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MOUNTAIN PARK ESTATES BLK 8 LT 19
Mountain pa k Esta Block 8 Lot 19 #017-391-23 Municipality of' Anchorage Development Services Department Building Safety Division On-Site Water and Wastewater Program, 4700 Bragaw St. P.O. Box 196650 Anchorage, AK 99519-6650 www.ci.anchorage.ak.us (907) 343-7904 © Page I of ~. ON-SiTE WASTEWATER DISPOSAL SYSTEM AND/OR WELL INSPECTION REPORT Permit Number: PIDNumber: Or"7 -37f -3-3 Name Aodress Phone A--~ c^ V-lo/ Number of Bedrooms: Wastewater System: [] New [] Upgrade. ABSORPTION FIELD [] Deep Trench [] Shallow Trench 1~ Bed [] Niound [] Other Soil Rating: Total Depth from original grace LEGAL DESCRIPTION Block: Lot: Subdivision: Depth to pipe bottom from origina~ grade: Gravel depth beneath pipe: Township Range: Section: Fill added above original grade: Gravel Length: ~. ~ ~. 8 ~ ~t. Well: ~ ~ ~ Ne~ ~ Upgrade Gravelwidth: Total Depth: Cased to: Ft. Ft Static Water Level Ft Classification (Pnvate, A, B, C): 10.3' I0 Ft. Total absorption area: Driller: Date Drilled: installer: Date installed: Ar'f- Yield GPIvl Pump Set at: Casing Height Above Ground: Pt. Ft TANK SEPARATION DISTANCES [] Septic ~ Holding ~ S.T.EP. ~ Other: T~ T( Septic Absorption Lift Holding ~ublic/Private Man~acturer: Capadty: Tank Field Station Tank Sewer Line ~ ~(O /\ / \ Cudam Drain RemarKs Material: Number of Iines:Distance between lines Pipe Material LIFT STATION Number of CompaFlments: r-Zvp¢_¢,~/ b,'¢/' ~,~zx no/- ~'~/~, Inspections performed by: Ffa~p ~c4 S~c Dates: 1~t . . ~' Devel~me~2Se~ices Depa~ment Approval Conditional Approval~.!,~,~ ~,~/[~ 1 Date t~/~cl . . ( / -' -- .~ ~ , , ' , I ', ' (7' " Reviewed andapprovedby: ~Z~ ¢~~ Date: (R~v 04/06) BENCH MARK Location and Description: tv/ Assumed Elevation .~Ao~,~,,~ o~ p.~.¢ ~- '/Oo, OFt Engineer's Stamp Size: J Manufacturer; "Pump on" level at: J "Pump off' ~evel at: in. High water alarm at: Pump Make & Model Electrioal Jnspeotions pe~ormed by: Page 1 of 1 Crewdson, James A. From: Sent: To: Cc: tgmoore@gci.net on behalf of Ted Moore [tgmoore@gci.net] Wednesday, August 19, 2009 9:46 AM Crewdson, James A. mcginnis@gci.net Subject: L19, B8, Mtn Park Est Per the request of the homeowner, I reinspected the subject property on 8/18/09 and confirmed that the topsoil and seeding over the new wastewater disposal system has now been done. Please issue the final approval of this installation. Thank you, Ted Moore, P.E. 3/3/2011 PERMIT NO: SW080145 PID NO: 017-391-23 SWING TIES: . 1~0'x24' RESIDUAL DISPOSAL BED - -- FROM: COR."A" COR."B" TO: TANK M.H. "C" 38.5' 68.5' POD "D" 43' 69.5' TANK M.H."E" 48' 70.5' LIFT STN. "F" 50' 70.5' BED M.T. "G" 45.5' 48' BED M.T. "H" 44' 24' #2a LOT 19 BLOCK 8 1.25" SCHED 40 PVC DIST. PIPE w. 3/16" HOLES SPACED 18" 2" RIGID 0.75' ) AX-20 RIG ! NEW 1500~ALLON ~ ~ .ORENCO FIBERGLASS ADVANTEX TANK ~ PROFILE VIEW NOT TO SCALE ORENCO ,, LIFT STN. ' ' BOTTOM T.H. #2a , , ELEV. 86 0' , , WATER @ 86.3' 7110/08 PAGE 2 OF 2 ORENCO 1500-GALLON ADVANTEXTANK 24' T.H. #2 ORENC0 AX-20 TREATMENT POD PLAN VIEW SCALE: 1" = 30' MONITOR ELEV. 96.0---~. '~. 3 2' SOIL COVER --INV. 93.5' .9' ISF FILTER SAND s' I 10' 24' RESIDUAL DISPOSAL BED LOT 19, BLOCK 8, MOUNTAIN PARK ESTATES SEPTIC SYSTEM UPGRADE AS-BUILT INSPECTION REPORT FLATTOP TECIINICAI. SI;P. VICI!S SCALE: AS NOTED 14530£CIIOCANYONROAI) ! DRAWN BY TFM ANCIIOP. AGE, ALASKA 99516 i NOVEMBER, 2008 SE~-IT-E:~ ~:~4A FI~Otl:ED'S ELECTRIC IhlC W, Deecrlptlon Pe~r ~lt Technician Comments or Dlre~tlon~ In 4590 T0:5451355 Inspection Report Municipality o! Anchorage, Building Safety Division 4700 Elmore Road INFO & HELP (907) 343-8211 INSPECTION: VOICE (907) 343.8300' FAX (907)24g.7777 · www.munLorg Name ED Company ED'S ELECTRIC Address 13001 RIOGEVIEW DR Grid $W2838 ' Subdivision MOUNTAIN PARK ESTATES LOT 19 BK8 TR Wa Septic lill station Permit # 08.9~7g Inspection Date 16-Sep.2008 AM Phone 2~2-4591 STULLER, GRETCHEN J, PLEASE CALL'ED ~272-4591 BEFORE GOING OUT. pactlon Typo Elec~¢al:Finsl Electrical Comments (f~' inspector use only) MUNICIPALITY OF ANCHORAGE Development Services Department On-Site Water & Waslewaler Program 4700 South Bragaw Street P.O. Box 196650, Anchorage, AK 99519-6650 (907) 343-7904 ON-SITE WASTEWATER DISPOSAL SYSTEM PERMIT Upgrade Date Issued: Jul 28, 2008 Expiration Date: Jul 28, 2009 Permit Number: SW080145 Legal Description: MOUNTAIN PARK ESTATES BLK 8 LT 19 Design Engineer: 0019 FLA'TTOP TECHNICAL SERVICES Owner Name: MICHAEL MCGINNIS Owner Address: 13001 RIDGEVIEW DR ANCHORAGE, AK 99516- ParcellD: 017-391-23 Site Address: 013001 RIDGEVIEW DR Lot Size: 22125 SQ. FT. Total Bedrooms: 4 Permit Bedrooms: 4 This permit is for Ihe 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 lo 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. A. Permit includes absorption field to existing slope waiver WR080052. Date: Municipality of Anchorage Development Services Department Building Safety Division On-Site Water and Wastewater Program 4700 Bragaw Street P.O. Box 196650 Anchorage. Alaska 99519-6650 www.munLorglonsite (907) 343-7904 ON-SITE SEWER/VVELL PERMIT APPLICATION FOR A SINGLE FAMILY DWELLING Parcel I.D. ~' t '7 - ~? / - '7--.7 ProperS/owner(s) /w, c~, ~e! /we ~-~n,w~- Dayphone Mailing address I~o~l ~ ~, ~ D~ Zip Code Site address ~' .Zip Code Legal description (Sub'd., Block & Lot) ~f ]~ Legal description (Township, Range & Section) Lot Size ~ /~ Sq. Ft. Number of Bedrooms THIS APPLICATION IS FOR (~;~ all that apply): THIS APPLICATION IS AN: Absorption Field [] Initial Septic Tank [] Upgrade Holding Tank [] Renewal Priw I--I Private Well [] Water Storage [] 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) PermiqRush Fees: Date of Payment: Receipt Number:. (Rev. 11/05) Waiver Fees: Date of Payment: Receipt Number. ~h~yor ~h~rl; Be,qlch Office: (9~17) 3~1:1.831)1 · Fa~: (907) $1:1-8~10 hltl~:Hv,-.r'~v, nlmli..i~ ])¢%'cl0pmClll Services I)cl)artlllCllt July 28, 2008 Ted Moore, P.E. 14530 Echo Canyon Road Anchorage, AK 995 i 6 Subjcct: Waiver Request for Mountain Park Estates, Block 8, Lot 19 Waiver Request WR#: 080052 Parccl ID # 017-301-23 Permit #SW080145 Dear Ted Moore, P.E.: Your request for a waiver of thc required 50 feet horizontal separation from the absorption field to a slope steeper than 25% has been approved. The approved separation distance is 5 feet to the existing slope with the addition of an extended absorption field mound at 3:1 that will completely cover the >25% slope. This waiver approval applies to thc proposed separation distance for thc absorption field to existing slopes >25% only. Any future upgrade to the on-site wastewater disposal system will require all separation distances be met or another approval from this department. If there arc any further concerns or questions regarding this waiver, please call our office at 343-7904. Since, rely, -~ James "Jay" Crewdson Civil Engineer On-Site Water & Wastewater Program Corn m unity, Security, Proslwrit!l :; AT:TOP TECHNICAL SERVICES CIVIL & ENWRONMENTAL ENGINEERING * ENERGY CONSERVATION K ANALYSIS TED MOORE, P.E. PH.IFAX: (907)345-1355 E-Mail: tgmoore@gcl.net July 15, 2008 14530 ECHO CANYON ROAD ANCHORAGE, AK 99516 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 upgrade the wastewater disposal facilities on Lot 19, Block 8, Mountain Park Estates, located at 13001 Ridgeview Drive. We are also requesting a waiver allowing the residual disposal bed to be less than 50 feet from a break in slope. A soils log, site plan, design drawings and construction specifications are enclosed for your review. The original soil absorption trench that was installed in 1977 failed and was upgraded by the installation oftwo holding tanks in 1985. These are now failing and the oxvner wishes to install an on-site system. Much of the lot is comprised of a poorly drained depression. Soils tests conducted in that area in June encountered unsuitable soils. Subsequent soils tests conducted in a higher filled area closer to the house encountered soils that appear suitable for installation of an advanced treatment system. The proposed residual disposal system will be constructed in the vicinity of test hole #2. The soil between 0.5 and 5 feet below ground level is a gravelly silty sand with a measured percolation rate of 20 minutes per inch. Groundwater is at 7.7 feet. Based on this percolation rate the wastewater code allows a soil application rate of 4 gpd/sq, ft for a Category Ill advanced treatment system, which for this 4- bedroom residence would require (4 x 150)/4 = 150 square feet. The proposed 10-foot wide by 24-foot long residual disposal bed is conservatively sized to provide 240 square feet of absorption area. There is a break in slope as illustrated on the site plan where the filled area drops down approximately 5 feet at a 2:1 slope to a poorly drained depression. The edge ofthe proposed residual disposal bed will be approximately 5 feet from this break in slope, but (as illustrated on the cross-section) the code-required 3:1 fill slope will cover this slope and extend down to level ground at the bottom of the depression. Thus the final configuration will be no different than if the break in slope did not exist. Because this is an advanced treatment system 1 am requesting the property owner/builder to come in to 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. cc: Michael and Krystal McGinnis DUPLEX '- .. SEPTIC · '. AREA "SEPTIC' ' ' ' ' ' ' ' - ~' ' ' ' ' ' - LOT 6, BLOCK 8 AREA LOT 20 '-. BLOCK 8 '- ' DRAINED ' '.. ~ DEPRESSION '-.~ R= 150' ~.~. CLASS "C" WELL LOT 4 BLOCK 7 · ! L~OT7, BLOCK 8 (VACANT) " , 'ABANDON ORIGINAL · SOIL ABS. TRENCH CONSTRUCT 10°x 24' ~ ', ,, ABANDON RESIDUALABS. BED ,, EXISTING 1250 [ 1000-GALLON ..---0% ~.- ~5"~# 1 ROLDING TANKS LOT 8 R= 100' ', LOT 19 ', ,'BLOCK 8' ~ ,, INSTALL "ORENCO" AX-20 ", '~ 4/0. ' , TREATMENT POD ,, ,. T L",.00-OALLON ., /' '~' ' ADVANTEX TANK / '-,? ,~. : ", R: ,oo' ~ %. ,, / X ~'~ ~-~'~ SEPTIC , \ , ~,~H~C)~HOISE~') ~ "/SE .' ',, \~ , LOT18 ,, ,..' x ,,j B,ocK8 ~ ,,~, ... ', ,', ~ ,. x ~, .-'/ -' ',', / ~ ,' x N ,' / ~x....,." X ~>.--.. ~ ...-'~ ..\ · ,.; ...... -'x' x . 49TM CE - 3589 SEPTIC AREA ADVANCED TREATMENT SYSTEM INSTALLATION SITE PLAN FLATTOP TECIINICAL SERVICES I INCH = 50 FEET 14530 ECIIO CANYON ROAD DRAWN BY TFM ANCI IORAGE. AI.ASKA 99516 ~e~,~ JULY, 2008 NOTE: THIS IS NOT A SURVEYED PLAT. ALL LOCATIONS SHOWN ARE APPROXIMATE. 10' x 24' RESIDUAL DISPOSAL BED 1500-GALLON / 4" DIA. F-810 / PERF. PIPE ADVANTEX TANK ///~ 4" DIA. D-3034 I (~) t,// "ORENCO'I ~~': '~ AX-20 POD I, PLANVIEW I ~"--WAsTE LINE SCALE: 1" = 10' FROM.OUSE ,e, OF i~:' ....~..?..'.'~],. ~[~ MONITOR TUBE ~ , ~ / 5 ~1 ./--2' RIGID INS. ~ · . ~ ~ ·, .... ~ OG~ EXIST GND~ .:~ _~ ~l~ G~'5 I*: ~ ~:2' FILTER SAND ~[?~?~[~ ,~~ ~o~ _¢1: ~:~:. ~ ?~: ~: ~ ~:: :.~:::.~:~:.~::~:::~??~:.~/__~_ 3'A~ ~' " BOSOM OF ~CAVATION ~ ~*'~- 4 DiA. F~iO PERF pipex BOSOM OF DEPRESSION CROSS~ECTION "A - A" RESIDUAL DISPOSAL BED SCALE: 1" = 5' LOT 19, BLOCK 8, M~. PARK ESTATES SEPTIC SYSTEM UPG~DE PLAN AND CROSS-SECTION FLA~OP TECI INICAL $F~VICE~ SCALE: AS $110WN 14530 ECIIO CANYON ROAD DRA%~ DY: TFM ANCI IORAGE, AK. ~516 JULY, 2008 FLATTOP TECHNICAL SERVICES 14530 ECHO ST. ..... ANCHORAGE, ALASKA 99516 TEST HOLE # 2 SOILS LOG - PERCOLATION TEST LEGAL DESCRIPTION: . Lot 19, Block 8, Mountain Park Estates ........... DATE PERFORMED: .. July 3, 2008 PERFORMED FOR: .. Mike McGinnis .... DEPTH -- (feet) -- 1- 2 3 4- 5 6 7' 8' 9 SM Gravelly silty sand (old fill material) Increasingly damp with depth ML Gray silt Water seeps in sand seam BH. SLOPE SITE PLAN POORLY ' DRAINED \ DEPRESSION ~ i 0% ..,-o%--- · BLOCK 8 10 11' 12' 13 ' Depth to Groundwater Date ' Water @ 85' ~'Water @ 7',-8" 14- 15 16 . i Clock ! Net Time Percometer ! Net Drcp : Date ~ Reading Time . (minutes) Reading 1.7/3 .: 12" Presoak ...... i ....... : 27 '~/2 ....... _, _12" Resoak .... i ......... 27 3/8 ,_ .... [ . Add water & start i '1':00 PM ' ' * 23 3/8 .... : #1 ....... ~;*"1:30 ..... 30 ...... 21 13/16 .... 1 9/16 -*' Addwater .... -~-'1:30:30'. ! .... . 233~8 _. PERCOLATION RATE__ .20 . (minutes/inch) PERC HOLE DIAMETER ..... TEST RUN BETWEEN ... 2.25 FTAND_ 2.75 FT COMMENTS: ._The fill matedal ~at was encountered has been in place for many years and appears to be reasonably consistent. TH #28 was dug to a depth of 7'.approx 20 feet north of TH #2 to vedfy consistency of fill...Water in #28 was at 6' - 9" on 7110108.. PERFORMED BY FLATTOP TECHNICAL SERVICES. I. ~"'.4-~ ~.""~m. ACCORDANCE WITH ALL STATE AND MUNICIPAL GUIDELINES IN EFFECT ON THIS DATE, 17 #2 2:00:30 ... 30 21 718 I 1/2 Addwater~'_i' ~'[ 2:01 ....... 23 1/2 .... 18 ....... #3 ....... [ 2:31 .... 30 .. 22 1 1/2 .... 19' . .............................. - .. CERTIFY THAT THIS TEST WAS PERFORMED IN DATE: 7/'/~' ~::~ ...... TEST HOLE # 1 FLATTOP TECHNICAL SERVICES 14530 ECHO ST. ANCHORAGE, ALASKA 99516 SOILS LOG - PERCOLATION TEST LEGAL DESCRIPTION: .... Lot 19. Block 8. Mountain Park Estates DATE PERFORMED: June 18, 2008 PERFORMED FOR: . . Mike McGinnis ...................... Pt. SM Reddish sandy loam ML Gray silt Dense, very wet ~--Water seeps in sand seam SLOPE 0% ~,50% 10 11 12 13' 14 15 16 17 18 · Ig 2O 5% Depth to Groundwater Date ~ ; ~Water @ 4" ' ..... 6/18/08 ..... ~ '' Water @ 5' ~ i'.i .7/2/08.. _ SLOPE~ ,, ,-,-amea~;" Clock Net Time Date Time ' (minutes) SITE PLAN POORLY DRAINED \ DEPRESSION / LOT '19 .., --0%.-.- tr.H. · BLOCK 8 : . .~.?' -- / ;;za / 5o/o ,, - , ..,.' / ,., 5% 50% 5%. Percometer Net Drcp Reading (inches) PERCOLATION RATE ........... (minutes/inch) PERC HOLE DIAMETER TEST RUN BETWEEN .... FT AND FT COMMENTS: __Soils encountered n TH #1 are unsu table for on-site soil abs. system. The soils in the poorly drained depress on and in the._ vicinity of the original soil absorption b'ench are too saturated to support backhoe movement ........... 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: '--~ / ~ ,,~' //O~-C' ~Ffattop Tec&nica[$ervices 14530 ~c[io Street, Andtora~e, 91K 99516 P~ne (907.) 345-1355 Lot 19, Block 8, Mountain Park Estates 13001 Ridgevlew Drive Wastewater disposal system upgrade Specifications 1.0 General: 1.1 The scope ofthe project consists ofabandoning two existing 1250-gallon and 1000-gallon holding tanks and installing an "Advantex" advanced treatment system consisting ora 1500-gallon epoxy-coated steel Advantex tank with an Orenco AX-20 treatment pod. The filtered effluent will flow by gravity into a 10-foot wide by 24-foot long residual disposal bed as shown on the site plan. 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 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. 1.4 The homeowner shall be responsible for finish grading after the soil is compacted, as well as placement of 6 inches of topsoil and reseeding all areas disturbed by the construction. 2.0 "Advantex' AX-20 Advanced Treatment System: 2.1 The "Advantex' treatment unit major components include (l) a 1500-gallon, 2-compartment epoxy-coated steel tank, and (2) an "Orenco" AX-20 filter pod. All components 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 from the tank to the absorption bed the minimum slope shall be 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 waste~vater disposal system. 2.4 The second compartment ofthe tank shall be equipped with a watertight, insulated manhole riser and cover extending a minimum of 6' above final grade with positive surface drainage a~vay 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 residual soil absorption system shall be constructed at thc location shown on the site plan. The contractor shall excavate the 10-foot wide by 24-foot long bed area to a depth of 2.5 feet below ground level on the lower side. Care shall be taken to maintain 100 foot separation from the well. 3.2 Next, a total of 2.0 feet of M.O.A. approved filter sand (<4% passing the #100 sieve) shall be placed in the excavation (as illustrated on the cross-section) to create a 10' by 24' level surface at an elevation of approximately 0.5 feet below ground level. A total of 1.0 feet of sewer gravel shall be placed on top of the sand filter material with the 4-inch diameter F-810 perforated distribution pipes laid level such that the inverts are no less than 0.5 feet above the bottom ofthe sewer gravel. Sewer gravel shall be 0.5" - 2.5" washed gravel. 3.3 The cleanout pipes and monitor tube shall be of 4" diameter and installed in the location shown on the design drawings. The portion of the monitor tube extending through the sewer gravel shall be perforated. 3.4 Approved filter fabric and 2" ofrigid burial type insulation plus 2 feet ofsoil cover shall be placed over the entire top surface of the sewer gravel. Fill slopes shall be no steeper than 3:1. The finish grading shall include 6 inches of topsoil and seeding 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 pipe has 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 ofthe engineer. ADVANCED WASTEWATER TREATMENT SYSTEM MAINTENANCE AND REPAIR AGREEMENT MEMORANDUM OF UNDERSTANDING BETWEEN MUNICIPALITY OF ANCIIORAGE AND ["Ckt0J"Xtccl) fY~'LI\Iru~5 THIS MEMORANDUM OF UNDERSTANDING made and entered into as of this a~'l Dayof ~5'/~ of200~,byandbetween.~.t0-~t.o,~ ['0~{~U. DI.~'3 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 [~')~//:~Q ~'[E~ located at ~]~t31)l~ i~ ~fl.Jt~- E;~ ~ L.lq , Anchorage, Alaska. 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 ($_~.00), payable on 0r before the issuance of the operating permit and annually thereafter. The annual fee is due on or before the anniversary date ofthe approval by the Municipality of installed system. 4. Term. The term of this Memorandum of Understanding shall be for the life ofthe 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 Equipment. Owner agrees not to make any alterations, removal of parts or additions to the AWWTS without a Construction Permit from the Municipality. 6. Malntenanee anti 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: ~'}~i - f~ t'XLLAJ9 C. Ox~mer 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 ofthe standard specification guidebook for AWWTS is the governing professional guidelines for the construction, maintenance and repair of the Owner's AWWTS. 7. Nonwalver. 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, ~vith the same formality of this Memorandum of Understanding was executed and such writing shall · be attached to this Memorandum 6fUnderstanding as an amendment. B. For the purposes oi' any amendment modification or change to the terms and conditions of this contract, the only authorized representatives of the parties are: Owner: hzt /' 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. J.risdiction: Choice of I,aw. Any civil action arising from this Memorandum of Understanding shall be brought in the Superibr 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. Severabilitv. Any provisions ofthis Memorandum of Understanding decreed invalid by a court of competent jurisdiction shall not invalidate the remaining provisions of the Memorandum of Understanding. OWNER: Title: Date: --1'1 ~4 I O~ Date: STATE OF ALASKA ) ) SS. THIRD JUDICIAL DISTRICT ) MUNICIPAI,ITY: The ~rego~g,jnstrument .was.acknowledged before me this ~/day of 20 ~}, by 7 [IJ_~_{~ '-/~e/~. [/cALO , the N~ARY PUBLId F~A~$KA, P.O. ,::C'X 6650 .... -"" 99502-06'30 DEPARTMENT OF HEALTH & HUMAN SERVICES January 10, 1986 TO: Permit Applicant Subject: Permit # 850616 Lot 19 Block~Mountain Park Estates Subdivision A permit issued by this Department for an individual well and/or on-site sewer system has expired as of December 31, 1985. Permits are issued on a calendar year basis by authority of Municipal Ordinance. A new permit must be obtained from this Department for any well and/or on-site sewer system not installed by the expiration date. If you have drilled the well, a well log needs to be sent to this Department for documentation of the installation, and to close the permit. If a private engineer inspected the installation of the on-site sewer system the original as-built inspection report(three part form) must be sent to this office for review and approval,and for documentation. If there are any further questions, please call this office at 264-4720. Sincerely, Susan E. 0swalt Program Manager On-site Services SEO/ljw enc: Copy of Permit ii]~,:.:.:;C)61, c. Fl[il...[) ]2 i',J(3 'lANK L.I:i!:G AL i)ESCR I F': I...U I S I !~]iiil: Iii]:() F:'AYET FE :SOO 1 R ].I.)GE:V :[ EW DR I VE ANCI-tOI::~AGlii], AK 995 16 45.-.. 6543 SUBI} :IV :l:!ii; I EIN:: MOUNTA I N PARK ESTATE L..[)'I'~ 19 .... I...L, I ].UI I. 2.6 'IOWIqSH:[I'::': 12N RANE~I~: 3W 0,, 5A (SQ,, F'I ,, E)R ACRES) [ am 'i am:i. ]. iai' witl~ tl'm~ r'(:.~qu:i.r'emer'rl.s ~of (::)n...-s:i. te se~,~er's and w(.'.:.~l ls as set [~]i"~-.lt by 'L.h~:~.~ ML..u'iicipali'l:.y of Al"lch(]l"F~.:lc.t (I"I(]A) and the State of' Alaska. ' ;.::'.. .[ ~..~Ll.~l. :i.l'~Sta].]. tl:":e {~[y~};'[l,/:,[:'Ii'l :i.t'] ~"]{::(::(::~l'(:l~/t'll(:::(":'} with all MOA ::~lid J.i'l (:::c)ifii::)].:i. al'lc:(..{, iz~.tll '{'.Il(:;:, d(E, si{jr'l c~'i'[.er':i.a (:)[' tl'l:i.s pei'm:i.t,, :~?~;.I ~:i. 1:1. acll'i~r'e '{'..o al:l. MOA ar'id SLate of Alaska f'6}qLliP6?iiH.~}f'l'{',E} t'(]l" '[;.hE.) EH.D'[. bacl:: (::1 :i.~}~Fl..,;:'.~ricf.:,E. f r'c)~'~'} ar'p/ (*~,x :i.s'['. J.I]g We)]. ]. ~, was~'~:.rc,~q~at(eP disposa], system o~' pub ]l :i.c J;i:: A L.I;F:I' S IA'I]:t.)N IS Ih. IS'IAI....I.JE;O ]:l".l AI',I AREA COV,EFdED BY MOA BLIIL.:OII',!G i I II::i},l ( I ) AN EI..EC I'R:I;E;AI... F:'IEF4MI'I' AND II',.ISF'IEC]':I:EIN MUST BE OBTAINED~ (:¢.) AS'""BUZL. TS Wi.I...]... NEll ~':dE ~:fl::I::'F,;OVED tgItHOU"I' ¢.~1',1 IEI...E:CTRIE;AI.... ];I',ISI::'I~:~'[;"I'IEN REPOF~T: AND (3) 'f'HE ':::.l_.l:~.':; I R ': (..;¢:,L. Wi::IF~'I~: D'.'I'I':~ ~Y A I... :l: '::~E:I',ISI~:D IELIEC I'R :[ ':] ~: Al'l. SOILS LOG MUNICIPALITY OF ANCHORAGE DEPARTMENT OF HEALTH AND ENVIRONMENTAL PROTECTION 825 L, Street, Anchorage, Alaska 99501 264-4720 SOILS LOG - PERCOLATION TEST PERCOLATION TEST PERFORMED FOR: LEGAL DESCRIPTION: 1 2 3 4 5 6 7 8 9 10 ,11 ,12 13 14 15 16 17 18 19 20 COMMENTS SLOPE SITE PLAN WAS GROUND WATER ~\ S ENCOUNTERED? [N)~ L O P E IF YES, ATWHAT DEPTH? lbo : Gross Net Depth to Net Reading Date Time Time Water Drop :f'~ ~,¢ ~ Steld~en D. Shrad~t . /¢~/; .' ,,'.~ TEST RUN (minutes/inch) FT AN©-- - ~\ FT CERTIFIED BY: ~,~, ~,¢'j~'~'"~, ~e, DATE: ~/~'~/~" 72-008 (6/79) I / GREA,ER ANCHORAGE AREA BOR,.JGH Department of Environmental Quality 3330 C Street Anchorage, Alaska 99503 INSPECTION REPORT ON-SITE SEWAGE DISPOSAL SYSTEM j '(~2,~'~c~ MAILING ADDRESS .~,t~ ~.~¢3~_ L7'7'7~ PHONE SFPTIC TANK: DISTANCE FROM WELl INSIDE LENGTH MANUFACTURER. INSIDE WIDTH ~.~,~ NUMBER OF MATERIAL , COMPARTMENTS LIQUID DEPTH LIQUID CAPACITY/2.'''~) GALLONS. r---- TILE DRAIN FIELD: / DISTANCE FROM WELL FOUNDATION NEAREST LOT LINE TOTAL LENGTH OF LINES NUMBER OF LINES DISTANCE BETWEEN LINES TRENCH WIDTH IN. TOTAL EFFECTIVE ABSORPTION AREA_~"("~ ~': SQ. FT. LENGTH OF EACH LINE DEPTH OF FILTER /, / f DEPTH: TOP OF TILE TO FINISH GRADE MATERIAL BENEATH TILE'"¢' IN. ABOVE TILE IN. WELL: TYPE //"J~f~l(') ('~) K. CONSTRUCTION DEPTH BUILDING NEAREST NEAREST SEPTIC SEEPAGE FOUNDATION____ LOT LINE __ SEWER LINE TANK__ SYSTEM CESSPOOL OTI4 ER SOURCES APPROVED DISAPPROVED REMARKS DISTANCE FROM: DISTANCES: DIAGRAM OF SYSTEM INSTALLED BY: &O~_ ~I'~E SEWER LINE DEPTH: LOT SLOPE: REMARKS: DATE "~/4'///P'7 APPROVED G.A.A.B. Form EQ-032 ;;~: 7 E; -'' 2 2:2:1. ..;fl~;l'~.'f': ::' :::d I Z [:,b:.~4"::; '.~;i;le.F:l I~',1:::i;:-:; "";' "' t...[~:GRL. I....::1..:~¢ E',',~', I"/1 I:':'1'::: E:~:~;T LOT S ;I: 2~:E ;;;~'. ::1.. ',3 ';:" ~5 i'.,!t..IHE~IEI:;~'. O1::: EI[~:[)I:;:'.O(;II~'I:-~:; ,! ~;() ]: I... I;~:!:::1'1' :[ biG., S(;ff;:T,,"t~',t:;,: THE I:,;'.I:D:;:!LI :[ F~:E[::, S :1: ZE OF' 'I'H[:~: :E;(3 ]: L. I:::ll;~:~;(:ll:;::l:"/' :[ OH :~/'.~.'S'i'[~d"'i 'I"HIZ I"1:1: f',! :t: I"1LI1"1 [:)EI::.'TI-I O1::' GI.;;:f:l',,,'[iJ:l... 131'.~:II,.II:~:EN THE: C~U'I'F:'F~I...I.. F' ]: F:'E FIN[::, 'I"H[E !EXC:FI'v'RT :!: Obi En::YI"T'OI"'I :1: :;~; 4. 'i'Hl:!i:l::d~: :1: :E; bio :!ii;ET !,.I :[ [::,'1-'1-1 F:OI;~'. 'lFi:!:~:blE:Hli!:'~i;. f::'CII:;i: [i:,l:~:l:::l :!: NI:::' :[ li::L.D:i;:;., 'l'Hli:.' !.,I Z I:::,"i'['.1 :!: S 2~:F:T. 'f'HE: [:',[i!F"iH OF' '['l:ii:[iZblCH O!:e. F:'Zl:f' :1:'.!:; THE: E~(Z)'['TCII"i CII::.' 'f'l'lE: [:i:;:',;(:::f::lVl:~'l'Z "I'HIE L. Ei'.,t(::i'TH [::, :[ I'"i[!:]",]:!~; Z OH :!:~:i; '1'!'-.1[~: L..[ENGTH Ot::. [~FIC:H :FJ;:I:I.::,E: !::'O1~ F'i :;~;EZIEF'f:~EiE: F:'Z T (.)1:;~: THE I_.[~:b!(:~'l'l.I O1::' '1 HE TI:;~'.IEI'..IE:I.I., 131:;~: 17:,F~'.I:::I :[ I'qF' :t: E~F:IC:I-,::F: ): [...[. :i: ['qEi Eft': I::iN'.r' :i;~;'.r':i~;"l'E:h'i i,.I :[ 'I'I-IOU i' 1::;' t'"1:1: b! :1: I'"ILII'I I::, :1: f~;TF:II",tC:E: I::'l:;i:Cd"i 14E:I,..L. IU Ri'q"r' COI'1F:'I.. E'I" ]: ON. :1: bI:E;TI::II.. L. F:IT J: Log Represents Location of Test Hole Lot 19 Block S Mountain Park Estate T.H.1 2-25-76 ORGANICS (PT) ORGANIC SILT (ML) SANDY SILT W/ TRACE GRAVEL (ML) SAND ~p) SANDY GRAVEL W/ SOME SILT (GM) No Water Table 0.0~ 0.5' 1.0' "-.; ~F.~'~*.. ; , I ~. 9.0~ 13.0' 18.5' T.D. Consultants Inc. 3-5~7~ I~'~'~ 1" = ~' I°'~ Joyce Construction Co. Log of Test Hole Anchorage, Alaska nY WED 1~. NO. ~F7204 II~w~ NO. A-04 SIX INCH WATER WELL DRILLED AND CASED OUT TO THE DEPTH OF' DRII.,LIED AT THE RATE OF PER FOO'F. P[tOPERTY OWNER ~ ,J~y~o ~4~888 LOCATION OF WELL SITE~_~z~_~_Z~._~_,~ .... O Ri LL.~ R .... ~}~.e__. ~_~Z~__~Lf. WELL LOG: 0 ....... ~ Graw~l wJ:~,h s~w~ral oobbles~ ~$~¢~' c].~'~ 40 ....95' S~ty cl~y ~:d cobbles~ 330 recto 95-~i60° Gravel and sm~Ll bould®vso 160~2050 ~pan with stz*eaks o¢ 8at~to 20~214~ Gravol and b~ulders,, Some sign8 of w~ter 2~220~ i¢!z~red ¢.l~- r tm~t~ into b~drook. ..... 220 3~0 o~en~,~y b~'oeko 10~30 *~'anula~e rock producing ~- .................... th~'ee GPM pl~ls~ Fal~ fa~t ~'ecovery on draw down~ The water pz'~tto~g a~'~ 1o from 310 to 320 recto Submersible p~ap shou~ be Jmsta]J.ed te 320 o.~y~ Ten feat elf bottom~ 1~0 feet of water~ at~:l ~ casing~ COST INCLUDES ALL, LABOR AND MATERIAL FOR COMPLETION OF SAID DRILLING. WRITE CHECK PAYAI:~LE; TO RAMPART DRILLING WORKS FOR THE SUM OF $5100e00 TI-lANK YOU VERY MUCH, BERNIE CLAUS OF' RAMPART DRILLING WORKS MUNICIPALITY OF ANCHORAGE DEPARTME~,I £ OF HEALTH AND ENVIRONMENTAL PRO IECTION DIVISION OF ENVIRONMENTAL HEALTH CERTIFICATE OF INSPECTION FOR HEALTH AUTHORITY APPROVAL OF ON-SITE SEWER AND WATER FACILITY 264-4720 1. GENERAL INFORMATION Application Date (a) Legal Description (include lot, block, subdivision, section, township, range) Location (address or directions) (b) Applicant Name .~-& ~' ¢"~,-~ ~--- - Telephone: Home '~S- ~,~'~¢~ Business _~4 Applicant Address ~% OCt ~) [~ ~ ~ ,'O 4 (c) Applicant is (cbeck one); Lending institution ~; Owner/builder~; Buyer ~; Other ~ (explain); (d) Lending Institution '-~'"~'~t- I~"*-r-J¢--~¢-'~4O" Telephone (e) Real Estate Company and Agent Address _~~ Telephone .... (f) Mail the HAA to the following address: TYPE OF RESIDENCE Single-FamilyJ~ Multi-Family [] Number of Bedrooms _ /~ Other WATER SUPPLY Individual Well~" Community [] Public [] Note: If community well system, must have written confirmation from the State Department of Environmental Conservation attesting to the legality and status, SEWAGE DISPOSAL Onsite [] ~'ublic [] Community [] Holding Tank~" Note: If community we system, must have written confirmation from the State Department of Environmental Conservation attesting to the legality and status. Page 1 of 2 72-025 (11.84] ENGINEERING FIRM PROVIDIN(. .SPECTI.ONS, TESTS, FILE SEARCH, DA',..~ND INFORMATION ' 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 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 flies 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. Date ~ ~¢ * Approved for /-~J,_/-~,' bedrooms by --z-~-~.----t~.d: Date Approved __ Disapproved __ Conditional Terms of Conditional Approval CAUTION The Muncipality of Anchorage Department of Health and Environmental Protection (DHEP) issues Health Authority Approval certificates based solely upon the representations given in paragraph 5 above by an independent professional engineer registered in the State of Alaska. The DHEP does this as a courtesy to purchasers of homes and their lending institutions in order to satisfy certain federal and state requirements. Employees of DHEP 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. Page 2 of 2 72-025 (11/84) WELL DATA MUNICIPALITY OF ANCHORAGE (MOA) HEALTH AUTHORITY APPROVAL (HAA) CHECKLIST - FEBRUARY 1984 264-4720 Legal Description: ~m,c~ MUNICIPALITY OF ANCHORAGQ DEPT. OF HEALTH & ENVIRONMENTAL PROTECTION , , EIVED E)~¢[. ~[ ,.[~.~ ~ Yield Depth of Grouting Pump Set At Sanitary Seal on Casing (~) Depression Around Wellhead ('~) Well Classification Well Log Present ~N) ~ Date Completed Total Depth ~ Cased to ~"~0 Static Water Level '~Oo~ ~ ~' Casing Height Above Ground Electrical Wiring in Conduit Separation Distances from Well: To Septic/Holding Tank on Lot ~('o ! To Nearest Edge of Absorption Field on Lot ;On Adjoining Lots 0~'~¢,.~,¢~r ~. locI ;On Adjoining Lots ~::~¢~.~..c ~1~. locI To Nearest Public Sewer Line ~'-~/~::~ To Nearest Public Sewer ... · · - N/A Cleanout/Manhole ~l~/¢k, . To Nearest Sewer Service Line on Lot Water Sample Collected by ~:~.~,~¢¢.,_(~,~[~.G~"0~-~.~ ~z~ ~.~.r~Date tc~f~o/ Water Sample Test Results (~,.- Comments ~ '( '~'~r~,~,;~[~ ~Zr'o"~. ~ ~,~ ~'~ ~2x¢-~u~'"'~ ~"'~r~.~ '~-. SEPTIC/HOLDING TANK DATA Date Installed ~ SizeC-~t_*~ No. of Compartments Standpipes (~N) Air-tight Caps ~)'N) Depression over Tank (Y(~) Pumping/Maintenance Contract on File (Y/N) Holding Tank High-Water Alarm ~N) Separation Distances from Septic/Holding Tank: To Water-Supply Well 0[(¢t '~ ~ To Property Line t%~ To Water Main/Service Line Foundation Cleanout (~/N) Date Last Pumped ,'for Temporary Holding Tank Permit TO Building Foundation ~1 To Disposal Field ~k.~/l~ To Stream, Pond, Lake, or Major Drainage 72-026(11/84) So~ting in Absorption Strata Results of Last Adequacy Test '""%,.. Separation Distance from Absorption To Water-Supply Well To Building Foundation Lot To Water Main/Service Line To Stream/Pond/Lake/or Major Drainage Course To Driveway, Parking Area, or Vehicle Storage Area Comments Type of System Design Length of Field Depth of Field Gravel Bed Thickness Standpipes Present (Y/N) Date of Last Adequacy Test ; On A~fjo. i~ning Lots To C?3tb~nk (if present) To Properly Line To Existing or Abandoned System on Date Installed Size in Gallons "Pump On" Level at High Water Alarm Level at Tested for Electrical Codes (Y/N~)__~-f Dimensions Manhole/Access (Y/N) "?~uu ml:~QfC~Eevel at Vent (Y/N) Pumping Cycles during Adequacy Test. Meets MOA Comments_-:-' Amount: ** Check Permitted Bedroom Rating Against HAA Request I certify tha.~c~c)d; v~.' d,~.r, onformed to all MOA and HAA guidelines in effect on the date of this inspection. S i g n e d/-'¢,~?~,~ ,¢~' ..,~¢¢.,¢,~i~ Date Company ~.~.,~. ~J,~ MOA No. Receipt No, :%~'¢~¢1 ;; (.) I Date of Payment C~ _ ~ ~ _ ~ ,~ ,, Page 2 of 2 72-026 (11/84) MARX ENTERPRISES, INCORPORATED ANCHORAGE CESSPOOL PUMPING Alaska Pumping P. O. Box 110232 ANCHORAGE, ALASKA 99511-0232 Municipality of Anchorage Division of Environn~ntal .Quality 525 "L" street Anchorage, Alaska 99501 September 26, 1985 MUNICIPALITY OF ANCHORAGE DEPT. OF HEALTH & ENVIRONMENTAL pROTECTION RECEIVED TO WHOM IT MAY CONCERN: This memo is to Lnform you that Mr. Ed. Fayette of 13001 Ridgeview in Anchorage has contracted us to pump the sewage holding tank on an as needed basis. If you have any further questions, please call me at 344-2632. Thank you. Sincerely, Delores E. Marx Phone 344-2453 344-2632 t,~o. 41z, S- E BRWN, SCALE~ 5313Arct< B vd Su , P.O, Box 4.3187 GRID: ~R.NO.* DWG: P.O. BOX 6650 ANCHORAGE, ALASKA 99502-0650 (907) 264-4111 TONY I<NOVZI_E$. MA ¥'OR DEPARTMENT OF HEALTH & HUMAN SERVICES September 19, 1985 Mark Holum, P.E. Alaska Soil Testing and Engineering 6100 A Street Anchorage, Alaska 99502 Subject: Waiver Request WR85-027, Lot 19 Block 8 Mountain Park Estates Dear Mr. Holum, This Department hereby grants a waiver to 96 feet for the minimum separation distance between the well and septic tank on the subject lot. This waiver is valid for a four bedroom single family dwelling only. Please note that we cannot grant your request for a Health Authority Approval conditional upon the upgrade of the absorption field. A Health Authority Approval will be issued, however, if a properly permitted and inspected system is installed on the property. If you have any questions regarding this matter please call me at 264-4720. Sincerely, Stephen S. Morris Civil Engineer On-site Services SSM/ljw ALASKA SOIL TESTING AND ENGINEERING 6100 A Street, Anchorage, Alaska 99502 MUNICIPALi]y OF ANCHoRAG[~ (907) 561-7453 DEPT. OF IJEAL1H & ENVIRONMENTAL PROTECTION RECEIVED Municipalitw of Anchocaage Beportment of Health and Envimonmental Protection Division off Environmental Health 8E5 L Street Subject: Application for Waiver of Separation Oistonoe, Lot 19, BI< 8, Mountain Park Estates Subdivision Gentlemen: This letter, with the attached supporting documents, constitutes o request for o waiver of the minimum hoFizontol separation distance betweem on existing well and septic tank os shown on the attached ?i~ure 1. The waiver request pertains to the separation distance of 98 feet between the well and septic tank on Lot 19. Rlease note that no ~ai~ver on Lot 8~ since the absorption trench zs ~o De re~ooac upgraded. In accordance with the AOEC memorandum of Januarg 3~ 1885, which pertains to separtion distance waiver uuidelines, several documents ore attached which maw Did in Wouc evolution of the woive~' request. ~ well loB, a soil test borinB loB, an installation inspection report, and a location drowinB ore attached. The water level depth in thm well was 168 geet on August 89, 1985. /he Bround surface elevation near the well is approximatelw 5 feet above the Bround surface ot the septic tank. Please call if I mow pmovide additional assistance in Wour consideration of the waiver request. Uery truly yours, ~LASKA SOIL TESTING AND ENGINEERING Mock Holum, P.E. Manager Location: TUDO: Addmess: Client: ALASKA SOIL TESTING AND ENGINEERING 6100 A Street, Anchorage, ALaska 99502 (907) 561-7453 ~W/~O~WE,~ ' .... Test .. Lot i~, ~k 8, Mountain P~mk Estates ~ubd. Septic tank and l~ench 13001Ridgeview Omive Ed Fowette Date lime ~uontitw oE Depth Belam Depth Below Watem Added 8mode oE 8Fade DE Watem to lmench Watem Level Level in In Ymsnch Septic Yank [~013 [Inches] ElnchesO 8-89-85 9:1~ om 0 68 1/~ 56 8-B9-85 11:09 1~8 " 53 8-28-85 11:59 230 " ~8 8-28-85 1:26 Dm 373 62 5/8 ~3 1/8 8-28-85 ~:00 ~32 61 ~1 1/~ 8-29-85 2:59 587 57 1/2 38 8-28-85 3:~ 601 5~ 1/2 35 8-28-85 ~:0~ " 5~ 5/8 38 1/8 8-89-85 ~:~5 " ~ 8/8 35 8-30-85 B:i~ om 0 S~ 7/8 35 1/8 8-30-85 8:3~ 90 ~3 7/8 83 B-30-85 B:~B 100 ~3 1/B ~3 8-30-85 11:06 ' S1 3/8 31 i/B 8-30-85 12:33 pm " S1 7/8 38 1/B 8-30-85 2:11 ' 52 1/B 32 1/2 Conclusion: The absomption cate oE the existing tmench is appco×imatelw 150 gallons pem day and is inadequate fac the ~oum bedmoom single familw dwelling. Comments: The septic egstem was in use pmJ. oF to and ducing the test. No sumfface seepage was noted ducin~ the test, The existing swstem appeacs to cmeate no health Feplacement swstem should be constcucted. MUNICIPALiTy OF ANCh/oR;\G~ DEPT. OF HEAL £NVIRONME,,,~..' TH & ' m~L PROTECtiON . CEIVED LOT 19, BK. 8 MOUNTAIN PARK ESTS. Sept/c tan~ c,o. /./EXIST < 4 BDRM. ~ ~oll Trench standpat% 90' LOT 18 Septic Trench s tandpipe~. ~ctnR c.o. SCALE I" = 40' A,LASK~(. SOiL TESTING AND~ WELL AND~ SEPTIC SYSTEM LOCATIONS ENGINEER'ING FIGURE ALASKA SOIL TESTING AND ENGINEERING 6100 A Street, Anchorage, Alaska 99502 (907) 561-7453 MUNICIPALITY OF ANCHORAGe. DEPT. OF HEALTH & ~NVIRONMENTAL PROTECTION RECEIVED Septembec 2, 1805 Municipal±tw o~ Anohomaage Depactment o~ Heolth and Enviconmental Pcotection Oivision o~ Envimonmental l~eolth BBS L Stceet Anchomage, AK 88S01 Subjmct: Conditionol Hmolth Authocitw Appcovol, Lot 18, Bk 8, Mountoin Pack Estates Subd. As desocibed on the ffollowinB doouments, thm on-eitm smmem ond wotec supplw o~ Lot lB do not confocm to cuccent state ond mun±c±pol stondocds, In ocdec to ~ooilitote the client's cefinancinB o~ the existing house, we cequest a conditional appcoval subject to upgcodin~ the absocpt±on tcenoh ond obtaining a ~ell-septic tonk sepomation waivec, ~he attoched moivec mequest is undec o smpomote corec lettec, Please call ±~ I maw pcovide ass±stance. Uecy tculy youms, ALASKA SOIL TESZING AND ENGINEERING Moji< ~olum, P.E. MUNICIPALITY OF ANCHORAGE MUNK;IPALI DEPARTMENT OF HEALTH AND ENVIRONMENTAL PROTECTION I~NVIRONMI~N'fAL DIVIBION O~ ENVIRONmeNTAL H~ALTH CER-FIF ICA'rE OF INSPECTION FOR HEALTH AUI'HORITY APPROVAL OF ON-SITE SEWER AND WATER FACILITY 264-4720 Application Date GENERAL INFOIIMATtON (a) L. egal Description (include lot. block, subdivision, section, townsllip, range) (b) Location taorlress or directions) I /,(~01 tcL(t~'~V t~,l L)i'i'gf} Applicant Name P]~tPCY~Izt'cZ ..... lolephone: Home :3q'9.-65~3 ApplJcantAddress 37)O]. t(:~]j;eview Dr'i.ve, ~lc:t~o~'¢~,;e~ AK 99~JJ} Business icl Applicant s (check one): Lending (d) Lending [nstltUUOn 3-J i-'2Z ?io_z'g~;L~f5% ....... Tolepnone re) Real Estate Company title Agent H/A Address .... 'lelepnono - - - (f) Mail tl~e HAA to me following address: nStltUtlon [] . Owner/builder [~l; Buyer El: Other [] (explain); TYPE OF RESIDENCI: Single-Family [~ MultbFamily [7] Other Nu~nbor of Bedroolns _ P_o]~'._ _ . WATI-~R SUPPLY Ind vldual Well B,] Community [] Pul)lie [~ Note: If community well sysmm, must nave written confirmation from the State Department of Environ mental Conservation attesting to the legality ano stores. 4. SEWAGE DISPOSAL Onslte I~ Public L~ Commueity [] Holding Tank [3 Note: If community Wnll systet¥ must nave wrlttef~ confirmation from th(; State Department of Environmental Conservation attesm~g m[ne legality aha status. 72-025 11~84t Page 1 of 2 ENGINEERING FIRM PROVIDING INSPECTIONS, TESTS, FILE SEARCH, DATA AND INFORMATION 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 shows that tho on-site water supply and/or wastewater disposal system is safe, functional and adequate for tho 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. Narne of Firm ~].:~,~;kc~ ~oi.J ~'~'-:f'"'~l~; & ~;~L~;:i'nc'er'i~5' Telephone !~0']~'~?~1'~.~ Address Date DHEP APPROVAL Approved for bedrooms by Approved Disapproved Terms of Conditional Approval Conditional Date CAUTION The Muncipality of Anchorage Department of Health and Environmental Protection (DHEP) issues Hoalth Authority Approval certificates based solely upon the representations given in paragraph 5 above by an independent professional engineer registered in the State of Alaska. The DHEP does this as a courtesy to purchasers of homes and their lending institutions in order to satisfy certain federal and state requirements. Employees of DHEP 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. Page 2 of 2 72-025 (] 1/84) WELL DATA MUNICIPALITY OF ANCHORAGE MUNICIPALITY OF ANCHORAGE (MOA) DEPT. OF HEALTH & HEALTH AUTHORITY APPROVAL (HAA) ENVIRONMENTAL PROTECTION CHECKLIST- FEBRUARY 1984 264-4720 ..... ' © 4 1985 Legal Description: [';states Subd.; Sec, 26 ~ M. Well Classification Private Well Log Present (Y/N) Y If A, B, C, D.E.C. Approved (Y/N) Date Completed 10-31-76 Yield 3~5Pm (Re£. Comment 1) 310 ft. Depth of Grouting N/A Pump Set At 260 £'b. Sanitary Seal on Casing (Y/N) Depression Around Wellhead (Y/N) Total Depth 330 ft. Cased to Static Water Level 168 ft. Casing Height Above Ground 27" Electrical Wiring in Conduit (Y/N) Separation Distances from Well: ~;~;~"=~, ,;~"' ' To Septic/Holding Tank on Lot 06 £t.(Ref. Comment 2); On Adjoining Lots To Nearest Edge of Absorption Field on Lot To Nearest Public Sewer Line 100+ £t. Cleanout/Manhole lO0+ ft. 108 ft. ~ '; On Adjoining Lots To Nearest Public Sewer To Nearest Sewer Service Line on Lot Water Sample Collected by Y 125 ft, 142 ft. Mark Holum, P.E. satisfactory 37+ ft. ; Date 8- 30-85 Water Sample Test Results Comments 1)Well yield confirmed at 600 gal/day per 4 hour drawdown test 8-29-85. 2)Refer to well-septic tank separation waiver request(attached). B, SEPTIC/HOLDING TANK DATA Date Installed 2-4-77 Standpipes (Y/N) ¥ Air-tight Caps (Y/N) Depression over Tank (Y/N) N Pumping/Maintenance Contract on File (Y/N) N/A Holding Tank High-Water Alarm (Y/N) Separation Distances from Septic/Holding Tank: To Water-Supply Well 96 ft (t{e£ Comment To Property Line 25 ft. To Water Main/Service Line ~0+ £t. Size 1250 gal No. of Compartments 2 Y Foundation Cleanout (Y/N) Y Date Last Pumped 8-27-85 ; for Temporary Holding Tank Permit (Y/N) To Building Foundation 29 ft. To Disposal Field 13 ft. To Stream, Pond, Lake, or Major Drainage Course 100+ ft. Comments Page 1 of 2 72-026(11/84) C. ABSORPTION FIELD DATA 1OO ft2-/bdrm Trench Soils Rating in Absorption Strata Type of System Design Date Installed 2-L~~'?? Length of Field ~56( Inspection Rpt) Width of Field Not listed on inspect, rpt, but Depth of Field 8 ft. appears to be approx. 3' wide. Gravel Bed Thickness ~ ft. Square Feet of Absorption Area L~4'8 ft'2 Standpipes Present (Y/N) Y Depression over Field (Y/N) N Date of Last Adequacy Test 8/29-30/8.5 Results of Last AdequacyTest Unsatis£actory (Absorption rate is approx. 150 gal/day) Separation Distance from Absorption Field: ,-,~4~' ToWater-Supply'Well 90' to well on Lot $~ Bk 8,T_n ...... 2.5 £t. u r,uv~ y Line [',lntn. Pk. Est. SubrJ..(Re~2C?~r.~ent 3')' To Building Foundation ' - To Existing or Abandoned System on Lot N/A To Water Main/Service Line 30+ fro To Stream/Pond/Lake/or Major Drainage Course To Driveway, Parking Area, or Vehicle Storage Area ; On Adjoining Lots 116 To Cutbank (if present) 100+ 100+ ft. rt. Comments 3) The existing absorption trench is inadequate and is to be relocated and upgraded. D. LIFT STATION Date Installed Size in Gallons "Pump On" Level at High Water Alarm Level at Tested for Electrical Codes (Y/N) Dimensions Manhole/Access (Y/N) "Pump Off" Level at Vent (Y/N) Pumping Cycles during Adequacy Test. Meets MOA Comments ** Check Permitted Bedroom Rating Against HAA Request ** I certify that I have checkeql, verified, or conformed to all MOA and HAA guidelines in effect on the date of this inspection. Signed _. _.~/9-~.-"-¢~ _¢¢' z~'~ ~ Date CompanyAk Soil Testing & EngrMoA No. ST85-260 Receipt No. Date of Payment Amount: $ Page 2 of 2 72-026 (11/84) MUNICIPALITY OF ANCHORAGE ,,...% DE ,TMENT OF HEALTH & ENVIRONMENTAL PRO r,ON ~ ~ 825 L Street- Anchorage,~1e~ OF ANCHORAG~ (~~A%~~ ENV' RONMENTA L ENGINE'R~'~ROTE ~ (~/ ~ / Telephone 264-4720 DIRECTIONS: Completo all parts on pago 1.,ncomplotorequestswil, notbeprocoss~e~e~l~w~o~l~. ~ ( )days / I. PROPERTY OWNER MAILING ADDRESS PHONE PHONE PHONE ~ P ~o-"'~'T r ,) STREET LOCATION ~t/ SINGLE FAMILY [] MULTIPLE FAMILY 7, WATER SUPPLY [] One [] Four [] Other [] Two [] Five ' Three [] Six INDIVIDUAL* [] COMMUNITY [] PUBLIC UTILITY 8. SEWAGE DISPOSAL SYSTEM INDIVIDUAL/ON-SITE** [] PUBLIC UTILITY * ATTACH WELL LOG. A well log is required for all wells drilled since June 1975. For wells drilled prior to that date, give well deptt] (attach log if available.) ~.~,~ (..) /~l~ 'T .~_'~,.b.~ **If individual/on-site, give installation date ,~/~TL~ ///~) ~'~ If system is over two (2) years old an adequacy test is required by this Department. / NOTE: THE INSPECTION FEE MUST ACCOMPANY EACH REQUEST BEFORE PROCESSING CA~N BE INITIATED, 72-010(3/78) THIS SIDE FOR OFFICIAL USE ONLY DATE RECEIVED ~' INSPECTION APPOINTMENTS TIME TIME TIME DATE DATE DATE INSPECTOR INSPECTOR INSPECTOR DIRECTIONS: 1. 'I:YPE OF RESIDENCE NUMBER OF BEDROOMS [] SINGLE FAMILY [] ONE [] THREE [] FIVE [] OTHER [] MULTIPLE FAMILY [] TWO [] FOUR [] SIX PERMIT NUMBER 2, WATER SUPPLY [] INDIVIDUAL DEPTH OF WELL [] COMMUNITY DATE DRILLED [] PUBLIC UTILITY Connection Verified LOG RECEIVED 3. SEWAGE DISPOSAL SYSTEM PERMIT NUMBER []INDIVIDUAL/ON -SITE DATE INSTALLED []PUBLIC UTILITY Connection Verified INSTALLER []Septic Tank or []Holding Tank Size:__ / ~L_~''~ If Tank is homemade SOILS RATING give dimensions: TYPE OF T~NK MANUFACTURER ,//~..~ TOTAL ABSORPTION AREA MATERIAL 4. DISTANCES Septic/Holding Tank Absorption Area /Sewer Line I Nearest Lot Line WELL TO: Absorption Area to nearest Lot Line 5. COMMENTS E~'~APPROVED FOR '¢¢~F _ BEDROOMS [] CONDITIONAL APPROVAL (letter must accompany certificate) [] DISAPPROVED DATE By (Title) LEGAL DESCRIPTION 72-010 (Rev. 3/78) RECEIVE[) MAF~I.~H ;I,~ ;I. 98;L l::'l] IJ(:~l..I 7007 fi N (., I"1(.)1', fi 6, I:. ~,'~E:I..I...E::F~ '"' J£iI"IN I:"AYNE EilJEi:I):]I:L~:iEEi:i:I.]N""t4£II.IN'I'~:]I:N PAIRI'( EST, E:LCIE',I'(""8 L. OT~":I. 9 THIE I~YI~i'TIE:N :IS I::~I::'~E:I..E: E/F:' ~[:I]E~F'TZNC.; 600 Gi~I,.LI:INEi CIE: N~'TE[I~ F'IEI~ I)~Y~ THE~ i~O:~L.!~ FtA'I':I:NI'.; I:)F:' THE: EiYEiTIEM ~T CEiNEiTI:tlJI]'T:~I]N NAEI 100 ~NI:) NON EJ~StED LIF'EIN TI'lIE 'I"IEI~iT D~'¥A 'I'I"IE: SYEiTE:N :[lil ~CCiEE:'T~BI..IE EOF( A 1220 UJest 25lh Aucnu~ · Anchore§¢, Al~sk~ 99503 · (907) 276-1361 GREATER ANCHORAGE AREA BOROUGH Department of Environmental Quality 3330 "C" Street,. Anchorage, Alaska 99503 274-4561 Date Received January 6, 1977 Time Date of Inspection REQUEST FOR APPROVAL OF INDIVIDUAL SEWER & WATER FACILITIES FOR 1. Approval requested by: Alaska Mutual Savings Mailing Address: Post Office Box 1120 of Inspection :%:~D p.m. _t-~7 7 Pratt 2, Property Owner: James Joyce Phone: 4. 5. 6. Phone: 344-8883 Mailing Address: Star Route A Box 377-B 99507 Legal Description: Lot 19 Block 8 Mountain Park Estates Location: Type of facility to be inspected Well Data: A. Type Individual Ridgeview off of De Armoun C. Construction 7. Sewage Disposal System: A. Installed C. Septic Tank: 1. Size D. Seepage Pit: E. Disposal Field: 8. Distances: A. Well to: Septic tank Nearest lot line B. Foundation to septic tank Single Family No. of bedrooms B. Depth D. Bacterial Analysis On-site system 'TL~z~L/ B. Installer 2. Manufacturer 1. Absorption Area Total length of lines , Absorption area , Other contamination C. Absorption area to nearest let line 2. Material , Sewer Lines , Absorption area EQ-034 (1/74) Page 1 of two pages Page 2 of two pages - Re(' ~t for Approval'of Individual S ,r & Water Facilities Legal Description Lot 19 Block 8 Mountain Park Estates Comments Approval ~Valid for one year from date signed Greater Anchorage Area Borough, Department of Environmental Quality DIAGRAM OF SYSTEM 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) MUNICIPALITY OF ANCHORAGE DEPARTMENT OF HEALTH AND ENVIRONMENTAL PROTECTION 2510 East Tudor Road, Anchorage, Alaska 99504 276-2221 REQUEST FOR APPROVAL OF INDIVIDUAL SEWER and WATER FACILITIES 1. Type of Inspection: '"~,~ CMRO 2. Property Owner: .~.,C~,~,~,~ Mailing Address!.'/ '~ ¢/'~- ',3 ,~ ~ !-~ Day Phone:. CONV. Name of Buyer: Mailing Address: Day Phone: Name ofLendinglnstitution: ~-J~~c ~.~'~/ Mailing Address: Phone: 5. Name of Realtor or Agent: Mailing Address: Legal Description: Location: Type of Facility to be Inspected: Water Supply Type of Supply: No. Bdrms. Public Utility. Individual If Individual, number of dwellings presently served If Individual, depth of well 9. Sewage Disposal System Type of System: Public Utility, Individual (on-site) If Individual, date of installation 72-003(3/76)