerG-LC-+u Ltl/ltld ON-SITE WASTEWATER DISPOSAL SYSTEM PERMIT Initial Permit Number. SWO50002 Legal Description: SHANGRI-LA SUBDIVISION LOT 17 J Design Engineer: 0019 Flattop Technical Services Owner Name: JIM & JENAE MEINEL Owner Address: 6690 SHANGRI-LA CIRCLE 44 ANCHORAGE. AK 99507 - Date Issued: Jan 05, 2005 Expiration Date: Jan 05, 2006 Parcel ID: 020-043-35 Site Address: 9441 ABBOTT LOOP ROAD Lot Size: 106066 SO. FT. Total Bedrooms: 4 Permit Bedrooms: 4 This permit is for the construction of: ❑,/ Disposal Field Q✓ Septic Tank ❑ Holding Tank ❑ Privy ❑ Private Well Water Storage All construction must be in accordance with: 1. The attached approved design. 2. All requirements specked 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 engineer must notify DSD at least 2 hours prior to each Inspection. Provide notification by calling (907) 343-7904 (24 hours). ( Not required for a Water Supply Permit only). 4. From October 15 to April 15, a subsurface soil absorption system under construction during freezing weather must be either: A.. Open and closed on the same day. B. Covered, sealed, and heated to prevent freezing. Received By. Date: // *7 / as - Issued By- HF Date: r MUNICIPALITYOFANCHORAGE Development Services Department I 1 � Dd Onsite Water & Wastewater Program � 4700 South Bragaw Street / D '0 P.O. Box 196650, Anchorage, AK 99519-6650 (907) 343-7904 ON-SITE WASTEWATER DISPOSAL SYSTEM PERMIT Initial Permit Number. SWO50002 Legal Description: SHANGRI-LA SUBDIVISION LOT 17 J Design Engineer: 0019 Flattop Technical Services Owner Name: JIM & JENAE MEINEL Owner Address: 6690 SHANGRI-LA CIRCLE 44 ANCHORAGE. AK 99507 - Date Issued: Jan 05, 2005 Expiration Date: Jan 05, 2006 Parcel ID: 020-043-35 Site Address: 9441 ABBOTT LOOP ROAD Lot Size: 106066 SO. FT. Total Bedrooms: 4 Permit Bedrooms: 4 This permit is for the construction of: ❑,/ Disposal Field Q✓ Septic Tank ❑ Holding Tank ❑ Privy ❑ Private Well Water Storage All construction must be in accordance with: 1. The attached approved design. 2. All requirements specked 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 engineer must notify DSD at least 2 hours prior to each Inspection. Provide notification by calling (907) 343-7904 (24 hours). ( Not required for a Water Supply Permit only). 4. From October 15 to April 15, a subsurface soil absorption system under construction during freezing weather must be either: A.. Open and closed on the same day. B. Covered, sealed, and heated to prevent freezing. Received By. Date: // *7 / as - Issued By- HF Date: r Municipality of Anchorage -tel Development Services Department Building Safety Division �_. On -Site Water and Wastewater Program 4700 South Bragaw St. P.O. Box 196650 Anchorage, AK 99519-6650 www.ci.anchorage.ak.us (907) 343.7904 ON-SITE SEWER/WELL PERMIT APPLICATION FOR A SINGLE FAMILY DWELLING Parcel I.D. D%b' n4-3- :;L:;- Permit Number SW Propertyowner(s) 7sM E TencaA �re,h./ Day phone, 2i 5-2'rZ7 Mailing address I246Zr PtyMo�k c'„ele Zip Code 99s-�/ Site address f ! (CAo Sia. e, _ Lc e-, ec /e 141 Zip Code Legal description (Lot, Block & Sub'd.) l.af l7 VyAge, - 4r- F,{ -,A, Legal description (Section, Township & Range) Lot Size lup lofe Acre THIS APPLICATION IS FOR: Number of Bedrooms If Sewer Only ® Well Only ❑ Sewer and Well ❑ Water Storage ❑ Sewer Upgrade ❑ THIS PROPERTY CONTAINS: Hot Tub ❑ Jacuzzi ❑ Swimming Pool ❑ Water Softening Unit ❑ Therapy Pool ❑ I certify that the above information is correct. I further certify that this application is being made for a Single Family Dwelling and is in accordance with applicable Municipal Codes. (Signature of property owner or authorized agent) Permit/Rush Fees: 5/60 Waiver Fees: Date of Payment: _bee 30 2 cro y Receipt Number: vv< (Rev. 09/04) Date of Payment: Receipt Number: k ATI TOP'TE64NICAL SER IC CIVn.3 ENV]RO.N.►n;NTAL ENGINEERL4G • ENERGY CONSERVATION 6 ANALYSIS THEODORE F. MOORE, P.E. 14530 ECHO ST. Pit: (907) 345.1355 ANCHORAGE, ALASKA 99516 November 23, 2004 M.O.A. DSD P.O. Box 19-6650 Anchorage, AK 99519 Dear Sirs: The purpose of this letter is to provide the required design narrative in support of our application for a permit to construct wastewater disposal facilities to serve a proposed 4 -bedroom residence on Lot 17 of Shangri-La Estates, located at the west end of Shangri-La Circle. Soils logs, perc test results, a site plan, design drawings and specifications are enclosed for your review. The presence of shallow bedrock in combination with slopes in the 20% - 25% range necessitates careful engineering to design a system in compliance with Municipal wastewater regulations. The enclosed test hole location drawing illustrates the locations of 6 test holes that we dug plus two other monitor tubes from previous test holes which we found. This drawing indicates the total depth to solid bedrock in each test hole. You will note that the 10.5 -foot soil depth encountered in test hole #4 is significantly greater than the soil depth encountered in any other test hole, including some located quite nearby. We are proposing to install an advanced treatment wastewater system in order that the footprint of the residual disposal drainfield and a replacement site can both be situated in close proximity to test hole #4. The native soil encountered between 4 and 9.5 feet below ground level in test hole #4 is somewhat silty gravelly sand with a measured percolation rate of less than 1 minute per inch. Using a soil application rate of 4.0 gpd/sq. ft. specified in the advanced treatment ordinance the required absorption area for a 4 -bedroom residence is (4 x 150)/4 = 150 square feet. This can best be achieved by construction of a 10 -foot wide by 15 -foot long soil absorption bed. We propose to install 2 feet of ISF filter sand under the sewer gravel in order to promote absorption into the underlying and surrounding soils. By holding the maximum excavation depth to 5.5 feet before placement of the 2 feet of filter sand we can achieve a 7 -foot separation from the depth of the bedrock encountered in test hole #4, without creating the need for excessive fill to protect the cover material side slopes. While a replacement field could be achieved by simply rebuilding the original with new sand and gravel, we have designated an alternate replacement field site just uphill from the proposed residual disposal field. The proposed project will have no significant impact on present or future water supply and wastewater disposal systems serving adjacent properties, nor will it have any significant impact on reserved space -surface and subsurface, or on drainage. I have requested the property owner to come into your office in order to execute the required maintenance agreement. Please give me a call at 345-1355 if you have any questions on this submittal. Sincerely, Ted Moore, P.E. SHANGRI-LA LOT 16 CIRCLE ; (VACANT) / LOT 17 ❑ INSTALL NEW ; ❑ 1500 -GALLON ; ❑ "ADVANTEX" T.H.104 TANK w. AX -20 MODE1aPOD CONSTRUCT % ❑ 'i.'� ; 10' x 15' RESIDUAL ; DISPOSAL BED%ROPOSED w. 2.0' ISF FILTER SAND "' OUSE ; 5 0.5GRAVEL SITE FOR REPLACEMENT ABS. BED ; R 100' WELL 4 --- LOT 19 (VACANT) LOT 18 (VACANT) La____-___-___--____-__ QF 4 UNSUBDIVIDED LOT 17, SHANGRI-LA ESTATES 4' y SEPTIC SYSTEM INSTALLATION 49311 �; �,'/ SITE PLAN T7T:Flr...� FLATTOP TECFINICAL SERVICES 1 INCH = 60 FEET THEODDREF.MOORE 14530 ECI 10 STREET DRAWN BYTFM CE - 3589 �: �CAr .Fnj; .or,.`��- ANCHORAGE. ALASKA 99516 NOVEMBER, 2004 oq III%;i�a,o NOTE: THIS IS NOTA SURVEYED PLAT. ALL LOCATIONS SHOWN ARE APPROXIMATE. ..A.. 15 I 2 5 2" PVC. FILTRATE DISCHARGE LINE 11 5 10 ......_ `_I 2.5MANHOLE 'k ACCESS M.T. 4" DIA. F-810 (TYP') PERF. PIPE CONSTRUCT INSTALL NEW 10'x 15' RESIDUAL DISPOSAL BED 1500 -GALLON w. 2.0' ISF FILTER SAND 3 0.5' GVL. "ADVANTEX" TANK w. AX -20 "A" MODE1aPOD PLAN VIEW SCALE: 1" =10' 4"D-3034 FROM HOUSE CROSS -SECTION "A - All SCALE: 1" = 5' OF LOT 17, SIIANGRI-LA ESTATES ""'•••'••� �� SEPTIC SYSTEM INSTALLATION • •�•••••••.; .6 PLAN AND CROSS-SECTION ,f'NEOOpRI F. 40pRE CF - 3589 C FLATTOP TD CIMICAL SERVICES SCALE: AS SIIONTI '•. �Z /0�.1' 47 14510 ECI10 STREET DRAWN BY: TFM �a �' �' meq• ANCHORAGE AK 99516 NOVEMBER, 2004 Flattop 7echnica[Senrices 14530 Echo Street, Anchorage, AX 99516 Those (907) 345-1355 Lot 17, Shangri-La Estates Shangri-La Circle Wastewater disposal system installation Specifications 1.0 General: 1.1 The scope of the project consists of installing an "Advantex" AX -20, Mode Is treatment unit, which discharges filtered effluent into a 15 -foot long by 10 -foot wide soil absorption bed that has an effective gravel depth of 0.5 feet and is underlain by 24" of M.O.A. ISF filter sand. 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. All construction procedures and material specifications shall conform to Municipal and State requirements. All separation distances shall be in conformance with Municipal requirements, unless specifically waived. 1.3 The contractor shall be responsible to obtain any necessary utility locates, and to work around any buried utilities. 1.4 The contractor shall provide adequate cover material and rough grading over all system components to ensure that proper drainage is achieved after settlement and that there are no residual depressions. Insofar as possible the contractor shall minimize damage to trees and existing lawn areas. 1.5 Unless specifically agreed otherwise, the homeowner shall be responsible for finish grading after the soil is compacted, as well as placement of topsoil and reseeding all areas disturbed by the construction. 2.0 "Advantez" AX -20 Mode Is Treatment Unit: 2.1 The new 1500 -gallon, 2 compartment "Advantex" AX -20, Mode Is treatment unit including a 3/16" epoxy coated steel septic tank and filter pod shall be Municipally approved and shall be set level on undisturbed soil and backfilled in accordance with Municipal requirements as well as Orenco's and the supplier's instructions. 2.2 All pipe connections to the tank shall be equipped with waterproof mechanical couplings. The waste line from the residence to the tank shall have a minimum slope of 1/4"' per foot, and the waste line between the filter pod and the soil absorption system shall have a minimum slope of 1/8" per foot. 2.3 The contractor shall be responsible to obtain the necessary Municipal electric permit and inspection, and shall provide a copy of the electrical inspector's report to the engineer overseeing the construction of the wastewater disposal system. 2.4 The second compartment of the tank shall be equipped with a watertight, insulated manhole riser and cover extending a minimum of 6" above final grade with positive surface drainage away from the manhole. The contractor shall be responsible for determining the necessary length of the manhole riser, and for properly positioning the Recirculating Splitter Valve (RSV) in the riser. 2.5 The control and alarm floats shall be set at the elevations specified by the supplier, and their proper operations shall be verified by the contractor. 2.6 The treatment unit shall be set up with a "VeriComm" remote monitoring system as supplied by the distributor, and the control panel for the unit shall be mounted at an approved location. 3.0 Residual soil absorption system: 3.1 The soil absorption system shall be constructed by excavating a 10 -foot wide by 15 -foot long soil absorption bed to a depth of 5.5 feet below ground level at the uphill edge of the system. The long axis of the bed shall be parallel to a natural contour of the ground. Any additional consolidated gravel material that remains below this level shall also be removed and replaced with ISF filter sand as described below. 3.2 The bottom of the excavation shall be level. Any compacted or smeared surfaces shall be raked to allow proper infiltration. A 24 inch thick layer of M.O.A. approved ISF filter sand (as supplied by Alaska Gravel Products — phone 746-7763) shall be placed in the bottom of the excavation and compacted by foot to promote desired infiltration and to reduce the tendency to form a biomat. 3.3 A total of I.0 feet of washed sewer gravel shall be placed on top of the filter sand with the perforated distribution pipes laid level such that the pipe inverts are no less than 0.5 feet above the bottom of the sewer gravel. Sewer gravel shall be 0.5" - 2.5" washed gravel, with less than 1 % passing the #200 sieve. 3.4 Monitor tubes and cleanout pipes shall be of 4" diameter and installed in the locations shown on the design drawings. The portion of the monitor tube extending through the sewer gravel shall be perforated. 3.5 Approved filter fabric shall be placed over the entire top surface of the sewer gravel. 2 inches of rigid burial type insulation plus 2 feet of soil cover is to be placed over the filter fabric. 3.6 The top surface of the cover material shall be raised a minimum of 6 inches higher than the surrounding terrain to allow for subsequent settlement, and shall be graded to smooth contours. Fill slopes shall be no steeper than 3:1, and shall be extended out until they contact natural ground. 3.7 Unless specifically agreed otherwise the homeowner shall be responsible for arranging to have the site finish graded after the backfill material has stabilized, and for placement of adequate topsoil and seed to promote rapid revegetation of all areas disturbed by the construction. 4.0 Inspections: 4.1 A minimum of 5 engineering inspections will be required during the course of the project: (1) initial stakeout with the contractor to establish the location of the system and to discuss the plans, specifications and construction procedures, (2) after the native material has been excavated to expose the infiltrative surface to ensure that it is level and at the right elevation, and conforms with the soil test information, (3) after the 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 rough backfill and grading is complete. The "Advantex" treatment unit requires one inspection after the tank is set level and the piping connected, but prior to backfill. This inspection may be incorporated with any of the above inspections. 4.2 The installer shall coordinate the timing of the inspections with the engineer sufficiently far in advance to ensure the availability of the engineer. FLATTOP TECHNICAL SERVICES 14530 ECHO ST. ANCHORAGE. ALASKA 99516 TEST HOLE # 4 SOILS LOG - PERCOLATION TEST LEGAL DESCRIPTION: _Lot17.Shangd-Le Estates DATE PERFORMED: —October) 3.2004 PERFORMED FOR: _Jenae and Jim 18 I 19 20 J SM Reddish sandy loam GM Silty angular gravel Densely compacted. cohesive SP/SM Somewhat silty gravelly sand Soft digging GP/GM Fractured rock B.H.(Berdrock) SLOPE Depth to Groundwater I Date IV :: 011 �. '. THEOJO.r_ F. MOCRF CE -3587 tib''+l '•'r .7 y" A SITE PIAN • . . 48 .. . / ... .:. NII NII NIIIII - • • • . iiNNN1 I%/•' N/IIII/I I/II IIIII/II' III/IIS OUSE/IIIII/ YIIIIII I/III' .IIIIIIIIIIII.IIII/I/I/ •�IIIIIIIII� •IIIIIII' • • •STAKE IIIINII .II.f/ SII ~ 20-2561. Date Reading Clock Net Time Percometer Net Dro Tune (minutes) Reading (inches) 10/18 12"Presoak. 27 erg — Add water & start 11:1310 23 3/8_ #1 11:35;10 2_ 183/4 4 518 dd_water 11:35:45 _ 233/8 T--' —233/8-1 —r -4.5/8 #2 L' 37:45 _ 2 18 3/4 Add water 11.38:20 _ 233/8 p3 11:40:20- —118 3/4 4 5/8.= — I PERCOLATION RATE <1 (minutes/inch) PERC HOLE DIAMETER 6" TESTRUNBETWEEN 5.5_FTAND 6.0 FT COMMENTS: Upper GM stratum in test hole was extremely densely cohered - almost like bedrock, but. underfain by unconsolidated sand._ Softer material encountered in excavating pert test bench onhill upside of test hole. Limited horizontal extent of soils reflected by this test hole. PERFORMED BY FLATTOP TECHNICAL SERVICES. 1-',�_ CERTIFY THAT THIS TEST WAS PERFORMED IN ACCORDANCE WITH ALLSTATE AND MUNICIPAL GUIDELINES IN EFFECT ON THIS DATE. DATE: -/?./ ZO /cry- -Pt TEST HOLE # 1 FLATTOP TECHNICAL SERVICES 14530 ECHO ST. ANCHORAGE, ALASKA 99516 SOILS LOG - PERCOLATION TEST LEGAL DESCRIPTION: ---Lot 17. Shangri-La Estates DATE PERFORMED: _OctoberA3.2004 PERFORMED FOR: Jenae, and Jim_ DEPTI (feet) 1 2 3 4 5 6 7 a 9 10 11 12 13 14 15 16 17 18 19 20 PL SM Silty loam GP/GM Coarse silty gravel Large angular fragments B.H.(Bedrock) Depth to Groundwater I Date d Al771 ...3_!'1 C d • TKMOe` F. aOGRE CE -35'9 ' SITE PLAN T.H. 01 (4.5) T..H.#4a(41;� OLI T.H. #2 (4) a D T.H. 94b (7) ' D D ' p OLD T.H.(8) r.H. #3 (3'-6) T.HA4 (10.5)' O ROPOSED OUSE COR.'D STAKE 20 -25"/° Date Reading Clock Net Time Percometer I Net Drop I Time (minutes) L Reading (inches) j PERCOLATION RATE (minutesliinch) PERC HOLE DIAMETER TEST RUN BETWEEN FT AND FT COMMENTS: Bedrock is. too shallow for construction of an on-site wastewater disposal _systern a f this location, PERFORMED BY FLATTOP TECHNICAL SERVICES. IT�oZ *&%4,a.t_ CERTIFY THAT THIS TEST WAS PERFORMED IN ACCORDANCE WITH ALLSTATE AND MUNICIPAL GUIDELINES IN EFFECT ON THIS DATE. DATE: TEST HOLE # 2 FLATTOP TECHNICAL SERVICES 14530 ECHO ST. ANCHORAGE, ALASKA 99516 SOILS LOG - PERCOLATION TEST LEGAL DESCRIPTION: --LOL1Z.Shangri La_Estates. DATE PERFORMED: __.October.13. 2004 PERFORMED FOR: Jenae and Jim Meinel. SLOPE (fee PL SM Sandy loam GP/GM Somewhat silty gravel B.H.(Bedrock) Depth to Groundwater I Date 0.0 4 . TH'OCORE r. 1.;CORE r SITE PLAN ' T.H. #0 1 (4.5) , T..H.#4a (4); T.H. #2 (41 o D T.H. #4b (7) ; 0 8 OLD T.H.W) 03(3'-6) T.HA4(10.5�'�� D 14 COR. 7 STAKE 20-25% DateI Reading Clods Net Tune Percometer Net Drop Time I (minutes) I Reading I (inches) _ PERCOLATION RATE (minutes/Inch) PERC HOLE DIAMETER TEST RUN BETWEEN FT AND FT COMMENTS: Bedrock is too shallow for construction, on an on-site wastewater disposal system at this location. PERFORMED BY FLATTOP TECHNICAL SERVICES. I_'� U.'{ CERTIFY THAT THIS TEST WAS PERFORMED IN ACCORDANCE WITH ALLSTATE AND MUNICIPAL GUIDELINES IN EFFECT ON THIS DATE. DATE: I Z. IOC • FLATTOP TECHNICAL SERVICES 14530 ECHO ST. --------'-- ANCHORAGE. ALASKA 99516 TEST HOLE # 3 SOILS LOG - PERCOLATION TEST LEGAL DESCRIPTION: _LOU7.Shangri-La Estates DATE PERFORMED: _OctoherJ3.2004 PERFORMED FOR: _Jenae and Jim Meinel UtPI (fee' 1 3 4 5 6 7 6 9 10 11 12 13 14 1s' 16' 17' Is- 19 - 20 � 6- 19-20� PL SM Sandy loam GM Gray silty gravel B.H. Bedrock SLOPE A. ........•.........:... Rec-.(:i...... i .r •. TMEODC@E E A:OOkE CE -`s.)9 S. `•w ;':J�n 4 .. ,r. `.?tet` SITE PLAN ' Depth to Groundwater I Date . 20.2501. Date Reading Clock Time Net Time (minutes) Percometer Reading Nel Drop (inches) PERCOLATION RATE (minutestiinch) PERC HOLE DIAMETER TEST RUN BETWEEN FT AND FT COMMENTS: Bedrock is too shallow for Construction of en On_Site wastewater disposal system et this location. PERFORMED BY FLATTOP TECHNICAL SERVICES. I�,',/ CERTIFY THAT THIS TEST WAS PERFORMED IN ACCORDANCE WITH ALL STATE AND MUNICIPAL GUIDELINES IN EFFECT ON THIS DATE. DATE: M / 13 O Icy —_ ADVANCED WASTEWATER TREATMENT SYSTEM MAINTENANCE AND REPAIR AGREEMENT MEMORANDUM OF UNDERSTANDING BETWEEN MUNICIPALITY OF ANCHORAGE AND 7iActe. K fYM: nrl THIS MEMORANDUM OF UNDERSTANDING made and entered into as of this day of r of 2005, by and between herein the "OWNER," and the Municipality of Anchorage, herein the "MUNICIPALITY." In consideration of the mutual covenants contained herein, the parties to this Memorandum of Understanding agree as follows: 1. ADVANCED WASTEWATER TREATMENT SYSTEMS. Municipality grants permission to Owner to utilize and operate an Advanced Wastewater Treatment System (AWWTS), described as 6 Dy AN77 E)C located at I- P -r 17 S `LoLTt � � — Le, , Anchorage, Alaska. !0690 2. Definitions. A. Alteration. Any change to the design or function of an AWWTS that includes the installation or removal of any parts, components or pieces not included in the original construction permit and design. Prior to performing any alterations to an AWWTS the owner must obtain a Wastewater Disposal System Construction Permit from the Municipality pursuant to Anchorage Municipal Code (hereinafter, "AMC") 15.65. B. Certificate of On -Site Systems Approval. An approval by the Municipality of existing water and wastewater disposal systems given at the time of property sale and title transfer in accordance with AMC 15.65. These approvals certify that the systems are adequate for the homes that they support and meet the codes that were in place at the time of system construction. C. Damage. Any man-made or natural change in a system that would inhibit the system from performing as designed. D. Maintenance and Repair. The scheduled and as needed replacement of existing parts, components and pieces of an AWWTS that were included in the original design which would allow the AWWTS to continue to perform as designed. E. Permit (Construction) An On -Site Wastewater Disposal System Construction Permit as defined by AMC 15.65. F. Permit (Operating) An Advanced Wastewater Treatment System Operating Permit. An annual permit, issued by the Municipality, that allows the Owner to operate an AWWTS, upon meeting all the requirements of this agreement, the conditions of Operating Permit, the requirements of the On -Site Wastewater System Construction Permit and all relevant provisions of AMC 15.65 3. Fee. Owner shall pay to Municipality an annual fee of Z J—: /z 0 (S 0 .00), payable on or before the issuance of the operating permit and annually thereafter. The annual fee is due on or before the anniversary date of the approval by the Municipality of installed system. 4. Term. The term of this Memorandum of Understanding shall be for the life of the AWWTS. The term begins on the date of approval by the Municipality of the installed system and shall continue while the AWWTS system is in use or operational or until the property is sold or title is transferred by owner and a new certificate of On -Site approval is issued to the new owner or transferee of the property. 5. Alterations Installation and Removal of Additional E ui ment. Owner agrees not to make any alterations, removal of parts or additions to the AWWTS without a Construction Permit from the Municipality. 6. Maintenance and Repairs. A. Throughout the term of this Memorandum of Understanding, the Owner shall maintain AWWTS in good repair. In addition, it shall be the responsibility of the Owner during the term of this Memorandum of Understanding, and any extensions or renewals thereof, at the owner's sole expense, to pay for any and all: (1)'repair(s), (2) maintenance, (3) adjustment(s), (4) replacement costs, and (5) inspection costs. Further, Owner agrees to comply will all applicable ordinance, laws, regulations, rules and orders for the AWWTS. B. Owner agrees to provide the Municipality a written schedule of routine maintenance and repairs which have been performed on the system pursuant to the terms and conditions contained in the Owner's AWWTS Operating Permit. This schedule shall be submitted to the Municipality annually upon the renewal of the Permit. The schedule of maintenance and repair contained in the Owner's AWWTS Operating Permit is: C. Owner acknowledges that the fine schedule for failing to maintain and repair an AWWTS are codified in AMC 14.60. D. Owner agrees that only maintenance, repair personnel certified by the Municipality will inspect and make any necessary maintenance, repairs or permitted alterations to the system. E. Owner agrees to grant the Municipality reasonable access to test and inspect the AWWTS upon 24 hours written notice. F. Owner agrees that any sale or transfer of title of the property will not occur without a new Certificate of On -Site Systems Approval. G. Owner agrees that the relevant provisions of the standard specification guidebook for AWWTS is the governing professional guidelines for the construction, maintenance and repair of the Owner's AWWTS. 7. Nomvaiver. The failure of either party at any time to enforce a provision of this Memorandum of Understanding shall in no way constitute a waiver of the provisions, nor in any way effect the validity of the Memorandum of Understanding or any part hereof, or the right of such party thereafter to enforce each and every provision hereof. 8. Amendment. A. This Memorandum of Understanding shall only be amended, modified or changed by a writing, executed by authorized representatives of the parties, with the same formality of this Memorandum of Understanding was executed and such writing shall be attached to this Memorandum of Understanding as an amendment. B. For the purposes of any amendment modification or change to the terms and conditions of this contract, the only authorized representatives of the parties are: Owner: _ J 2 �g K n(N , Anchorage: Purchasing Officer C. Any attempt to amend, modify, or change this contract by either an unauthorized representative or unauthorized means shall be void. 9. Jurisdiction: Choice of I.aw. Any civil action arising from this Memorandum of Understanding shall be brought in the Superior Court for the Third Judicial District of the State of Alaska at Anchorage. The laws of the State of Alaska shall govern the rights and obligations of the parties under this Memorandum of Understanding. 10. Severability. Any provisions of this Memorandum of Understanding decreed invalid by a court of competent jurisdiction shall not invalidate the remaining provisions of the Memorandum of Understanding. OWNER: By: Date: /--7 d o t % -s- STATE STATE OF ALASKA THIRD JUDICIAL DISTRICT The foregoing instrument was 20 d5, by on be MUNICIPALITY: By: Title: Date: ) ss. 1wledged before me this _,� day of the fr JATnP.6V of the Municipality of Anchorage. NOTARY PUBLIC FbR ALA �C My Commission expires: a QP MUNICIPALITY OF ANCHORAGE Development Services Department On -Site Water & Wastewater Program 4700 South Bragaw Street P.O. Box 196650, Anchorage, AK 99519-6650 (907) 343-7904 ONSITE WATER SUPPLY PERMIT Initial Permit Number: SW020459 Legal Description: SHANGRI-LA SUBDIVISION LOT 17 Design Engineer: 0000 None Required Owner Name: ANCHORAGE DEVELOPMENT & CONS Owner Address: 9441 ABBOTT LOOP ROAD ANCHORAGE. AK 99507- Date Issued: Nov 18, 2002 Expiration Date: Nov 18, 2003 ParcelID: 020-043-35 Site Address: 9441 ABBOTT LOOP ROAD Lot Size: 106066 SO. FT. Total Bedrooms: 4 Permit Bedrooms: 4 This permit is for the construction of: Disposal Field ❑ Septic Tank ❑ Holding Tank ❑ Privy ❑✓ Private Well ❑ Water Storage 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 engineer must notify DSD at least 2 hours prior to each Inspection. Provide notification by calling (907) 343-7904 ( 24 hours ). ( Not required for a Water Supply Permit only ). 4. From October 15 to April 15, a subsurface soil absorption system under construction during freezing weather must be either: A. Open and closed on the same day. B. Covered, sealed, and heated to prevent freezing. 5. The following special provisions. WHEN THE WELL HAS BEEN COMPLETED AND SATISFACTORY WATER PRODUCTION HAS BEEN DETERMINED, THE WELL DRILLER SHALL PLACE AN APPROVED SANITARY SEAL ON THE WELL HEAD AND NO PITLESS ADAPTER OR PUMP SHALL BE INSTALLED UNTIL AN APPROVED WASTEWATER DISPOSAL SYSTEM HAS BEEN CONSTRUCTED. Received By: Issued By: Date: //- /8� -6a- Date: Q 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.ek.us (907) 343-7904 ON-SITE SEWERMELL PERMIT APPLICATION FOR A SINGLE FAMILY DWELLING Parcel I.D. 020 — 043 " 3S Permit Number SWQ204S9_ Property Day phone%n o7Jri�� Mailing address (1A,0�446 .44 Mailing address (2) Zip Code Legal description (Lot, Block & Sub'd.) L67— / Legal description (Section, Township & Range) Lot Size Acres/Sq.Ft. Number of Bedrooms 104,066 THIS APPLICATION IS FOR: Sewer Only ❑ Well Only Sewer and Well ❑ Water Storage Sewer Upgrade ❑ THIS PROPERTY CONTAINS: 4 n err -1 - Hot Tub ❑ Jacuzzi Swimming Pool ❑ Water Softening Unit Therapy Pool ❑ M e I certify that the above information is correct. I further certify that this application is being made for a Single Family Dwelling and is in accordance with applicable Municipal Codes. (Signature of property owner or authorized agent) Permit Fees: / O Waiver Fees: Date of Payment: 11- 12 - 0 Z Date of Payment: Receipt Number: 2 S{ 0 3 Receipt Number: (Rev. 12100) 1 / PAD V. o I I .000 SF I nc I Municipality of Anchorage Development Services Department Building Safety Division On -Site Water and Wastewater Program 4700 Bragaw Street SAO ` T P.O. Box 196650 Anchorage, AK 99519-6650 www.muni.org/onsite (907)343-7904 Fri CERTIFICATE OF ON-SITE SYSTEMS APPROVAL FOR A SINGLE FAMILY DWELLING '6711 Parcel I.D. 020 -011S -3,s- COSA # D& Expiration Date: O - .Z, 1/ - O 1. GENERAL INFORMATION Complete legal description 400 171 Shang .^i -1_a S ip Location (site address) 6G 9 t e Nba -l/z.76 Cie(/ Current Property owner(s)J . �+ E Ten ae /`r e; o e / Day phone 2S'6 - 2 7 z 7 u, c; Mailing address Lending agency Mailing address Real Estate Agent Mailing Address P.G. /fix 112/Y . Andiwce_ 17 -Le. 99s-11 Day phone Day phone Unless otherwise requested, COSA will behold by DSD for pickup. Pl eeve- eec 1 / a 4. n e r T ^5 N{, n e / 2. NUMBER OF BEDROOMS: _q_ @ yjl0-Y2T6 c. ZS& -2727 wl+tn GarA :r ec JS- 19ie4 -.o 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 ❑ Public Water System ❑ Public Sewer ❑ The Municipality of Anchorage Development Services Department (DSD) issues Certificates of On -Site Systems Approval (COSA) based only upon the representations given in paragraph 4 by an independent professional civil engineer registered in the Stale of Alaska. Certificates of On -Site Systems Approval are required for the transfer of title (except between spouses) for properties served by a single-family on-site wastewater disposal and/or water supply system. DSD also issues COSAs upon request to homeowners. Certificates of On -Site Systems Approval are valid for 90 days from the date of issue for properties served by a private or Class C well and may be reissued with new water 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 cerfiried by my seat affixed hereto and as of the validation date shown below, 1 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. NameofFirm ?athn;eo/ Phone 3'/s"-r3sc- Address ll -IA -30 Ectio CAP ff� a /)-r: 99.r /C Engineer's Printed Name Thio do.c F. rroo rc Date .%u ly zV Zo06- 5. DSD SIGNATURE p .slope@ F. 667pRE Approved for bedrooms. 4" ,760 • fia Disapproved. Conditional approval for bedrooms, with the following stipulations: Attachments: COSA Checklist X Septic System Advisory Well Flow Advisory Nitrate Advisory Arsenic Advisory Maintenance Agreements Supplemental Engineer's Report Other BY Original Certificate Date: 7- -9-1b -06 Municipality of Anchorage Development Services Department Building Safety Division On -Site Water & Wastewater Program 4700 Bragaw Street P.O. Box 196650 Anchorage, AK 99519-6650 www.muni.org/onsite (907) 343-7904 CERTIFICATE OF ON-SITE SYSTEMS APPROVAL CHECKLIST Legal Description: c•f- 17, C/7aoy ^i Gc, C /U Parcel ID: O 2.0 -0Y3 - 3,s - A. WELL DATA Well type Pvt If A, B, or C provide PWSID # N•iF. Well Log (YIN) Y Date completedrY-/Z/o 2. Sanitary seal (Y/N) Y Wires properly protected (Y/N) Y Total depth _o ft. Cased to eft. Casing height (above ground) 3,<in. FROM WELL LOG AT INSPECTION Date of test J7_/z/02_ -".A. O h oWC ✓ . J/- b e*v An uh.oei Static water level 2.9 ft. ft. \/ Well production . /G g.p.m. 9 P.M. WATER SAMPLE RESULTS: Coliform _Q—colonies/100 mL Nitrate <0. // mg/L Other bacteria _colonies/100 mL Arsenic: < ppb date of sample: 7/11/crd' Collected by: P lgtA" %cti -C.c B. SEPTICIHOLDING TANK DATA TankType/Material 6:9✓ant�oi Trzah.+r�f s/SfYa/ Date installed 3'//9/05 Tank size 13-CA0 gal. Number of Compartments 2 Cleanouts (YIN) Y Foundation cleanout (Y/N) Y Depression over tank (YIN) N High water alarm (YM) Y Date of pumping Pumper N. "F. C. ABSORPTION FIELD DATA Date installed -/ 19/o Soil rating (g.p.d./f12 or ft'/bdrm) Y -o System type c3«f 1-r a Length 17 ft. Width 1-2, ft. Gravel below pipe 0.5- ft. t i.4'.zzrr .iOnoy Total depth :11 ft. Eff. absorption area gEE _ftp Monitoring tube Y Depression over field _A Date of adequacy test N• * L Nv — Results (Pass/Fail _Pam For _(_ bedrooms Fluid depth in absorption field before test �%_ in. Water added O gal. New depth_ fi in. Elapsed Time: U min. Final fluid depth O in. Absorption rate >= 6 a6 g.p.d. Any rejuvenation treatment (past 12 mo.) (YIN & type) N if yes, give date V. A- D. LIFT STATION Date installed S/ 19 /0! Size in gallons Sn /sQ.. / Manhole/Access (Y/N) Y 0 'Pump on' level at jj� in. 'Pump off" level at?—, in. High water alarm level at 1 IV -'s— in. Datum M.H. rr..n Cycles tested V.A. Meets alarm 8 circuit requirements? E. SEPARATION DISTANCES SEPARATION DISTANCES FROM WELL ON LOT TO: Septic tank/lift station on lot t Zb' Absorption field on lot 1 3 e' Public sewer main V-44. Sewer /septic service line > ZS' Animal containment areas N • �. On adjacent lots > rGo ' On adjacent lots > 1ao Public sewer manhole/cleanout "-A Holding tank N• �}. Manure/animal excrete storage areas N• A, SEPARATION DISTANCES FROM SEPTIC/HOLDING TANK ON LOT TO: Building foundation 1S"' Property line 110' Absorption field S' Water main V. A. Water service line > ro' Surface water > too Wells on adjacent lots /QQ> SEPARATION DISTANCE FROM ABSORPTION FIELD ON LOT TO: Property line 90' Building foundation 26 ' Water main ".A Water Service line > 10' Surface water > 100' Driveway parking vehicle storage Curtain drain Nbole Seen Wells on adjacent lots roe F. COMMENTS (gyp/, oi' el-eci-re ca/ 1F1n4/ C4Al.elvG( Dim �. .ft%,4 Poil 7/2H/off nt3 wsll V,etCe f4',r11' re9ur•'icC h+caws new G. ENGINEER'S CERTIFICATION 1 certify that I 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. Engineer's Printed Name% Aeo do s l=• Pfo a Date Tu l y Z y, 2U0 COSA Fee $3S•7 Ir—c + -Irl7S" r" — — Date of Payment %7w :,'[. 2 6 Receipt Number b�(ltirl (Rev. 11105) �:: 44 `z a7 .c :....... • . 414 /r.. �S .-••J • ` e� •r� rt o.�r.CTY�;,� yl. ...........i F. KOORE 1.^ Waiver Fee $ -, .: ...c• Date of Payment Receipt Number r— U— (V N 0 0 0 r_IA SCALE: 1'= W. Lot 17 106,066sft Lot 16 6°' ,� O� ti� Septi&Verne OTenk ee ��pp TeNN,yj 3 Owe" --------------------- 201 --------------------20• T3E Easement N89056'35"W 257.34 EASEMENTS OF RECORD. OTHER THAN THOSE SHOWN ON THE RECORDED FB 06-4, pg 41 PLAT ARE NOT SHOWN HEREON. � Ls G ode Shact9 R=60.00 L=72.05 I I I I I 1 � I I I. I I I Lot 19 I I I co I co I I �T I >-31. I I I I I� I wI Ii 1!- I I BE 82701 -,% P�'Cb rte. AL1; a e -rS-0 Lot 18 ASaULLT No CORNERS SETTKS DATE