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Home My WebLink AboutBIRCH TREE ESTATES BLK 2 LT 5BIRCH TREE ESTATES BLOCK 2 LOT 5 #017-141-31 MUNICIPALITY OF ANCHORAGE On -Site Water & Wastewater Program FOBox 196650 4700Bmore Road Anchorage, Alaska S951V'O55O Phone: -7904 Fax: (8O7)343-7V8T On -Site Wastewater Disposal SystemPermit Permit Number: OSP261147 Work Type: Septic Upgrade Tax Code Number: 01714131000 Site Legal Address: BIRCH TREEEGTATESBLK 2LT5 B:3037 Site Mailing Address: 5030E145THAVE, Anchorage Owner: FISHER GTEVENA5OY6& Design Engineer: FORGE ENGINEERING This permit is for the construction of: 0 Disposal Field 0 Septic Tank 0 Ho|ding Tank 0 Privy Effective Date: Expiration Date Lot Size in Sq Ft: Total Bedrooms: 6/10/2026 6/10/2027 Non -Public El Water Well El Water Storage All construction shall beinaccordance with: 1. The attached approved design. 2. All requirements specified inAnchorage Municipal code Chapters 1555 and1565 andth State ofAlaska Wastewater Disposal Regulations (1 8AAC72) and Drinking Water Regulations (1 8AAC80) -' The wastewater ---- requires inspections -~''''g the installation.^^The engineer^shall notify the ~~`~'~,'''~''^ Services Department per AMC 15.85. Coodinetmwith On -Site staff regarding preferred method. 4. From October 15toApril 15, a subsurface soil absorption system under construction during freezing weather ohoU be either: o. Opened and Closed on the same day. or b. Covered, sealed, and heated to prevent freezing Issued To: FORGE ENGINEERING Issued By: Curtis Townsend Date: 6/10/2026 : 6/10/2026 --- 41 MUNICIPALITY OF ANCHORAGE Development Services Department Phone: 907-343-7904 On -Site Water & Wastewater Section ON -SITE SEPTIC/WELL PERMIT APPLICATION Parcel I.D. 017-141-31 Property owner(s) Steven Fisher & Ashley Kragness Day phone 907-854-0755 Mailing address PO BOX 110581, Anchorage, AK 99511 Site address 5030 W 145th Ave Legal description Birch Tree Estates, Block 2 Lot 5 Number of Bedrooms 3 Engineering Firm Forge Engineering Building Permit Number Not Applicable ❑■ APPLICATION IS FOR: APPLICATION IS AN: (® all that apply) Disposal Field ❑x Initial ❑ Septic Tank ❑x Upgrade ❑x Holding Tank ❑ Renewal ❑ Privy ❑ Well ❑ Water Storage ❑ THIS APPLICATION INCLUDES A WAIVER REQUEST FOR: -I_ � / Permit/Rush Fees: / >^ Date of Payment: �/ Z Permit No. G S P May 2025 Waiver Fees: Date of Payment: Waiver No. Distance: June 3, 2026 MOA Development Services, On-Site Water & Wastewater Program 4700 Elmore Rd Anchorage, AK 99507 Subject: Birch Tree Estates, Block 2 Lot 5 – 5030 E 145th Ave Septic system design Dear On-Site Services Engineer: The owner of the above lot owns a 3-bedroom home on the property. The home is served by an antiquated “no mound” system. They have had consistent issues with its performance, so we are submitting this permit application to allow for the removal of the no mound liner and the repair of other systems involved in the performance of the system. The attached site plan identifies the location of the home as well as the existing septic locations. No conflicts exist between this proposed system and any other well or septic system, whether on this lot or adjacent lots. Wells on this and adjacent lots are shown. The existing system is a minimum of 100’ from all wells and surface water, and more than 5’ away from the septic tank. Please refer to the attached, plan page for the proposed repair. If this plan is followed, there will be no adverse impacts to adjacent properties. Sincerely, Benjamin Schiller, PE Municipality of Anchorage On-site Water and Wastewater REVIEWED FOR CODE COMPLIANCE OSP261147, Curtis Townsend, 06/10/26 Benjamin Schiller CE 12592REGISTEREDPROFESSION A L E N GINEER 1"=40' CO - CLEANOUT 2CO - DOUBLE CLEANOUT FCO - FOUNDATION CLEANOUT FS - FLOW SPLITTER VALVE MH - MANHOLE MT - MONITORING TUBE SV - SEPTIC VENT TH - TEST HOLE LEGEND BIRCH TREE ESTATES, BLOCK 2 LOT 5 FEET 0 40 80 SEPTIC PLAN 6/3/26 EXISTING WELL w/ 100' RADIUS (TYP) EXISTING DRAINFIELD. REMOVE NO MOUND LINER & AIR SUPPLY VENT MT MT MT MT INSTALL MTs WITHIN 1' OF EACH CORNER OF DRAINFIELD 10' UTILITY EASEMENT 10' UTILITY EASEMENT LOCATE PUMP VAULT, REPAIR AS NEEDED LOCATE 2CO BEFORE TANK. REPAIR AS NEEDED 3- BD R M HO M E E 145TH AVE WELL >100' FROM VIEWPORT WELL >100' FROM VIEWPORT Municipality of Anchorage On-site Water and Wastewater REVIEWED FOR CODE COMPLIANCE OSP261147, Curtis Townsend, 06/10/26 OWNER: By� _ (signature) Date. , g ° � 7 (printname) STATE OF ALASKA ss. ' THIRD JUDICIAL DISTRICT ) The foregoin instrument was acknowledged before me this 9Aday of lu�lG 20 26, by 0vltYat A. W Maw NOTARY PUBLIC FOR ALASKA My Commission expires: t/Z(o Z_ �T?ALITY �t V V _(signature) A '/2018) CAMERON A. WILLIAMS Notary Public State of Alaska My Commission Expires Jan 26, 2027 Date: l� 2 T., (- i , , , . r , — - LRW 5, BORFN 2 BLUFK 7UHH EVWDWHV 28,482 6T. FW. +/- 5030 E. 145WK AYHQXH 2 6WRU\ :RRG FUDPH HRXVH Z/AWWDFKHG 2 CDU GDUDJH 689 43' 44": 150.00 5EC. 689 43' 44": 150.04 0EA6. 60 0 2 5 ' 4 3 " E 1 8 9 . 4 8 0 E A 6 . 60 0 1 6 ' 1 6 " E 1 8 9 . 8 8 5E C . 10 0 2 3 ' 4 5 " : 1 8 9 . 5 2 0 E A 6 . 30.1 86.9 40 . 9 30 . 0 5 . O . : . S E G S S S 28.3 47 . 3 47 . 3 28.3 E OHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHP T 92 . 3 53.9 8.1 12 . 0 189 43' 44"E 150.00 5EC. 189 44' 35"E 149.93 0EA6. 10 0 1 6 ' 1 6 " : 1 8 9 . 8 8 5E C . 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GARNESS ENGINEERING GROUP, Ltd �- —_- ENGINEERING,) SALES o CONSULTING 2i 51,t, , : 6 r,:l %ree T SfafeS September 18, 2018 / RlI,� Z L. -t Municipality of Anchorage On -Site Water & Wastewater Program 4700 Elmore Road Anchorage, Alaska 99519-6650 Re: US Survey 3200, Lot 84 F — COSA — NoMound System In December of 2002 a new and experimental wastewater treatment system was installed on the subject property. The system consists of an Advantex wastewater treatment system and a conventional drainfield that is encapsulated in a pressurized enclosure ("airtight" PVC liner) that serves to lower the groundwater below the drainfield. The enclosure is pressurized (NoMound enclosure) using a small linear air compressor. One (1) PSI of pressure equates to 2.31 feet of water column. In short, one (1) psi of pressure in the enclosure will drop the water table below the drainfield roughly 27 inches. The subject NoMound unit has historically operated at roughly 25 inches of water column (WC) pressure, so as to maintain 4+ feet of separation to groundwater. There are only two NoMound systems in operation in Alaska, and given the use of ERS technology, the NoMound technology is essentially obsolete at this time in Anchorage. Furthermore, under the new MOA On -Site Wastewater regulation, the required separation distance between the bottom of a drainfield served by an AWWTS and groundwater is only 2 feet. At the time of the installation in December of 2002 the required separation to groundwater was 4 feet and the NoMound enclosure was used to create the 4 feet of separation. It is believed that the existing drainfield currently has at least 2 feet of separation to groundwater; therefore, the NoMound enclosure no longer serves any useful purpose and only adds complexity to the system. The best long-term solution would be to remove all or part (like the portion over the top of the drainfield) of the PVC liner that encapsulates the drainfield and convert it to a standard Advantex system. There is only one person in Alaska that has any knowledge or expertise regarding the 3701 East Tudor Road, Suite 101 *Anchorage, Alaska 99507-1259 Phone: (907) 337-6179 * Fax: (907) 338-3246 * Website: www.garnessengineering.com Page 2 of -3 two (2) NoMound systems installed in Alaska. That person is myself, Jeff Garness. I will make myself available on a fee basis to respond to future technical questions regarding the the components and/or operation of the subject NoMound system; however, effective today, I will no longer receive Orenco Vericomm notifications regarding this system, or respond to any alarm conditions. The Advantex Maintenance Tech, Larry Bettis, is familiar with the linear air compressor, pressure gauge, and pressure relief valve on this system, so he should be able to respond to alarm conditions associated with the NoMound components. Please do not hesitate to contact me with questions. Thank you for your time and consideration. M 3701 East Tudor Road, Suite 101 * Anchorage, Alaska 99507-1259 Phone: (907) 337-6179 * Fax: (907) 338-3246 * Website: www.garnessengineering.com Municipality of Anchorage . .� Development Services Department ,j'_` Building Safety Division �= - — i Onsite Water & Wastewater Program, 4700 South Bragaw St. e, ; P.O. Box 196650 Anchorage, AK 99519-6650 www.ci.anchorage.ak.us (907) 343-7904 Page 1 of 4 On-Site Wastewater Disposal System and/or Well Inspection Report Permit Number. SW030186 PID Number. 017-141-31 NOTe' CARLOS CARILLO Wastewater System: ■ New ❑ Upgrade Y Address: 5030 E. 145TH AVE. • ANCHORAGE, AK a 99516 ABSORPTION FIELD Phone: No. of Bedrooms: (907) 563-7423 3 ODsep Trench OShaliow Trench Mod OL,ound ■Other LEGAL DESCRIPTION Sol"'dnip 1.0 Tam Depth trot, a SEE WG. on/sq. f< r,. Block: Lot.• Subdivision: Depth to P" baton frwn orteb,y erode: araM depth Wrath pipes 2 5 BIRCH TREE ESTATES SEE DWG. n 0.6 rt Township: Range•. Section: n added aba,w wtetr,w PwW cm ei W g t — — — SEE DWG. n 45 R WELL: ■ New ❑ Upgrade r w.l waft 10 Nunwer ON 1. 3 Dletw,ae beteme, ens 5.0 ft FL clawiraotbn prbwb, "c. Toa/ Depth Go•d TW Tay abomptlon pipe maWat PRIVATE 107 r 107 ft 450 so. n D 3034/ F-810/ SCH 40 PVC order: Date Drul",Slafo 7/29/2003 lt water terertol 83 er. GEG Ltd. Dab 7/22-29/2003 HEFTY DRILLING n. Twd: perp set AG Cadre "bight Absve %area: TANK 9.0 apu UNKNOWN R 24 e,. SEPARATION DISTANCES 13 Septic 0Hotding OS.T.E.P. ■$Other To Septic Tank Ab' on field Uft Station Holding Tank /Pdwte sewer unse Nwwdadwen ORENCO SYSTEMS Capedy In edam„ 1500 rre,n Well 100'+ 1000+ 1006+ — 25'+ FIBERGLASS y� 2 Surface Water 100'+ loo'+ loot+ — — LIFT STATION Lot Une 5'+ 10'+ 5'+ — — sw in tomer 1500/64 mmdw .. ANCHORAGE TANK ORENCO SYSTEMS Foundation 5'+ 10'+ 5'+ — — m Wy at TIMER 30" Wel at TIMER 30" Kph water earn at 44"/320 Curtain Drain NONE KNOW p+ev Bae. a btoaK /20 OSI 05 HHF o.ewleal RISING SON ELECTRIC Remarks: BENCH MARK teoafan wa Wemlpfwt "THIS IS AND ADVANTEX TREATMENT SYSTEM WITH TOP OF ADVANTEX MANHOLE WITH A NO MOUND"' ENCLOSURE. 101.68 r< eNCINEERe SEAL 000do00 o OF 4 y000 Dates: 1st 7/22/2003 Inspections performed by: GEG Ltd. 2nd 7/25/2003 °• •• •• • • • ••••• ....... 3rd 7/28/2003 4th 7/29/2003 QO A'•, if y one O Q C 79 Development Services De artment Approval O a \Fe`Op 0 0 0 Reviewed and approved by: Dote:Z(' SOD°profsasto�°ate cA.e. ,vo» 4p fesslo P W0 AS-BUILT DRAWING PARCEL017ID NUMBER: SW030166 017-141-31 0186 -�— EAST 145TH AVENUE 1 � I I •� � r I / NEW WELL / \ A B NEW 3 BEDROOM NO E STI 26.66 45.22 US MH1 36.34 50.73 B MH2 36.83 51.05 DELI DBL2 MH3 71.67 61.95 1 � EAGLE RNER NEW 10' K 45' ST ENG. TH12 O RAJNn ELD NEW 1500 GALLON FlBERGLASS ADVANTEX LLI-M M1.25 TREATMENT SYSTEM INCH PRESSURE UNE$EE NEW NoMOUND+ LINER. Y 10' UTIUTY EASEMENT I '1 ----- — — FAGLE RIVER NEW MONITORING TUBE w/ AIR SUPPLY AND HIGH ENC. TN/I I I LEVEL ALARM ASSEMBLY ALTERNATE SITE AP I I -D I I DATE: /DRAWN 4/26/2004 bop6�4 o OF •. 4�0 BY: C.J.G. Y..... -_ __. _ . :.... ., ��•``,. '1/' GARNESS ENGINEERING GROUP, Ltd. CONSULTANTS i GENERAL CONTRACTORS1" — 40, ..... ••••• •• • •••••• ........ D 370, F TUDOR ROAD. SURF 101 • GNCHORGGF. AK 00507 • MONF ("7)331�R0 • FAX (00)7338-3TLA •J Q •..• -. •:.••� PREPARED FOR: PHONE NUMBER: PAGE NUMBER: CARLOS CARRILLO (907) 563-7423 2 OF 4 QO ,j ffr y Ca ss: Q ° 79$3 •' i0 �Q�'/, ' •.,. q"#o,av 'Lv^ro /eaalo�0\ LEGAL DESCRIPTION: BIRCH TREE ESTATES SUBDIVISION; LOT 5, BLOCK 2, TYPE OF WORK:� AS—BUILT DRAWING OF NEW WELL AND SEPTIC SYSTEM 4" 00�� SWO NUMBER: AS-BUILT DRAWING PD017 141 31 1 SW030186 NoMOUND- LINER LAYERED IN CEOFABRIC MONITORING TUBE r/ AIR TIGHT CAP IN 30' ORD= MANHOLE. - AIR SUPPLY VENT AIR COMPRESSOR. 1 AND PRESSURE RI 'TOP OF SAND 103.67 (AVC.) U -PACK �0 FEET INVERT OF DISTRIBUTION LINE - 104.27 THE DISTRIBUTION LINE IS 125 PVC PIPE WITH 1/4 - HOLES SPACED EVERY 56 INCHES ON CENTER (10 HOLES PER LATERAL 30 HOLES TOTAL) IRICINAL CRADE - 102.50 -103.57 BOTTOM OF 101.50 L ' GARNESS ENGINEERING GROUP, Ltd. CONSULTANTS & GENERAL CONTRACTORS 3701 F TLOOR ROAD. SUTF 101 • ANCHORAGF. AK 99507 • MONF ("7)337-b179 • FAX (907)33!1-3766 4/26/2004 o pF. p0 O �`,:•'• Q .. O QQ "•: y .' orn ss..,• : Qo4 ,• CE 795 •., 00 n Teaslo�0% O ��4p0000� DRAWN BY: C.J.G. SCALE:o N.T.S. PREPARED FOR: PHONE NUMBER: CARLOS CARRILLO (907) 563-7423 PACE NUMBER: 3 OF 4 LEGAL DESCRIPTION: BIRCH TREE ESTATES SUBDIVISION; LOT 5, BLOCK 2, TYPE OF WORK:444eyPro PROFILE AS -BUILT DRAWING OF SEPTIC SYSTEM SW0SWO NUMBER: AS -BUILT DRAWING PARCEL NUMBER: 30186 017-141-31 —TOP OF MANHOLE / 101.88 (AVC.) FINAL GRADE TOP OF MANHOLE 100.82 (AVG.) 100.98 (AVG.)— TO= OF TAN \ I I I I II I II H I � : 95.72 ^ 95.72 11 I' ILII TOP OF TANK INVERT OF PIPE - 94.83 — GARNESS ENGINEERING GROUP, Ltd. CONSULTANTS i GENERAL CONTRACTORS 3701 E TIMOR ROAD. SUITE 101 • ANCHORAGE. AK 99507 • PNDNF (907)3374179 • FAX (907)35A.370 PREPARED FOR PHONE NUMBER: CARLOS CARILLO (907) 563-7423 LEGAL DESCRIPTION: BIRCH TREE ESTATES SUBDIVISION. LOT 5. BLOCK 2. TYPE OF WORK: TANK AS -BUILT DRAWING OF NEW SEPTIC SYSTEM m VA ORENCO PUMP VAULT 4/26/2004 0�! OF AWN C.J.G. N.T.S. A ...:........ .........:... �� GE NUMBER: O .. ..... •......� 4 OF 4 '•.I fr v _ ,nrno rt D Rising Son Electric Inc. 807 622 6777 09/03/03 0s:aw P.002 Rising Son Electric, Inc. 14916 Woodland Drive €r Eagle River, AK 99577 ' 1'? (907) 622-6777 September 3, 2003 Re: Lot 5 Block 2 Birch Tree Estates To Whom It May Concern: The lift station at the above referenced property has been wired in accordance with NEC and Statc/Local codes. Thank you. Sincerely, 04e-� �lvvr lcawh-� ,cam}( GIa7F�`'>�i • pl,.luc�JE�. Kevin S. Hombuckle, Owner U Administration License Number 1284 Specialty Contractor License Number 27285 HEFTY DRILLING 3540 AKULA DRIVE ANCHORAGE, ALASKA 99516 (907) 345-0593 STATE OF ALASKA DEPARTMENT OF NATURAL RESOURCES MINING, LAND, WATER HYDROLOGIC SURVEY WATER WELL LOG Drilling Started:t-/aff/oj , Completed: 7 City/Borough: Subdivision/USS: Block Lot PropMy Owner Name Q^eor, '�� nim �� G�61Q, W tk(eo n o r .;i Meridian-__.__._._ „•� .....-Township Range Section t/ of % of V4 or V4 Long: W NA6. 270R iL Elevation: BOREHOLE DATA: (from gruuua Depth Drilling method:xiAir rotary, 0 Cable tool, Other Material: Type, Color & wetness Front 1 T_4 Well use;t f Public supply, Domestic, O Other C / G Depth ofholc:J47 Q Casing stickup: R (4 J Casing type: &0'.L Thickness • 0 14�' inches // // q Casing diameter. 1, inches Casing depth A 7 ft mac— 7/7 JC �� Liner type: Diameter. inches Depth: It la—[ /) 9V Static water. Irmo lnp „I ravLt.,. R on 7 (r 3 Pumping —gppm a -c level & yield: feet after hours at Recovery rate: gpm, Method of testing: Development 9� method: Duration: G/�Well intake opening type:'ROpcn end, 0 Open hole 0 Screened; Start: R Stopped ft 0 /0�7 Screen type: Slottmesh size / U 0 Perrorated;Start: (1, Stopped it Start: ft, Stopped R Note: Grout type: 6, ,a zj, Volume Depth; from it, to it Pump intake depth: ft Pump size hp. Brand name: Was well disinfected upon completion? ;19 Yes, 0 No Method of disinfection: C44 Driller comments/ disclaimers: IJ I' Well Driller Name: ; rn F J e ✓ t t Company Name: HEFTY DRILL Mailing Address: 3540 AKULA DRIVE City: ANCHORAGE State: ALASKA Zip: 99516 Phone Number: 1-907-345 5 3 Drillers Signature: taw requirrs npr a copy of Ihi, well Fq• Ih• M t ., 43 da), -D- (AK sualutes 38.05.020. }K05.035. 13.020, 46.15.020 snd AK regulations I 1 AAC 93.14U). DEPARTMENT OF NATURAL RESOURCES A1lning, Land & Water Hydrologic Survey 550 W 71h Ave., Suite 900A Anchorage, AK 99501-3577 Telephone (907) 269-8639 and FAX (907) 562-1384 Within the City of Anchorage, it is required that a copy of the well log be sent to the appropriate city office within 60 days and that another copy of the well log be sent to the wclVropeny owner within 30 days. Permit Number. 5 LJ 0.10 (16 G Dateorlssue: f. Parcel Identification Number: Is well located at approved permit location?jZ Yes or 0 No ■ ■ 1-d elbt60 CO 02 Aow� MUNICIPALITY OF ANCHORAGE Development Services Department On -Site Water& Wastewater Program 4700 South Bragaw Street P.O. Box 196650, Anchorage, AK 99519-6650 (907) 343-7904 ON-SITE WASTEWATER DISPOSAL SYSTEM / WATER SUPPLY PERMIT Initial Permit Number: SW030186 Date Issued: Jun 12, 2003 Expiration Date: Jun 11, 2004 Parcel ID: 017-141-31 Legal Description -,"Birch Tree Estates Block 2 Lot 5' Design Engineer. 0041 AK Water & Wastewater Consultan• Site Address: 16701 Ransom Ridge Owner Name: Bill Wilko wNVjiko Construction Lot Size: 28482 SO. FT. Owner Address: 16701 Ransom Ridge Total Bedrooms: 3 Permit Bedrooms: 3 Anchorage , A 99516 - This permit is for the construction of: ❑✓ Disposal Field ❑✓ Septic Tank ❑ Holding Tank ❑ Privy ❑✓ Private Well ❑ Water Storage All construction must be in accordance with: 1. The attached approved design. 2. All requirements specified in Anchorage Municipal Code Chapters 15.55 and 15.65 and the State of Alaska Wastewater Disposal Regulations (18AAC72 ) and Drinking Water Regulations ( 18AAC80 ). 3. The engineer must notify DSD at least 2 hours prior to each inspection. Provide notification by calling (907) 343-7904 (24 hours). ( Not required for a Water Supply Permit only). 4. From October 15 to April 15, a subsurface soil absorption system under construction during freezing weather must be either. A. Open and closed on the same day. B. Covered, sealed, and heated to prevent freezing. Received By: Issued By: Date: Date: 6 / 00 3 P" Municipality of Anchorage • "` Development Services Department Building Safety Division �• On -Site Water& Wastewater Program 4700 South Bragaw St. P.O. Box 196650 Anchorage, AK 99519-6650 www.ci.anchorage.ak.us (907) 343-7904 ON-SITE SEWER/WELL PERMIT APPLICATION FOR A SINGLE FAMILY DWELLING Parcell.D. Permit Number 571,1030/84 Property • WILKO WILKO CONSTRUCTION Day phone 242-5443 Mailing address (1) 16ZO1 RANSDA RIDGE * ANCHORAGE. AK Mailing address (2) Zip Code 99516 Legal description (Lot, Block & Sub'd.) LOT 5 BLOCK 2: BIRCH TREE ESTATES Legal description (Section, Township & Range) N/A Lot Size !J46L1g.:2— Acre Sq.Ft. Number of Bedrooms 3 THIS APPLICATION IS FOR: Sewer Only ❑ Well Only ❑ Sewer and Well Water Storage ❑ Sewer Upgrade ❑ THIS PROPERTY CONTAINS: Hot Tub ❑ Jacuzzi ❑ Swimming Pool ❑ Water Softening Unit ❑ Therapy Pool ❑ certify that the above information is correct. I further certify that this application is being made for a Single Family Dwelling and is in accordance with applicable Municipal codes. ALASKA WATER & WASTEWATER CONSULTANTS, INC. Permit Fees: 15N ADD = 550 Date of Payment: — T 6515 &S Receipt Number: Waiver Fees* Date of Payment: Receipt Number. ALASKA WATER & WASTEWATER CONSULTANTS, INC. January 27, 2003 Municipality of Anchorage Development Service Department Building Safety Division On -Site Water & Wastewater Program 4700 South Bragaw Street P.O. Box 196650 Anchorage, AK 99519-6650 Ref: Proposed Septic System Upgrade for Lot 5, Block 2, Birch Tree Estates Subdivision. NoNloundTNI groundwater control system used in conjunction with an AdvantexTat Treatment System. To whom it may concern: 1. GENERAL: The proposed 3 -bedroom house will be served by a private well and septic system. The lot is generally flat, and is plagued with poor soils and shallow groundwater. Several testholes were excavated on the property. We are proposing to design the septic around Eagle River Engineering's test holes #I & 42. 2. ADVANTEXTSI TECHNOLOGY: We are proposing to utilize a class III AdvantexTht treatment system and a drainfield that has an absorption area of 900 square feet. This size drainfield will serve a three-bedroom house as long as the percolation rate is 120 minutes per inch or less. We are proposing to install a NoMoundTM enclosure over the proposed drainfield so as to control the groundwater level below the drainfield. The drainfield will be pressurized via an Orenco pump vault. 3. NoNioune'll TECHNOLOGY: The approval to install three (3) NoMoundTM test systems was recently approved by the Onsite Technical Review Board. We are proposing this site as the third NoMoundTA1 installation. The NoMoundTM enclosure (PVC liner) will be placed to a depth of five (5) feet below the bottom of the drainfield. The enclosure is equipped with what is termed an "air bleed & field check well" (ABFCW). The purpose of the ABFCW is to vent off the excess air that is introduced into the enclosure via the air blower (Gast blower very similar to what is used for the Orenco ISF systems). The top of the screen is set at a depth of about 4.25 feet below the bottom of the drainfield inside the enclosure. With the top of the ABFCW set at this depth, in the event that the water table rises above the top of the ABFCW screen, there is no way for air to escape from the enclosure and the water table cannot rise. The only way for the water table to rise is for air in the enclosure to be slowly saturated into the water. Per the NoMoundTM patent holder, they said that in the event of a compressor failure, the 6901 Debarr Road, Suite 2-13' Anchorage, Alaska 99504 Ph: (907) 337-6179 • Far: (907) 338-3246 • Website: akwwe.com enclosure would maintain the required vertical separation distance for a period of days. This is one of the safety features that help to ensure that groundwater is not encroached upon. If the water level rises to within 4 feet of the bottom of the drainfield, a float switch in the "high level alarm assembly" rises and will complete a circuit in the Orenco AdvantexT^t panel that will indicate a system alarm. The Orenco Vericom system will then notify Anchorage Tank & Welding, and AKWWC of a high water condition in the enclosure. A technician will respond to troubleshoot the problem. 4. BED DESIGN: a. Percolation Rate: 30 & 69 minutes/inch Avg. = 49.5 minutes/inch b. Proposed Application Rate: 1.0 GPD/fl? c. Number of Bedrooms: 3 d. Design Flow: 450 gallons per day e. Minimum Absorption Area: 450 ft2 f. Total Depth: 2.0 feet (limited to the removal of the organics) g. M.O.A. Approved Sand Filter Depth: 2 foot h. Effective Depth: 0.5 feet i. Width: 10 feet j. Minimum Length: 45 feet long k. Effective absorption area: 450 ft2 5. SURFACE WATER: There is no surface water within 100 feet of the proposed septic system. 7. TOPOGRAPHY: The average slope in the area of the proposed drainfield area is a 5%-10% slope running approximately east to west, in short there are no slope concerns. 8. CLOSING: The installation of the AdvantexTM system and the NoMoundrm enclosure will be performed by AKWWC, Inc. We welcome the presence of the MOA throughout the installation. We anticipate the installation to occur during the spring/summer of 2003. I am unaware of any negative impacts that this installation would impose on adjacent wells, or septic systems. If you please call us at 337-6179. P.E., M.S. NOTE: Attached is a site plan drawing, a design drawing, an Advantex detail, a trench detail, a soil log, and a 7 page construction specification letter which are all part of the design package for this septic system. 6901 Debarr Road, Suite 2-13 • Anchorage, Alaska 99504 Ph: (907) 337-6179' Fax: (907) 338.3246 • Website: akwwc.com ___________ __________k---------- ___________�___ __-_________________________________-_ ______________ ______-- LOT 10, BLOCK 1: LOT 11. BLOCK 1; LOT 12. BLOCK 1; LOT 13. BLOCK 1; BIRCH TREE ESTATES BIRCH TREE ESTATES BIRCH TREE ESTATES BIRCH TREE ESTATES - -- — BIRCH TREE ESTATES L ':ZACANTD :AATD 1 BIRCH TREE ESTATES ------ r ------- II PROPOSED %R°POSED WELL EAST 145TH AVENUE A—_—_—_—\—'+_—_—_ _—_—_�.._—_—_—_—_—_—_ 3 BEDROOM— / AKWWC. INC.__— / 1 HOUSE —\ 10/8/02 TH/1 \\ ENG. TRIVER H12 1 /fo/a oz wt!.H2 \\ 7 \ 1\ 8zTAA%INC. /10/0 H13 s/s{ i \ / ton• Wil_ Ir RADIL 1 PROPOSED SEPTIC SYSTEM \\\��--- 4/ 98 INC.THO\1 — (SEE DESIGN PACE 2 OF 4) I ALTERNATE SITE % LOT 7. BLOCK 2: LOT 6. BLOCK 2• BIRCH TREE ESTATES BIRCH TREE ESTATES C / -------SIL----------- ----------i F------ - - I EAGLE RNER 1 CSEPTIC 1 I E!D LOT 8, BLOCK 2; I - -- — BIRCH TREE ESTATES L 1 LOT 9, BLOCK 2; /1 1 BIRCH TREE ESTATES i ji r / II II 1 II RAtKy3 1 I I DoWE1RADIUS- I 1 %I 1 I / I I 1 I I I I 1 I 1 ,7-49' WEI Ise^ILn I `__>____j I L ------ ( I EAGLE RNER I ENG. TH/1 ' �/....Y/ LOT 10. BLOCK 2 BIRCH TREE ESTATES `I DRAWN BY: r-•• ALASKA NVATIM & NVASTI:«'ATLR i II 4 i ji r / II II 1 II RAtKy3 1 I I DoWE1RADIUS- II I 1 II I I ..... PREPARED FOR PHONE NUMBER: -----.EAST -.4ZTH-_AVE UE -7 LOT 3. BLOCK 2: BIRCH TREE ESTATES LOT 4, BLOCK 2: BIRCH TREE ESTATES 1 1 LOT 11, BLOCK 2: I BIRCH TREE ESTATES ---- --- --- ( DATE 1/27/2003 - '- '` m, ., / • �` ' �/....Y/ < \� •. S,Q; DRAWN BY: r-•• ALASKA NVATIM & NVASTI:«'ATLR C.J.G. 4 1 " = 100. CONSULTANTS,INC. 1scalE ° .. ............ Y ... 6001 pFNARK ROAD. SUITi 7N • AHCepNef.F. AK 0o50G • PeONF (907)357-6179 • FAX (ONA1M•37G6 � � ..... PREPARED FOR PHONE NUMBER: PACE NUMBER: BILL WILKO 242-5443 1 OF 4 ,...:... e. y� C ��°i :. Ges: 7953 LEGAL DESCRIPTION:4�'. BIRCH TREE ESTATES SUBDIVISION; LOT 5, BLOCK 2• QKP; TYPE OF WORK: SITE PLAN FOR PROPOSED WELL LOCATION AND SEPTIC SYSTEM NOTE: THE CONTRACTOR SHALL HAVE THE SOUTH LOT LINE AND THE 100 FOOT RADIUS OF THE PROPOSED WELL FLAGGED BY A REGISTERED LAND EAST 145TH AVENUE SURVEYOR PRIOR TO CONSTRUCTION -------------- � / 1 I100'WELI RADIUS AKWWC. INC. 10/8/02 TH/1 I PROPOSED I NoMOUND+ COMPRESSOR, CAGE WELL ' AND PRV IN CRAWL SPACE.—/ 1 / 1' HOPE AIR LINE WRAPPED IN \ AKWWC, INC. 10/8/02 7H/2 FOLIA PIPE WRAP THAT IS PROPOSED / STRAPPED WITH QUICK TIES. 3 BEDROOM �. SLEEVE PIPE IN 4' D3034 PVC. HOUSE NR LINE FOR INSTALL AKWWC, INC. NoMOUND- ENCLOSURE FOUNDATION 10/8/02 TH/3 \ CLEANOU' GALLON AKWWC, INC. \ PROPOSED 1500 UNIT 4/22/02 TH/2 ADV W%PUMP TRETMENT I VAULT C (SEE DETAIL PAGE 3 OF 4) NR SUPPLY AND HIGH LEVEL M ALARM ASSEMLY I — \ ALTERNATE SITE PROPOSED NoMOUND+ LINER. SEE DETAIL DRAWINGS I I I I I I I I I 1 I \ ITHJI \ 4/u% 2C. I I I I I I I I i I SEPETIIC-, ii it i i 1 R� EAGLEx \ I ENC. TH12 H(2 — — — — J L \ 10' UTILITY EASEMENT J ��LE - - - - - RIVERI ZDROPOSM ENG. THJI I RAINFIELD.EXCAVATE A BED THAT IS 2.0 FEET DEEP MAXIMUM BELOW THE TOP OF THE NATURAL ORGANICI LAYER BY 10 FEET WIDE BY 45 FEET LONG. ADD 2 FEET OF M.O.A. APPROVED SAND FILTER THEN 0.5 FEET OF CSEP�CLEAN, WASHED SEWER DRAINROCK. THE DISTRIBUTION UNEI IS TO BE 1.25 INCH PVC PIPE WITH 1/4 INCH HOLES I .�D SPACED EVER! 33 INCHES ON CENTER (10 HOLES PER I LATERAL 30 HOLES TOTAL). (SEE DETAIL. PACE 4 OF 4) DATE: 1/27/2003 aop6�0 c Q N _1 '` .•' '' ...I S DRAWN BY: sI v ALASIU WATER & NVASTI? CONSULTANTS, INC. -- 6001 DFPARP POAO. $IPTF 7P ANCN(WAGF. AC 00504 • PN(WF (001)331.6110 • FAX (007)139d7L6 1" = 40' �.•• •• "••... *'d O PREPARED FOR: PHONE NUMBER: PAGE NUMBER: BILL WILKO 242-5443 2 OF 4 O p '• J ff Q • A'.rn ss 7953 •' :p LEGAL DESCRIPTION: BIRCH TREE ESTATES SUBDIVISION; LOT 5, BLOCK 2, 04�04pp0000c TYPEDESIGN FOR PROPOSED WELL LOCATION AND SEPTIC SYSTEM NOTE: JIM CROSS. P.E. HAS THE ADVANTEX MANUAL AdvanTexN Treatment System AX20 -Mode I 40x94Pod= THE ORENCO VERI5WrT1H I PANEL IS SPECI ORDER FOR USE THE NoMOUND SY PROPOSED DRAINFIELD a- JIM FINAL GRADES (T a- PVC PUMP -001 C"2: a- PVC COUPUNC CLUED TO TANK C"2) OPTIONA SUDE SECTION OF a- PIPE OVER THIS CONNECTION TO PROVIDE SNEER PROTECTION - CMD TO BRIDGE EXCAVATION M20 POO 3 BEDROOM FIBERGLASS ADVANTEX TANK ._TI'7" 1R. Til ilii' e"l PUMP ALASKA «'ATIsR & NVASTENNIATCR C.J.G. SCALE: N.T.S. CONSULTANTS, INC I ...."" ..... .. """ '•..... 6001 OFRAPP ROAD, SUITE 20 - ANCNORAGF. AK 09S"- "ONE (007)Ni?� 170 - FAX (007)336-37L6 QQ '•.. PREPARED FOR: PHONE NUMBER: PACE NUMBER: BILL WILKO (907) 242-5443 3 OF 4 (.. p ° e.. 04 A. Go�O E 7953 ........ ovd� LEGAL DESCRIPTION: BIRCH TREE ESTATES SUBDIVISION; LOT 5. BLOCK 2. TYPE OF WORK: DETAIL DRAWING OF ADVANTEX TREATMENT SYSTEM NoMOUND LINER NR SUPPLY AND HIGH LEVEL ALARM ASSEMBLY ------- S_LON \\ -------— — — — — — — — — — — — — I I I I XI I f ID I I — ------------- ---------------J i IMT IJ 1 NR BLEED ASSEMBLY THE DISTRIBUTION UNE IS TO BE 1 J' PVC PIPE WRHHOLES SPACED EVERY 53 INCHES ON CENTER 10 HOLES PER LATERAL 30 HOLES TOTAL) NR SUPPLY FROM CONTROL PANEL - NR SUPPLY ALARM PVC PRESSURE UNE FROM ORENCO PUMP VAULT FILTER 0.5' OF II:F-PIKSII•RI 2' DEEP MAX BVI ' FROM SOTT01 F EXC. TO TOP OF 'U -PACK' FEET -DISTRIBUTION LINE IS TO BE 1 J' PVC PIPE WITH 1/4' HOLES SPACED EVERY 56 INCHES ON CENTER (10 HOLES PER LATERAL 30 HOLES TOTAL) MONITORING TUBE r/ NR ncHr CAP NoMOUND- LAYERED IN C SAND FILTER DATE �J'.. 1/29/2003 DRAWN BY: ALASKA WATER S WASTEWATER SCALE-'C.J.c. CONSULTANTS, INC.N.T.S. OOO. DFRARR ROAD. 51ATF M • ANCNDRAGF. AK 00504 • RNONF (007)11)-Ap0 • FAX (007MIA-1740 PREPARED FOR: PHONE NUMBER: PAGE NUMBER: BILL WILKO (907) 242-5443 1 4 OF 4 LEGAL DESCRIPTION: BIRCH TREE ESTATES SUBDIVISION; LOT 5, BLOCK 2, DETAIL OF PROPOSED DRAINFIELD AND NoMOUND ENCLOSURE 6+ jr,ENGINKAS AL} V 1 roe 0 e I i, Municipality of Anchorage .... .,,;,�;,,,• DEPARTMENT OF HEALTH & HUMAN SERVICES us l -z\ t Louis A. Butera 825 "L" Street, Anchorage, Alaska 99502-0650 d, % CE -6736 f ,. •. SOILS LOG —PERCOLATION TEST %. %�'°�:....••t;'. ;; ,I.;.: PERFORMED FOR:. CAMUX LEGAL 0 2 3 w.l . 4 5 11 PEAT, NUHUS DATE PERFORMED: 7-M- 9 ?,Township. Range, Section: ltLiLI."r'ICWY Dac►.L+ctT, :�. 151"tE:•25, o� PATck,rS � G:A1' 8. s� gftwq slur a►�(Sry.6t1/fiL� SILT,StiND,GZAVELCLAr. ►at, VA21ES, jHALLSiCATAj� VET uN65NE • FSuRotKt: , 7� 8- 91011 9- 10- 11 12 13 14 15 16 17 18 19 WAS GROUND WATER I F� ENCOUNTERED? S L seeps C�{.5! PG E Nut 815/99 IF YES, AT WHAT DEPTH? Bepth to waer Met 3.g l4wit"Ingt Reading Date Gross Time Net Time Depth to Not Water Drop 4/S!9 I a 1423 I1tN 11 V r1L 2 15.00 s " I5'3L It 3 16 I 20 { 6, uPERCOLATION RATE � Immulesmcnl PERC MOLE DIAMETER TEST RUN BETWEEN 2 FT AND S_FT COMMENTS IH'JTAu, I=1hePuc HT To -1'7.5. PERFORMED BY. /H 1J /E P''E-�) I �.�A-r/L"� CERTIFY THAT THIS TEST WAS PERFORMED IN ACCORDANCE WITH ALLSTATE AND MUNICIPAL GUIDELINES IN EFFECT ON THIS DATE DATE. e .. Municipality of Anchorage DEPARTMENT OF HEALTH & HUMAN SERVICES 825 "L' Street, Anchorage, Alaska 99502-0650 SOILS LOG — PERCOLATION TEST (ENGtN6E-)1 q L R Louis A. Butera CE -6736 PERFORMED FOR: CAMLO DATE PERFORMED: 749-91i LEGAL DESCRIPTION: .DIF�F1� IJyt J / r,71,F TN�24jeP3ACop-) P 4nHUMUS t (5H ru�5fLTw/wo,Uvwmy 2 = — 3 BOE _ (6H -1L) SILT, GI'AVEI. CJAY�S" e. 4- _ems 40461YE,SAvAAreD-F6WC.a4r3LE 5 = 0�* e 0•.� 6 ?,Township. Range, Section: N 8-1 0 10 WAS GROUND WATER ytS ENCOUNTERED? G 11 S IFYES.ATWHAT /L 12 DEPTH? '77 p E 13 Depth In Water Alter I y Noeitarinp7 Z'$ b/5 /q Batt 14 15 16 17 18 19 20 I n Ill PERCOLATION RATE 69 � (m�nutesmcn) PERC HOLE DIAMETER 6 TEST RUN BETWEEN Z FT AND FT COMMENTS INtTALI. 1 JhrPVG MT TO t6 PERFORMED BY. `-�EKES I CERTIFY THAT THIS TEST WAS PERFORMED IN ACCORDANCE WITH ALLSTATE AND MUNICIPAL GUIDELINES IN EFFECT ON THIS DATE. DATE: a3 72-008 (Rev. 4.65) IaU-'®dl 0&275 20 I n Ill PERCOLATION RATE 69 � (m�nutesmcn) PERC HOLE DIAMETER 6 TEST RUN BETWEEN Z FT AND FT COMMENTS INtTALI. 1 JhrPVG MT TO t6 PERFORMED BY. `-�EKES I CERTIFY THAT THIS TEST WAS PERFORMED IN ACCORDANCE WITH ALLSTATE AND MUNICIPAL GUIDELINES IN EFFECT ON THIS DATE. DATE: a3 72-008 (Rev. 4.65) Municipality of Anchorage. DEPARTMENT OF HEALTH & HUMAN 825 "L" Street, Anchorage, Alaska 999 SOILS LOG - PERCOLATION r 49T • *' .. . ....... JAMES P LUAMS N0. `4 CE .. SEAL) ;1�C -T -9 ••..:.:.•• �, " 2298 PERFORMED FOR: 1 ,GTH SIAA()$ON LEGAL DESCRIPTION: PiRCRTme ESr. C07 S, 8tx2 Township, Range, Section: (/Soul" \\ SLOPE SITE PLAN t Lf ESTI 2 Ml -ISM SILT `"� SOA,IE S/LT�/ SA•� �.Ev�SVC 4�!LX I I . > 4 �• 5- 6 7-m 8- 9t0119- to - 11 12- 13- 14- 15- 16- 17- 18- 19- 20-L_ 21314151617181920 COMMENTS PERFORMED BY: ACCORDANCEN 72-008 (Rev. 4AI5) M L - (1&ZV D&usl= gLuJ5 Sfe7 WAS GROUND WATER ENCOUNTERED? /gs S L IF YES, AT WHAT Sv O DEPTH? P E fleo to Weler Alar kulowille? Bale PERCOLATION RATE i;1011111 (mmutesanch) PERC HOLE DIAMETER TEST RUN BETWEEN A6 FT AND 215 FT ;L('y kl\Jq i A/n-- II wdA I_Vkgty^" CERTIFY TAT THIS TEST WAS PERFORMED IN ALL STATE AND MUNICIPAL GUIDELINEI EFFECT ON THIS DATE. DATE: q A�%% GINEER'S SEAL) 1E,... ',T Municipality Municipality o1 Anchorage . 49T DEPARTMENT OF HEALTH & HUMAN SERVIC ....... . .... !� 825 "L" Street, Anchorage, Alaska 99502-0650 . lilts/. .........6 0% SOILS LOG — PERCOLATION TEST JAMES . W)LLUMS c' • N 9GC8 r PERFORMED FOR: IJ ?Fi IMp�N LEGAL DESCRIPTION: 5, Ra Township, Range, Section: •\ DEPTH�- '' 11 SLOPE SITE PLAN u�ETy (lRf,RNIGS �I'�47� I �� . N = 2 �I M�/.SM S,•,►L-r (SXICARN750) 3 I '7 Son« GIS yrR _D L 4 5 SIL -1. 6 }1.0.41. it 7 8 9 10 11 12 13 14 15 16 17 18 WAS GROUND WATER ES ENCOUNTERED? S IF YES, AT WHATC L O �S DEPTH? rP E otph to Warr After ManilKina? Dalt 19 20 PERCOLATION RATE (minuteYmcn) PERC HOLE DIAMETER C � TEST RUN BETWEEN _� FT AND _/—FT COMMENTS Irr �^' 7?u6x PERFORMED BY: I CERTIFY THAT THIS TEST WAS PERFORMED IN ACCORDANCE WITH ALLSTATE AND MUNICIPAL GUIDELINES IN EFFECT ON THIS DATE. DATE 72-008 (Rev. 4/85) m ALASKA WATER R WASTEWATER CONSULTANTS. INC. IJUIL LUU — rLI%LVLAlwIl w LEGAL DESCRIPTION: BIRCH TREE S/D• LOT 5 BLOCK 2 PERFORMED FOR: BILL WILKO DATE: 10/8/02 DE (feet a EST HOLE 1 1 z= ORGANICS aaya CM SILT/COBBLE 8 9 10 11 12 13 1 1s DEPTH TO GROUNDWATER DATE SOIL CLASSEICATIONS 2.0 �aD •. IIIIIIIiiML i� 111GMCL111. • IIIIIIIIIMH 1 .CH 1 !llililliSm.QB • �'•5��Sc CM SILT/COBBLE 8 9 10 11 12 13 1 1s DEPTH TO GROUNDWATER DATE H2O WEEPS O 4.0 10/8/02 10/30/02- 2.0 THJ1 TH#2 TH/3 • TEST HOLE LOCATIONS AREI ---- ------------- I-. .. .. . SITE PLAN 1'-100, DATE READING CLOCK NET TIME WATER LEVEL NET DROP TIME (MINUTES) READING (INCHES) oN F PERCOLATION RATE (MIN./Iris"; ;t,<,. •• i 19_ TEST RUN BETWEEN — F1. Ati0 I 20 A FOUR HOUR PRESOAK WAS PERFORMED: ❑ YES ❑ NO SOILS LOGGED BY: KELLY HEITSTUMAN PERCOLATION TEST PERFORMED BY: COMMENTS: PERFORMED BY AKWWC, INC. I, JEFFREY A. CARNESS, CERTIFY THAT THIS VM PERFORMED IN ACCORDANCE WITH ALL STATE AND MUNICIPAL GUIDELINES IN EFFECT ON THIS DATE: 1111104 jl = �F AL.A.SKA WATER & NVASTE N1'I-IR CONSULTANTS. INC. i so 0 s . 1w. oa _ b • wuwm. a•... SOIL LOG - PERCOLATION TEST .. . ..... ....... LEGAL DESCRIPTION: BIRCH TREE S/D• LOT 5 BLOCK 2 It ..e A. ess: —7953 •` PERFORMED FOR: BILL WILKO DATE: 10/8/02 •.... eco DEP ___ 40e�Prof sslof% ORGANICS (test aaaa TEST HOLE#21��000��o 1 =--- >nao --- SOIL CLASSIFICATIONS 2 3 ML . ; GM . C 4 GC OL TH#1 • >°• SW ,Tl '11 ! ; MH '. •'.'. SP 777 CH TH//2 5 SM v, j.', OH TH#3 5 SC TEST MOLE GM OCATIONS AR 7 r SILT/COBBLE 8 ------ ---------------------------- 9 ' ITE PLAN 1' 100' 10-1B.O.H. DATE READING CLOCK NET TIME WATER LEVEL NET DROP 11 TIME (MINUTES) R--AC'NG 12 _ C, 13 14- 15 4 15 16- 17- 6 18 PERCOLATION RATE — (MIN./INCH) PERC. HOLE DIA. — (INCHES) 19 _ TEST RUN BETWEEN — FT. AND FT. 20 A FOUR HOUR PRESOAK WAS PERFORMED: ❑ YES ❑ NO SOILS LOGGED BY: KELLY HERSTUMAN PERCOLATION TEST PERFORMED BY: — COMMENTS: PERFORMED BY AKWWC• INC. I, JEFFREY A GARNESS, CERTIFY THAT THIS R PERFORMED IN ACCORDANCE WITH ALL STATE AND MUNICIPAL GUIDELINES IN EFFECT ON THIS DATE: GROUNDWATER �:.T� H2O WEEPS O 4.0 10/8/02 1.0' 10/17/02 0.5' 10/30/02 ALASKA WATKR &: AVAST] WA"1'LR CONSULTANTS, INC. 15UIL LUIi — YGKI LAuyly• �wu LEGAL DESCRIPTION: BIRCH TREE S/D• LOT 5 BLOCK 2 PERFORMED FOR: BILL WILKO DATE: 10/8/02 DEM (I Get) EST HOLE 3 7 8 9 10 11 12 13 14 15 16 17 18 GM/ML. DEPTH TO GROUNDWATER DATE 0 WEEPS O 4.0 10/8/02 1.5, 10/17/02 0.5, 1 1SOIL CLASSIFICATIONS GW •- GP �lll�lGMCL GC OLSC IIIIIIIIIMH -CH %//% illllls� �.d� • ry"�ti 7 8 9 10 11 12 13 14 15 16 17 18 GM/ML. DEPTH TO GROUNDWATER DATE 0 WEEPS O 4.0 10/8/02 1.5, 10/17/02 0.5, 10/30/02 THJ 1 THg2 TH13 tES HOLE n00 AR r � RE PLAN 1--100' i DATE READING CLOCK NET TIME I WATER LEVEL NET DROP TIME (MINUTES) READING (INCHES) F _ 6* PERCOLATION RATE — (MINJINCH) PERC. HOLE DIA. — (INC;ntW 19 TEST RUN BETWEEN — FT. AND — FT. 20 A FOUR HOUR PRESOAK WAS PERFORMED: ❑ YES ❑ NO SOILS LOGGED BY: KELLY HEITSTUMAN PERCOLATION TEST PERFORMED BY: — COMMENTS: PERFORMED BY AKWWC, INC. I, JEFFREY A. CARNESS, CERTIFY THAT THIS W (S PERFORMED IN ACCORDANCE WITH ALL STATE AND MUNICIPAL GUIDELINES IN EFFECT ON THIS DATE: (III I MUNICIPALITY OF ANCHORAGE Development Services Department Phone: 907-343-7904 On -Site Water & Wastewater Section Fax: 907-343-7997 Certificate of On -Site Systems Approval Parcel I.D. 017-141-31 Expiration Date: U 1 �0 1. GENERAL INFORMATION Complete legal description Birch Tree Estates, Block 2, Lot 5 Location (site address) 5030 E 145th Avenue Anchorage, A.K Current property owner(s) Mailing address Real estate agent 2. TYPE OF DWELLING: Josephine Gonzales Day phone 907-229-9333 PO Box 110507, Anchorage, AK 99511 i. Day Ohone s r i ❑E Single Family (w/wo ADU) ❑ Duplex ❑ Multiple Dwellings (Single Family and/or Duplex) 3. NUMBER OF BEDROOMS: 3 4. TYPE OF WATER SUPPLY: TYPE OF WASTEWATER DISPOSAL: Private Well ❑■ Private Septic; Foil Water Storage ❑ Holding Tank: ❑ Community Well ❑ Community ❑ Public Water System ❑ Public Sewer; ❑ Waiver request for: Distance: Received by: COSA to be released to the engineer, unless otherwise requested by the engineer. COSA Fee $ 675-() Date of Payment .31,31Z90-26 Receipt Number 06-71 9b COSA# O 56 V0/1. -W_ Date: Waiver Fee $ Date of Payment Receipt Number Waiver # ,x i. i 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, functioijal 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 onsite 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. I acknowledge that On -Site staff may visit the site to verify the information submitted. Name of Firm Forge Civil Engineering Phone 907-522-7773 Address P.O. Box 240773 Anchorage, AK 99524 Engineer's Printed Name Michael E. Anderson, P.E. 6. DSD SIGNATURE ISystem #1 Approved for -3 bedrooms System #2 Approved for bedrooms Disapproved DYpte 3/30/2020 i Conditional approval for bedrooms, with the following stipulations: ( ON-SITE �t 2 r 1F,;T{=vVATER oz PROGRAM � 1`1 J �CD J%IJ)1)))1117�1 BYM: dvk T", CGl��ct�d Original Certificate- Date: The Municipality of Anchorage Development Services Division (DSD) issues Certificates of On -Site Systems Approval (COSA) based only 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. 7. ATTACHMENTS: COSA Checklist Septic System Advisory Well Flow Advisory COSA Checklist blue sheet X Nitrate Advisory Arsenic Advisory Other COSA Checklist yellow sheet COSA Checklist Legal Description: Parcel ID: If more than 1 septic system on lot: COSA Checklist # of Structure served by this system A. WELL DATA Well log is filed with Onsite (or attached) Date drilled Total depth ft Cased to ft Sanitary seal is functioning correctly Wires are properly protected Casing height (above ground) in. Date of flow test for COSA Static water level at beginning of test ft. Well production at time of test gpm Water storage tank volume gallons Well disinfected for coliform test?Yes No Coliform bacteria is Negative Nitrate mg/L Nitrate less than MRL (ND) Arsenic ug/L Arsenic less than MRL (ND) Collected by Date of Sample Comments __________________________________________________________________________________ B. TANK DATA Age of tank(s) years Tank type/material Measured operating fluid level in septic tank Standpipes/foundation cleanout per record drawing Date of pumping C. LIFT STATION Required maintenance completed Age of lift station years Lift station material Comments: D. ABSORPTION FIELD DATA ______________________ Which system tested (date installed) ALL standpipes present per record drawing Total measured depth from grade ft (max) Measured depth to pipe invert from grade ft (min) N/A – pressurized field Monitor tubes go to bottom of effective. If not, state depth into effective Code-required soil cover over field System presoaked (Required if vacant for greater than 30 days prior to date of test) Gallons introduced gallons Adequacy test date Results Pass For bedrooms Fluid depth prior to test in Water added gal New depth in Elapsed time min Final fluid depth in Absorption rate gpd Any rejuvenation treatment (past 12 months) If yes, enter date Comments/Deficiencies: Birch Tree Estates, Block 2, Lot 5 017-141-31 5.8 2/29/03 N/A 107 107 >24 Forge Engineering 2/19/20 83 2/19/20 16 Advantex/Fiberglass 16 Fiverglass See Maintanence report. No Mound System 7/29/2003 2/19/20 3 5.7 0 493 0 240 0 >450 None 700 ✔ COSA Checklist yellow sheet E. SEPARATION DISTANCES From Private Well on Lot to:(Please enter distances if less than required or if community well) Septic Tank/Lift Station on Lot > 100’ Yes if No ft Neighboring Tank > 100’Yes if No ft Absorption Field on Lot > 100’Yes if No ft Neighboring Absorption Fields > 100’ Yes if No ft Community Sewer Main > 75’Yes if No ft Community Sewer Manhole/Cleanout > 100’ Yes if No ft Private Sewer/Septic Line > 25’Yes if No ft Holding Tank > 100’Yes if No ft Animal Containment > 50’Yes if No ft Manure/Animal Excreta Storage > 100’ Yes if No ft From Septic/Holding Tank on Lot to:(Please enter distances if less than required) Building Foundations > 10’Yes if No ft Property Line > 5’Yes if No ft Absorption Field > 5’Yes if No ft Water Main > 10’Yes if No ft Water Service Line > 10’Yes if No ft Surface Water > 100’Yes if No ft Wells on Adjacent Lots: Private Wells > 100’Yes if No ft Community Wells > 200’Yes if No ft If septic tank is under driveway comment below From Absorption Field on Lot to:(Please enter distances if less than required) Building Foundation > 10’Yes if No ft Property Line > 10’Yes if No ft Water Main > 10’Yes if No ft Water Service Line > 10’Yes if No ft Surface Water > 100’Yes if No ft If absorption field is under driveway comment below Wells on Adjacent Lots: Private Wells > 100’Yes if No ft Community Wells > 200’Yes if No ft F. ENGINEER’S 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. 3/31/20 ✔✔ ✔ ✔ ✔ ✔ ✔ ✔ ✔✔ ✔ ✔ ✔ ✔ ✔ ✔ ✔ ✔ ✔ ✔ ✔ ✔ ✔ ✔ Absorption system is an innovative design. Design and construction of system was completed and supervised by Garness Engineering Group. ✔ -04fO7iz02v 13,37 Annoracw Tank f, 3715 PAO1NO E■ ■■E■■■■s ■■% ■ ■ ■■KE on man ■ �. 11; ■ Insole I a I ■ ■ ■■■ - 119t ■■■N on miffs ■ ■ @ENRON a ■ r� . Advarfrexp' field Mainge tike Roped Anr�h n rm eTm n L - Annual Inspection -*r�i4LM+c+iI:�F�W� -- Llf t'Pnv1U cel I [moi A(u Arm i ' CW E. 14�Ah Ave. Ara age AK 16 +.i Fpn0r Cw:"{2, AX -1a1 r f!5 1 4uWVUWIW �le�rsenr �&14d leve Htm.r,::&D — 11m�q sk-e.Iemrz PeeFnrm f-im:d :S;a mp fa rHq I Dbm mcwaki ns h7U 0 S _:NTLN ? vhl 04, L}•) Li" Fhr!f. ..................... 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Development Services Department j Building Safety Division --- OnSito Water & Wastewater Program 4700 South Bragaw St P.O. Box 196650 Anchorage, AK 99519-6650 www.ci.anchorage.ak.us t� (907) 343-7904 7',P —d / CERTIFICATE OF HEALTH AUTHORITY APPROVAL FOR A SINGLE FAMILY DWELLING Parcel I.D. 017-141-31 HAA# 040299 1. GENERAL INFORMATION Expiration Date: 1 0 — 1 — O 174 Complete legal description BIRCH TREE ESTATES: LOT 5. BLOCK 2 Location (site address or directions) 5030 E. 145TH AVE. • ANCHORAGE. AK • 99516 Current Property owner(s) Mailing address Lending agency Mailing address Real Estate Agent Mailing address CARLOS CARILLO Day phone 563-7423 5030 E. 145TH AVE. • ANCHORAGE. AK • 99516 Unless otherwise requested, HAA will be held by DSD for pickup. 2. NUMBER OF BEDROOMS: 3 Day phone Day phone 3. TYPE OF WATER SUPPLY: TYPE OF WASTEWATER DISPOSAL: Individual Well Individual On-site 0 Individual Water Storage ❑ Individual Holding tank ❑ Community Class Well ❑ Community On-site ❑ Public Water System ❑ Public Sewer ❑ The Municipality of Anchorage Development Services Department (DSD) Issues Certificates of Health Authority Approval (HAA) based only upon the representations given in paragraph 4 by an Independent professional civil engineer registered in the State of Alaska. Certificates of Health Authority 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 HAAs upon request to homeowners. Certificates of Health Authority 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 samples. (Certificates may be reissued for a period of up to one year with valid water samples.) Certificates are valid for one year for properties served by Class A or B wells or a public water system. The Municipality of Anchorage is not responsible for errors or omissions in the professional engineer's work. 4. STATEMENT OF INSPECTION BY ENGINEER As 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 Health Authority 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 ofAnchorago riles and from my investigation and Inspection, the onsite water supply and/or wastewater disposal system ls(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 Engineers Printed Name JEFFREY A. GARNESS, P.E. Engineers Comments: In conducting this evaluation, GEG, Ltd. attempted to provide a thorough, conscientious engineering analysis of the system In accordance with ADEC and MOA DSD Guidelines 8 Regulations. The reported results described the performance of the system under the conditions encountered at the time of the test, and separation distances measured to readily Identifiable features. The operational life of all wells and septic systems depend on the local soils condition, groundwater levels that may fluctuate during the year, and the water usage of the family being served by the system. These conditions are outside the control of the evaluator of the system. Satisfactory test results do not guarantee future performance of the system, nor do they guarantee that there are no hidden defects or encroachments. GEG, Ltd. can therefore not provide any warranty or future estimate of how long the system will continue to meet the operational requirements of the ADEC or MOA DSD. The content of this report Is for the sole benefit of the owner listed above. Any reliance upon or use of this report by any other person orparty Is not authorized, nor will It confer any legal right whatsoever. 5. DSD SIGNATURE 11__� Approved for 3 Disapproved. Conditional approval for bedrooms. Attachments: HAA Checklist Septic System Advisory Well Flow Advisory Phone Date 337-6179 bedrooms, with the filowing stipulations: • o • ': ON-SITE • �� WATER ANS WASTEWATER Manitenance Agreements Supplemental Engineers Reort ��»liill Other By Oi�1.�i�/ lf� ,f Original Certificate Date: (Rw.l?AI) Municipality of Anchorage ' Development Services Department Building Safety Divlsloo On-Ske Water b Wastewater Program a • " 4710 South Bragaw SL P.O. Box 196850 Anchorage, AK 99519-6550 www.cLanchorage.ak.us (907)343.7904 HEALTH AUTHORITY APPROVAL CHECKLIST Legal Description: BIRCH TREE ESTATES: LOT 5. BLOCK 2 Parcel ID: 017-14131 A. WELL DATA Well type PRIVATE If A. B, or C provide PWSIDlf N/A Date completed 7/29/2003 Sanitary seal (YIN) YES Total depth 107 ft. Cased to 107 ft, FROM WELL LOG Wen Log (YM) YES Wires party protected (YIN) YES Casing height (above ground) 24 in. AT INSPECTION Date of test 7/29/2003 Static water level 83 ft. ft. Well production 9.0 —9.pm. g.p.m. WATER SAMPLE RESULTS: Coliform —4-- colonles/100 ml. Nitrate 001 mgJL. Other bacteria._.C�Lcolonies/100 mi. Arsenic: N/A mgJL. Date of sample: 5/21/2004 Collected by: GEG Ltd. B. SEPTIC/HOLDING TANK DATA Tank Type/Materlal ADVANTEX/FIBERGLASS Date Installed 7/22-29/2003 Tank size 1500 gal. Number of Compartments E Cleanouts (YM) YES Foundation cleanout (YIN) YES Depression over tank (YM) NO High water alarm (YIN) YES Date of pumping NEW Pumper C. ABSORPTION FIELD DATA *NOTE: SEE GARNESS ENGINEERING GROUP. Ltd. AS BUILT PACKAGE Date instaned7/22-29/2003Son rating .p.d ftlbdrn) 1_0 System type NO MOUND" Larch 45 ft. Width /0 ft. Gravel below pipe 0.6 ft. Total depth '� ► Eft. Elf. absorption area 450 fe Monitoring tube YES Depression over field NO Date of adequacy test NEW SYSTEM Results (PasslFail) Fluid depth in absorption field before test _ in. Waw Elapsed Time: _ min. Mah7 ttepih _ In. nation treatment (past 12 mo.) (YIN & type) — For orals New depth _in. Absorption rate >= g.p.d. If yes, give date D. LIFT STATION Date installed 7/2003 Site in gallons 64 Manhole/Access (Y/N) YES "Pump on" level at 30 in. "Pump off* level at 30 in. High water alar level at 32 in. Datum BOTTOM OF TANK Cycles tested NEW Meets alar & circuit requirements? YES E. SEPARATION DISTANCES SEPARATION DISTANCES FROM WELL ON LOT TO: Septic tank/Iitt station on lot 100'+ Absorption field on lot 100'+ Public sewer main Sewer /septic service line 25'+ On adjacent lots 100'+ On adjacent lots 100'+ Public sewer manhole/cleanout N/A Holding SEPARATION DISTANCES FROM SEPTICIHOLDING TANK ON LOT TO: Building foundation 5'+ Property line 5'+ Absorption field 5'+ Water main N/A Water service line 10'+ Surface water 100'+ Wells on adjacent lots 100'+ SEPARATION DISTANCE FROM ABSORPTION FIELD ON LOT TO: Property One 10'+ Building foundation 10'+ Water main N/A Water service One 10'+ Surface water 100'+ Driveway, parking/vetdde 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 HAA guidelines in effect on this date. Engineers Printed Name JEFFREY A. GARNESS Date HAA Fee $ 030 Waiver Fee $ Date of Payment G/a#Sloq Date of Payment Receipt Number 05,4301 Receipt Number (FW. 12101) FMINAMEWA EAST 145TH AVENUE CAW O BASIS 130.00' (R) N 89°43'44'E 149.92' (M) (.1 FN F t� 87.1' s O ° r- __-__--_ -------------"-------------- �.J 10' UT4RY EASEMENT c n PWR. LME P P P P N 89•43'44•E 150.00' (HOLD REC) O 0 ' o3'b5�,�ny U oeroa y a� 7g,B ^ vg s+ w O- P � ••e pt . io '9 ♦ r �ii om to s c • •� •• JF 'b ♦ o rNa .010 w r'' c3 O Vf O0pe.p ft.a ar�° •XC�Xan�' /rP• Aoq ago.v pob CA 3fir° �yCG r�7 AV z 4w OL m b A N r4* � •V Td Wtll:TO 000Z 9Z 'AEW : .CN 3NOFb 1