HomeMy WebLinkAboutTHE LANDINGS BLK 1 LT 5The Landings Block 1 Lot 5 #020-061-12 Municipality of Anchorage Community Development Department Page 1 of 3 Onsite Water & Wastewater Program 4700 Elmore St. a P.O. Box 196650 Anchorage, AK 99519-6650 a http:/Avww.muni.org/onsite a (907)343-7904 ON-SITE WASTEWATER INSPECTION REPORT Permit Number: OSP151131 PID Number: 020-061-12 ❑ New ®Upgrade Name: ANTHONY KNAPP ABSORPTION FIELD ❑ Deep Trench ❑ Shallow Trench ❑ Bed ❑ Mound Address: 16101 WINDJAMMER CIRCLE *ANCHORAGE ❑ Other Phone: No. of Bedrooms: Sell Rating: Total Depth from rkind grade: (907) 980-9677 4 GPD/sq. Ft. F LEGAL DESCRIPTION Depth to pipe invert from original grade: Gravel dept M1 beneatM1 ' Ft. Subdivision: Block: Lot: Fit vaned above aiglrwl grade: dove ngeh: THE LANDINGS 1 5 C� Ft. owns1p: _ onge: — ec lon: _ Gravel wWlh:Sees F. Number of lines. Distance between line.: R. SEPARATIONDISTANCES Tafil abear5 rou: umber of trenches: Dist. between tnnchei: To Septic Absorption Lft Holding Public/Private From Tank Feld Station Tank Sewer Lines SQ. Ft. Ft. Well — 25'+ TANK ❑Septic ❑S.T.E.P. CHolding ❑Other Manufacturer. Copacily: Surface Water �� h= �_ — 1NG cal. Lot Line <(/} (y} (V} — N/A Malarial: Number of aompartments: Foundation — LIFT STATION Manufacturer. C.P.dty: Curtain Drain NONE KNOWN Gal. Remarks: NEW QUANICS 650 AEROCELE AmP ori level at: lump oR' leve eG X55��� Hi mann a: POD INSTALLED, JANDY VALVE BASIN, AND QUANICS CONTROL PANEL. NEW COMPONENTS Pump Make h Model- cm Inepeciana performed by: ARE 100'+ FROM ALL WELLS AND SURFACE WATER PIPE MATERIAL House to tank EXISTING Tank to D3034 drainfield Installer A+ HOME SERVICES Drainfield EXISTING CO/MT EXISTING Inspector GEG, Ltd. BENCH MARK (Assumed elevation) N/A Ft. Inspection wcahan and Deeaipticn: Dates: 1st 6/19/2015 2nd 3rd 4th N/A Community Development Department Approval 00600 o� OF Conditional approval: Date: a P. V/20� 49 0� ...................... 0 D O QQ If A. Go ess.- � 9. CE— o04fe�e'' Op Approved: Date: aPro fesstoao;c 0 4�00006�a Inspectim Report PERMIT NUMBER: PARCEL ID NUMBER: OSP151131 AS -BUILT DRAWING 020-061-12 100' WELL RADIUS / ALL SEPTIC COMPONENTS WERE EXISTING EXCEPT FOR THE NEW QUANICS AEROCELL POD AND JANDY VALVE BASIN, >XC AND QUANICS CONTROL PANEL (INSTALLED 10 6/20/2015) 1 \EXISTING I.D.G.F. \/ / \ EXISTING 4 FOR FUTURE \ BEDROOM USE �� \ HOUSE / \ ',P .:/� I EXISTING S.T.E.P. TANK THE LANDINGS; BLPCK 1, LOT 6 E STI G LIN \ / S 1 EXISTING DRAINFIELD O \ \ �'it `• \ NEW 650 AEROCELE POD O\ )q �' .y.':''`..• JANDY VALVE C ��\ :. x^$\• ..': t EW VI PORT \ �\ �' p\ •_:, � NEW 4" GRAVITY DISCHARGE UNE. \ INSU TED WITH 2" BLUE B(JARD !/��\ \ \� •••e_::�:.`.. • STAR ING ABOUT M THE \�\ AND VALVE BASIN •\•`•• /� 0 IN THE LANDINGS; BLOCK 1, LOT 8 GARNESS ENGINEERING GROUP, Ltd ,. ................. 0 0CIVIL& ENVIRONMENTAL ENGINEERS 5701 E. N00R ft010. AIRF 101 • MICNONIGE, M 99507 • PHONE 90 331-8179 • FM (907) 336-3@46 • WE66RE: 0.,= • ....... .......... 0 PREPARED FOR: PHONE NUMBER: PAGE NUMBER: �n ;,,J , •� • A. Hess cam= ANTHONY KNAPP (907)317-9152 2 OF 3 ����'• 79 3 LEGAL DESCRIPTION: DRAWN BY: THE LANDINGS; BLOCK 1, LOT 5 D.J.G. j' ••,6 2.5'1 ..•'Oc�'� TYPE OF WORK: •���OFESS� P♦ ♦• DATE: ••• , AS -BUILT DRAWING 6/24/2015 ��%%I%k �♦ Permit Info Muni.org o Departments c Development Servtces> Permit information & Inspection Request Page I of I PLEASE CONFIRM THAT THIS IS THE CORRECT PERMIT BEFORE SCHEDULING INSPECTIONS. PermffNumber: RETROE161300 EICc1rICBf lnspadipn &M015 PennR Type: DPRETRO-Elecnfca!-Res Ravfews: Thispemdf curtanNy has no reviews leaded in oursystem. i Moines: 16101 MMWAMMERCIR Location: Phone Email p4mirry Permi Parcel: 02008712000 f907J502�893 capsbneeWVrdk@gmall.com Y i Legal-, THE LANDINGS KK I LT 5 G:3235 status: Cbsed Subpen iff Appllcaffons:There era no sobpermns assoatabod with ffifs pemin / Inspections: I/ Inspac(ion Type Scheduled Assigned To Completed Date Resuft EICc1rICBf lnspadipn &M015 M.Green 828/20151239:58 PM Apptow Ravfews: Thispemdf curtanNy has no reviews leaded in oursystem. i Pirated Contacts: Type Name Phone Email p4mirry Permi Utensed.Contact CAPSTONE ELECTRIC, LLC f907J502�893 capsbneeWVrdk@gmall.com Y i Change Ordem:There are no changeorden: assochamof WM this permfl http://bsd.muni.org/Inspandreview/PermitInfo.aspx?apbldgkey=476094 6/30/2015 On -Site Water and/or Wastewater System Permit Permit Number: OSP151131 Tax Code Number: 02006112000 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 Work Type: SepticTank Upgrade Permit Effective Dates: June 16, 2015 to June 15, 2016 Design Engineer: Subdivision: Site Legal Address Owner/Address: GARNESS ENGINEERING GROUP LTD THE LANDINGS THE LANDINGS BILK 1 LT 5 G:3235 KNAPP ANTHONY 16101 WINDJAMMER CIR ANCHORAGE AK 995160000 Site Mailing Address: 16101 WINDJAMMER CIR, Anchorage This permit is for the construction of: N Disposal Field Y Septic Tank N Holding Tank N Privy Lot Size in Sq Ft: 28442 Total Bedrooms: 4 N 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 Issued By By:61 Date: Date: 6���5 MUNICIPALITY OF ANCHORAGE Community Development Department Phone: 907-343-7904 Development Services Fax: 907- 343-7997 On -Site Water & Wastewater Program SUBANITTA Mayor Dan Sullivan � On -Site Sewer/Well Permit Application MAY 18 2015 For A Single Family Dwelling Gretchen Stutf®r Parcel I.D. 020-061-12 Property owner(s) ANTHONY KNAPP Day phone 317-9152 Mailing address 16101 WINDJAMMER CIRCLE *ANCHORAGE AK Site address 16101 WINDJAMMER CIRCLE *ANCHORAGE, AK Legal description (Sub'd, Block & Lot) THE LANDINGS; BLOCK 1 LOT 5 Legal description (Township, Section & Range) Lot Size Sq.Ft. Number of Bedrooms 4 APPLICATION IS FOR: APPLICATION IS AN: TYPE OF DEWELLING: (,�allthat apply) Absorption Field ❑ Initial El Single Family (SF) Upgrade ® (w/wo ADU) Septic Tank ®Duplex (D) ElRenewal 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: &A Waiver Fees: Date of Payment: 4V_12116 Date of Payment: Receipt Number: iJ g 2Z 67— Receipt Number: Permit No. 0-5 P15 /15/ Waiver No. (Rev. 01/11) GARNESS ENGINEERING GROUP Ltd CIVIL & ENVIRONMENTAL ENGINEERS � May 15, 2015 Municipality of Anchorage Development Service Department On -Site Water & Wastewater Program 4700 Elmore Road Anchorage, AK 99507 Ref: Proposed Septic System Upgrade for The Landings; Block 1, Lot 5 To whom it may concern: The existing 4 bedroom house is served by a private well and septic system. The glass filter is in a state of failure and needs to be upgraded. We are proposing to re -utilize the existing 1500 gallon S.T.E.P. tank (including Orenco Biofilter and pump), and install a new Quanics Aerocell 650 trickling filter (CAT III) and Control panel. The S.T.E.P. tank will be plumbed so that the can be diverted to either the-ok#-glass filter-oHbe-nems Quanics Aerocell trickling filter. We are unaware of any adverse impacts this installation would have on adjacent wells or septic systems. If you have any questions, please contact us at 337-6179. Thank you for your assistance. 3701 East Tudor Road, Suite 101 * Anchorage, Alaska 99507-1259 Phone: (907) 337-6179 * Fax: (907) 338-3246 * Website: www.garnessengineering.com LOT 1, BLOCK 1 THE LANDINGS S/D LOT 3, BLOCK 1 \ THE LANDINGS S/D \ yP/ \100 WELL RADIUS // A; `\ 100' WELL US I \v^ I � / \ I I LOT 4, BLOCK 2 THE LANDINGS S/D \ \ /I X\,! a"a'�" • � G\c THE LANDINGS; \ BLOCK I. /L0T 8 ! \ / I I \\ I ` THE LANDINGS; BLOCK 1, LOT 6 / THE LANDINGS; —FLOCK 1, LOT 7 \\ // / 100' GARNESS ENGINEERING GROUP, Ltd CIVIL & ENVIRONMENTAL ENGINEERS= s 3701 E. NOOK ROW, SUITE 101 dflOHORHP. & 99507 . PHONE M71 337-X179 .. (wn 3u_11a PREPARED FOR: PHONE NBER: PAGE NUMBER: ANTHONY KNAPP (907 3UM17-9152 1 OF 2 LEGAL DESCRIPTION: DRAWN BY: THE LANDING; BLOCK 1, LOT 5 D.J.G. TYPE OF WORK: DATE: X100 SCALE 05/15/2015 100' bIDS / / \/ I uds I / T / G%9 ,...C5-7 53 .-OFESS\Ct'.i NUMBER OF BEDROOMS: *4 GALLONS PER DAY (GPD): •600 PERCOLATION RATE/S: **48 MIN/IN PROPOSED APPLICATION RATE: 2.0 (CATIII) MINIMUM DRAINFIELO SQ.FT.: 300 **PER ROBERT SCHAFER P.E. 1998 T.H. LETTER THAT PERTAINS TO THIS DESIGN. TO OBTAIN A COPY OF THE LEITER CONTACT GEG. BY PROCEEDING FORWARD WITH THIS INSTALLATION, THE ENGINEER, WELL DRILLER, CONTRACTOR AND PROPERTY OWNER AGREE THAT THEY HAVE READ THESE SPECIFICATIONS AND AGREE TO ACCEPT THF TERMS AND \ WIDTH: *5 FEET LENGTH: *60 FEET EFFECTIVE: *0.5 FEET f \\ ACTUAL SO.FT.: *300 FT' *EXISTING o i o C; EXISTING m / PRESSURE •,h (ISTING GLASS FILTER UNE TO QLD SYSTEM C5 0 EXISTING n PILE PORT 0. rM C t` O� O EXITING DRAINFIELD� 9 � \ �Q 9,c NOTE: CONTRACTOR SHALL BE REQUIRED TO INSTALL A PRESSURE GAUGE ON THE AIR LINE AND CONFIRM THAT THE AIRPUMP IS .OPERABLE AND REPAIR IF NECESSARY EXISTING 4 BEDROOM HOUSE EXISTING 1500 GALLON S.T.E.P. 'ANK. REMOVE, CLEAN, AND RE—USE ORENCO BIOFILTER, PUMP, AND FLOATS. PLUMB INTERIOR TO FLOW CAN BE DIVERT E TO THE OLD (SYSTEM OR THE AE CELL SYSTEM.\ l i PROPOSED *"4 ^. AEROCELL ca . 4 • PROPOSED 4 ^ JANDY d . °4 a VALVE r °e a. PROPOSED VIEWPORT 4 a ROPOSED 4" PVC (D3034) GRAVITY e DISCHARGE LINE FROM AEROCELL SYSTEM. CONNECT TO EXISTING SAMPLE PORT. e a e < e 4e < � G JP§ e e 4" a GARNESS ENGINEERING GROUP, Ltd....... .. ............... _rTN m --, _: =. ` CIVIL & ENVIRONMENTAL ENG INEERS'�� 3701 E. NOOK ROOD. SWI£ 10f • ONCHOR4OE. M 99507 • PI NE (907) 319-6179 • FM (907) 158-3146 • WE M. *•*.gemeevmglneeRn9 *^m .. . . ............. PREPARED FOR: PHONE NUMBER: PAGE NUMBER: /'Je f A. rness'e ANTHONY KNAPP 907-317-9152 2 OF 2 �. CE/— 953 LEGAL DESCRIPTION: DRAWN BY: I�'a�tS• THE LANDINGS; BLOCK 1, LOT 5 DJG "••.......1•;'��, TYPE OF WORK: DATE: SPETIC SYSTEM DESIGN 5/15/15 1103-04A (kid 3235 EN15014 020-061-12 lbspermitisbetween Chugach Eles:dcAssocaation,lnc.,anAlaskanon-pmfitetec riccooperative, (herein "Chugach"), whose address Is P. O. Box 196300, Anchorage, Alaska 99519 and Anthony Knapp (herein `Permittee"), whose address is 16101 WintammerCircle, Anchorage, Alaska 99516. 1. )n Chugach is the grantee or user of an easement for the construction and maintenance of electrical facilities, as follows: Described in that certain written instrument recorded on the 20 day of April 1956, in Volume 130 at Page 367, an Me in the oliice of the District Re older, Anchorage Recording District, Seward Meridian, Alaska, (haws *Easement) which pertains to the following deeanInd real propertyr. The EastaiyForty Fed (E'ly 40') of the Westerly Sixty Feet (W'1y60') of Lot Fin (5)6 BlockOne(1� The fandtngs Subdividmacomftgta PlatNumber 69-37, fiWongme day of April 1969, on file In the office of the District Recorder, Anchorage Recording District, Seward Meridian, Alaska Permism acknowledges the validity of the Easement. Permittee warrants and represents that Permittee is the owner of the %e simple interest in the land subject to the Easement and the following described nal property to wk& the Esau is a4poeft Lot Five (51 Block One ON The Landings Subdivision according to Plat Number 69-37, filed on the 2'd day of April 1969, on Mein the office ofthe District Recorder, Anchorage Recording District, Seward Meridien, Alaska, (haven "Par cel"). 2. >3ncsoarhmarf Pami wbasproposodtoaooshudthefiMowingimpmvmawtaonor within the real property subject to said Eosemant A septic system dud encroacher east to west across add Easement for a width of approximately Five Fed (5'), and fur a distance of approximately Forly Fed (40'� (ha+ehn "Rimmadonst'). Encroachment Permit - Page 1 of 4 3. Pemit ChugachherebyauthoxizesPermitteetoconshuctandoontionetheeristence of the Encroachment in its existing location subject to the coveua* set ford► in this permit. 4. Permittee shall indemnify and hold Chugach harmless from any claims forpeascmelinjury, property damage orothaloss ansingmagywayfrcnitheconumiabmof the Encroachment S. Noon or Inmr�se Permittee shall not in any way expand or increase the extent to which the Encroachmem occupies any of the rest property awnribered by the Easement without the prior written consent of Chugach. Chugach has no obligation to provide such consent. 6. No Interest in Rent Estate Aoeuired. Permittee hereby acknowledges that the Encroachment and any additions thereto, even if in violation ofthis pes=t, has not and shall not in the firture give rise to any interest or estate in the real property subject to the Easement or any other real property. Without in any way limiting the foregoing, Peonittoe acknowledges that the Encroachment is not adverse to any interest of Chugach and its continuation is entirdy with the permission ofChugwhforpurposesof1hecommon law doctrine; ofadveraepo on. Tbiapermit cresta no interest in the real property subject to the easement 7. Modificinn of Utility Fatalities. If the dectric utility facilities located within the Easement aro upgraded, added to, replaced or reconstructed, Permittee shall pay that portion of Chugach's total costs for such modification which is reasonably attrimbble to accommodating or preserviagthe Encroachment If such paymentisnot madewilhiaftW(30)days o£writbendemand for same, Chugach may terminate this permit in accordance with paragraph 9, below. B. Covenants RggjawithttheLand. The obligations; ofthePemitbeearising from this permit shall be covenants running with the land which shall burden the Parcel and the Permittee's interact in the land subject to the Easemeot and shall benefit the Easement 9. Temimtion Chngachmay terminate; this permit after the giving ofthirty(30)days Y" tten notice of such termination if a. The Encroachment is enlarged, increased or extended within the rel property affected by the Easement b. The Encroaciliment is damaged by anymeans to an extent ofmore than thirtypercent (30%) of its replacement cost at the time of destruction. Q Permittee falls to make the payment described in paragraph 7, above. 10. Tam. Thopemitsicall,ifaotsoonerWmmatedbyChWAkmspaefoaiy(40)yeem from the date hereof. Brent Permit - Page 2 of 4 III Entire . This written permit constitutes the entire amt between the parties with respect to the subject matter hereof and super all other prior or conImporimccus agreements, oral orwritten, betwom hepa tc& No moMedu s, amendments, deletions, additions oralterabons ofthepermit shall beefibi*ve unless in writing and swedbyall ofthe parties hereto. Date: Ir �L✓ Date: Encroachment Permit - Page 3 of 4 STATE OF ALASKA ) )as: THIRD JUDICIAL DISTRICT ) The foregoing instrument was admawledged before me this W day of 2015, by ?l l:l P rAy IA, iC � NTPIVAME(S) OF PERSON(S) SIGNING DOCUMENT) Notary Public in and for the Sisk gof . �1qd ° My commission mq*cs: C1 �i° i 01 , THIRD JUDICIAL DISTRICT ) ss: The forgoing inert was acknowledged borne me this %5a day of ��� .2015, by �5i�ie//y -- SmorManW,Distibution &P=ft ofChugachEaddeAssociation,Inc., an Alaska corporation, on behalf of the coiparadon. AFTER RECORDING RETURN TO: ChaSaeh ElsWk Association, lac. P.O. Hot 194316 Awhw "% Ahuha "519.436a Ada: Land Sevres DepaUwt ZL,." �-ec*6— Atw� and for Bre State of Alaska Myoa®mim= ®q*=: 0Oe'—zold Ensaoecbmeaat Permit - Page 4 of 4 Municipality of Anchorage Development Services Department 0 /.. Building Safety Division On-Site Water and Wastewater Program, 4700 Elmore Road P.O. Bax 196650 Anchorage, AK 99507 Page Of www.cl.anchorage.ak.us (907) 343-7904 ON-SITE WASTEWATER DISPOSAL SYSTEM AND/OR WELL INSPECTION REPORT Permit Number. SW970382 PID Number 020.061-12 R.n.' Daniel and Jeannie Fussner Wastewater System: ❑� New ❑Upgrade Maar. 16101 Windjammer Circle Anchorage, AK 99516 ABSORPTION FIELD P a 301-7803 Nm0` a e.00 : Four O Dao TI.0 10 swbr Tn O e.a O Mono 13 Oew LEGAL DESCRIPTION SW RMV Tar O.ph hon On" pro.: 2.0 car 3 FI. araaci L,X slOoweon The Landings D%Xn b P" borbm hon a" p••• o..w d%" b. o.rh M.: 2.5 Fl. .5 Fl TV-4hp R.9. Saarc Fi.alea mba alPnr p.a.. Cmel Lanph. 1.0 Fl. 60 Fl. Well: Ne% - ❑ Upgrade yew wnm rmbrar.r ow.c. rw..n. n. I<i Ia •Pw tl.rl.l—• _— — _ Private 80 F, 57 FL 300 FI, ASTM 3036 oar. Dr. Drea: SM wr. Mrlaer or.11elwa: Rampart Drilling Works 9/15193 55 R Owner Installed May 1998 Yra 2 IMp sat Ca.y craw Mor. Clo.b. TANK OVM Fl. >18- FL SEPARATION DISTANCES ❑ Septic ❑ Holding ® S.T.E.P. ❑ Other. To Sepbc Absorption Lift Holding ublirJP afe tl°•• r From Tank Field Station Tank Sewer Live Anchorage Tank 1,500 Or. Mawr M a Canp.avw. VAN >100' >100' >100' WA >25' Steel Three (3) I sma:wrr >100' >100' >100, NIA LIFT STATION Lau"' >F >10' >5' N/A 250 or a rauxr Anchorage Tank/Orenco 'Pwrq m• rr r. 'rvlp am l.w.irgl.rr rrm t Fa.b.nn >5' >10' >5' NIA y, „ h C~ Oran None Noted FVry Maa6M.ar Erarcal lny.Wm. p.bm.a by Muni. of Anchorage Ram...: Inspection Report Completed From Field Observations and BENCH MARK Lara.al.a 0.•aw•ar. Measurements. Anderson Engineering Was Not On Site Garage Slab During the Time of Construction. See Design Documentation avawl -. 100.0 FL For Further Information. F Inspections performed by: Dates: 10 'se` A°. I Services Department Approval Ae +1.*Development 49T po, *: Conditional Approval Date: .. .... ...... . ����� F d �.... .... ..... ........... It r,: MICHAEL E. ANDERSON :v 0 •. CE-4381 f Reviewed and approved by: � v ✓ — Date: ? � 3 OR e� 0 46FESStONA (R.r mm) ;aL'aLe~� Municipality of Anchorage DEVEOPMENT SERVICES DEPARTMENT 4700 Elmore Road Anchorage, AK. 99519-6655 - 343-7904 Permit Number. SW970382 / PID NO: 020-061-12 ' Page 2 of 3 THE LANDINGS SUBDIVISION / / / / LOT 5, BLOCK 1 28,442 S.F. / / WELL �$t, O� eo,` e / Foy%// t � A e c S1 12.1 16.4 1 / to MH 122,4121.7 ' M7 TR 78.6 59.2 /in' CO2 81.4 57.8 / Four Bedroom Home CO3 101.7 99.7 // A O M2 e a in / / / B / / Green S1 Nouse 14'X 14' Crushed MH Ora \ Glass Filter \\ (See Design Data) M1 TR \ \ C2 t ��♦♦♦♦♦ '?9 Gri'1 \ TH3 �♦ mP\ fir• 49th •••�;ss ♦� 7jP \\ M2 ...r ...... ....... ................."...y'.�� \ C3 MICHAEL E. ANMMSON G \N p% No. CE-4381\� ♦♦ ••y'1�i \ TR -10" PVC Test Reservoir Access ..q ♦ � f/ q�,�_ CO .4" PVC Cleanout ♦♦h: a tSS�_ ���� M -4" PVC Monitor Tube Municipality of Anchorage DEVEOPMENT SERVICES DEPARTMENT 4700 Elmore Road Anchorage, AK. 99519-6655 - 343-7904 On -Site Wastewater Disposal System or Well Inspection Report Permit Number. SW970382 14'x 14' Filter II Crushed Glass Media with Air Hose . a� ero�Tr 90.4—/ (See Detailed Design Data) U^ Final Grade Geotextile Fabric Dreinfield Rock /// 1.25' PVC 1,500 Gallon STEP Tank 89.6 dg t- v �0: ,--94.6 93.2 / 92.2 60' (Trench Length) /— 83.0 Groundwater 85.3 11/07 PROFILE AS -BUILT - Scale: 1- - 10' Page 3 of 3 PID No. 02051-12 O U t 7 E AN➢ERSa! 1201 Ramona St. 99515 ANCHOBAoic, Ax.A 344"!'714 . SIX INCH WATER WELL DRILLED . -.--'------OUT TO THE DEPTH OF -81 feet. DRILLED AT THE RATE OF ----------- PER FOOT. Steel casing seated to 57 ft. PROPERTY OWNER Mr. Dan Fussner 345-2133 LOCATION OF WELL S►TF Lt. 5 131k. 1 The Landings Sub DRILLER Bernie Claus of Rampart Drilling Works. WELL LOG: 0 - 18' Silty sandy fine gravel with 45% clay binder. _18 - 46' Hardpan. A cemented gravel. 46 - 55' A fine gravel going into a coarse water bearing gravel at 55 ft _55 - 57'' Water bearing gravel. Although we drilled out to 80 feet, & started into bedrock at that depth, the only water bearing material was at 55-57 ft ^ This water well only -produces about twi Rom with 25 ft of water recovery off a 57 ft. bottom. In the future it might be the right thing to do by drilling to 2DJ ft., for volume & perforating the casing at the 57 foot level. Then, this well will be a real water well. As it is, it's minimal. Paid for in full by Dan Fussner.. COST INCLUDES ALL 'LABOR AND MATERIAL FOR COMPLETION OF SAID DRILLING. WRITE CHECK PAYABLE TO RAMPART DRILLING 'WORKS FOR THE SUM OF ------------ THANK YOU VERY MUCH. BERNIE CLAUS OF RAMPART DRILLING WORKS DATE 3ppfpmhP1. 15- ,093 Thank yo1'� T,,,, VRE` '�CHARGEOR 1K% PER MONTH WILL BE ASSESSED ON PAST DUE ACCGUNTn 1.f=caaNro B RecsessdBan Cap� + \ LOT 3 o i:aommadSWPA wtlore.,eri LOT 4 Septic 9ymwn Oewau or kimpomm Prpe 6t' ml SsptieTank-- tide �dawl - aw - Approrc Cover LOW dvw Olred PtaarLhrs •• % �O Pod �= ••• anlerUwc9CrAE.trn.drirn.r+vfpisn Smbotz Sao � �.,1 IOL-1� o llsveNarier-See Tmle �F� ' •- . Q LOT 5 $ :I 3 Z. LOT 6 00 0 00 700 Sr DrEoO so j H SCA F_ IN F= Block t.;.. .Retmriinq Molle 1i HOIt+SE DtTA1L \ rs' ... r.; • '• `�:': .A •'' kxmme A: LOT 8 CURVE DATA TART F' O IkL Drn /ms .tamon, Ceert I a1T.,&g �_ .G � qSd sznr msssTa.n- moo• waxxrrw pF G+ Q V2733­rr . znm szs aat w7r aoae•w cs -own : sam sasr �• ssrznaw rye - 5P a ae7om mm �eaa 9 TH �* N 'A cs �orr»a annv 2 N amccw -�-,w..n �.. '��Vu :_"� • ��,ne..Fv.�..�-.._:_•.._-^••---...•PC Or,FIL�:p.L9 �'.. ... .- -L Per Rghl..wF7 kae.v.s.a remroed Y30F.r6 rat Book t30 Page 86.:,'O�cprohgi 6 rry.� r_ L �- �'/ .seem toa'eladcame.rrs�bn ardideplrw� ire 7m boor of sad aaamwt ! 7D beton ,f 8/; -._ ,fir .e.ereitle ar.ecarriu-.brsditoMmtlne'br�ee lSraeSs�,POA y m0,emabrke or am •___ _.: ,m�"��+ O�r+Kakr♦y:.Pers.ld �,nay.�rdexwt�eek.een the kro oeriwra,rwke rmn �* ! -922 teetat the noon* paDnC' bee to spprooewly 105 fed at the muomy property Fe. .s..f:Wm survey was ped, r,rrea. aa<,ms,w11:20m.+d.mnwy6. moe. SURVEYOR'S C.=FICATE 't hemby ew*ftw 1 havetuasd m'ScbuC rrrvW of Wine 5,H3esf.1 The Isiur. amirut W Anrae:srs and iavarmn maws are true. itImerosrirrth.ronndsOw.am e,pro.arowns an Min property sre tr`str.ws:rare.noure.fa of Mepe, VorMere.am no enaomym .M upon -Me dmebed prenr[ses,.utd Ord Ove b m epparard evklenc:ca s gn sf eerysaser t*croaing wbradering said paroal, 'EXCEPT AStJ=AND 8.40M HEREDK 11!S hhe recypralbWY o•. MD avri-.l:ri+rb aafta is emstma im >owv*.propedyknela-f-m- r.delennimtheems^^^•d aesements ormmrkx m Mal -do mg spre on the recorded s6diwipn pier, asClb ermtmllral inpramemartS "=E all -"-4c AP t.ne,ra! reOr6atko . - r d 4 srau LTOF ' LQa 5 Mock 1 The Landings �Pl= No- 69-37, Aarhosmge Recording DTist3= .LxATM W THIN MOP. Sl -M 3235 'COHTAININO APPPO%. 28.462 M. rr i Flapa i��7ttila>�: CoTl:ut`J a�, lam.: n a Jeanne Flusrn samStltncLarChca ZandTt':ea> w'l - Mz:rlrC • LXti'e�Dn'-'tom GonmHng a Ancm.arx w K psyas ..�^••-^..�L`•ie" �,rr_!>xam..4F; ,'R'Y'E trr - -...r 5 WV 4` 11111 ..� __ ..:•. .� .,-�= .,•- yy ,. � r - _ , -✓ �. ,, . _ r� ' _ �_�+- �' ,�.. ,.. �� -�. i. � - {� _ .r�rr? , y��.'�; A . f` x' � + ' ' ,� yr +jry +..0 : �� � fes. rt- - ,�� ' y. -- �.. +' �� - �. _ t t .. ,� .� ,� r. \� ��� � � �p�'•� \.. i� -'fir. i.' r ''�. l .. r .. a :n . �H _ _> . ;. W 1 ` � ` A voN ..' i�+w - ._ R~+`.' ter.. T� t � ; .N�'.` � ' �.:' N t !" ��~^� 'J ` '�"r �S � M` ��'� '� "'��� �'� -'may .�,. � ^^, "r�"`.�. _. � � � ' .. 1 ,n , py- MUNICIPALITY OF ANCHORAGE DEPARTMENT OF HEALTH AND HUMAN SERVICES P.O. BOX 196650, 825 "L" STREET, ROOM 502 ANCHORAGE, ALASKA 99519-6650 ON-SITE WASTEWATER DISPOSAL SYSTEM PERMIT PERMIT NUMBER:SW970382 DESIGN ENGINEER:SHELLEY WILLIAMS, P.E OWNER NAME:FUSSNER DANIEL J & JEANNIE OWNER ADDRESS:16101 WINDJAMMER CIR ANCHORAGE, ALASKA 99516 PARCEL ID:02006112 LEGAL DESCRIPTION: THE LANDINGS BLK 1 LT 5 LOT SIZE: 28442 (SQ. FT.) NUMBER OF BEDROOMS: 4 THIS PERMIT: 4 THIS PERMIT IS FOR THE CONSTRUCTION OF: DISPOSAL FIELD /SEPTIC TANK SYSTEM ALL CONSTRUCTION MUST BE IN ACCORDANCE WITH: PAGE 1 OF 2 DATE ISSUED:10/23/97 EXPIRATION DATE:10/23/98 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 DHHS AT LEAST 2 HOURS PRIOR TO EACH INSPECTION. PROVIDE NOTIFICATION BY CALLING 343-4744 ( 24 HOURS ) . (NOT REQUIRED FOR WELL ONLY PERMIT) 4. FROM OCTOBER 15 TO APRIL 15 A SUBSURFACE SOIL ABSORPTION SYSTEM UNDER CONSTRUCTION DURING FREEZING WEATHER MUST BE EITHER: A. OPENED AND CLOSED ON THE SAME DAY B. COVERED, SEALED AND HEATED TO PREVENT FREEZING 5. THE FOLLOWING SPECIAL PROVISIONS. SPECIAL PROVISIONS: THIS PERMIT IS ISSUED FOR THE CONSTRUCTION OF AN INNOVATIVE INTERMITTENT DOSING GLASS E'ILTER SYSTEM. AS A CONDITION OF THIS PERMIT, THE OWNER SHALL MAKE ARRANGEMENTS FOR THE SYSTEM TO BE SAMPLED ONCE A MONTH FOR A MINIMUM OF 12 CONSECUTIVE MONTHS AFTER BEING PUT IN USE. THE ATTACHED PROPERTY OWNER AGREEMENTS BECOME A PART OF THIS PERMIT PACKAGE. THE MAXIMUM DEPTH OF THE DRAINFIELD SHALL BE 4 FEET UP FROM THE BOTTOM OF TEST HOLE ,*3 OR 81.9 FEET ELEVATION. I,,�� RECEIVED BY:�O..U/A� � ALid.4/L.Q1l� DATE: 0C+�)L'L 2jtl�C�iJ� �/ ISSUED BY:�'121i(/ / °��`l DATE: %O - 2 �- / 7 Shelley Williams, P.E. 1 1001 Ridgecrest Drive Anchorage AK 99516 Tele. 346-3767 May 4, 1998 Municipality of Anchorage Dept. of Health and Human Services Environmental Services Department P.O. Box 196650 Anchorage AK 99519 Attn: Dan Roth Re: Lot 5 Block I The Landings Subdivision Permit No. SW970382 Dear Dan: Submitted herewith are revised plans for the drainfield that is to be constructed at the above property. As you know, this change is warranted because of the groundwater levels that have been observed since the original plans were approved. No water had ever been observed in the monitoring well prior to the preparation of the Sept. 16, 1997 plans. Last November, however, 28 inches of water was observed, which equates to a water surface elevation of 80.2 (per the assumed project elevation datum), or 6.7 feet below the ground surface. We have continued to monitor the groundwater. The maximum level this spring was at elevation 79.7 (see revised Sheet 5 of 16). For the re -design, we propose to maintain the originally -proposed elevations for the glass filter, the gravity pipe to the drainfield, and the drainfield pipe. To achieve the needed groundwater separation, we propose a longer, shallower drainfield. The depth of gravel would be only 1', as opposed to 4.5', and the length would be 60' instead of 30' (see revised Sheet 6 of 16). The bottom elevation of the drainfield would be 83.4, providing a little over 3' of separation from the highest observed groundwater level. If you have any questions or need additional information, please call me at 346-3767. Sincerely, �Sheellev Williams, P.E. Shell (; Williams .L" • 6985 •'' 4k, ®h�eS�YA�k���® I�` I WELL / PP BRASS \ / LOT 3 CAP LOT 4 I \ /WELL \105 0t / PP 4—BEDROOM USE Unde\C nstruction) LOT 5 \ / TANK A V Q FI (a��zoK � ry0 CEJ, EMENT PROPOSED BK 130 PC 367 e _ LOT 6 CRUSHED CUSS C) PROPOSED FILTER INTERMITTENT oy 1500—CALLON \ REBAR SEPTIC TANK \k o m yr/LIFT STATION • '' I \ TH1 0 c 30. �G /PROPOSED\\ R,, U •, / R 50� WIDE DEEP �, i / ITRENCH �p \ � TH3 / � �� 1 LOT 7 ISHELLEY LOT 8 5 13LK 1 THE LANDINGS PROPOSED SEPTIC SYSTEM September 16, 1997 BY; SCALE: WILLIAMS, P.E. 1 , = 40 11001 hor Ri, Alaska Drive Anchorage, Alaska B0616 SHEET 1 OF 6 SITE PLAN o +:2 Municipality of Anchorage DEPARTMENT OF HEALTH & HUMAN SERVICES 825 "L" Street, Anchorage, Alaska 99502-0650 SOILS LOG — PERCOLATION TEST PERFORMED FOR �V7'7N�'-Z� _ DATE P �1 Township, Range, Section: LEGAL DESCRIPTION: _ ��,S SLOPE SITE PLAN 10 WAS GROUND WATER 1 ENCOUNTERED? _ P 11 S IF YES, AT WHAT L O 12 DEPTH? E E 13 Depth to Waler, /llr.L, ,? r ,L Monitoring? _ins hate: v- 14 15 16 17 - 18 19 20 COMMENTS Reading Date Gross Time No�T to Time Water Net Drop �2- T. PERCOLATION RATE 4-5 5 iminutesiincchI)PERC HOLE DIAMFTER TEST RUN BETWEEN 2 FT AND ' J _ FT 1,ker ,c. Were st,viicl„ o a; waive ,n Tk1• I was o"Wri IS PERFORMED BY: S & S ENGINEERING I �_ CERTIFY THAT THIS TEST WAS RFORMED IN 17I03g4 CE�applpeNRniv�e1r Loo Road No, 204 ACCORDANCE WITH g'HI"leTkl'VerHltI5�aN9 17GUIDELINES IN EFFECT ON THIS DATE. DATE: — C Ll r .:- r� Munlelpalily of Anchorage DEPARTMENT OF HEALTH &HUMAN SERVICES 825 "L" Street, Anchorage, Alaska 99502.0650 t obori A. Sh s.im• q SOILS LOG — PERCOLATION TEST c y Na, 1�ST•k PERFORMED FOR: DATE PERFORMED: - LEGAL DESCRIPTION: L6 d 1 3 4 0,•;� 5:9 6 G�8-, 9" 10 • --- 11 .- 12 13 14 15• 16 17 18 19 20 COMMENTS 2/t 8/'G 1 fb',vnship, Range, Section: 1 UCa/ WAS GROUND WATER �• o,��• ENCOUNTERED? — I (3 ,. S , L IF YES, AT WHAT -'/ O DEPTH? __/_— P E 0091h to Water Alter hlonilaring? __L— Nit: Flooding Dam Gross Time Not Depth to Time Water Net Drop 2�_�1 4.20.7 •_... -3 z •ap,'s I�r s t l t+� N 7 :`h �j• ll �jly IVB � IVB pp�� N PERCOLATION RATE _ ��11, e Iminales/inch) PERC HOLE DIAMETER — I EST nUN DET WEEN Z—`—fT AND '�'J FT PERFORMED RAI [-N "�•'.ivcr Loop�4.111d.— Ea0le River, ANskn 99577 ACCORDANCE WITH ALL STATE AND MUNICIPAL GUIDE CERTIFY MAT THIS TEST WAS PERFORMED IN ON THIS DATE. DATE: jj� SN� 2 /F 1�J Municipality of Anchorage � �" DEPARTMENT OF HEALTH & HUMAN SERVICES „� 025 " L' Street, Anchorage, Alaska 99502-0650 SOILS LOG — PERCOLATION TEST PERFORMED FOR: 0 t! 1 t'�-- —� DATE PER LEGAL DESCRIPTION: Township, Flange, Section: '�Jt SLOPE I �}r—�y�� 1 2 . .. . 12- 13- 14 15 16 17 18 19 20 COMMENTS WAS GROUND WATER— ENCOUNTERED? S L IF YES, AT WHAT 0 DEPTH? P E Depth to Water "may f lb� fdonilorinp7 Oale: rJ �t✓3w1 I SITE PLAN Gross Time Not Time Depth to Net Water Drop tqDe q •55 `t — mss. N PERCOLATION RATE _ /� (minutea/inch) PERI HOLE DIAMETER [49� T ESTRUN 13E'r WEEN 2:, FT AND 4 FT PERFORMED Dj'7014 L -14l RIVer Loop Ro_ncl Nfg 204— Eaalc River, Alaska 99577 rY/ ACCORDANCE WITH ALL STATE AND MUNICIPAL GUIDELINL CERTIFY THAT THIS TEST WAS PERFORMED IN ON THIS DATE. DATE: I H[k11 3 I(') Lok 5 P�Ioc� I '1 Lard cis -rH 1 TII Z iN 3 _ elev 91.3 2 OV/PT jT pe p�k A-0 G(w 5' tors q,I C,Lj-ykl G1w Oev, _Dc, C -/vi CAui . Dnke });ghesk y8 nir/in U �jD m. /(,n 06 j�° Niy}as+ l.evelObswcd o-a Otev- lo rle\j, ao,y �3 pe p�k A-0 G(w 5' tors q,I pr�W, In �w G1w Oev, _Dc, C -/vi CAui . Dnke 6 w Clew, . . min/in ' pr�W, In �w G1w Oev, _Dc, C -/vi CAui . Dnke 6 w Clew, I d ' go De 01 b G� 6 w Clew, Awn now 008 n 0 :Orr NNN I f I Drai v) -R e 16 Re U. re yr e /I -'- Lok 5 Pilo c -L LAA cLvrg.c, 1-4 6P-A"om5 LD- JC50 p.° - fry S CLA- 4b M'IH/ jr c.k n, I -f 5 L CG-(\Ven-66YAOJ OLq !-rtvjc� V; 0 vJ ci ro� GL-� J017) "I re vok' 2-1/nvcl Lolow pipe Ie, n appkcA-I 6n rake `tee C. O� O0 r"i -1-re alyyv n 4- 9 ry n NgkUrOJ qrZAL over \ICL�6 -PY'O- "I 1>9 T-1) r "lbw b-4 +D 8 0, Prov 1e WMA I r -d 6'0-+ r- L, �° a re gqe � -,O &, Li (A e,Stj, rA; nC�eP,.ij-k — rrA ev. ?3'1 0 L).,5 L T wry o" fav -<C) I 0 A'A r -UA/. 0 300 +,re OJ, = jvwo.4 ' etcv or-,' X5,9" 6-Lf-C)b "4 a k _t_ Cis 1 V s b "4 a k _t_ Cis 1 V CN J-�-3H5 FP - .i � M mall or" EE zii who coo v0,- N0 vv3 rvnN Dl,;Vh Ca�(.iaWIOW) 1a> Ma"/, - IoW -- y bdrn lcU c�al�dvti��bdwm = Goo Gpj c) Sijc Jv(,k �,,)eld � s.e- -SkeQJ G c�) Cmlc�,lcal1lc. Kkrrrn� il4je.v\/a� (,00 dad 1440 rn'rh (fie„- "(SF vna�,u� � 'ir,ikial�� sek . � orci rt-dn(-e rok suCf,ae \i- �� C�luA.laa� Pum�',ny Cyd Tyne. Cumpu,a-( Au-I,l 9aIlcn I -o L1 Pjpt) k lv) pump s 9aQ �-- ' C�isavil�_chM pi�l. P"^ by Ji}F/6- yle I hrouJ� glass will Le. C 4,0 91 dJ��z Jp�- L- z 5 oa>NAfi) IC)b . c) Sijc Jv(,k �,,)eld � s.e- -SkeQJ G c�) Cmlc�,lcal1lc. Kkrrrn� il4je.v\/a� (,00 dad 1440 rn'rh (fie„- "(SF vna�,u� � 'ir,ikial�� sek . � orci rt-dn(-e rok suCf,ae \i- �� C�luA.laa� Pum�',ny Cyd Tyne. Cumpu,a-( Au-I,l 9aIlcn I -o L1 Pjpt) k lv) pump s 9aQ �-- ' C�isavil�_chM pi�l. P"^ by Ji}F/6- Design Ca1L,,�J r,�;�-;a,�s. Ccona-,> 2. 1 iI�-er On'A&O- CALU_I0,4-1,6ns '� Nlinlrnuw kk5$w'r+ hea,5V' = 4� , so gSsum� 51 head OSS a(-m5s 'C la w s � Q� 00 'OR( 12S a Kaci tvrvw ,000°2 •Fk� x �(� sei. x •},�4$ offal 4I o r, (�SSurl?, $ 12 25- lora lakrals wig ant ce sal 1 � gj holes/ I akQrlal min lo4e �i NLLfl) 3'3 9Pw usY. 20 O'Sl 05 I-1Rr- PUVAP (sem Skal- 15 ) ,SH ECT ID or I(v 3, RS,SLkMG 3iW" c� IalGrt(�S� iII4,1 2��Iueni the (Cvom 4" ✓hzok. Fay t�c�esst ve a, zacressivi- dead loss ' &Cms's ' lme-,- I Ne0.d Flow Plow T�ITI FrjGkic�Al \IgrFcQ( ro�Al IF2� "WSW Pnh Pressura P� Iltad L'b55 s12w PrtsSurc, dn;(ntd � cl;sl-A 0nd F'eSs�i �I .3,4 2,�5 23,6 S.0" 10,ma)e IG) .0 10 RI,O (0 w5 3161 28,9 �,2' ,6 �3.� (0'.1��5.63 �Ylb '-I 31.z �,3 Ia '15 E - -KMihor Losses due k -o pu P clisel,,Oc pjur L,n3 = 0155 iRZ) r (k'u)1 (ec,c1 �oSS C6rnl)tn-4ed uAG nWj Sen �I�iGtmS Q -f("4- ,,, o,s4 0 2.63 2.(�3 o•s4 Ty- r � °1P = M40, ; �� it int�eS� it FtzV 100 ftaf Fvr Planlic P,R< C, = 150 .(�3l`fr4' e��Y1Qc�t� loci ih -77 L%t. J I IN T -DY (�' uio) q�rn 0z3yCls�)(1.3v)Z,6a (H�,sti JJ '1,54 aS eg, head loss ru-ros`- (a 4e,rA� �h�(�% rror �'+ 2(7M+ YYO q=. mpn(�{alc�� C1�`,Ob 1,v`'oy ti�`�o'! I��=CD2. 1,,,=•DI 1,,,=.01 �V...- +p-�y.l 1�L� ISI Q- -� 3,laSpm 45�pM �� (7�n�onfvs _ (+,1P•� C�� bawr o,�(;<cc,)�sl -- (,oi3�+)61so)(,r}s)z:b�' � 1.�4� r loo = ,0'/21, or M va3 NNCI MFtT1�l Al `� P�iUFfU1TlOW5 0STIMA-T6[p (ott.wrITi�-S I, SfPTI(- —rm-m</ MPT STft-rioQ o> I soil- oA,�`Or �' GUmIJC riln�i s� PSI +A,�L -I'�-� Yvl2-eT5 ra.g�u,�remP.n-I�s e>� SeL•(i o:-, K� ". - _ Gip )-tr 8' " Tinke.+ rni I i �n I San d F 1 iGr 1Desic�n lin S+AllaH6'n� d 1✓lainitn(Iki" ManA-ka_l Pre�6ired b� 6126 It 1"'Vre COY, Se'rvIu0 20 Oe;,L OS R- -F (5-S+aj c) Sc.rtt'ne pu'r va'u-1 {- (Osz d) PUrn� CG'r��r1�IS d I�gnvi OS'f 5`irnplex C v {rO Pawl ICpQQ Spews�.;Shee� 16 wit -t', -c-blloviro0 npt,lms bvtn+ CAur&tr 60psc J T' r L W4f-rr Prl) cram rnek ULa. T'Iml,r- Z. ZN(E12..�'vlljiC.�1"i SI �i� rlurm Pk.'x-'a6� (0'�Z) a) Liner ILP",, jLp' w( 6004 G) c,) �L,,,sl�,,,� as.��•,bl�es - � Pa(� � y�1 zL pvc Gl- BOO 1.1.4;1 (FlAnidold 12126 L"F' �c� yp 3�r" (Istkcrn�ls) `� IZj25UF, n d x o µ N 1',„ SWf,r ells g e�- o 5�+061- 1-2, o,� 6 Mrs rere.I aI. SPGLI(1C-AV6FjS GsfiftAN- n) QuPNi•iTIDS 3, Prl r� SUPPLY o) puper TSF M'twunA , Gkapter Iv t Ser—. C- C. Air Pump The air compressor and pump shall be a Thomas Industries, Inc. model No. 5070 linear air pWnp,` or equal product. Fittings must be air tight and capable of withstanding a 20 psi maximum. Operating pressure is three to five psig delivering 2.4-1.6 cubic feet per minute. A port for measuring line pressure utilizing a'standard low range air gauge is recommended. b) RrCA; Nr- LIQ - Pump -b Vit'I, -er 3��r" N'1�PC� wide.. I° Pipe inSulalievt ins��-2 4" PVC (PN 3o3I� aP� �5 L,F ST C-) P6 Y- DlLI I. CIV, Sly I+DP(�) SUppliej �y OST - CLpfYD-x 130 LF. PV(✓ g b tk, aSTM 303 6-t- SJ' PVI✓ oY 16C) JD SLImIJ(C LVf.rPprB)4 'Gy y. c 31 L4 h o u (S r a -b -I- , I(- 15 L"r Iler � Cl,rq�n�illd �C� -lanL SIOnclr('p�S 2C S ID cimmfn elf 61nh�C>Tt-- 10 Jro Piv,L aSa Pr(1,c plat- - 5 5 L(f- 1-21 fn 1-2. LIf I LI 5 (,; , 51+66T 15 OF- 16 oEE. WWYI N IH OCR av3 C4 N sPcGlr- Ic- A-(IoNS/ ESI-IMa7i5�p QUAIJiIT(E5 I14 II Izrnk —4-o L--�r, 13 ILrx�u k 211 (bo�� L+C�y�cux`�°) sus Oyu b) Pei CDYav-, �) sep-+ (- eocL AL, (IAA( CIVer -Ci bier Ci,Y7Jj vl 4 ,25 Jra I vi_Fi2 l GI �D u F r 12')� ✓i� — —, siAtiui� 22LA �;j, 1-D c) Jrgln� eld usvMv y ,NzkJ, �� jGht. I� rll�i✓Invt� f p♦s.e'- 21), -40ILfb 14. ORENCO SYSTEMS, IN� 2!326 COLONIAL ROAD ROSEBURG, OR 97470 (503) 673.0165 11-12-97 9!2% AM ;ALASPA ;£S=LAB 1 CO 'd 3 - 90?6673963;F 3, a� v� M h "PA v CO 'd 3 - 90?6673963;F 3, a� v� m uzo, ODT'�D De u WON OS N w'^N OEu oz 'ON 9T u 01, r 'DD u8lE ,.?/T rrr/E I�T/itl V G O O a� o " ¢ �g c s �AaM Aq 5uisseg;uaaaa� 0 o no EL .N n ,0 .9 4) Wd 61:b0 NOW L6-Ll-AON CO w � aV � d `v o m uzo, ODT'�D De u WON OS N w'^N OEu oz 'ON 9T u 01, r 'DD u8lE ,.?/T rrr/E I�T/itl V G O O a� o " ¢ �g c s �AaM Aq 5uisseg;uaaaa� 0 o no EL .N n ,0 .9 4) Wd 61:b0 NOW L6-Ll-AON i LY1-1Z-y'! 8f Z'/ Q[yl :ALASY.A ^_ES71,AS 90756379.53:# Z/ 3 p o H � O lNJ1 p� � c � ' m U U sem, %� O wv m u Q n 0. 13 mClk J 13 P yVf a� a LuLL m n ti B � 90756379.53:# Z/ 3 ..Zo' 001-01 d9 ft 09 -0A OS U Or '-K of 9 OZ'Ob 91 x 01 sx b 'a! ,XE ami£ ..t "VI 1 "C O 6 0 a �o Q \ pp Cq 5u"ssed;MMIad p o O O U no �y P e° u ;! C u ..Zo' 001-01 d9 ft 09 -0A OS U Or '-K of 9 OZ'Ob 91 x 01 sx b 'a! ,XE ami£ ..t "VI 1 "C O 6 0 a �o Q \ pp Cq 5u"ssed;MMIad b0'd Wd H:V0 NOW L6-LI-AON p o O O b0'd Wd H:V0 NOW L6-LI-AON ORENCO SYSTEMS®CONTROL PANEL ORENCO SYSTEMS® Simplex Control Panels offer fine quality components for reliable automatic pump operation. Standard functions Include circuit breaker, manual, off and automatic motor control opera- tion, plus an audio/visual high-water alarm circuit with audio silence and automatic reset upon correction of the high-water condition. A selection of optional features offers flexibility for a variety of pump- ing applications. ORENCO SYSTEMS® control panels are specifically engineered for pressure sewer (STEP) systems, for controlling pumping Into convention- al gravity collection systems and for on-site systems such as Intermittent sand filters, recirculating gravel filters, low pressure drainfields, as well as for simple uphill pumping to standard drainfields. ORENCO SYSTEMS® control panels are designed for use with mer- cury float switches or any standard dry -contact switching method. STANDARD FEATURES: -Listing: Underwriters Laboratories, UL 508. UL -Canada Listing available. •Rating: UL Model S-1 rated at 115 VAC, 1 Hp, 16 A, Single Phase, 60 Hz. Model S-2 rated at 230 VAC, 3 Hp, 16 A, Single Phase, 60 Hz. •Motor•Start Contactor: Rated for 24 FLA, Single Phase, 60 Hz. -Current Limiting Circuit Breaker: 20 amp, OFF/ON switch, DIN rail mounting with thermal magnetic tripping characteristics. (Single Pole/ 115V; Double Pole/220V) •Toggle Switch: A SPDT HOA switch with a 20 amp motor rating. -Fuse Disconnect: 5 amp (10,000 AIC) fuse with DIN rail mount. *Audible Alarm: Panel mount with a minimum of 80 db sound pressure at 24 inches, warble tone sound. *Visual Alarm: 11, NEMA 4 -rated, 7/8 -inch diameter, red lens, oil -tight with push -to -silence feature. •Audio•Alarm Silence Relay: 115 VAC, automatic reset, with DIN rail mount socket base. *Alarm Circuit: 120 VAC, wired separately from the pump circuit, so that if the pump's internal overload switch or current -limiting circuit breaker is tripped the alarm system remains functional. *Enclosure: NEMA 4X -rated, fiberglass with hinged cover. Noncorroding. Dimensions: 10" High X 8" Wide X 5-1/8" Deep. External mounting ears. •Padlockable Latch: Constructed of noncorroding stainless steel. OPTIONAL FEATURES: ,Elapsed Time Meter: 115 VAC, 7 -digit, nonresettable. •Counter: 115 VAC, 6 -digit, nonresettable, horizontal base mount. *Programmable Timer: ' 5 amp, 110 VAC, DPDT relay output, repeatable cycle from 10 sec. to 10 hours with four time ranges. Separate variable controls for ON and OFF time. *intrinsically Safe Control Relay: Intrinsically Safe Panels are UL 913 Listed. -rhe secondary circuit limits the current to 2.3 mA at 11 VAC. Other custom features can be provided. ORENCO SYSTEMS, INC. 814 Airway Avenue Sutherlin, OR 97479 503/ 459-4449 Municipality ®f AnchorageC*D Department of Health and Human Services 825 "L" Street Rick Mystrom, P.O. Box 196650 Anchorage, Alaska 99519-6650 Mayor Dear Homeowner/Prospective Buyer: The on-site wastewater disposal system you are purchasing/installing is an "alternative" wastewater disposal system. This system, known as an "Intermittent Glass Filter Septic System", is undergoing testing within the Municipality of Anchorage under the Alternative System section of the Wastewater Disposal Regulations (AMC 15.65). There are certain risks involved with the ownership of one of these systems: 1. The technology used in this system has been shown to be effective in other areas. The system is currently undergoing a two year testing period in Anchorage under the guidance of the Department of Health and Human Services (DHHS) and the State of Alaska Department of Environmental Conservation (ADEC) to determine its effectiveness in a subarctic environment. The system for this property may have received vertical separation distance waivers from both State of Alaska and Anchorage Municipal Codes to both ground water and bedrock. These waivers were granted due to the system's expected performance within the site conditions on this property. If the test results do not support these waivers, modification or replacement of this system may be required. 4. If this system fails to meet the requirements set for it to become a standard, code approved wastewater disposal system, it may have to be removed and replaced by either a holding tank or (if possible) other wastewater disposal system that meets Municipality of Anchorage requirements. The cost of any conversions required to meet code requirements will be the responsibility of the homeowner at the time of conversion. I (we) certify that I (we) have read the above statements and am (are) aware of the risks outlined. I (we) also certify that I (we) am (are) in the process of purchasing (property legal description): Leanne Fussne.r (Purchaser Name) CSR i% R ii \AAyJ&vLU> (Purchaser Signature) Notarize Here (Purchaser Name) (Purchaser Signature) PROPERTY OWNER AGREEMENT FOR THE MAINTENANCE OF AN ON-SITE WASTEWATER DISPOSAL it SYSTEM This agreement, dated C,i . 'iq1 199-1 , is made between the Municipality of Anchorage Department of Health and Human Services (DHHS) and the property owner(s) of: 10101 Winn amrrlel/ L'IT e This agreement is made for the purpose of maintaining an on-site wastewater disposal system on the subject property. The property owners agree to the following: Submit to the Municipality of Anchorage, on an annual basis, an inspection and operation statement from a registered professional engineer. This inspection and operation statement shall verify that the engineer has inspected all effluent and air pumps, timers, and alarms, and that any deficiencies have been repaired and that the system is functioning as designed. (Signature) JeGrine Ri'Ssoer (Printed Name) (Notarize Here) J (Signature) (Printed Name) 11/17/97 Post-ir Fax Note 7671 To: Jim Cross Phone a —^ Phona From: David Wigglesworth Fa, "_ 907-269-7582 (phone) —" 907-269-7600 (fax) Re: Glass Project Jim: attached are the results of two sieve analyses on the processed glass (please note that different sieve gradations were used in each test). I am pleased with the results and so is Kevin Kleweno. They are very close to the gradation results mathematically projected for #4 sieve screening that we all agreed to in our last meeting. They are also very consistent with the gradations for the processed glass used in the Washington demonstration projects (i.e. Stuth #1 and Stuth #2). ( see the table that Skip Koch prepared for our last meeting). Of note, the fines are lower than we expected which is something that you desired, .1 believe. It is my understanding that the Fussners are ordering the sand filter package from Anchorage Tank. I'll keep you posted as I get additional information. In the meantime, I bring over a sample of the glass for you to look at. cc: Skip Koch Bob Kirby, CWC Shelley Williams, Design Engineer Dan Fussner l0'd Wd £I,bO NOW L6-Lt-AON dl y I6 `/ l�i�K6v TU O� NNiS U /L G v e4A4 s /�N/o kC .MtTED 7-HAr- ffC /S PONrrdr?rN(, (yw 1`l1?F5,=,v7LY r?Nn TMe 5(.tleFjl)cC IV(r_P 46E /?Es04VCA9 Shelley Williams, P.E. 11001 Ridgecrest Drive Anchorage AK 99516 Tele, 907-346.3767 September 16, 1997 Municipality of Anchorage Dept. of Health and Human Services Environmental Services Department P.O. Box 196650 Anchorage AK 99519 Attn: Jim Cross / Dan Roth Re: Lot 5 Block 1 The Landings Subdivision MES F AMMUKOCit: ENVIRONMENTAL ERVICES DIVISION OCT 07 1997 RECEIVED Submitted herewith are plans to construct an on-site wastewater system that uses a crushed glass intermittent filter for secondary treatment. See Site Plan, Sheet 1. Background The system would serve a 4 -bedroom house under construction which is located off the Old Seward Highway approximately 1,25 miles south of Rabbit Creek Road. The system would be constructed iii lieu of the mound system previously approved by your office under permit number SW930200. The soils on this property are silty gravels, with relatively low absorbtive capacity — 30 to 48 minutes/inch, or 0.45 gpd/ft2. See soils logs and percolation test results for testholes #1 and #2 dated 2.9-91 and testhole #3 dated 7-30-92 (Sheets 2-4). High groundwater has been documented at THI, and in fact the lot was at one time deemed "possibly totally undevelopable" by Susan Oswalt of your department due to ponded surface water she observed on the property in 1992. See letter dated 4-27-92 in your files for more information. Additional monitoring data was collected since that time by S & S Engineering (as reported in 6-11-93 letter) and by me between 4-22-94 and 7-27-94 and indicates that the groundwater is not as serious a problem as Ms. Oswalt's letter relates. See groundwater and testhole summary, Sheet 5. Although there were groundwater levels at THl that would warrant an elevated disposal bed in that area of the lot, groundwater never reached the bottom of TH3 during the monitoring periods. Please note that TH2 was destroyed in 1993 and so no additional data is available for that area. Thus, from a purely "groundwater standpoint", the site would support a conventional absorption system, and a mound is not necessary. From a soils standpoint, however, the site would require a sizable drainfield for 600 gal/day of wastewater. Assuming a 5 -Foot -wide deep trench with 4.6 feet of gravel below the distribution pipe, 133 L.F. of trench would be needed. With the incorporation of the intermittent filter, only 30 L.F. of trench will be required. See drainfield requirements, Sheet 6. Please note that although the drainfield could have been configured differently to achieve the same absorption area, a short, deep trench was selected because it would provide the simplest means for conversion to a conventional system, should that become necessary. The proposed crushed glass filter would be constructed in the much the same manner as the intermittent sand filters described in the Municipality's "Intermittent Sand Filter . Design, Installation, and Maintenance Manual," prepared by Eagle River Engineering Services. The main difference is the loading rate: a maximum of 4.0 gpd/ft2, as opposed to 2.0 gpd/ft2. There may also be a differences in the gradation of the filter media: we will be using glass crushed by Elmendorf s Endella that has been screened to remove everything larger than a #4 mesh. A gradation curve for the material will be provided once one is available -- mid-October or so, as the screening plant is currently out of town. The final product will be approved by your department prior to placing it in the filter. Construction Specifications Work shall be done in accordance with the following: • Municipal Code, Chapters 15.55 and 15.65 • State of Alaska Wastewater Disposal Regulations (18AAC72) • Section V of the ISF Manual, "Construction Guidelines" Inspections and As_Builts Inspections shall be performed and as -built information provided according to Section III of the ISF Manual. Monitoring Once the system becomes operational, filter effluent will be tested on a monthly basis for one year. The parameters to be measured are BOD, TSS, fecal coliform, NH3-N, and NO3-N. The samples will be collected by either DEC personnel, University of Alaska students, me, or as otherwise directed by your department. In addition to the above chemical/biological tests, we intend to monitor the outflow of fines from the filter. A removable screened basket will be placed in the sampling well so that a general assessment of the situation can be mads: and any fines that are intercepted can be disposed of. If you have any questions or require Sincerely, n �� Shelley Williams, P.E, information, please call me at 346-3767, 00 ;IV TO '.f1t si�di.v 3�yvnu CE -6985 LOT 4 PP �/ Ode/ X ryo \ CEA PROPOSED DK CRUSHED GLASS INTERMITTENT FILTER No 10. 01 A. O v 5a /PROPOSED WIDE DEEP I TRENCH TH3 REDAR LOT 3 6EMEN naT�ucUon' LOT' 5 \CIP.n..,i�`PROPOSED1500-GALLON \ RE SEPTIC TANKw/LIFE STATION TH1JD. .>� )b0 ?s b6 I HOLDING TANK / LOT 6 R=50' LOT 8 LOT 7 LOT 5 BLK 1 THE LANDINGS PROPOSED SEPTIC SYSTEM September 16, 1997 —� PREPARED BY: SCALE: SHELLEY WILLIAMS, P.E. 1 , 4 O 11001 Ridgeerest Drive Anchorage, Alaska 99516 SHEET 1 OF 16�SITE PLAN oww 00 44 nnn 'Sul rn11••nri/ p-� Jol�`., k GI�U•nC�WC1,Cl' 1. -y\C4 6n5 -1"I-I TI -1 2 -1`y 3 fr1 kp - Uvt I O b$en/( A x•51 51ev 91.3 z' —I ,lpr -jD min/�yi U V bep#i+b 1 Dake- >� itig�As, Level obs Appox II' G18v- &0.3 bep#i+b (qW Dake- I 1�2Sirnye� ih i '9�) ; m wtd v. 48 min�in �,,;.• Now /�i,V erica obse.ved DerH: +o G� to Oro WWxxW WOO 000 nnrNi LJ Dr-Qik,-(Meld 'Re rU-ireMerl S oda- s slacl I Tk�- LAviloys 4 bedYno ISO gal�rinr� _ (000 3,AIA" c6csigh -low joie rc<s I. 4b i -tel', sr appl cad rn a:lz -j� c,A„uw-I;a,Ioj sys�ery deed trerc� ��cf5 9rd� �kZ, C6)-lvenrdi"6d hue would 00 (� oras ` 133 3I•' . o�bsor�Hm� are, e'— W'% �- c. Wi�6 deep +rzmA , vj -+tl LH' gravel below pike. t.ehr�l� n� clrulhneld -COY- C-mvev,4;6nat S S{e 1333 x o,S (r IAACAiem -PACIT-) appkca-116r) rc.�t For eP4P(«,e.n+ +ka-1 IFAS kad Sec arda I rPalmt,p+ (in{-trYy\ i ,n4- ��r) Nakura I -I-yrvck „ weep Tr LV1G✓1 i�t�/' CSS�d ,� (,'Y1 �L �Y1D A: LR'i'J AN D4 II1, PrVV C �M 1^CC I UvO, 6r y 2,0 300 `6. (fir>Sumiv,j 5 wide do_ep hreoch vi i-141 0(ewel 6elovv Pine 300 f'Jot-e any 1-1) c�rnve�,-hov�ol syske.� l na ♦•;I{ci� wclAIrk �je CAn t>h c Ot-DUIILW!l ei lood n,a (r SI460T �) of Ib LI herr6 19.9 P,•rr,v„ 4 Tui 5 wide do_ep hreoch vi i-141 0(ewel 6elovv Pine 300 f'Jot-e any 1-1) c�rnve�,-hov�ol syske.� l na ♦•;I{ci� wclAIrk �je CAn t>h c Ot-DUIILW!l ei lood n,a (r SI460T �) of Ib CL M 0 / \ _ } - / \ ) ƒ 2 k< \ / — } 0 G \ � /« / 0 \/}'U $/ & Q/\R ƒ : \`=H {\� z 9 « \ M \. ~ \ƒ�T » (\{ } , \ } ��$ \ } / N o J A1/j\/ 'baa Ids mmmA� © mw / T. ` / < \ _ } - / \ ) ƒ 2 / } 2 / — } 0 G \ � /« / / \/}'U Q/\R ƒ : \`=H « £$ate z > {\go In « \ M \. ~ \ƒ�T » o.±o \ ��$ N o J % -0 !/ }) � �\I \ � a Municipality ®f Anchorage Department of Health and Human Services xraocsaxX 825 U' Street P.O. Box 196659432} gg1rage. Alaska 99519-6650 July 6, 1994 Daniel J 7 jeannie Fussner 16301 Nickleen Street Anchorage, Alaska 99516 5214 Subject: Lot 5 Block 1 The Landings Subdivision Permit #SW930200, PID #020-061-12 The subject permit, issued July 6, 1993 by this office for a single family well and/or on-site wastewater system, has expired as of July 6, 1994. A new permit must be obtained from this office for a well and/or on-site wastewater system NOT installed by the expiration date. If you have drilled the well, a well log must be sent to this office for documentation of the installation and to close the permit. If a licensed Professional Engineer has inspected the installation of the on-site wastewater system, the original as -built inspection report must be sent to this office for review, approval and documentation. All inspection reports must be submitted within 30 days of construction completion. When applying for a new permit, the fees are: $320.00 for an on-site wastewater permit; $120.00 for a well permit and $440.00 for a combined on-site wastewater and well permit. If you have any questions, please call this office at 343-4744. S' cere:Ly, s oil aures Cross Acting Program Manager On-site Services cc: S & S Engineering MUNICIPALITY OF ANCHORAGE DEPARTMENT OF HEALTH AND HUMAN SERVICES P.O. BOX 196650, 825 "L" STREET, ROOM 502 ANCHORAGE, ALASKA 99519-6650 ON-SITE WELL AND WASTEWATER DISPOSAL SYSTEM PERMIT PERMIT NUMBER:SW930200 DESIGN ENGINEER:S & S ENGINEERING OWNER NAME:FUSSNER DANIEL J & JEANNIE OWNER ADDRESS:16301 NICKLEEN ST ANCHORAGE AK 99516 PARCEL ID:02006112 LEGAL DESCRIPTION: THE LANDINGS BLK LOT SIZE: 28442 (SQ. FT.) NUMBER OF BEDROOMS: 3 THIS PERMIT: 3 1 LT 5 THIS PERMIT IS FOR THE CONTRUCTION OF: DISPOSAL FIELD /SEPTIC TANK / WELL SYSTEM ALL CONSTRUCTION MUST BE IN ACCORDANCE WITH: PAGE 1 OF 1 DATE ISSUED: 7/06/93 EXPIRATION DATE: 7/06/94 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 DHHS AT LEAST 2 HOURS PRIOR TO EACH INSPECTION. PROVIDE NOTIFICATION BY CALLING 343-4329 OR 343-4681 AFTER BUSINESS HOURS 4. FROM OCTOBER 15 TO APRIL 15 A SUBSURFACE SOIL ABSORPTION SYSTEM UNDER CONSTRUCTION DURING FREEZING WEATHER MUST BE EITHER: A. OPENED AND CLOSED ON THE SAME DAY B. COVERED, SEALED AND HEATED TO PREVENT FREEZING 5. THE FOLLOWING SPECIAL PROVISIONS. SPECIAI, PROVISIONS: RECEIVED BY: DATE: V?1�3 ISSUED BY: DATE: I b CI3 N k Al June 11,1993 ROBERT SHAFER, P.E. ROGER SHAFER, P.E. CIVIL ENGINEERS (907) 694-2979 FAX 694-1211 HEALTH AUTHORITY APPROVALS IZ E \,1�` E I V E D MUNICIPALITY OF ANCHORAGE Department ob Heatth and Human SeAvicu Attn: Susan Oswakd JUN 1 1 1993 P.O. Box 196650 SEWER &WATER Anchorage, AK 99519 (VI, UITic•:; MAIN EXTENSIONS dept. Health :& HUmanlSoeg©es REFERENCE: Lot 5; Btoeh 1; The 1_andings Dean Susan, SEWER & WATER INSPECTION water monitoring on test holes: 01 - 6z beet 4+ 0 02 9 03 - dhy .A ENGINEERING STUDIES Revised design as submitted shoued provide an adequate system and AND REPORTS meets att septic di6t)tibution requilcemen ts., Zb you have any questions on Kequ,ine additi.onat inbormattion, please contact us. WELL INSPECTION B FLOW TEST cin L�py' SITE PLANS ROAD DESIGN V SOIL TEST PERCOLATION TEST STRUCTURAL& MECHANICAL INSPECTIONS ON SITE WASTE WATER DISPOSAL SYSTEM DESIGN ERT A. SHAFER /gh 17034 NORTH EAGLE RIVER LOOP • SUITE 204 • EAGLE RIVER, ALASKA 99577 IAB r September 11, 1992 t� F9�<E pry ER. PV PSV'P Susan Oswalt HEALTH APPROVALS AUTHORITY Mun.ici.pati.ty ob Anchonage DEPARTMENT OF HEALTH AND HUMAN SERVICES 825 L Street P.O. Box 196650 SEWERS WATER Anchonage, AZas12a 99519-6650 MAIN EXTENSIONS REFERENCE: Lot 5; BZoeh 1; The Landings ROBERT SHAFER. P E ROGER SHAFER. P.E. CIVIL ENGINEERS (907)694-2979 FAX 694.1211 RECEIVED SEP 11 1992 fVfulllCjPl.hly of ARchorage Dept. Health & HumaR Services SEWER &WATER n INSPECTION Dn ean Susan, In response to your Zetten dated Ap,%i.t 27, 1992 to Dan.ieZ J. Fussnen denying a septic permit on .the neUeneneed pnapenty, we. submit .the ENGINEERING STUDIES attached ne-design bac your nevieJw. AND REPORTS The new proposed Zeaeh6ietd is elongated and inetudes pnessune dCst/ri,bution., we aao propose .the lnsta tation oU a 5 {t.:thick sandy gaaveZ Zayea to eeevate the Zeaehbietd above 6easonatty high WELL INSPECTION gnoundwaten Zevets.. 8 FLOW TEST IU you have any questions on nequi.ne additionat, inbonmat.ion bon your aev.iew, please contact us., SITE PLANS ROGER J., SHAFER, P. E. ROAD DESIGN I RIS/gm SOIL TEST PERCOLATION TEST STRUCTURAL& MECHANICAL INSPECTIONS ON SITE WASTEWATER DISPOSAL SYSTEM DESIGN 17034 EAGLE RIVER LOOP, SUITE 204, EAGLE RIVER, ALASKA 99577 Municipality ®f Anchorage [department of Health and Human Services Tom rink, 825 "L" Street Mayor P.O. Box 196650 Anchorage, Alaska 99519-6650 April 27, 1992 Mr. Daniel J. Fus5ner 16301 NiclKleen Street Anchorage, AlaslKa 99516 Subject: Lot 5, The Landings S/D Dear Mr. Fussner: I am in receipt of your application for sewer/well permit for the above property. As you may ]Know, one of the requirements for a permit is water monitoring. The soil tests submitted showed a water table at -7.0 feet, recorded in February, 1991. This morning I observed water standing in both monitoring tubes at about -1.0 feet. In addition, a battery operated pump was installed in the depression around Testhole 112 and was pumping water from the depression into the driveway area. It was not substantially lowering the water. We are formally denying your permit application. It appears that this lot may be totally undevelopable. However, your engineer may propose an alternate design and resubmit it for review at no additional cost. If you have any questions, please contact me at 343-4718. Sincerely, Susan Oswalt On -Site Services cc: S & S Engineering John Smith, P. E., Mgr., on -Site Services /ossl24 Municipality of Anchorage DEPARTMENT OF HEALTH & HUMAN SE=RVICES 825 "L" Street, Anchorage, Alaska 99502-0650 SOILS LOG — PERCOLATION TEST PERFORMED FOR: f V DATE LEGAL DESCRIPTION: Township, Range, Section: SLOPE � SITE PLAN 7 % s <L 9 10- 11 12 13- 14- 15- 16 3141516 17 18- 19 HL- 160 WAS GROUND WATER C7 ENCOUNTERED? _ 5 IF YES, AT WHAT L O DEPTH? P— — 4# E Depth to Water, pilar r�,L Mon Date: JL— Reading Date Gross Time Net Time Depth to Net Water Drop 4 z 'v S 20 �J — PERCOLATION RATE -�,f v (minutes/inch) PERC ROLE DIAMETER TEST RUN BETWEEN _ 1v — FT AND FT p�1 COMMENTS �"'t '' - n , &-gI t �1'� — Y- � �j I � PERFORMED BY: - S & S ENGINEERINf3 I I t /., CERTIFY THAT THIS TEST WAS PERFORMED IN A1703g4� qE,arle River Loop Road No. 20� ACCORDANCE WITH ghbMiifi�6�t���KU 772//GUIDELINES IN EFFECT ON THIS DATE. DATE: 72-008 (Rev. 4185) tT'AW`n®� S �e�°o n o � oZf7q M1 W ��(��AA°oo♦° � 6 i [ ooa 41 O h O 1 p 6T °oPo e i w`n <4�1 QB�aOa 4°° 2a`� lul -q ♦ N l , O N � v o 5 w O � � a � y 2` L ^\ Q J Lo O LO J n w O 00 2 i 12 J ti� �1 v w 4 0.y , W W O _ f� R z , C7 1O w Q O � , t 1 O J enC' s 2 e F O i Ctt U q( P s�� � u .a7iJObdi �idi3o � 3'ItlOS-- a 0/ _ ..� $ O" W i J Q L- �W N � h aat r $ Nm b ® � Jpp UQZ ® S $ °—'`D• O pp LL: p: p QM °wzci .0 OIL ® � ha h QW W WIO zO Q 1 4 Z "` J O V O h J QJj0.� 4 Q. JJ Q M J p O Q- p m J I r W Q Q� y o� m Nz�Qp S�Q� �tih Qo QaJ V) O O z J \0 3 h ui O Lo \J / �mx m' Wm ��c5 J am LU C) 3 9y / b \ o W Q Z \•F , w� / w o U JJ j o� N VI N V W 3ltl�S n c �avvodn w -`` JUN 3 0 2015 3 �`• Mumci A of Anchor a Jit ter a Stewater Progr iV (907) 43I� 04 OC 6 B b9 .. .... Certificate of On -Site Systems Approval Parcel I.D. 020-061-12 Expiration Date: 1. GENERAL INFORMATION ((j� ) Complete legal description T) JJ A' c�,. S Location (site address) 16101 WINDJAMMER CIRCLE *ANCHORAGE, AK Current Property owner(s) ANTHONY KNAPP Mailing address Real Estate Agent Day phone 317-9152 16101 WINDJAMMER CIRCLE "ANCHORAGE, AK SHANNON COLEMAN 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: Individual Well lid Individual Water Storage ❑ Community Class_ Well ❑ Public Water System ❑ WaiverNariance request for: N/A Day phone 250-2558 TYPE OF WASTEWATER DISPOSAL: Individual lid Holding Tank ❑ Community ❑ Public Sewer ❑ Received by: Date: 7 (/+'7— COSA to be released to the engineer, unless otherwise requested by the engineer. COSA Fee $ 9W ('00 Date of Payment M//`!5 Receipt Number 0-m 2YG COSA# OSG' 151329 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. Phone (907) 337-6179 Address 3701 E. Tudor Rd., Suite 101 Anchorage AK 99507-3246 If Engineer's Printed Name Jeffrey A. Gayness Date W le) 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 Municipality of Anchorage and industrypractices. The reported results describe the condition of the. system/s on the date/s of the evaluation. Separation distances were measured to readily identifiable features. Hidden defects or encroachments may exist that were not identified during the a valuation. The operational life of all wells and septic systems depend on a vadety of variables including, but not limited to, soil conditions, groundwater levels (that may fluctuate during the year), quality of construction (materials and workmanship), and the water usage of the family utilizing the systems. These conditions can vary, and are outside the control of GEG. Satisfactory test results do not guarantee future performance of the system/s; therefore, GEG makes no warranty (express or implied) regarding the future performance of the well or septic system. GEG makes no representation whether an altemative well or septic system can be installed on the property in the event either of the current systems fail. The content of this report is for the sole benefit of the person/party who retained GEG. Reliance upon the information provided in this report by any other person or party, including but not limited to subsequent property purchasers, is not authorized. In short, GEG disavows any legal duty to anyone other than the person/party who paid for this report 6. DSD SIGNATURE System #1 Approved for bedrooms System #2 Approved for Disapproved Conditional approval for bedrooms bedrooms, with the following upon the representations given in paragraph 5 by an independent professional civil engineer registered in the State of Alaska. The Municipality of Anchorage is not responsible for errors or omissions in the professional engineer's work. -- Q ��Y tOFt rvcy ,� ON-SITE m WATER AND WASTEWATER o PROGRAM Original Certificate Date: 7. ATTACHMENTS: COSA Checklist Septic System Advisory Well Flow Advisory COSAbluesheM 9-1-12,doc �L Nitrate Advisory Arsenic Advisory Other T ✓ J-a'1�4 9-utli e, 3; 2 g /s- 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: THE LANDINGS; BLOCK 1, LOT 5 A. WELL DATA Well type PRIVATE If A, B, or C provide PWSID# N/A Date completed 9/15/1993 Sanitary seal (Y/N) YES Total depth 80 ft. Date of test Static water level Cased to 57 ft. FROM WELL LOG 9/15/1993 UNK ft. Parcel ID: 020-061-12 Well Log (Y/N) YES Wires properly protected (Y/N) YES Casing height (above ground) 12+ in. AT INSPECTION 4/4/2015 26 ft. Well production 2.0 g,p,m. 1.05+ g.p.m. WATER SAMPLE RESULTS: Coliform 0 colonies/100 ml. Nitrate ND mg./L. Collected by: GEG. Ltd. Arsenic: ND ug./L. Date of sample: 4/15/2015 B. SEPTIC/HOLDING TANK DATA Tank Type/Material SEPTIC/STEEL Tank size 1500 gal. Number of Compartments E �-Il g Date installed -44244-4)QS Cleanouts(Y/N) YES Foundation cleanout (Y/N) YES Depression over tank (Y/N) NO High water alarm (Y/N) N/A Date of pumping 4&Llr Pumper A+ 1' ""'e- 5�--w;44 C. ABSORPTION FIELD DATA Date installed 5/1998 Soil rating (g.p.d./fPo /bdr ***2.0 System type SHALLOW TRENCH Length 60 ft. Width 5 ft. Gravel below pipe 0.5 ft. Total depth *4.08 ft. Eff. absorption area340 ft2 Monitoring tube YES Depression over field NO Date of adequacy test , 6/3/2015 Results (Pass/Fail) PASS For 4 bedrooms Fluid depth in absorption field before test 0 in. Water added 600 gal New depth ** in. Elapsed Time: ** min. Final fluid depth ** in. Absorption rate>= **600 g.p.d. Any rejuvenation treatment (past 12 mo.) (Y/N & type) TERRALIFT If yes, give date4 30 2015 **SEE ATTACHED LETTER REGARDING SEPTIC TEST ***NEW CAT III QUANICS AEROCELL COMPONENTS INSTALLED ON 6/19/2015 2008 GLASS INTERMITTENT DOSING FILTER WAS SURCHARGED - WILL BE USED AS A STANDBY SYSTEM D. LIFT STATION Date installed - Size in gallons Manhole/Aooess (YM "Pump on" level at in. "Pump off" level a_t_ igh water alarm level at in. Cycles tested Meets alarm & circuit requirements? E. SEPARATION DISTANCES SEPARATION DISTANCES FROM WELL ON LOT TO: Septic tankilift station on lot 100'+ On adjacent lots 100'+ Absorption field on lot 100'+ Public sewer main 75'+ Sewer /septic service line 25'+ On adjacent lots Public sewer manhole/cleanout 100'+ Holding tank _ 75'+ Animal containment areas 50'+ 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 10'+ Water service line 10'+ Surface water 100'+ Wells on adjacent lots 100'+ SEPARATION DISTANCE FROM ABSORPTION FIELD ON LOT TO: Property line 10'+ Building foundation 10'+ Water main 10'+ . Water service line 10'+ Surface water 100'+ Driveway, F%irking/vehide storege 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 COSA guidelines in effect on this date. Engineer's Printed Name JEFFREY A. GARNESS Date 6 /is - (Rev. 11/05) m � cavi 49 TH SHANE A HOLT L55B19 -^ _ AS -BURT SURVEY i"=30' �I HEREBY CERTIFY THAT I HAVE PERFORMED A SURVEY OF THE FOLLOWING DESCRIBED PROPERTY LOT 5,BLOCK 1, THE LANDINGS SUB. ( PLAT 69-3]) ANCHORAGE RECORDING DISTRICT, ALASKA, AND THAT THE VISIBLE IMPROVEMENTS SITUATED THEREON ARE WITHIN THE PROPERTY LINES AND NO VISIBLE ENCROACHMENTS E%IST OTHERTHAN NOTED. DATED AT ANCHORAGE,ALASKA THIS 23 RD DAY OF _ JUNE , 2015. 6W g6HgEW DP1YF 1.3Aln�AP 99515 E.._ GARNESS ENGINEERING GROUP Ltd & ENVIRONMENTAL ENGINEERS '�=�-s-- -. June 25th, 2015 Municipality of Anchorage Development Service Department On -Site Water & Wastewater Program 4700 Elmore Road Anchorage, AK 99507 Ref: Drainfield Absorption Capacity - The Landings, Block 1, Lot 5 To whom it may concern: Per G.E.G. inspection on 4/21/2015 it was determined the existing drainfield and lined glass filter were in a state of failure. The existing drainfield was Terralifted on 4/30/2015. On 6/3/2015 (30+ days after the system was Terralifted), the liquid level in the monitoring tube was 0 inches, however, based upon our elevation shots, the monitoring tube only appears to extend 3.5" into the effective depth. After introducing 500 gallons of water, the liquid level in the monitoring tube rose to 7 inches (about 0.5" below the top of the lateral). After 245 min of not introducing water into the system, the liquid level in the monitoring tube dropped to 5.5 inches (two (2) inches below the top of the distribution line). Over a period of 20 min, 100 gallons of water was then introduced into the system raising the liquid level back to 7 inches in the monitoring tube. This indicates that over a period of 265 minutes, the system absorbed 100 gallons of water; which corresponds to an absorption rate of 543 gallons per day. During the recovery period the surcharged lined glass filter was constantly dribbling effluent into the existing drainfield, at an estimated rate of several cups per minute. With this fact taken into consideration, the drainfield absoportion rate apprears to be 600+ gallons per day; however, it must be filled to 100% capacity in order to achieve this absorption rate. It should also be noted that during the test no water was flowing back into sample port, which lies between the glass filter and the drainfield. Sincerely, P.E., M.S. 3701 East Tudor Road, Suite 101 *Anchorage, Alaska 99507-1259 Phone: (907) 337.6179 * Fax: (907) 338-3246 * Website: www.garnessengineering.com ADVANCED WASTEWATER TREATMENT SYSTEM MAINTENANCE AND REPAIR AGREEMENT BETWEEN MUNICIPALITY OF ANCHORAGE AND -+--72,a"�%% W`Gsv-- THIS MAINTENANCE AND REPAIR AGREEMENT made and entered into as of this 2 6 Day of Ik r of 201 S, by and between n Hw ct3 P +� 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 (AWWTS), described as (QA" L4 A --� cta located at (legal description). !t Zan!& _, 1-1; 31 2. Definitions. 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. 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. 8. 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: (signature) Date: 6l 28 1 s— 'fizz" cr s Gd ve:st (print name) STATE OF ALASKA ) ) ss. THIRD JUDICIAL DISTRICT ) The foregoin'e strument was a 20/<byknowledged before me thi p day of�% N/(�L���i�� My Commission expires: MUNICIPALITY: Un 01,11 Is OOTAgy'•9 P'�. N "liBUG Qc t ���� :F OF PLP, 4_ r/f' ls9jn Exp106'-i:: Date: name) Title: ()_(LA_4k_A- Municipality of Anchorage I�1I'"' ��Ot •6. -- Development Services Department Building Safety Division On -Site Water and Wastewater Program , r 4700 Elmore Road r P.O. Box 196650 RUSH Anchorage, AK 99507 www.muni.org/onsite t (907) 343-7904 CERTIFICATE OF ON-SITE SYSTEMS APPROVAL . FOR A SINGLE FAMILY DWELLING Parcel I.D. 020-061-12 1. GENERAL INFORMATION COSA# 0Ro1®3 Expiration Date: 7- a 3-08 Complete legal description Lot 5, Block 1, The Landings Subdivision Location (site address) 16101 Windjammer Cirde Anchorage, AK 99516 Current Property owner(s) Daniel and Jeannie Fussrmr Day phone 301-7903 Mailing address 16101Windjammer Circle, Anchorage, AK 99516 Lending agency Day phone Mailing address Real Estate Agent Day phone Mailing Address Unless otherwise requested, COSA will be held by DSD for pickup. 2. rasa . , A 00r BEDR.)OMS: 3. TYPE OF WATER SUPPLY: Individual Well R1 Individual Water Storage ❑ Community Class Well ❑ Public Water System ❑ .wa (4) .. . TYPE OF WASTEWATER DISPOSAL: Individual On-site❑ . Individual Holding Tank ❑ Community On-site ❑ Public Sewer ❑ The Municipality of Anchorage Development Services Department (DSD) issues Certificates of Onsite Systems Approval (COSA) based only upon the representations given in paragraph 4 by an independent professional civil engineer registered in the State of Alaska. Certificates of On -Sita Systems Approval are required for the transfer of title (except between spouses) for properties served by a single-family on-site wastewater disposal and/or water supply system. DSD also issues COSAs upon request to homeowners. Certificates of Onsite Systems Approval are valid for 90 days from the date of issue for properties served by a private or Class C well and may be reissued with new water sample results. (Certificates may be reissued for a periad of up to one year with valid water samples.) Certificates are valid for one year for properties served by Class A or B wells or a public water system. The Municipality of Anchorage is not responsible for errors or omissions in the professional engineer's work. 4. STATEMENT OF INSPECTION BY ENGINEER As certified by my seal affixed hereto and as of the validation date shown below, 1 verify that my investigation, based on procedures outlined in the Certificate of Onsite Systems Approval Guidelines for this application, shows that the on water supply and/or wastewater disposal system is (are) safe, functional and adequate for the numbe ms and type of structure indicated herein. I further verify thq based -on the information obtained unicipality of Anchorage files and from my investigation and inspi o`th'p n " water Supp astewater disposal system is(are) in compliance with all applicable Munichp�f a i State codes, ordinaa , and regulations in effect at the time of installation. Name of Firm Anderson Engineering Address P.O. Box 240773 Anchorage, AK 99524 Engineers Printed Name Michael E. Anderson, PF - 6. DSD SIGNATURE Approved for __q__ bedrooms. Disapproved. Phone 522 -TM Date 4/22/2008 Conditional approval for bedrooms, with the following stipulations: ..__.. _, _ ...._ ._ ;��V��. z4i :• ONSITF Pt_ PROGRAM Attachments: NTSJ,t. COSA Checklist X Arsenic Advisory Septic System Advisory Maintenance Agreements Well Flow Advisory Supplemental Engineers Report Nitrate Advisory Other By:&L -Z �! ;T Original Certificate Date: (Rw. 1IM5) Municipality of Anchorage • Development Services Department = Building Safety Division = On-Sfte Water & Wastewater Program 4700 Elmore Road P.O. Box 196650 Anchorage, AK 99507 www.muni.org/onske (907)343-7904 CERTIFICATE OF ON-SITE SYSTEMS APPROVAL CHECKLIST Legal Description: Lot Block The Landings Subdivision Parcel ID: 020-061-12 A. WELL DATA Well type Private If A, B, or C provide PWSID # _ Well Log (Y/N) Y Date completed 9115193 Sanitary seal (YM) Y Wires property protected (Y/N) Y Total depth _L_ft- Cared to 5Z ft. Casing height (above gmund) •>18 in FROM WELL LOG AT INSPECTION Date of test 9115/93 4202008 Static water level 55 fL 49 R Well production 2 g.p.m. 2.5 9— p.m-WATER SAMPLE RESULTS: Coliform 0 colonies/100 mL Nitrate Nro mg/L Other bacteria 0 colonies/100 mL Arsenic: ugn Date of sample: 41158 Collected by: A. Harala B. SEPTICIHOLDING TANK DATA T.qnk Type/Material STEP/Steei _. Date installed'.;SM998 .._ .w. Tank size 1,500 gal. Number of Compartments T1Aee Cleanouts (Y/N) Y Foundation cleanout (Y/N) Y Depression over tank (YM) N High water alarm (Y/N) Y Date of pumping 4109/08 Pumper A Plus Home Services C. ABSORPTION FIELD DATA Date installed 5„998 Soil rating (g.p.d./ft crfe/bdrn)L0GPDtSF System type 5•wdeTrench— Length 60 IL Width 5 ft. Gravel below pipe .5 fL Total depth 5 fL Eff. absorption area 300 . flz Monitoring tube Y Depression over field 'N Date of adequacy test 4202008 Results (Pass/Fail) Pass For 4 bedrooms Fluid depth in absorption field before test 0 in. Water added 620 gal. New depth 6' in. Elapsed Time: 1.140 min. Final fluid depth 0 in. Absorption rate >= 600 g.p.d. Any rejuvenation treatment (past 12 mo.) (Y/N & type) N If yes, give date D. LIFT STATION Date installed 5/1998 Size in gallons 250 Manhole/Access (Y/N) Y 'Pump on' level at 46 in. 'Pump ofr level at 42 in. High water alar level at 5o in. Datum Bottom of Tank Cycles tested 5 Meets alar & circult requirements? Y E. SEPARATION DISTANCES SEPARATION DISTANCES FROM WELL ON LOT TO: Septic tank/lift station on lot >100' On adjacent lots >100• Absorption field on lot >100' On adjacent lots >100' Public sewer main N/A Public sewer manholetcleanout NIA Sewer/septic service line >25' Holding tank NIA Animal containment areas None Manure/animal excrete storage areas None SEPARATION DISTANCES FROM SEPTIC/HOLDING TANK ON LOT TO: Building foundation >5' Property line >5' Absorption field >6 Water main N/A Water service line >10• Surface water >too Wells on adjacent lots >100• SEPARATION DISTANCE FROM ABSORPTION FIELD ON LOT TO: Property line >10' Building foundation >10' Water main >to' Water Service line >10• Surface water >100' Driveway parking/vehide storage >25' Curtain diain None Noted Wells on adjacent lots >100- F. COMMENTS: Septic System includes a 14'x14' crushed glass filter with air pump. G. ENGINEER'S CERTIFICATION I certify that 1 have determined through field inspections and 4 to! a review of Municipal records that the above systems are in %� conformance with MOA COSA guidelines in effect on this date. _ _Mz MICHAEL E. ANDERSON F4 Engineers Printed Name Michael E. Anderson. P.E. • c+ ; t., 1� Jf �• No. CG -<7e, •. �9' ..b'�': Date 4/222008 COSA Fee $ Date of Payment Receipt Number /oaf 3 (Rev. 11105) Waiver Fee $ _ 'Date of Payment Receipt Number. SGS RCEN 1081509001 Client Name Anderson Engineering Project Name/H L5 B I The Landings SID Client Sample ID Bathroom Sink Matrix Drinking Water PWSID 0 Sample Remarks: All Dates/Thrits arc Alaska Standard Time Printed Datelrime 04/22/2008 10:24 Collected Datelrime 04/15/2008 16:07 Received Datelrime 04/15/2008 16:40 Technical Director Stephen C. Pile Allowable Thep Analysis parameter Results PQL Units Method Contains ID Limits Date Date Init ?i:._...biolo<iy �;2aratc.ry Colony Count 0 wlIl00mL SM209222B Total Coliform 0 wU100mL SM209222B fccalColiform 0 wUl00mL SM209222B - PRELIMINARY - A (<200) A (<I) A (<I) 04/15/08 DLC 04/15/08 DLC 04/15/08 DLC SGS Ref.N 1081509002 Client Name Anderson Engineering Project Name/N L5 131 The Landings SID Client Sample m Exterior I lose Bib Sfatrit Drinking Water PWSID 0 Samplc Remarks: All DatestTimes are Alaska Standard Time Printed Date/Time 04/2712008 10:24 Collected DatdTime 04/152008 16:09 Received Date/Time 04/152008 16:40 Technical Director Stephen C. Ede Allowable Picp Analysis parameter Rmults POI- Units Mcdaat Container ID Limits Date Date [nit Waters Dep.rtment —• - Total Nitrat&Nitritc-N ND 0.100 mg/L SM204500NO3-P A (<10) -PRELIMINARY- 04/16108 LCP mu .r w wrw n. .......... .+w.w�. ... LEGEND \ 49 tidaooamad Br CSPMXWMW O Raaotoad SWRmir OtvaefeK LOT 4 SrlpSt Syrrn Oar.►at a7 Yene6o+Pre a" Sopk Tart-- - Ow — Npt Ca lw lie of OMbmd Pbleer LbW See Wee 2 ......... CbrAwLine p1CrAEmmwn lPlrDetra*fwn OCal f&wR%w-See Taab \ 0 S 100 .SGALf. 1N F= _ HousEDE:rmL 2'-=vy Fm'Homme M. r•• LOT 3 \ �� /crawl 6 /O Pod — 1P Mel tam-,' oK Ob tl LO 4 -Lw .. •t ../_ L LOT 6 0-1 ip N A �_ CURVE DATA TABLE 11 660.1 Dow wmN I Lamm I clow I CW. -ft 9S C nl?r 13M&WO IMAVI 'fiaQ N3 WF'f,-t (� Q '@7177. 'Ane' 32..4 alt' NTTTWI is WTI Lam' Ru IM1T SST-.Na'l 9� tibi C41 ss70m- —.1 la =-'Wi t2TatN'a-v NOTES cs lw-x � nano asw at.rs sQ-ICG, •: _�._-�•"", wnetol•'.l -Me I M1641m Pts Y- . .. 2- Por twys.. -y Eaesrs: named drdO W at Book =Pafp 367.11=pmpP y is v Le -T. t ibre'luriietler la nkm dad taYplore ins. Mm' of slid eem m d iaW leer m eactlaide d 0e ttserird•.df a Aotl fnel CnW Ltad aalry of0e aswerk e cite Amhmupp-SwAurd PeriW surmy.111m ' Ibe' m frboomfthmsrminimm 'I221eatat 0e retYlmy pmp�7ry ileto am Owkmwly 105 feet et the wueedy pmparty fine. S.fiwld,ur.ey eras pedxnwd. D=mtber 11.2067 and Jan 76.20011 SURVEYOR'S CERTIFICATE 1 helrby amtk1hd 1 he perfotmsd an'es4xM m,rvey of T.of s 13i.a11, �ree iaa. im aVF as el®R ale well MIaAt ma aUe. rt Allttllricerty0eranlhs dale.'ihe ttrpfaellflants Onthis papmtyatesesrdywierirelebeaPd,rtes o/0eparxl, 9raTttlGe ala no arrem=ftmnts upon Ow on, ex I ,prertee,.ard 0e4 0ctc is m appward micierce onatpl .ef mN t'emRir9 a bunlw r4 said paraaL EXCEPT AS NOTED AND S40M FO;ED L y 'C atte mm;wclbLity ofam ucf=4 {{{ b ledtyyropedy fre Idcafarc,Ju determim lte aai��..nm a' easement, oreesakbf that do Not arrear m the-nromed t sbdiwivn fda<. mrclu mm vw kmmnuwne=wset an A oma •n .wwTr .•.r!.fM4imP,?p AMM fI Il9nla7iQRS. 1 ArsBuxa or t Lot.5 Block 1 � t The Landings ln= No. 69-37, Amrhm=�gc Pcc=lin, $Disstd= L=A'tim wmm MOA-Gra3=5 'CONTAINNG APMOX.26•42 co.>= r. :F i ' r�N i;at`iAwLif cc=uwngr. L,a•r . Dana, Jeanne F=m r ' � ,-rrr LYh7W��r Qr.�c TarttlTL' ea'�•l+Iz C �e Amnmave AK 9"26irC-D OATP: �IF.ro�'•i9..i. S+ifr7v' _ :NRrlTrY P. TTA ANDERSON ENGINEERING P.O. BOX 244773 ANCHORAGE,, AK 99524 522-7773 677-7766 (FAX) April 22, 2008 Municipality of Anchorage Development Services Department Building Safety Division 4700 Bragaw Street Anchorage, AK 99507 Attention: Dan Roth, Program Manager On -Site Water and Wastewater 3ubjcct: Lot 1, Block 5, The Landings Subdivision Well and Septic System Construction Dear Dan: The septic system for Lot 1, Block 5, The Landings Subdivision was constructed in May of 1998 under Permit No. SW970382. The system consisted of a 1,500 gallon STEP tank, an intermittent dosing filter with crushed glass media and a 60' long by 5' wide by .5' effective depth absorption trench. The STEP Tank and filter system were purchased from Orenco Systems, Inc. and Anchorage Tank and are considered an Advanced Wastewater Treatment System by the Municipality of Anchorage and regulated by the Municipal Development Services Department, Building Safety Division, On -Site Water and Wastewater Program. The system was constructed by the owner, Mr. Dan Fussner, an experienced equipment operator and mechanical contractor. An inspection report and certified as built was never submitted to the City to close out the permit. We have completed an after the fact report and certified the as built based on the best information available and recent field inspections. Photographs taken at the time of construction were also reviewed to provide additional information as to the quality of construction. These photos are attached for your review. Construction of the system was closely scrutinized by the City, State of Alaska Department of Environmental Conservation (ADEC), Anchorage Tank and representatives of Elmendorf Air Force Base. Formal inspection reports, however, were not recorded. The design engineer, Shelley Williams, P.E. was apparently unaware a certified report was required by the City. The effluent from the system was tested immediately following startup by David Wigglesworth with good results as verbally transmitted to the owners. A written record of the results is not available. Cleanout pipe in the absorption trench and the monitor tube were changed from FIDPE to PVC on April 21. The drain field rock was inspected at that time and found to be clean and free of bio mat buildup. The crushed glass filter is operating as originally designed and appears to be in good condition. Lot 1, Block 5, The Landings Subdivision April 22, 2008 Page Two The lift station has been maintained on a regular basis by the owner, Dan Fussner. A control float was replaced as recently as this spring with others replaced earlier. The tank has been pumped on a regular basis and was last serviced by A Plus Home Services on April 9, 2008. An adequacy test was performed on the absorption trench with passing results. No water was observed in the monitor tube prior to the test. A total of 620 gallons of water was injected into the system and allowed to settle out. The water elevation rose to 6" in the monitor tube and immediately began to dissipate. No water was observed the following day and the trench is capable of absorbing at least 600 gallons of water in a 24 hour period. The septic system is in good condition at this time. It is imperative, however, to continue to maintain the system for optimum results. The lift station should be inspected at least once a year when the septic tank is pumped.- 111- air gauge ur. cr the deck fronting the house. must be:. checked on a regular basis to insure adequate air flow is reaching the filter. The air pump should also be checked regularly and maintained as required. The manufacturer of the system Orenco Systems, Inc. and Anchorage Tank should be consulted to inspect the system on a regular basis. We have attempted to verify the dimensions and location of the septic system based on all information available. We have also tested and inspected the system to determine it is operating as designed. We make no guarantees however, as to the future operating capacity of the system based on our inspection. It has been in service for nearly 10 years. The useful life of this type of system has yet to be determined. Many variables affect the useful life of a system and it is the owner's responsibility to operate and maintain the system in conformance with the manufacturer's (Orenco Systems, Inc. and Anchorage Tank) recommendations. Sincerely, 74,t a,C, E4j"-) Michael E. Anderson, P.E. Attachments