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Home My WebLink AboutPOTTER HIGHLANDS PH 1 BLK 1 LT 4Potter Highlands Ph 1 Block 1 Lot 4 #020-281-56 Municipality of Anchorage Community Development Department Page 1 of 3 Onsite Water & Wastewater Program 4700 Elmore St. • P.O. Box 196650 Anchorage, AK 99519-6650 • httpJ/www.muni.orglonsits • (907)343-7904 ON-SITE WASTEWATER INSPECTION REPORT Permit Number. OSP151111 PID Number: 020-281-56 0 New ❑ Upgrade New. SHAWN &MICHELE O'FALLON ABSORPTION FIELD ❑ Deep Trench ■ Shallow Trench ❑ Bed ❑ Mound Andress: 12641 LUPINE ROAD, ANCHORAGE, AK 99516 ❑ Other Phone: No. of Bedroom: 8W naaa: TOW ewe kacaakkwarka� (907) 250-0893 4 •4.0 nPEsk. R "6 FL LEGAL DESCRIPTION spa bMW kaelkamn Nba VaEa Sana! dMrkwaMh Phi SEE DWG. RL 0.5 R SubdWbbn: Block Lol: Fe.aaea r6vnanQ Qn Grant Watlr POTTER HIGHLANDS PHASE #1 1 4 SEE DWG. 30 R FL owns p: nge: ee,WWM: wOnu.raew: okWwkxwenwr: 5 R R SEPARATION DISTANCES 150 1 To Septic Absorpawi LIE Holding PuerdPrkw Fran Tank FNM Station Tank wear Lkea aaR FL wait too'+ 100'+ 100'+ 25'+ TANK ■ Septic ❑ S.T.E.P. ❑Holding ❑Other arwlh u INFILTRATOR TANK CSPWW. 1060 ce. Surface water 1004 1001+ IDT+ - Lot Lim 5'+ 104 51+ - NIA wwrx Naa.raooOpMem: PLASTIC X LIFT STATION Foundation 8+ 1&+ 51+ - Curtain Drain NONE KNOWN uNuamOar caaW INFILTRATOR TANK 540 e,. wear w.r.e 'Pw'Onam Nw.e epha+nnrnne Remarks: 'THIS IS A CAT III QUANICS AEROCELL SYSTEM TIMER TIMER 38' "2 FEET OF MOA SAND FILTER BELOW TOTAL DEPTH. F,onpMaoeaNOUe: PSE -41T akalca kapadbn mb WW. MUNICIPALITY OF ANCHORAGE PIPE MATERIAL D1785/ House to tank D3034 Tank to D2885 drainfield Installer SANDERS &SANDERS Drainfield D3034 CO/MT D3034 Inspector GEG, Ltd. BENCH MARK (Assumed elevation) 99.70 R Inspection fo°04 mc! °Ntl1p ` Dates: 1St 8/31/2015 2nd 813112015 3rd 8/31/2015 4th 2!1712016 TOP OF MANHOLE EMM BEAL Community Development Department Approval o�p6 ADop 4p SOFA Conditional approval: Date: � ....... .. . QO '•, ey Gar ess t � d Q :E 79 .•' mp 'P6.�?a 0 Approved: S tJeA^�� Date:? 1S 4p" rofessio �40poo�a B" REcceeLf PERMIT NUMBEK: 080151111 A B FCO 14.5 19.7 STI 18.7 19.8 ST2 24.1 22.0 MH 29.4 25.1 POD1 33.0 28.3 PGD2 35.2 29.8 JV 39.6 34.9 C01 42.5 38.6 MT1 45.1 42.5 CO2 71.7 66.5 RECORD DRAWING ( PARCEL ID NUMBER 020-281-56 \ \ NEW \ 4BEDROOM \ HOUSE NEW 1060 GALLON SINGLE COMPARTMENT INFILTRATOR SEPTIC TANK FOLLOWED BY 610 GALLON INFILTRATOR PUMP TANK WITH AEROCELL PUMPICONTROLS. (MOA CAT IS TREATMENT SYSTEM) - NEW 850 AEROCELL UNIT WITH DANDY VALVE BASIN (MOA CAT RESERVE SITE (5' BY SO•-150SO.FT.) y� r II 1 I I I I ( I I� I 1 I ! LJ n GARNESS ENGINEERING GROUP, Ltd CIVIL & ENVIRONMENTAL ENGINEERS PREPARED FOR: PHONE NUMBER SHAWN & MICHELE O'FALLON 250-0893 LEGAL DESCRIPTION: POTTER HIGHLANDS PHASE #1; BLOCK 1, LOT 4 TYPE OF WORK: � RECORD DRAWING PAGE NUMBER 20F3 DRAWN BY: J.L.M. DATE: 5/18/2016 20 1 1 / I / I I � I � I I � I I I I i I I I I ERMIT NUMBER: nSP151111 TOP @ INL INVEF INLET: PARCEL ID NUMBER: 020-281-56 IM -1060 GALLON SINGLE / COMPARTMENT INFILTRATOR TANK) s O�ad�r w m wM a) O w 2LL z0 Iola m� zJ r z °x wM 3� ga iJ c`o a ¢ a i� 'a a OB w w 01 zi W3 �1 Jm a WZR z9 wm 0 of Z� w Z - ~/ 0- Y L) �_ J w )m w U< U 2 a � g w CZ Z z w J Q w Po0U O 2 = ry � RLUp� ' wU 30 ad w� n 'ZO � �• .P0FESS\CI!"i RE cc go+ 06/22,2015 21:00 907-345-0202 ALPINE DRILLING Alpine Drilling & Enterprises Well Log PAGE 01/01 Permit Number: #SW 1511 I I Date of Issue, 7-21-15 Parcel Identification Number: 02028156000 Date Started: 10-13-15 Date Completed: 10-13-15 Is well located at approved permit location? x Yes ❑ No Legal Description: Potter Highlands Ph 1 Block 1 Lot 4 Property Owner Name & Address: 010on Michelle D & Shawn T Alaskan Homecrafters WATER QUALITY TESTING Colrtnrrn (\Le9— c011100mL Nitrates I. M rriglt. Arsenic N D ug/L Well Intake Opening Type: ❑ Open End x Open Hole ❑ Screened Start feet Stopped feet ❑ Perforations Start feet Stopped _. feet Grout Type: bentonit pules 'Voh: me: lbg Pump: Intake Depth feet Pump size hp Brand Name IIWell Disinfected Upon Completion? x Yes ❑ No ` Method of Disinfection: chlorine tablets Comments: Well Driller: Alpine Drilling & Enterprises PO Box 110496 Anchorage AK 99511 7497 Tyre Drive Anchorage, Alaska 99502 Borehole Data: Depth (£t) Method of Drilling x air rotary ❑ cable tool Soil Type, Thickness & Water Strata From To Casing type: steel Stick-up 0 1 Wall Thickness: ,250 inches Gravelly silt 2 29 Diameter: 6 inches Depth: 46 feet Liner Type _.29- -----33-_ --i- T)iameter: inches Depth: -_feet gravelly silt 33 43 Casing stickup above ground: 2 feet Static water level (Prom ground level): 87 feet bedrock 43 286 Pumping level: 286 feet after se 111,wr. ua . i 4 sin r p r,'. g _ gt Recovery Rate: 4 gpm Method of Testing: air Ii WATER QUALITY TESTING Colrtnrrn (\Le9— c011100mL Nitrates I. M rriglt. Arsenic N D ug/L Well Intake Opening Type: ❑ Open End x Open Hole ❑ Screened Start feet Stopped feet ❑ Perforations Start feet Stopped _. feet Grout Type: bentonit pules 'Voh: me: lbg Pump: Intake Depth feet Pump size hp Brand Name IIWell Disinfected Upon Completion? x Yes ❑ No ` Method of Disinfection: chlorine tablets Comments: Well Driller: Alpine Drilling & Enterprises PO Box 110496 Anchorage AK 99511 Pump IustaBation Date: 2/16/2016 Pump Intake Depth Below Top of Well Casing: 272 feet Pump Manufacturer's Name: Givndloe Pump !Model: 16$QE1533a Pump Size 1 1/2 hp Pitless Adapter Burial Depth! N/A feet Pitless Adapter Manufacturer's Name: NIA Pitless Adapter Installer: N/A Well Disinfected Upon Completion? W] Yes ❑ No Method of Disinfection: chlorine tablets Comments: Installer Name: Aarow PUMP & Well service, LLC P.O. Box 110496 Anchorage, AK 99511-0496 Attention: The pump installer shall provide a pump installation log to the DSD within 30 days of pump installation. ID Received Ti_me'� un, 'J 9. i 2016 4:53PM No,1374 J Development Services Department Building Safety Division On -Site Water Al Wastewater Program o *og '$`.'e 4700 Elmore Road P.O. Box 196650 " Mark Begich Anchorage, AK 99507 F" `7 Mayor www.muni.org/onsite - (907)343-7904 - - Pump Installation Log Well Drilling Permit Number: SW 151111 Date of Issue:: 7-21-15 Parcel Identification Number: 02028156000 Legal Description perty Owner Name &Address; Potter Highlands Ph 1 Block 1 Lot ellon Michelle D & Shawn T rAn 41 Lupine Bond - - horage, ak 99516 Pump IustaBation Date: 2/16/2016 Pump Intake Depth Below Top of Well Casing: 272 feet Pump Manufacturer's Name: Givndloe Pump !Model: 16$QE1533a Pump Size 1 1/2 hp Pitless Adapter Burial Depth! N/A feet Pitless Adapter Manufacturer's Name: NIA Pitless Adapter Installer: N/A Well Disinfected Upon Completion? W] Yes ❑ No Method of Disinfection: chlorine tablets Comments: Installer Name: Aarow PUMP & Well service, LLC P.O. Box 110496 Anchorage, AK 99511-0496 Attention: The pump installer shall provide a pump installation log to the DSD within 30 days of pump installation. ID Received Ti_me'� un, 'J 9. i 2016 4:53PM No,1374 J On -Site Water & Wastewater System Permit MUNICIPALITY OF ANCHORAGE Development Services Department On -Site Water & Wastewater Program 4700 Elmore Road, PO Box 196650 Anchorage, AK 99519-6650 Telephone: (907) 343-7904 Permit Number: OSP151111 Tax Code Number: 02028156000 Work Type: Welseptic Initial Permit Effective Dates: July 21, 2015 to July 20, 2016 Design Engineer: GARNESS ENGINEERING GROUP LTD Subdivision: POTTER HIGHLANDS PH 1 Site Legal Address: POTTER HIGHLANDS PH 1 BLK 1 LT 4 G:3638 Owner/Address: O'FALLON MICHELE D & SHAWN T 12641 LUPINE RD ANCHORAGE AK 995163224 Site Mailing Address: Lot Size in Sq Ft: 80106 Total Bedrooms: 4 This permit is for the construction of: Y Disposal Field Y Septic Tank 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. Received By: Issued By:bZ — (Z I- __ _ - Date: 2 �S MUNICIPALITY OF Community Development Department Development Services On -Site Water & Wastewater Program ANCHORAGE Mayor Dan Sullivan Phone: 907-343-7904 Fax: 907- 343-7997 On -Site Sewer/Well Permit Application For A Single Family Dwelling Parcel I.D. 020— Zgt- 6l* Property owner(s) ALASKA HOMECRAFTERS LLC Mailing address 7497 TYRE DRIVE, ANCHORAGE, AK, 99502 Day phone 9D7-349-2454 Site address NHN, GREECE DRIVE, ANCHORAGE, AK, 99516 Legal description (Sub'd, Block & Lot ) POTTER HIGHLANDS PHASE #1; BLOCK 1, LOT 4 Legal description (Township, Section & Range) Lot Size Sq.Ft. Number of Bedrooms 4 APPLICATION IS FOR: APPLICATION IS AN: TYPE OF DEWELLING: (®all that apply) Initial ® Single Family (SF) Absorption Field ® ❑ (w/wo ADU) Upgrade Septic Tank ® ❑ Duplex (D) ❑ Renewal Holding Tank ❑ Multiple Dwellings ❑ Privy ❑ (SF and/or D) Private Well Water Storage ❑ THIS APPLICATION INCLUDES A VARIANCE/ WAIVER REQUEST FOR: – Distance: – I certify that the above information is correct. I further certify that this is in accordance with applicable Municipal codes. GARNESS ENGINEERING GROUP, Ltd. (Signature of property owner or authorized agent) Permit/Rush Fees: Date of Payment: Date of Payment: Receipt Number: t 660(Ol G Receipt Number: Permit No. c5rn t 'St W I Waiver No. (Rev. 01/11) GARNESS ENGINEERING GROUP, Ltd ---- CIVIL& ENVIRONMENTAL ENGINEERS May 4, 2015 Municipality of Anchorage Development Service Department On -Site Water & Wastewater Program 4700 Elmore Road, Anchorage, Ak 99507 Ref: Septic Design for Potter Highlands S/D Phase #1; Block 1, Lot 4. To whom it may concern: The proposed 4 bedroom house is to be served by a private well and septic system. The platting notes for this subdivision require that all houses be served by advanced treatment systems. We are proposing to install a Category III Advantex treatment system consisting of a 1500 gallon S.T.E.P. tank, an Advantex AX -20 treatment pod, an Orenco pump vault (if necessary), and a shallow drainfield. Design comments are summarized as follows. 1. SOILS: See the attached Louis A. Butera, P.E. soil log for soils profile, percolation test results and groundwater readings. GEG, Ltd. checked the testhole on 4/1/2015 and it was found to be dry to a depth of 15 feet. Design specs are based upon the highest listed groundwater reading (10/9/2013) by Steve Eng, P.E. 2. DRAINFIELD DESIGN: See attached design drawing for drainfield specifications. 3. SURFACE WATERS: There are no surface waters within 100 feet of the proposed septic system. 4. TOPOGRAPHY: The average topography near the drainfield is between 20-25%. There is a drainage swale installed along the west property line that has slopes of approximately 25%. We do not consider this to be a cutbank or problematic for the proposed drainfield. The Swale has erosion control fabric and aggregate installed and is heavily vegetated. Pictures are attached, showing the slopes and drainage improvements. In short, there are no slope concerns. 5. DRIVEWAY AND HOUSE LOCATION: The drainfield must be installed prior to installation of driveway and foundation. Driveway and foundation locations must be adjusted, if necessary, to accommodate septic location. I am unaware of any adverse impacts this installation would have on adjacent wells or septic systems. If you have any questions, please contact meat 337-6179. Thank you for your assistance. Sincerely, President Garness, P.E., M.S. 3701 East Tudor Road, Suite 101 * Anchorage, Alaska 99507-1259 Phone: (907) 337-6179 * Fax: (907) 338-3246 * Website: www.gamessengineering.com I I POTTER HIGHLANDS SID PHASE 1; BLOCK 1, LOT I I I I I I I t ASE 1; BLOCK 1, LOT3 POTTER HIGHLANDS SID PH \ tt--� \ i � p!' \\ 1O; 1 1 � \ � 5 0 \ l l 1 , 1 PROPOSED SEPTIC SYSTEM (SEE DESIGN, SEE PAGE 2OF4 1 / POTTER HIGHLANDS SID / \ PHASE 1; BLOCK 1, LOTS / / 9 / PROPOSED HOUSE 11 � 1 / n POSED SEPTPROIC SYSTEM PROPOSED j � HOUSEAND/ ORNEWAY / I / / NOTE: NEIGHBORING I / I HOUSE, WELL AND SEPTIC / LOCATIONS ARE BASED / UPON 2014 PANNONE j ENGINEERING SERVICES I / DESIGNS AND PERMITS I / I / I / I / I / I j I/ V / VIEWPOINTSOUTH; TRACT A-5 GARNESS ENGINEERING GROUP, Ltd CIVIL & ENVIRONMENTAL ENGINEERS :PARED FOR: ALASKA HOMECRAFTERS LLC I PHONE NUMBER: 907-349-2454 PAGE NUMBER: 1 OF 4 r DRAWN BY: POTTER HIGHLANDS S/D PHASE 1; BLOCK 1, LOT 4 J.L.M. E OF WORK: DATE: REV SITE PLAN FOR PROPOSED WELL AND SEPTIC SYSTEM 7/141 1 / POTTER HIGHLANDS SID / \ PHASE 1; BLOCK 1, LOTS / / 9 / PROPOSED HOUSE 11 � 1 / n POSED SEPTPROIC SYSTEM PROPOSED j � HOUSEAND/ ORNEWAY / I / / NOTE: NEIGHBORING I / I HOUSE, WELL AND SEPTIC / LOCATIONS ARE BASED / UPON 2014 PANNONE j ENGINEERING SERVICES I / DESIGNS AND PERMITS I / I / I / I / I / I j I/ V / VIEWPOINTSOUTH; TRACT A-5 GARNESS ENGINEERING GROUP, Ltd CIVIL & ENVIRONMENTAL ENGINEERS :PARED FOR: ALASKA HOMECRAFTERS LLC I PHONE NUMBER: 907-349-2454 PAGE NUMBER: 1 OF 4 SAL DESCRIPTION: DRAWN BY: POTTER HIGHLANDS S/D PHASE 1; BLOCK 1, LOT 4 J.L.M. E OF WORK: DATE: REV SITE PLAN FOR PROPOSED WELL AND SEPTIC SYSTEM 7/141 OF 13EDROOMS:4 PER DAY (GPD): 600 ,TION RATEIS: <1 MIN./INCH ILE APPLICATION RATE: `6.0 GPD/FT' :D APPLICATION RATE: `4.0 GPD/FT' DRAINFIELD SOFT.: 150 BY III ADVANCED TREATMENT UM DEPTH OF EXCAVATION:8 FEET : 5 FEET H: 30 FEET APPROVED SAND FILTER: 2 FEET TIVE: 0.5 FEET 'TION FACTOR: NIA L SOFT; 200 GEG, Ltd. HAS AN 8 PAGE SPECIFICATION LETTER THAT PERTAINS TO THIS DESIGN. TO OBTAIN A COPY OF THE LETTER CONTACT GEG. BY PROCEEDING FORWARD WITH THIS INSTALLATION, THE ENGINEER, WELL DRILLER, CONTRACTOR AND PROPERTY OWNERAGREE THAT THEY HAVE READ THESE SPECIFICATIONS AND AGREE TO ACCEPT THE TERMS AND CONDITIONS OUTLINED. NOTE: THE CONTRACTOR SHALL HAVE THE EAST & WEST LOT LINES, AND ALL WELL RADII FLAGGED BY A REGISTERED LAND SURVEYOR PRIOR TO CONSTRUCTION. l0 9f PROPOSED 1060 GALLON SINGLE \ \ COMPARTMENT INFILTRATOR SEPTIC TANK FOLLOWED BY 540 GALLON INFILTRATOR PUMP TANK WITH AEROCELL PUMP/CONTROLS. (MOA CAT III TREATMENT SYSTEM) PROPOSED 650 AEROCELL UNIT SIN (MOA AT LVE III BASIN (MOA CAT III J/ TREATMENT SYSTEM) PROPOSED GRAINFIELD / (SEE DESIGN CRITERIA) J d PROPOSED4 BEDROOM HOUSE (SEE GASTALDI PLOT PLAN) j' RESERVE SITE (5'BY 30'-150 SQ.FT.) AT CO GARNESS ENGINEERING GROUP, Ltd CIVIL & ENVIRONMENTAL ENGINEERS PREPARED FOR: PHONE NUMBER: PAGE NUMBER: ALASKA HOMECRAFTERS 907-349-2454 2 OF 4 LEGAL DESCRIPTION: DRAWN BY: POTTER HIGHLANDS S/D PHASE #1; BLOCK 1, LOT 4 J.L.M. TYPE OF WORK: DATE: REV DESIGN OF PROPOSED SEPTIC SYSTEM 7/20 DESIGN CRITERIA: NUMBER OF BEDROOMS:4 GALLONS PER DAY (GPD): BW PERCOLATION RATEIS: <7 MIN.ANCH ALLOWABLE PROPOSED, MINIMUM DR 'CATEGORY DRAINFIE MAXIMUM OF WIDTH: 5 FE LENGTH: 38 M.O.A. APPR� EFFECTIVE: REDUCTION ACTUAL SO.1 GARNESS ENGINEERING GROUP, Ltd :':.....4. ? '0 CIVIL & ENVIRONMENTAL ENGINEERS i 3701 E. T1.90RROPQ SMITE 101'AWHOR .AK9NO7'PFpN (M)33781T9'FPXIB%)338.2 'W BSITE:Wm m0 monM&<m •• • •••••••••• • ••.•• •• ' PREPARED FOR: ALASKA HOMECRAFTERS PHONE NUMBER: 907-349-2454 PAGE NUMBER: 4 OF 4 ff y Ga nes 4�r: �j�'i c -7 �.�%`'• �1♦9F0 . f �`��p-\\`P� �� _"••• LEGAL DESCRIPTION: POTTER HIGHLANDS S/D PHASE #1; BLOCK 1, LOT DRAWN BY: J.L.M. TYPE OF WORK: DATE: REVISEDf1,il , CROSS SECTION DETAIL OF PROPOSED DRAINFIELD 7/14/2015 `i mO c r y / p A r Mr M O D � n m r O O X m D <O C m r r m r f<T1 A m C m o o m ➢ 0 O { y m r0 D r D ➢ 0 A Z y m c N O D m 0 Z m z 7J O n n Z ZM Imo:. m N D m m c m o Dn p::jAy Z=O=DO!' g x➢mn ZmDZrmD'i D 1nN{oot A{ O n 2 C z „r,=onM D ;d Z y p y= O o = m D F<mP- ZFIr' -U O r ➢ �oI-ADD �z_nz MEWN0� 2!>n O0 zx z Dm�Z Z7 { P r= I ngwmwapN rn O m 3 y>ZmZ9NZ qzx=wmcv>i .mcmw1N- m=y mn5oam 4x GzmWWN y y n n y a' m 2m moAmmr mD mrm0>oy 9 pn c=iM504M N3 y�.zmm �O mZc W rm >a9 Z W Nw N.mmr>9 cm �00 m N � n y r N r mZ yrmcz" m > 42 ZZ mZm A> F MG) amr wN9 a acv CrW '> GI Oa = A a O Z j c ozZ m - D r C N cyp D = N O N o A O Zp O > O X=z 00 A N m O r GARNESS ENGINEERING GROUP, Ltd `.•,',��I�� LEGAL DESCRIPTION: "'�p�i♦ POTTER HIGHLANDS S/D PHASE 1; BLOCK 1, LOT 4 ��♦ TMPE OF WORK PROFILE OF CAT. III AEROCELL SYSTEM USING INFILTRATOR TANKS OczCal•AmC•3•z Z (Air.0 -nmo Cr -9 9I= O m m a a D 0 050-3, m a m C A F O CZ.a.IZZ� Omi Srcri O 3 A 1 a > 0mryASmmZi-alr10 -DIZ m-10mc m c m ym.OU mmz qmwu-0zz -1 p �mm*zrOIO<ySym n a Z a M r Z i m F O i y S i Z o i r m O N i III 9I III mmpcmxm-mommm m. A i IWII i m Z m iZ ZZ C) --rmn.q Omnxn �j 5 O n n A m00-40-1 a-" FImm- c rFm<m Z -Imam= mm—Im m Wr' nzzc COX -I> ON AiA mid SiZ*Ea9Ti >AD -1- q Smm TS i ZCn0rU) yiD immm1° NW�m a y 0 o m. > >xx yry ry w-1� 00= SOA M N o_a —m m 000 3 Z m cp^fi r YI ch C co 3:1m %400 z ca 03 A C a z n a m O 0 r r PREPARED FOR: ALASKA HOMECRAFTER LLC PHONE NUMBER: 907-349-2454 PAGE NUMBER: 3 OF 4 DRAWN BY: J.L.M. DATE ISED - 7/14/2015 c r p A n m r O O X m Z m m m m r C z O O m n ➢ E <Z y n ➢D mC r r r D A m 0- Z ZM 0 y A m O D ODm- m I pz z In c C m � c r Azm-0m o D Z p A A .A- 0000 NpW n0 J2OOA A Ln D z � D / p n N D z0 ~O A Z O C r n o U A ( O o x< C N N Dzmn mem? rC O N mrnn OS=tiA m R -no DDN- nF, m� r N C _I z nz zM O- NN r 0 ME mm omo c Z n C n C' m n y nD� _� o\ o o m m r tim�0 AVN n m0 m-0 om S O r n p m O om M Z m mp N N x c A O A 000 m N N r 1 M 0 �o F � OZA n ` XCm { vo - yN Inz� no m M m m z M h IQ N m A r o A O y n O C D � 0 O Z r r Z m Z m N O N n S D A cI m r Z Z <O n X�m -u0 MOS mz� N no M m m Z p o Z Z O n A ° o0 Az M m A z A O o m m m N D c MO N C <� x z MA _ Z m mo M zm O N>< o D Z Z N < m v G)O m 0 -` � o A I ngwmwapN rn O m 3 y>ZmZ9NZ qzx=wmcv>i .mcmw1N- m=y mn5oam 4x GzmWWN y y n n y a' m 2m moAmmr mD mrm0>oy 9 pn c=iM504M N3 y�.zmm �O mZc W rm >a9 Z W Nw N.mmr>9 cm �00 m N � n y r N r mZ yrmcz" m > 42 ZZ mZm A> F MG) amr wN9 a acv CrW '> GI Oa = A a O Z j c ozZ m - D r C N cyp D = N O N o A O Zp O > O X=z 00 A N m O r GARNESS ENGINEERING GROUP, Ltd `.•,',��I�� LEGAL DESCRIPTION: "'�p�i♦ POTTER HIGHLANDS S/D PHASE 1; BLOCK 1, LOT 4 ��♦ TMPE OF WORK PROFILE OF CAT. III AEROCELL SYSTEM USING INFILTRATOR TANKS OczCal•AmC•3•z Z (Air.0 -nmo Cr -9 9I= O m m a a D 0 050-3, m a m C A F O CZ.a.IZZ� Omi Srcri O 3 A 1 a > 0mryASmmZi-alr10 -DIZ m-10mc m c m ym.OU mmz qmwu-0zz -1 p �mm*zrOIO<ySym n a Z a M r Z i m F O i y S i Z o i r m O N i III 9I III mmpcmxm-mommm m. A i IWII i m Z m iZ ZZ C) --rmn.q Omnxn �j 5 O n n A m00-40-1 a-" FImm- c rFm<m Z -Imam= mm—Im m Wr' nzzc COX -I> ON AiA mid SiZ*Ea9Ti >AD -1- q Smm TS i ZCn0rU) yiD immm1° NW�m a y 0 o m. > >xx yry ry w-1� 00= SOA M N o_a —m m 000 3 Z m cp^fi r YI ch C co 3:1m %400 z ca 03 A C a z n a m O 0 r r PREPARED FOR: ALASKA HOMECRAFTER LLC PHONE NUMBER: 907-349-2454 PAGE NUMBER: 3 OF 4 DRAWN BY: J.L.M. DATE ISED - 7/14/2015 GARNESS ENGINEERING GROUP, Ltd CIVIL & ENVIRONMENTAL ENGINEERS 3701E. TUDDRROAD, SUITE IDI'ANGHOMGE,MNSM-PHONE(907)337A179-F (M7)3MJ248-W SITE: w.W.•.ONTe+ BH=�HB�T LEGAL DESCRIPTION: PERFORMED FOR: _ POTTER HIGHLANDS SID PHASE 1: BLOCK 1. LOT 4 ALASKA HOMECRAFTERS LLC TEST HOLE #1 SOIL CLASSIFICATIONS DATE .... IIIIIIIII GP WITH 6 IIII"II%//% DRY SOMELENSES 6" %% 2 MEN 111111111 MORO 9 ;j,,, M THROUGHOUT • !�'�� " �. t. ?i' 0" 12 5 6" 6 14 0" 6" 7 15 6" 16 B.O.H. <2 0" 17 9 18 10 TEST HOLE #1 SOIL CLASSIFICATIONS DEPTH TO GROUNDWATER DATE .... IIIIIIIII •. DRY IIII"II%//% DRY 7/14/2015 6" %% 2 MEN 111111111 MORO • 1 M 111111- • !�'�� " �. - <2 DEPTH TO GROUNDWATER DATE DRY 717/2015 DRY 7/8/2015 DRY 7/14/2015 6" ' 7/7/2015 1" = 100 DATE READING CLOCK TIME NET TIME (MINUTES) WATER LEVEL READING NET DROP (INCHES) 7/8/2015 1 6" ' 2 - <2 0" 61, 3 6" " 4 - <2 0" 6" 5 6" 6 <2 0" 6" 7 6" 8 <2 0" 61. 9 6" 10 <2 0" 6" 11 6" " 12 <2 O" 6" 19 PERCOLATION RATE <1 (MIN./INCH) PERC. HOLE DIA. 6 (INCHES) TEST RUN BETWEEN 5.5 FT. AND 6.0 FT. 20 A FOUR HOUR PRESOAK WAS PERFORMED: ❑ YES ONO SOILS LOGGED BY: JODYMAUS PERCOLATION TEST PERFORMED BY: JODYMAUS COMMENTS: PERCOLATION READINGS ARE WITHIN 1/16 OF INCH. PERFORMED BY GEG, Ltd. I, JEFFREY A. GARNESS, CERTIFY THAT THIS WASP ORM .DIN ACCORDANCE WITH ALL STATE AND MUNICIPAL GUIDELINES IN EFFECT ON THIS DATE: % 0 O i �,..a�a..a ..,. _ Municip of Anchorage �' ••, DEPARTMENT OF HEALTH 6 HUMAN SERVICES 3�—•• 825 "L" Street, Anchorage, Alaska 99502-0650 -_17 > Louis A.Butera ggs • CE 6736 SOILS LOG - PERCOLATION TEST � �♦(�qa ,r c�� - iii ��ateG4fM�a•,r^�5� .. M:A„4.4L��• .R FORMED FOR: DATE PERFORMED:_ _(�:e -GAL DESCRIPTION: Township, Range, Secti0n: nl —"-1Z 1 SLOPE SITE PLAN L 4 C 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 6M zT�rsc >a2N Scrry .Sr�cv/ LoRn/ i/e2 WAS GROUND WATER ENCOUNTERED? /✓lb IF YES, AT WHAT OEP 7 C �.. Depth to Wrier Atter Monitoring] —PRY ove: Reading Date Gross Time Net Time Depth to Wates Net Drop C K PERCOLATION RATE (mmulmmchl PERC HOLE DIAMETER 1_ TEST RUN BETWEEN FTAND r FT JMMENTS 9RFORMED BY; CERTIFY THAT THIS TEST WAS PERFOAMED IN :CCRDANCE WITH ALLSTATE ANO .MUNICIPAL GUIDELINES IN EFFECT ON THIS DATE- DATE: ADVANCED WASTEWATER TREATMENT SYSTEM MAINTENANCE AND REPAIR AGREEMENT BETWEEN MIINICIPALITY OF ANCHORAGE Klzrl THIS MAINTENANCE AND REPAIR AGREEMENT made and entered into as of this Day of (t of 2,Q f_j 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 Maintenance and Repair Agreement agree as follows: 1. Advanced Wastewater Treatment Systems. Municipality grants permission to Owner to utilize and operate an Advanced Wastewater Treatment System (AW WTS), described as located at (legal description). 2. Definitions. Alteration. Any change to the design or function of an AW WTS that includes the installation or removal of any parts, components or pieces not included in the original construction permit and design. Certificate of On -Site Systems Approval (COSA). 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 Anchorage Municipal Code (hereinafter, "AMC") 15.65. These approvals certify that service and maintenance provider approved by the municipality and the manufacturer of the AWWTS for the entire term of the AWWTS. In addition, it shall be the responsibility of the Owner during the term of this Maintenance and Repair Agreement, and any 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. B. Owner agrees to comply with all applicable ordinance, laws, regulations, rules and orders for the AWWTS. C. Upon request by the Municipality, the owner agrees to provide the Municipality a written schedule of routine maintenance and repairs which have been performed on the system. When a record of maintenance is documented and maintained by the system vendor, the owner agrees to allow the Municipality access to this information. D. Owner acknowledges that the fine for failing to maintain and repair an AWWTS may be assessed in accordance with AMC 14.60 for improper discharge. E. Owner agrees that only maintenance and repair personnel approved by the Municipality will inspect and make any necessary maintenance, repairs or permitted alterations to the system. F. Owner agrees to grant the Municipality reasonable access to test and inspect the AWWTS upon 24 hours written notice. G. Owner agrees that any sale or transfer of title of the property will not occur without a new Certificate of On -Site Systems Approval. S. Jurisdiction: Choice of Law. Any civil action arising from this Maintenance and Repair Agreement 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 Maintenance and Repair Agreement. 9. Severability. Any provisions of this Maintenance and Repair Agreement decreed invalid by a court of competent jurisdiction shall not invalidate the remaining provisions of the Maintenance and Repair Agreement. OWNER: By: 1Iature) Date: S �U ,xn uj. \ d c (c(I 19L (print name) STATE OF ALASKA ) ss. THIRD JUDICIAL DISTRICT ) The foregoing instrument was acknowledged before me this day of�CG 2016, by O -W n O' F qct CIA 0\1111111111/ .. KLU G NO4MMLIC FOR ALASKA = ' NOTARI( My n expire�� l�� t. cl * ;PUBLIC MUNICIPALITY: By: i (signature) Deb Woe cn Suss (print name) Date: -71Z & Title: C Municipality of Anchorage On -Site Water & Wastewater Program (907)343-7904 CERTIFICATE OF ON-SITE SYSTEMS APPROVAL Parcel I.D. 020-281-56 Expiration Date: t V 1. GENERAL INFORMATION Complete legal description POTTER HIGHLANDS PHASE 1: BLOCK 1, LOT Location (site address) Current Property owner(s) Mailing address Real Estate Agent GREECE DRIVE, ANCHORAGE, AK 99516 SHAWN & MICHELE OTALLON Day phone 250-0893 12641 LUPINE ROAD, ANCHORAGE, AK 99516 2. TYPE OF DWELLING: ® Single Family (w/wo ADU) ❑ Duplex ❑ Multiple Dwellings (Single Family and/or Duplex) 3. NUMBER OF BEDROOMS: 4 4. TYPE OF WATER SUPPLY: Day phone 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 ❑ waiverNariance request for. N/A i A Distance: Received by: z Date: L14,11,46 COSA to be released to the engi er, nless otherwise requested by the engineer. COSA Fee $ 7 F® / / Date of Payment Lo'/ M!�! Receipt Number COSA# (OS�C/6/Z-69' Waiver Fee $ Date of Payment Receipt Number Waiver # 5. STATEMENT OF INSPECTION BY ENGINEER As certified by my seal affixed hereto and as of the validation date shown below, I verify that my investigation, based on procedures outlined in the Certificate of On -Site Systems Approval Guidelines for this application, shows that the on-site water supply and/or wastewater disposal system is (are) safe, functional and adequate for the number of bedrooms and type of structure indicated herein. I further verify that based on the information obtained from the Municipality of Anchorage files and from my investigation and inspection, the on-site water supply and/or wastewater disposal system is(are) in compliance with all applicable Municipal and State codes, ordinances, and regulations in effect at the time of installation. Name of Firm GARNESS ENGINEERING GROUP, Ltd. Address 3701 E. TUDOR ROAD, SUITE 101 -ANCHORAGE, AK, 99507 Engineer's Printed Name Engineer's Comments: JEFFREY A. GARNESS, P.E. In conducting this evaluation, GEG provided an engineering evaluation of the well and/or septic system in accordance with the guidelines and regulations established by the Municipaliify ofAnchorage and industrypractfces. The reported results describe the condition of the systemis on the deters of the evaluation. separation distances were measured to madilykienifbable features. Hidden defects or encroachments may exist that were not identified during the evaluation. The operational fits of alf wells and septic systems depend o i a variety of variables including, but not limited to, swl conditions, groundwater levels (that may fluctuate during the year), quality ofoonstmctfon (materials and workmanship), and the water usage of the lamily utilizing the sysfemis. These conditions can vary, and are outside the conho(of GEG. Safisfactorylesf results do not guarantee future performance of the sysfemrs; therefore. GEG makes no warranty (express or implied) regarding the folum performance of the wolf or septic system. GEG makes no representation whether an alternative wetlorseptic system can be installed on the property in the a vent either of the current systems fail. The content of this report is for the sole benefit of the personiparty who retained GEG. Reliance upon the information provided in this report by any otherperson orpady, including but not limited to subsequentproperty purchasers, isnot authorized. In short, GEG disavows any legal duty to anyone other than the persoNpady who paid for this report. 6.DSD SIGNATURE M )6— System #1 Approved for V bedrooms. Phone 337-6179 Date %lZa(tro Ae CC 68L� System #2 Approved for bedrooms. Disapproved. Q�L1TY 0r'A ^ Conditional approval for bedrooms, with the following stipula: s: ON-SITE tVP,TERh n. p IArn -- �i i�l rr, PROD Original Certificate Date: — The Municipality or Anchorage Develop,emt Services Division (DSD) issues Certificates of On -Site Systems Approval (COSA) based only upon the represenatations given in paragraph 5 by an independent professional civil engineer registered in the State of Alaska. The Municipality of Anchorage is not responsible for errors or omissions in the professional engineer's work. r,A_SfCfl:luLQW3 COSA Checklist _ Nitrate Advisory Septic System Advisory Arsenic Advisory Well Flow Advisory Other rR,,,, inf»mi If more than 1 septic system Is on the lot: COSA Checklist # _of_ Structure served by this system Certificate of On -Site Systems Approval Checklist Legal Description: POTTER HIGHLANDS PHASE #1; BLOCK 1, LOT 4 Parcel ID: 020-281-56 A. WELL DATA Well type PRIVATE If A, B, or C provide PWSID# N/A Well Log (Y/N) YES Date completed 10/13/2015 Sanitary seal (Y/N) YES Wires properly protected (YIN) YES Total depth 286 ft. Cased to 46 ft. Casing height (above ground) 18+ in. FROM WELL LOG AT INSPECTION Date of test 10/13/2015 Static water level 87 ft. ft.— --- — - Well production 4 g.p.m. g.p.m. WATER SAMPLE RESULTS: Coliform 0 colonies/100 mi. Nitrate 1.21 mg./L. Collected by: GEG, Ltd. Arsenic: ND ug./L. Date of sample: 5/18/2016 B. SEPTIC/HOLDING TANK DATA Tank Type/Material PLASTIC (INFILTRATOFO Tank size 1060/540 gal. Number of Compartments 1/1 Foundation cleanout (Y/N) YES Date of pumping NEW Depression over tank (Y/N) NO Pumper C. ABSORPTION FIELD DATA VBELOW EXISTING GRADE Date installed 8!31/15-2117/16 Soil rating .p.d./rftlbdrm)'•4.0 Length 30 ft. Width 5 ft. Date installed 8/31/2015 Cleanouts (Y/N) YES High water alarm (Y/N) YES System type SHALLOW TRENCH Gravel below pipe 0.5 ft, Total depth 8.15-8.65 ft. Eff. absorption area 150 fe Monitoring tube YES Depression over field NO . Date of adequacy test NEW Results (Pass/Fail) For 4 bedrooms Fluid depth ih absorption field before test in. Water added =gal. New depth _in. Elapsed Time: — min. Final fluid depth = in. Absorption rate >= g.p.d. Any rejuvenation treatment (past 12 mo.) (Y/N & type) NONE KNOWN If yes, give date - "THIS IS A CAT III AEROCELL TREATMENT SYSTEM D. LIFT STATION Date installed 8131/15-2/17/15 Size in gallons 540 Manhole/Access (YM) YES "Pump on" level atTIMER in. "Pump ofP level at TIMER n. High water alarm level at 36 In. Datum BOTTOM OF TANK Cycles test NEW Meets alarm 84 circuit Fequirements E. SEPARATION DISTANCES SEPARATION DISTANCES FROM WELL ON LOT TO: Septic tank/lift station on lot lar+ On adjacent lots 100'+ Absorption field on lot lar+ On adjacent lots 100'+ Public sewer main Sewer /septic service line 25'+ Animal containment areas 50'+ Public sewer manhole/cleanout 108+ Holding tank Manure/animal excrete storage areas 100'+ SEPARATION DISTANCES FROM SEPTIC/HOLDING TANK ON LOT TO: Building foundation 5'+ Property line 5'+ Absorption field 5'+ Water main 1a+ Wells on adjacent lots 100'+ Water service line lo'+ Surface water 105'+ SEPARATION DISTANCE FROM ABSORPTION FIELD ON LOT TO: Properly line 10'+ Building foundation 10'+ Water main 10'+ Water service line 101+ Surface water 100'+ Driveway, parking/vehide storage 10'+ Curtain drain NONE KNOWN Wells on adjacent lots 100'+ F. COMMENTS G. ENGINEER'S CERTIFICATION I certify that I have determined through field inspections and review of Municipal records that the above systems are in conformance with MOA COSH guldel/nes in effect on this date. Engineer's P;6W Na JEFFREY A. GARNESS Date (Rev. 10112/12) A &cc 8by' 1R PLAT NO. 2013-113 POTTER HIGHLANDS SUBD., PHASE 1 LOT 4, BLOCK 1 1.839 ACRES FCf GASTALDI LAND SURVEYING, LLC JEFF A. GASTALDI, R.L.S. 2000 C DOWUNG RD., SUITE 8 ANCHORAGE, ALASKA 99507 PHONE 248-5454 GRID DATE SW3638 5/16/2016 F.B. JOB N0, 16-01 PHS141 T. do E. ESMT. BUILDING DETAIL SCALE: 1 "=20' I HEREBY CERTIFY THAT I HAVE SURVEYED THE 'PROPERTY DEPICTED ABOVE AND THAT NO ENCROACHMENTS EXIST EXCEPT AS INDICATED. IT IS THE RESPONSIBILITY OF THE OWNER TO DETERMINE THE EXISTENCE OF ANY EASEMEM% COVENANTS OR RESTRICTIONS WHICH DO NOT APPEAR ON THE RECORDED SUBDIVISION PLAT. UNDER NO CIRCUMSTANCES SHOULD ANY DATA HEREON BE USED FOR CONSTRUCTION OR FOR ESTABLISHING BOUNDARY OR FENCE LINES. ANCHORAGE RECORDING DISTRICT, ALASKA NOTE: NO CORNERS SET THIS DATE V ' OFq`4 ��;�......., < A4S . co 491!H .,.......,� leffeq A. Gostaldi • LS— 9 ;+�� 'gyp ""•L: i.4"�•"