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HomeMy WebLinkAboutT11N R3W SEC 14 NW4NW4NE4T11N C ~ 14 NW4NW4N~4 020-281 -22 ©  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 Page J of 3 www.ci.anchorage.ak.us (907) 343-7904 ON-SITE WASTEWATER DISPOSAL SYSTEM AND/OR WELL INSPECTION REPORT Permit Number: CA"/~ JO t 7_O'/ PID Number: Name~~ ~~ Wastewater System: ~ New ~ Upgrade Address: N~N ~ I~ ~ ABSORPTION FIELD Number of Bedrooms: Phone: 3~ 'Or 9~ ~ U DeepTrench ~ Sha[IowTrench ~Bed U Mound U Other: Soil Rating: Total Depth from original grade: LEGAL DESCRIPTION ~.O GPD/Ft2 O Ft. Block: Lot: Subdivision: Depth to pipe bottom from original grade: Gravel depth beneath pipe: Township: ~ I ~ Rang~ ~ Section:~ ~ Filloadded~ above~original~ ~ ~'grade:E~ ¢ Ft. Gravel Length: ~ Ft. Well: ~ New ~ U pg rede Gravel width: I O Ft. Number~of lines: Distance~be~een lines:Ft. Classification (Private, A, B, C): Total Depth: Cased to: Total absorption area: Pipe Material: ¢~ ~ Ft. ~/ Ft. ~ Ft2 Driller: Date Drilled: Static Water Level: Installer: Date Installed: Yield: ~0 GPM Pump Set at: Ft. Casing Height Above~ ~Gr°und:Ft, TANK SEPARATION DISTANCES D Septic D Holding ~ S.T.E.P. ~~ ~ ~ ~ Other:  Manufa~urer: Capacity: To Septic Absorption Li~ Holding >ublic/Private Tank Field Station Tank Sewer Line ~ ~¢~ ~ ~ ~ Gal. Material: Number of Compadments: SuffaceWater > 1~' > ~' ~ t~' ,_ ~ / LIFT STATION Size: Manufacturer: "Pump on" level at: "Pump off' level at: in. High water alarm at: Foundation > ~' ~ tO' ~ ~0' -- g~ in. ~ ~6 in. ~ ~ Pump Make & Model Ele~rical Inspections performed by: Remarks: ~,nO¢ ~ei~ ~j~en~ ~ ~ BENCH MARK ~ ~' $nS~tfe~ h~e¢ ~t~O0, Location and Oescription: "~ ~ ~ ~ ~~ Engineer's Stamp Inspections pe~ormed by: F~ ~ ¢~ Dates: 1'~ ~1~I Development Se~ices Depa~ment Approval Conditional Approval Date: Reviewed and approved by: /~, 7 - ~ ~ ~ ~EODORE F MOORE $ ~ ~ ~~ w. 2'+ FILTER SAND UNDER G~VEL ~O (2) AX-20 FILTER PODS' ~ · '5' "G" 3000-GAL. STEEL ADVANTEX TANK ~~"~" FROM: COR."A' COR. "B" ?' / ~D..C.O."c 2o.~ 6 / · ~,~c.o.."~" =~: ~.~: ,,? CTR. POD ',~. 27 , 17~5 ?' / PUMP M.H. "G" 37.5' 30' /? / / BED M.T. "H" ~' 35' ?? / BED M.T."I" 87.5' 74' ,? / /~~ ~ST. [ P~N VIEW W ~ AS-BUILT INSPECTION REPORT FLATTOP ~C~[CAL SLaV[CBS SCALE: 1" = 50' 14~30 ECHO CA~ON EOAD D~ BY TFM ANCHO~G~, ALAS~ 99516 JANUARY, 2011 PERMIT NO: OSP101207 PID NO: 020-281-22 F4 THEODORE F. MOORE % CE23589. ,, ELEV. 98' PAGE 3 OF 3 TWO (2) ORENCO AX-20 TREATMENT PODS FINAL GRADE ~_~ELEV. 95.5'+ 3'+ SOIL COVER 10' 0.7' SEVVER GVL. 1.25" DIA. SCHED 40 PVC w. 3/16" HOLES @18" D.C. RESIDUAL DISPOSAL BED INV. 92.3' ORENCO PUMP VAULT T.H. #1 GND. ELEV. 91.6' BOT. ELEV. 81.6' MAX H20 @ 87.6' DRY 9/22/10 NW 1/4, NW 114, NE 114, Sec 14, TllN, R3W PROFILE VIEW AS-BUILT INSPECTION REPORT FLATTOP TECHNICAL SERVICES SCALE: 1" = 50' 14530 ECHO CANYON ROAD DRAWN BY TFM ANCHORAGE, ALASKA 99516 JAN UARY, 2011 11/88/2818 14:83 8686778 APLUS PAGE 81 Ed's Electric, Inc. P.o. Box 2:10767 Anchorage, AK October26,2010 A+SerVices ~ 750L E. 140TM Av~.' Anchorage, AK g9516 To Whom It May Concern: Subject: Septic system electrical Lot T11NR3W, Section :L4NW4-NW4-NE4 Ed's Electric installed electrical on subject project to the Code requirements of the Municipality of Anchorage and The National Electrical Code. Thank you, Dwayne R Bruns Ed's Electric, Inc. FROM :Alpin~ Drillin9 FAX NO. ~907 545 ~02 Jan. 28 L:~ll 12:lSPM PI Alpine Drilling & Enterprises Well Log Permit Number: ftSW,090150 Date Started: Aug. O08/21/09 Legal Description: T11N R3W Sec 14 NW4 NW4 NE4 Property Owner Name & Address: Justin Green 2903 Tanglewood Ancho, ra,~/ Depth (fl) Method of Drilling x air rotary' From Date of Issue: 08/13/2009 Parcel Identification Number: 020-28!-22 Date Completed: 08/24/09 is well located at approved pe.rmit location? x Yes [] No Soil Type, Thickness & Water Strata Stick-uI~ 0 2 Organics & silt 2 4 Gravelly silt 4 36 silty gravel w/cobbles 36 78 ' ~ boulder 78 81 silty cobbly gravel 81 ] 23 gravelly silt 123 158 water sand & gravel,i . 138 161 gravelly sandy silt & water 16I 224 Casing type: steel Wall Thickness: .25 inches Diameter: I~ inches Depth: 224 feet Liner Type: ~ Diameter: ~ inches Depth: feet Caslng, stickup above ground: -2 feet Static water.level (from ground level): 6/feet Pumping level: 130 feet after _2 hours pumping ~ gpm Recovery Rate: 5_Q gpm Method bf Testing: air ijj9 . Well Intake Opening Type: [] Olin End [] Open Hole [] Screened Start ~ feet Stopped feet x Perforations Start 138 feet Stopped 160 feet Grout Type: bentoni'te Volume: 2 bgs Depth: Start 0 feet Stopped ? feet Pump: Intake Depth ~ feet Pump size __ hp Brand Name __ Well Disinfected Upoa Completion? x Yes [] No Method of Disinfection: chlorine tabl..et~ Comments: Well Ddller: Alpine Drilling & Enterprises PO Box 110496 Anchorage AK 99511 Sep 06 11 10:34p Beau Maxim 19073391985 Mark Begich Mayor Development Services Department Building SafeVy Division On-Site Water & Wastewoter Program 4700 Elmor¢ Road P.O. Box 196650 Anchorage, AK 99507 www. mu nj. orq/o IRs i~ e (907) 343-7~04 Pump Installation Log Well Drilling Permit Number: SW Date of Issue: Parcel Identification Nam bet: ¢ Legal Description T11N R3W SEC 14 NW4NW4NE4 Pump Installation Date: 111~0t10 Pump Intake Depth Below Top of Well Casing: 210 Pump l~[anufacturer's Name: GRUNDFOS Pump Mod~: 4o~ 5 Pump Size ~ hp Pitless Adapter Burial Depth: ~0 f~t Pitless Adapter Manufac~rer's Name: Pities Adapter Ins~ller: BR~g~ Well Disinfected Upon Completion? ~ Yes Property Owner Name & Address: IJUSTIN GREEN J2817 RAMPART DF( STE 101 IANCHORAGE ALASKA 99501 feet Method of Disinfection: REC~RCULA-rED USING CHLORINE PELLETS Comments: Pump Installer Name: BRIAN WILLE Attention: The pump installer shall provide a pump installation log to the DSD within 30 days of pump installation. Permit Number: Tax Code Number: Work Type: On-Site Water & Wastewater System OSP101207 02028122000 WellSeptic MUNICIPALITY OF ANCHORAGE Development Services Department On-Site Water & Wastewater Program 4700 Elmore Road, PO Box 196650 Anchorage, AK 99519-6650 Telephone: (907) 343-7904 Renewal Permit Effective Dates: September 23, 2010 to September 23, 2011 Design Engineer: FLATTOP TECHNICAL SERVICES Subdivision: T11N R3W SEC 14 Permit Site Legal Address: T11N R3W SEC 14 NW4NW4NE4 G:3639 Owner/Address: GREEN JUSTIN T F 2817 RAMPART DR STE 101 ANCHORAGE AK 995013126 Site Mailing Address: Lot Size in Sq Ft: 435600 Total Bedrooms: 6 This permit is for the construction of: Y Disposal Field Y SepticTank N Holding Tank N Privy Y Private Well N 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 wastewater code requires inspections during the installation. The engineer must notify the Development Services Department at least 2 hours prior to each inspection. Provide notification by calling (907) 343-7904 (24 hours). 4. From October 15 to April 15, a subsurface soil absorption system under construction during freezing weather must either: A. Open and Close on the same day. B. Covered, sealed, and heated to prevent freezing. Date: Date: Municipality of Anchorage Development Services Department Building Safety Division On-Site Water and Wastewater Program 4700 Elmore Road P.O. Box 196650 Anchorage, Alaska 99507 www. muni.org/onsite (907) 343;7904 ON-SITE SEWER/VVELL PERMIT APPLICATION FOR A SINGLE FAMILY DWELLING Property owner(s) Mailing address Site address Legal description (Sub'd., Block & Lot) ke~al description (lownship, Range & Section) Lot Size [/~ 5~ &~ Sq. Ft. Day phone Zip Code Zip Code /V Number of Bedrooms THIS APPLICATION IS FOR ([5~] all that apply): Absorption Field [] Septic Tank [] Holding Tank [] Privy [] Private Well [] THIS APPLICATION IS AN: Initial [] Upgrade [] Renewal [] I certify that the a.¢~ '~for/r~tion is correct. I further certify that this application is being made for a Single Fa~3'~/g7 is i~ accordance with applicable Municipal Codes. S~ n / o~ ( 'g ature.,ofproperty owner o(authorized agent) Permit/Rush Fees: / '2) L.~ Waiver Fees: Date of Payment: ~ '- ~ ''~ ?~.~ Date of Payment: Receipt Number: 0 ~ ~ <~ (~ ~ Receipt Number: (Rev. 11/05) 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 ON-SITE WASTEWATER DISPOSAL SYSTEM / WATER SUPPLY PERMIT Initial Date Issued: Aug 13, 2009 Expiration Date: Aug 13, 2010 Permit Number: SW090150 Legal Description: T11N R3W SEC 14 NW4 NW4 NE4 Design Engineer: 0019 FLATTOP TECHNICAL SERVICES Owner Name: JUSTIN GREEN Owner Address: 2903 TANGLEWOOD DR ANCHORAGE, A 99517- Parcel ID: 020-281-22 Site Address: NHN FINLAND ST Lot Size: 435600 SQ. FT. Total Bedrooms: 6 Permit Bedrooms: 6 This permit is for the construction of: [~ Disposal Field [] SepticTank [] 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. Date: Date: MUNICIPALITY OF ANCHORAGE Development Sen/ices Department On-Site Water & Wastewater Program 4700 South Bragaw Street P.O. Box 196650, Anchorage, AK 99519-6650 (907) 343-7904 ON-SITE WASTEWATER DISPOSAL SYSTEM I WATER SUPPLY PERMIT Initial Date Issued: Aug 13, 2009 Expiration Date: Aug 13, 2010 Permit Number: SW090150 Legal Description: T11N R3W SEC 14 NW4 NW4 NE4 Design Engineer: 0019 FLATI'OP TECHNICAL SERVICES Owner Name: JUSTIN GREEN Owner Address: 2903 TANGLEWOOD DR ANCHORAGE, A 99517- Parcel ID: 020-281-22 Site Address: NHN FINLAND ST Lot Size: 435600 SQ. FT. Total Bedrooms: 6 Permit Bedrooms: 6 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. Received By: ~""~ ~ Date: ~;/' ~'/'~ ~ Municipality of Anchorage Development Services Department Building Safety Division On-Site Water and Wastewater Program 4700 Elmore Road P.O. Box 196650 Anchorage, Alaska 99507 www.muni.org/onsite (907) 343-7904 ON-SITE SEWERA/VELL PERMIT APPLICATION FOR A SINGLE FAMILY DWELLING Parcel I.D. Property owner(s) Mailing address Site address Legal description (Sub'd., Block & Lot) Legal description (Township, Range & Section) Lot Size /'~. ~)~) Sq. Ft. Day phone Zip Code Zip Code 9 '~.~' /V u.., v'~. ~/~ '/,~: '~==~, Number of Bedrooms THIS APPLICATION IS FOR (~;~ all that apply): THIS APPLICATION IS AN: Absorption Field [] Initial [] Septic Tank ~' Upgrade [] Holding Tank [] Renewal [] Priw [] 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) PermitJRush Fees: ~¢,' *' ~.o~' .-. ?.7~ Waiver Fees: Date of Payment: ~'l~.'Z/O~ Date of Payment: Receipt Number: ' O,~,_.~ ~ ~ (". Receipt Number;. .i:'FEA;rTo? TECHNICAL SERVICE . CIVIL & EN~qRONMENTAL ENGINEERING ' ENERGY CONSERVA'r]ON & ANALYSIS TED MOORE, P.E. PHJFAX: (907)345-1355 E-Mail: tgmoore~gcl.net July 14, 2009 14530 ECHO CANYON ROAD ANCHORAGE, AK 99516 M.O.A. DSD P.O. Box 19-6650 Anchorage, AK 99519 Dear Sirs: This is a revised submittal that addresses the comments and concerr~, brought up by Jay Crewd~on in his review of the original submittal dated dune 20, 2009 The purpose of this letter is to provide the required design narrative in support of our application for a permit to install water supply and wastewater disposal facilities to serve a 6-bedroom residence on the NW ¼, NW ¼, NE ¼, Section 14, Ti IN, R3W, S.M., located on Finland Street in South Anchorage. Soils logs, perc test results, a site plan, design drawings and construction specifications are enclosed for your review. Due to the large lot size (10 acres) DSD issued a land usc permit allowing construction work to start early this spring prior to completion of soils testing and well and septic permitting. The building is now under construction. With the exception of the southeast comer, much ofthe lot is poorly drained. The only viable location for construction of on-site wastewater disposal facilities is in this southeast comer oftbe lot, which is also the area where the home is being built. On April 13, 2009 we conducted soils tests in what appeared to be the most viable portion oft the remaining undeveloped area immediately north of the building pad and just west ora 50-foot wide public use easement that parallels the eastern lot boundary. The log for test hole #1 illustrates the soils that were encountered and percolation test results for two different percolation tests are reported on separate copies ofthe test hole log. As can be seen from the soils test information, there is a 2 ½ foot thick lens of sandy gravel in this location extending from immediately below the surficial peat and loam at 1.5 feet down to the top ora damp gravelly silt lens starting at a depth of 4 feet. The measured percolation rates for this sandy gravel lens were one or less minutes per inch. Although no groundwater was encountered at the time the test hole was excavated, subsequent monitoring conducted on several occasions during the spring breakup period established a seasonal high groundwater level at 3.8 feet below ground level. Surface water puddles were also observed on and adjacent to a filled area located 50 feet west of the test hole. Based on these test results and due to the extremely limited suitable area available, the only option is to install a Category III advanced treatment wastewater system (ATS). Using a somewhat conservative soil application rate of 4.0 gpd/square feet for the gravel stratum the required residual disposal area for a six-bedroom residence is (6 x 150)/4 = 225 square feet, which can be achieved with a 10-foot wide by 22.5 foot long soil absorption bed. Due to the limited available area and the desire to maximize the longevity of the system, we propose to construct the original and replacement systems at this time in the form ora I O-foot wide by 45-foot long soil absorption bed. To achieve the required 4-foot vertical separation from seasonal high groundwater we propose to excavate down to a depth of 2.0 feet on the uphill side of the bed to expose the top of the grovel stratum under the entire bed area. We will then place 2.2 + feet (as necessary) oflSF filter sand in the excavation to achieve a level sand surface 0.5 feet above original ground level and build the residual disposal field on top ofthat. We are also specifying that the contractor construct a curtain drain located 50+ feet west of the residual disposal bed that will eliminate all surface water within 100 feet of the system. The topography in the area of proposed construction slopes downwards towards the northwest at 15% until it meets the relatively flat filled area with scattered surface water puddles. Because this is an advanced treatment system I am requesting the property owner to come in to your office at 4700 Elmore Road 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: (I) Justin Green (2) Groundbreakers F!LLI=O AREA  I ,' ,' FILLED ~ : / I/ / AREA FI~ED ~ ~ 10' ," ,' T.H. ,' ' AR~ ,, , FILLED . - ' AREA .' INSTALL OR~:NCO PUMP DISCHARGE BASIN SEE SPECS 2.0 & 3.1 :ONSTRUCT 10' x 45' RESIDUAL DISPOSAL -- DRAINFIELD w. 2+' SAND & 0.5' GRAVEL UNDER DIST. PIPES · o'r . PO ER.E. . S (VACANT LO~ NW 114, NW 114, NE 114, SEC. 14, TIIN, R3W, S.M. S~E P~N ONLY SOPHIST CORNER ~ F~OP TECI ~ICAL SERVICES I1 NCH- ~ FE~ ARE NO SEP~CS ~THIN , e~ e~ ~ nn~ ~,~.. ANCIIORAG~ A~SKA ~516 [ R~ JULY, 2~ .~ ~=, ~ r~r. ,,=== ............... ~-" NO~: THIS IS NOT A SUR~ED P~T. CONTOUR INTERVAL a 4' ~L L~ONS SHO~ ARE APPROXI~TE. INSTALL 2000-GALLON STEEL ADVANTEX TANK SEE?PECS. 2.0 & 3.1 INSTALL TWO (2) AX-20 TRE~ TMENT PODS , PROPOSED ,, WELLS E ......................... 45 SAND & 0.5' WASHED GRAVEL UNDER DISTRIBUTION PIPES 1.25"PVC 1.2~D~. PVC OR HDPE DISCHARGE TO BED TWO (2) AX-20 TREATMENT PODS "ORENCO" PUMP BASIN INSTALl. CURTAIN DRAIN PER SPEC. 5."1 CROSS-SECTION "A - A" SCALE: 1" = 5' 1.25" DIA. SCHED. 40 PVC w 3/16" HOLES DRILLED IN BOTTOM @ 18" SPACING 4" 1:%3034 FROM HOUSE INSTALL3WO(2) ADVANTEXAX-20 TREATMENT PODS INSTALL ORENCO PUMP BASIN SEE SPEC. 3.1 PLAN VIEW SCALE 1" = 10' INSTALL 2000-GALLON ADVANTEX TREATMENT TANK SEE SPEC. 3.t FOR ANTI-FLOTATION MEASURES 1.25" DIA. SCHED 40 PVC LATERALS w. 3/16" HOLES IN BOTTOM @ 18" O.C. 3 MONITOR TUBE SOIL COVER DID INS. GVL. FILTER FA TANK 2.2'+ ISF FILTER SAND oRtGtN,~-. -- 15% sLOPE ....... WASTE LINE 3.8' B.G.t~ FROM 10' WIDE x 45' LONG HOUSE RESIDUAL DISPOSAL BED NW l/4, NW 1/4, NE !/4, SEC. 14, TI IN, R3W ADVANCED WASTEWATER DISP. SYSTEM PLAN AND CROSS-SECTION FLA'FFOPTECItNICALSERVICES [ SCALE: AS SI IOWN 14S30 ECl I0 CANYON ROAD / DRAWN BY: TFM ANCIIORAGE, AIC 99516 / REV. JULY, 2009 ITEST HOLE FLA'I'I'OP TECHNICAL SERVICES 14530 ECHO CANYON ROAD ANCHORAGE, ALASKA 99516 SOILS LOG - PERCOLATION TEST LEGAL DESCRIPTION: _NW_ll4,.NW_ll4,.NE_II4, Sec._14, ~.1 IN, R3W, S.M.__ DATE PERFORMED: ~oril 13,.2009 PERFORMED FOR: __Justin Green DEPTH (feet) 2 4 5 6 7 8 9 Pt. SM Reddish sandy loam GP/GM Gray sandy gravel Dry, some cobbles MI/GM Gravelly silt Dense, damp Some boulders SLOPE lo ! 12 -: 17- 18- 19- Pen: Test #1 ~ Depth to Groundwater . N-o-groundwater seen Water @ 4':- 5" _ .... Water.@ 3'-10"__ Water @ 4: ~ 0"_ _Wate[ @ COMMENTS: 1 / 20% ~ _4~27/09 ~LO~)E _5/8,~.___j I ~ ' ' ' _5/18~09/ I .- . 6/7./O9 -- Reading Cloc~ Net Time Percometer T'~ne (minutes) Reading -'Add ~ater ._12:23:05 ........ '-_' :-|:23 3/8 -- ..... #2 ..... 12:24:05 1 | 19 3/8 ~Add ~ater' -'12:24:30 .......... L'~-23 3/8 -- -'~2:25:30 ~ _-"_.~:f -_-_--' L--19 3/8 -- PERCOLATION RATE.__<<1 -- (minutes~'mc~) PERC HOLE DIAMETER TEST RUN BE3WEEN__2.7.5 __ FT AND ._3.25 FT Net Drop (inches) 6# 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: ~'/~4~' f~¢~ FLAI-I'OP TECHNICAL SERVICES SOILS LOG PERCO~TION TEST I DATE PERFORMEO: ~dl.13,.2009 PERFORMEO FOR: --- Josfin Green SM Reddish sandy loam GP/GM Gray sandy gravel Dry, some cobbles MI/GM Gravelly silt Dense, damp Some boulders Depth to Groundwater · No groundwater seen Water @ 4' r 5~_ Water @ 3'-10" Water @ 4'.- 0".__ _Water @ ~:2" DEPTH ~ (feet) 2 4 5 6 7 8 9 12 17 20" COMMENTS: SLOPE SITE PLAN I ,' P.T.1 ~ I/ · / ~ ,, 84/, ~ ,~eo~ ,' ~ ,' o~ /,'~ :r.~-7 ; \ I,' .~ / / t ..... ! I I" I.u ~ ......... ?--i J_. '-'- ' Date ' Cloc~ Net T, me Read~ng Time (minutes) L~H3'-]-{2" P~k .............. [____-l_'_--!2"_~P_msoak --.-~'--'-_ . J'-JJ_'L- L___J _Add water & start 1:00 P.M[ ' - i~ .1 #1 --i:05'- [ 5 ...... _~----['~.-A~'d w~t~F _~ ---1 05 25'_-.IL- i ..... ~_.___. J .... ~'2 ..... 1:10:25 ! 5 ..... [~ l-Addwater _ 1:11 -'] ......... ~__.~___#3_ -- --,:~6 [ .... 5 ........ Pescometer Net Drop Reading (inches) 27 3/8 · -'~-27 3/8 .... _.19 3/8__ 4 .._ 23 3/8 19 1/8 __4 ~1/4 .--_.~-23 3/8 _---' 19 4 3/8 I Perc Test #2 PERCOLATION RATE 1 __ (minutes/inch) PERC HOLE DIAUETER TEST RUN BETWEEN._2,5 __ FT AND __.3.0 .._ IrT This ~l~et pmv'_Me~ data_o.~_2 ~nd pem~test ~or~ucte~.- i_n_~cinity of T.H. #1 CERTIFY THAT THIS TEST WAS PERFORMED IN DATE: ~/~"/ ~"~ ADVANCED WASTEWATER TREATMENT SYSTEM MAINTENANCE AND REPAIR AGREEMENT MEMORANDUM OF UNDERSTANDING BETWEEN MUNICIPALITY OF ANCIIORAGE AND THIS MEMORANDUM OF UNDERSTANDING made and entered into as of this __ Day of of 20 , by and bet~veen , 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 Llnderstanding agree as follows: 1. ADVANCED WASTEWATER TREATMENT SYSTEMS. Municipality grants permission to O~vner to utilize and operate an Advanced Wastewater Treatment System (AWWTS), described as /0r-)l---0' *X_ h -I/e .~ located at .'?-'f/A/ /~ ~ [AY or ~-6-, //-/ //./~Ot ~, Anchorage, Alaska. 2. Definitions. A/ iL/Lic //./~' ~ A. Alteration. Any change to the design or function of an AWWTS that Includes the installation or removal ofany parts, components or pieces not included in the original 6onstruction 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 waste~vater disposal systems given at the time &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 ~vould 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 ~vhich ~vould 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 WastewaterTreatment System Operating Permit. An annual permit, issued by the Municipality, that allows the O~vner 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 ($ O.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 ofthe approval by the Municipality of installed system. 4. Term. The term ofthis Memorandum of Understanding shall be for the life ofthe AWWTS. The term begins on the date ofapproval by the Municipality ofthe 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 Eqnipment. Owner agrees not to make any alterations, removal of parts or additions to the AWWTS w~thout 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 ofthe 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: (l) repair(s), (2) maintenance, (3) adjustment(s), (4) replacement costs, and (5) inspection costs. Further, O~vner agrees to comply will all applicable ordinance, laws, regulations, rules and orders for the AWWTS. B. Owner agrees to provide the Municipality a ~vritten 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 ofthe permit. The schedule ofmaintenance and repair contained in the Owner's AWWTS Operating Permit is: ./t~. D ii_ IJ~. / 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. O~vner 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 ofthe 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 ofthe Owner's AWWTS. 7. Nonwaiver. 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 ~vas executed and such ~vriting 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: 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 l,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 ofth¢ State of Alaska shall govern the fights and obligations of the parties under this Memorandum of Understanding. 10. Severahilit¥. Any provisions of this Memorandum of Understanding &creed invalid by a court of competent jurisdiction shall not invalidate the remaining provisions STATE OF ALASKA MUNICIPAI.ITY: Title: ) THIRD JUDICIAL DISTRICT ) The ~f?regoing instrument was acknowledged before me tMsld day of 200 '~, by , the NOTARY PUBLIC 150R Al~Ag~-,,q L My Commission expires: ¢77/!o H~R-16-2009 TED MOORE, P.E. pH./I=AX: (907)345-1355 E-Mail; tgmoore~gcl.net 14:14 P.[~2 ,~.,'?:., ,:..~.. ~.': .?..~ . .. . _ I, ' ' '~'-"-~,--':~ '-, · '. .' "-~.'-~'~,~- '~'~ , -TOP-.TE ,Itl II (2AL. SER $. ' '~-'~,~"/'~.. *' ~;~g~;.. _ .. ....... ... ~.. ,'.~.., ........ ?.,2h:.~.~. ClVIL& E~RONME~AL ENGINEE~O ' ENERGY CONS~ABON & 145~ ECHO CANYON ROAD ANCHO~GE, AK 995t M=~h 16. 2009 Ron Thompson, Diiector Municipality of Anchorage Development Services Department 4700 Ebnore Road P.O. Box 19-6650 Anchorage, AK 99519 PI.F.,A jl; DO NOT REMOV De~ Mr. Thompson: I understand that Justin Green is in the process of appl)ing for a building permit to construct a residence on the NW sA, lqW ¼, NE ~, Section 14, TI 1 N, R3W, S.M., located adjacent tO Finland Street in South Anchorage. This property will need to be served by on-site water supply and wastewater disposal systems, however it is not f-~asible to complete the neces:~a'y soils analysis and septic design ~vork until spring breakup conditions can be observed. It is rccogui.:ed that there are some conccms in this general ama regarding shallow groundwater, soil percolation rates and proximity to surface ~ter that will need to be addressed. Given the large lot size (10.0 acres) and the option ofadvanccd waslewater treatment systems (ATS) for lots with poor soil conditions, I am reasonably confident that it will be possible to identify a suitable and sufficiently large area in the southwestern portion of the lot to allow the design of an original and a replaccment wastewater disposal system. Of course, no guarantee can be provided as to the soil suitability prior to completion of sobs testing work, so Mr. Green will necessarily be proceeding at his own risk. Thc fact that Mr. Green also owns the adjoining Lot 8, Block 2 of Potter Heights S/D, provides another potential site that could b~ used. Please give me a call at if you have any questions on the foregoing. Sincerely, ,,,,-/' ...~,.,...,<,e?~.~ Ted Moore, P.E. ~' . ...-, ,~[l[~, ~, . , t , '~ .. '22:~--'...*~