HomeMy WebLinkAboutPARADISE VALLEY BLK 9 LT 18Onsite File Paradise Valley Block 9 Lot 18 #020-422-11 Municipality of Anchorage p_ Development Services Department n Building Safety Division 5 . _ • * On-Site Water and Wastewater Program, 4700 S. Bragaw St. P.O. Box 196650 Anchorage, AK 99519-6650 Page ! of Z www.ci.anchorage.ak.us (907) 343-7904 ON-SITE WASTEWATER DISPOSAL SYSTEM AND/OR WELL INSPECTION REPORT Permit Number: 0 )'31 6 PID Number: ZtJ - Lf Zr Name: GtF 9L Wastewater System: 2"New ❑ Upgrade Address: I'D C9 01-3 ABSORPTION FIELD Phone: Lt N Number of Bedrooms: 3 ElLyl SElr. Deep Trench hallow Trench Bed ❑ Mound ❑ Other. LEGAL DESCRIPTION Soil Rating: 6 Total Depth from original grade: I , GPD/Flz Ft. Block: Lot: Lot: n nSubdivisiioo-n: 14 �.L?6 A L..LQ Depth to pipe bottom from original grade: /,0 Gravel depth beneath pipe: I V i��A Ft. 0. �; Ft. Township:I I /V Range: 3W Section: I Fill added above original grade: Gravel Length: 30 7,5 Ft. Fl. Well: []New F-1 Upgrade Gravel width: Number of lines: Distance between lines: � Ft. Ft. Classification (Private, A, B, C): Total Depth: Cased to: Total absorption area: Pipe Material: PRTVAf(� 262 Ft. L""fff 2 Ft. /50 Flt F /Q Driller. Dale Drilled: Static Water Level: Installer. Date Installed: ftEt= ' ))ULA 1J6 d 0710q Z,3 Ft.�tv_caPl���� /1 21 C L Yield: (/ Pump Set al: Casing Height Above Ground: X O 4U 6 Y `J TAN K �J GPMJ /� Ft. 2 Ft. SEPARATION DISTANCES ❑ Septic ❑ Holding ❑ S.T. E. P. other: To Septic Absorption Lift Holding ublic/Pfivate Manufacturer. Capacity. From Tank Field Station Tank Sewer Line 4bvA&l F`tD( R Y Ax_ q• j%f /Jf_ ) 5-00 Gal. Well ' D 1 i I N/-$ u `( Material: S-)- Ee=- LSurface Number of Compartments: Water 10Ot r�,,+ IC-tt;i N LIFT STATION Lot Line /�4 I 1 '% / ( /VIA' Size: I � )C) Gal. Manufacturer. r �[_ . lPnlc,rtr f W T/-Ax Foundation VV J 50, Pump on" level at: in. 'Pump off" level at: I in. High water alarm at: p in. Curtain Drain ) SO + i� 1-5-0 / t AJ1A Pump Make & Model/ Electrical Inspections performed by: Remarks: ``�'�' ND S�2r=�c % !-7 .t7 +�1�)i Wi.l:�nl BENCH MARK Ic9f r QE_ i,�f0i�d'-C:rhG1� �fZ. ()4Pa�91t Location and Description: Of' of::, �H_ i'�1ooV_e'ioP TLA�L� Assumed Elevation: C0PJ t te', r'•1 r C H GGA TnJ % (� f� Ft. i fir% H Inspections performed by: C tI R- WC)OI Dates: 15l /0 1 Del * ... ... nd 0 .................... .......... ...... .........2 Development Services Department Approval mCHRSTOPHERR. WOO CE-10387 Reviewedandapprovedby: J�� F0e,LDate: 7/P.2 A S •\,,�`'� (Rev. I2/00) — cto SC-d 0 U- W % Y� N� 0 5 0 A�-••.........•-' •• N e SI tf Permit No. SW040136 Page 2 of 2 Municipality of Anchorage DEVELOPMENT SERVICES DEPARTMENT ON—SITE WATER & WASTEWATER PROGRAM 4700 SOUTH BRAGAW STREET P.O. BOX 196650, ANCHORAGE, AK 99519-6650 On—Site Wastewater Disposal System and/or Well Inspection Report Legal Description: PARADISE VALLEY LOT 18, BLK. 9 PID No.: 020-422-11 SWING TIES s� C 59.8 62.1' D 65.1' 1 90.2' �O 0 °° A SCALE 1"=40' LOT 17 �ti A DRIVE ti p` HOUSE ,p SO `TO. !�° \ D ! C WELL ADVANTEX B SYSTEM MANHOLE s990, LOT 18 �\ LOT 22 •O° r LOT 19 • - MONITOR TUBE 04-29-05 U - SEPTIC PIPETOP OF MONITOR TUBE ENGINEER'S SEAL n ® - TEST HOLE OMMED ELEV 100.0' e0000OOpO ELEVATI❑NS OF q���4 ORIGINAL GROUND pt�� '•• !9 U (NOT TO SCALE) MANHOLE 92.0'9618' MT 94.3' MTHOL �...... .. ... . ..... .. 4.5' 91. 2.8' OQ CHRISTOPHER R. WOOD.- E' OOD: 1D �MTE% E' MOA SAND 91.0' CiJ.'•. CE -10387 , 96.9' •3 GAL 90.3' 90,3' GWT OQ�, ,, 4>4r5� x`89.3' 04'CQA•yy. • o 92.4 92.4• �'S X61.8• �pO Ec Onnaoo�� Apr 11 OS D13:44a P.1 Jun 16 04 D5:15p p.1 t HEFTY: DRILLING 3540 AKU STATP: OF ALASKA `-" LA DRIVE n'1AItrMlNrt1FNAT ��" �r ANCHORAGE. ALASKA 99516 MFN1Nr,, LAN); \v.\ 1I:R t1YDR RBSOIJR�Ey—» �-•: (907)345-0593 \v,:t1.1,,W OLOGIC IIRV)yy�, f:LL LOG :::.. Y:.^.r•:.:_?;•:d Drilling Started:/ 7 / CompT +My Owner Nanx fi Addrcr<: teArte.L Lt ji. •— Section .._..Long: W.....___---.-..._ LE DATA: (front grntmd surface) `NAD: Z OR g] ype, Color S wetness Dcplh r mm Drilling method: rnlar:.•; 1 Cable tool, other Wellvse: OPuhlicsuppiy,lf;)o;,xstic [)Other 1Cti.C.sings� 0 Deptho(ho1e: 26Z , Casing I,lpe: v i•ke—f 'Thickness Casingdianxtcr: ^' Casing=dcpth2' I Z� Liner type: Diauw•t.r W. :n//yLia A.� , w"qulrn ttut. eq+y ro ta t•r r.ut o• 02A10 !t•a•DIp.66.IS020 sn� fAK mwxr )8.05.020, 38.05.0.13, DEPA3tTME qT n>,vbiion. I I AAC9).tanl, Mlaln NT OF NATURALResouRCEs g5 o W ad 4 Water f tydrrj.aie Su+,ey 71b Avc� Suit* 900A Aach(IUV, AK 99501-3S77 •TeltPhone (907) 269.8639 and rnx (907) 562-1311 • tnehes Depth;'u'\;+.";ift - ,Static watcr(rrnu, s, . nl r. .•• ::%'•'tom; 3._ftnn•>:e:r "t:r Pumping Icvc! fi. •field: 1 rxf finerRecovery rate: —ehours av 1:++++. Method ofeliiri 1'S' ! Developmenlnxthot: /f/Je Li Dttta vT1 r. _ F >t Goa Well brake olxnin I 1: )1+c: rt;ru end, �'Opcoholc' • •';+:; moi`!,. ft, Stopped Screen type: -------- -- Slot/mesh size O Pcrforntcd;Starp 1". Sioppcd Sun:"eft r Note: RStopped�=ft. Grout type: Ow�CA volume ..� '. Dc 1h; from _ 1t, to_QZpr. . Pump intake depth: ` it Pump size I+p. I (rand name . e - Was well disinfectedupnn uv.q,!c+ion? Yes. ONo ' •• Method ordisinrcetian: Driller eno........... .-'--.___...___—. Wev Drifter Name. Company Name` plrM:r\• ORt IN Mailing Address: 3;,sp A1< ULA DRIVE City: ANCH—G�Stntrc At..4SKA Phone Number��Ip-99516 -34 b..')$93 Drillers Signature: �'iI A •- - \\rithin the city nfAncla+ragc, It i. rertu�irc�d Iha�t aJeo •• •f ' sent to d;e appmp+intc city nllia• within 60 days PY of)he Wellluf be Ilx wch log I+c sem n. the n,•Cr e % Y and that aaodwCopyof Pernik Nuns+cr:. 9 I o r +y owner within 30 days. . UalcOfissur.: j�E'Y��T� ' Parcel rdcntifcaUrJ Nm+ifr rr . Is wcil lncakd at upprrrvcit lu.n 2Cxation(L� ? •p(SrcaorDNo npr 26 05 01:12p P.2 To: Eagle River Engineering Co. Inc. April 25,2005 From: D.T. Electric Co. Re: Verification of Electrical Code Compliance to the wiring of the Advantec Septic system. This letter stipulates that the wiring of the Advantec Septic system has been wired according to all current applicable electrical wiring codes as of April 25,2005. D.T. Electric Company is a licenced, bonded and insured electrical contracting company. Si crely, '' • l 'I�YG��i��'r ummonds D.T. Electric Co. • MUNICIPALITYOFANCHOR4GE Development Services Department On -Site Water & Wastewater Programj� 4700 South Bragaw Street 1�1 X 2 V P.O. Sox 196650, Anchorage, AK 99519-6650 O (907) 343-7904 t ON-SITE WASTEWATER DISPOSAL SYSTEM /WATER SUPPLY PERMIT Initial Permit Number: SWO40136 Date Issued: May 21, 2004 Expiration Date: May 21, 2005 Parcel ID: 020422-11 Legal Description: (PARADISE VALLEY BLK .9 LT -18 Design Engineer: 0041 AK Water & Wastewater Consultan+ Site Address: Owner Name: Michael Hoyt Lot Size: 24120 SO. FT. Owner Address: P.O. Box 243936 Total Bedrooms: 3 Permit Bedrooms: 3 Anchorage , AK 99524 - This permit is for the construction of: Q✓ Disposal Field 0 Septic Tank Holding Tank ❑ Privy Private Well Water Storage All construction must be In accordance with: 1. The attached approved design. 2. All requirements specked In Anchorage Municipal Code Chapters 15.55 and 15.65 and the State of Alaska Wastewater Disposal Regulations (18AAC72 ) and Drinking Water Regulations (18AAC80 ). 3, The engineer must notify DSD at least 2 hours prior to each Inspection. Provide notification by calling (907) 343-7904 ( 24 hours). ( Not required for a Water Supply Permit only). 4. From October 15 to April 15, a subsurface soil absorption system under construction during freezing weather must be either: A. Open and closed on the same day. B. Covered, sealed, and heated to prevent freezing. Received By: Date: S G Issued By: - M" Date: s 'Zt Oy_ 5/17/2004 Municipality of .Anchorage Mark Begich, Mayor Building Safety Dlivisiotl P.O. Box 196650 • 4700 Bragaw Strcct Anchorage, Alaska 99519-0(350 • (907) 343.8301 • Pae (907) 343.8200 littp://A�w.niunf.org Jeffrey A Gamess Gamess Engineering Group, Ltd. 3701 E Tudor Road Anchorage, AK 99504 Subject: Waiver Request for Paradise Valley Block 9 Lot 18 Waiver Request #WR040024 Parcel ID #020-422-11 Dear Mr. Gamess: Your request for a waiver of the required 10 feet horizontal separation from the Northwest Lot Line to the proposed Drainfield has been approved. The approved separation distance is 5 feet. This waiver approval applies to the existing Lot Line to Drainfield separation only. Any future upgrade to the on-site wastewater disposal system will require all separation distances be met or another approval from this department. If there are any further concerns or questions regarding this waiver, please call our office at 343-7904. Sincerely, tiviIGoodall Engineer II On -Site Water & Wastewater Program Municipality of Anchorage Development Services Department Building Safety Division On -Site Water and Wastewater Program 4700 Bragaw Street s • r r . P.O. Box 196650 Anchorage, AK 995196650 www.ci.anchoragc.ak.us (907)343-7904 Waiver Review Worksheet WR#: 040024 PID#: 020.422-11 HAM _ Permit#: Date Received: 5/1712004 Legal Description: Paradise Valley Block 8 Lot 18 Engineer: Gayness Engineering Group, Ltd. 3701 E Tudor Road Applicant: Michael Hovt Waiver Requested: 5 foot Lot Line waiver to the Northwest Lot Line to the proposed Drainfield Criteria: Geology Points: A. Water Table B. Soil Sorption C. Permeability D. Water Table Gradient E. Horizontal Separation Total: ................... .............................................. ......eeeeee.e Waiver is Granted: List Conditions or Reasons for above: Waiver is not Granted., Date: By: DoE (>nup.f q -- Name Name of Reviewer ................................................•....... e ...................... Rec#: $2204 Amount: $175.00 Date Paid: 5/17/2004 Nu 14CTFCllr; of Ar;i-0'636 AN C1 ii csce9e 3: t;e?t/Sh'Otic s>stazs 34 La.: 15a?CI: To; L's: Crack: $175.01^ $50.00 -------------- $635.00 nicipality of Anchorage opment Services Department Building Safety Division r -Site Water and Wastewater Program 4700 South Bragaw St. 50 Anchorage. AK 99519-6650 www.ci.anchorage.ak.us (907) 343-7904 $635.00 iEWER/WELL PERMIT APPLICATION FOR A SINGLE FAMILY DWELLING Parcel I.D. DZ� ZZ' 1 I Permit Number SW Property owner(s) �A kS 1A (.l' CI' I`i–(7 l� Day phone Mailing address (1) 12 • 0 X Z. H to Mailing address (2) A— D 1(� A li_ Zip Code "l Legal description (Lot, Block & Sub'd.) P� Y�A l > L V (t ` QA n% R 9 L Legal description (Section, Township & Range) Lot Size ZLI , 1 Zo Acres q.Ft. Number of Bedrooms THIS APPLICATION IS FOR: Sewer Only ❑ Well Only ❑ Sewer and Well © Water Storage ❑ Sewer Upgrade ❑ THIS PROPERTY CONTAINS: Hot Tub {z Jacuzzi �] Swimming Pool ❑ Water Softening Unit ❑ Therapy Pool ❑ I certify that the above information is correct. I further certify that this application is being made for a Single Family Dwelling and is in accordance with applicable Municipal Codes. (Signature of property owner or authorized agent) u. N Permit Fees: % 1 Waiver Fees: L1 Date of Payment: Z � (U q Date of Payment: �J/l9fG�i e/ Receipt Number: �V� b C Receipt Number: US'Q 7 (Rev. 12100) S GARNESS ENGINEERING GROUP, Ltd. �^ -- — — CONSULTANTS & GENERAL CONTRACTORS r�rm May 14, 2004 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 upgrade of Septic System for Lot 18, Block 9; Paradise Valley Subdivision AD VANTEN" " TREATMENT SYSTEM To whom it may concern: 1. GENERAL: The proposed 3 bedroom house will be served by a private well and septic system. Several test holes were excavated on the property. We are proposing to design the septic system around the 30 foot radii of our test hole #1. Due to the presence of shallow groundwater, the well radii and the steep topography downslope of the proposed drainficld site, we are proposing to use an Advantex treatment system and a 5 -wide trench type drainfield. 2. SOILS: See the attached log, which shows the soil classifications, groundwater monitoring, and the percolation test results. 3. DRAINFIELD APPLICATION RATE: The intent is to install an Advantex Treatment System that will allow the use of a small drainfield in the area around the 30 foot radii of the test holes. The Advantex system has received class III approval and we are going to assume an application rate of 3.0 GPD/FT'. 4. TRENCII DESIGN: a. Percolation Rate: 1.6 & 2 minutes/inch b. Allowable Application Rate: 6.0 gallons/day/fti c. Proposed Application Rate: 3.0 gallons/day/ft' d. Number of Bedrooms: 3 e. Design Flow: 450 gallons per day f. Minimum Absorption Area: 150 ftZ g. Total Depth: 3.5 feet (max.) It. Sand Filter: 2.0+ feet i. Effective Depth: 0.5 feet 3701 E. Tudor Road, Suite 101 • Anchorage, AK 99507 Ph: (907)337-6179' Far: (907)338-3246' Websitc: www.gamesscnginccring.com j. Width: 5 feet k. Minimum Length: 30 feet long 1. Effective absorption area: 150 ft' 5.ORENCO PACKAGE SYSTEM: The STEP tank with the Advantex Treatment System will be manufactured by Anchorage Tank & Welding to meet the latest design criteria established by Orenco Systems, Inc. The point of contact at Anchorage Tank is Lowell McNutt. As with their standard STEP tank, it is equipped with a high water alarm per M.O.A requirements. 6. SURFACE WATER: There is swale that runs allong the southeast lot line that currently has surface water in it. If the water does not dry up, it shall be covered and buried with drainrock. 7. TOPOGRAPHY: As shown on the attached topography site plan the average topography in the area of the proposed drainfield is a 30+/- percent slope running approximately northeast to southwest. All slopes within 35 feet downhill from the proposed drainfield are to be graded less than 25 percent slope. 8. LOT LINE WAIVER: We request a 5 foot lot line waiver to the northwest lot line to the proposed drainfield. We are unaware of any negative impacts with the granting of this waiver. 9. CLOSING: I am open to any suggestions from your department that would be an improvement to the proposed system. I am unaware of any negative impacts that this installation would impose ondjacent wells, or septic systems. If you have any questions, please call us at 337-6179. l 1 P.E., M.S. NOTE. -Attached is a site plan drawing, a design drawing, an Advantex detail, a trench detail, two soil logs, and a 7 page construction specification letter which are all part of the design package for this septic system. 3701 E. Tudor Road, Suite 101 ' Anchorage, AK 99507 Ph: (907)337-6179' Fax: (907)338-3246 • Website: www.gamcssenginccring.com PARADISE VALLEY S/D; LOT 15. BLOCK 9, / PARADISE VALLEY LOT 17, BLOCK 9. 9, 1 1 ♦♦♦ ;♦ ♦♦ ES ES SIEZMORE TEST HOLES ♦♦♦ ',,ALTERNATE SITE PARADISE VALLEY S/D; ♦♦ LOT 22, BLOCK 9, PARADISE VALLEY S/D; LOT 21, BLOCK 9, ♦♦PARADISE VALLEY S/D; /�- `♦ ♦ LOT 10, BLOCK 4, E VALLEY S/D; ♦♦♦ I 5, BLOCK 4, �♦ ♦ / I , ' ♦v I --,`PARAD VALLEY S/D; / �♦ ♦` ♦LOT 34 34, BLOCK 4, // ♦ i rY / PARADISE VALLEY S/D; LOT 33, BLOCK 4, I / ROPOS 3 BEDRM HOUSE \ OO SEPTIC SYSTCM , PAGE 2 OF 4) PARADISE VALLEY S/D; LOT 18, BLOCK 9, 64W GARNESS ENGINEERING GROUP, Ltd. CONSULTANTS& GENERAL CONTRACTORS 3701 F n" ORAD SIT[ 101 • AWWu A" AN 00W • P. W (0011331-M70' iAX (0071}3A -371.A PREPARED FOR PHONE NUMBER: MIKE HOYT 653-7204 LOT 18, BLOCK 9; PARADISE VALLEY SUBDIVISION; TYPE OF WORK: SITE PLAN FOR PROPOSED SEPTIC SYSTEM UPGRADE Int C.J.G. 1" = 100' PAGE NUMBER: 1 OF 4 PARADISE VALLEY S/D; LOT 20, BLOCK 9, OF rt.. e e A. or ss:' (D C —79 :% 69 THE HOMEOWNER OWNS LOT 17, BLOCK 9, PARADISE VALLEY S/D; 'PROPOSED 100• WELL I EXISTING JAMES SIEZMORE 1 P.E. TEST HOLES ALTERNATE SITE \\ S' LOT LME WANE REQUESTED � \ \ PROPOSED DRANFlELD. EXCAVATE A TRENCH THAT IS 3.5 FEET DEEP MAXIMUM BY S FEET WIDE BY 30 \ FEET LONG. ADD 2+ FEET OF CLEAN, WASHED SEWER \ DRAINROCK. INSTALL TRENCH PARALLEL TO SLOPE CONTOURS. (SEE DETAIL PACE 4 OF 4) PROPOSE WELL / / / / \ / STALL DOUBLE `- INSTALL CLFANOUTS X FOUNDATION / \ CLEANOUT / \ PROPOSED 1500 GALLON ADVANTE% TREATMENT SYSTEM \ \ (SEE DETAIL PACE 3 OF 4) APPROXIMATE LOCATION OF SWALE. IF WATER DOES NOT \ DRY UP SWALE TO BE BURIED IN DRANROCK. NOTE: THE CONTRACTOR SHALL HAVE THE PROPOSED 100 WELL RADIUS AND THE NORTHWEST LOT LINE FLAGGED BY /21/2004 14 DRAWN BY: GARNESS ENGINEERING GROUP, Ltd.SSE: C.J.G. CONSULTANTS& GENERAL CONTRACTORS O d 3101 F TUDOR ROAD. SUrtF 101 • ANf W WGGF. Ac VOSOI • PwONF ("7)337-6170 •FAM (007)35R.37461" c 40' .. .. ............ PREPARED FOR: PHONE NUMBER: PAGE NUMBER: MIKE HOYT 653-7204 2 OF 4• • •. of y ess.s.- LEGAL DESCRIPTION: QO e C 7953 PARADISE VALLEY SUBDIVISION; LOT 18, BLOCK 9, 004' TYPE OF WORK: �14, 0 /easlOA0\ DESIGN OF PROPOPSED WELL AND SEPTIC SYSTEM LOCATION loro0o00�� .' 5/14/2004 DRAWN BY: GARNESS ENGINEERING GROUP, Ltd. C.J.G. CONSULTANTS i GENERAL CONTRACTORS I SCALE' 3701 F TMOR ROAD SIIITF 101 . ANCNORGGF. AF 00507 • PWIN� 00))331- 1)0 • 1. = 40' . f 6 FAX (00A}}p.1i46 PREPARED FOR: PHONE NUMBER: PACE NUMBER: MIKE HOYT 653-7204 2 OF 4 LEGAL DESCRIPTION: PARADISE VALLEY SUBDIVISION; LOT 18, BLOCK 9, TYPE OF WORK: DESIGN OF PROPOPSED WELL AND SEPTIC SYSTEM LOCATION �ftr 'AWe"ss- E 953 kpyo1easio�°oma �l0�0�00 If L PROPOSED 100' WELL RADIUS \� I � EXISTING JAMES SIEZMORE I P.E. TEST HOLES / I� I � � ALTERNATE SITE ti I PROPOSED / PROPOSED DRAINFIELD. EXCAVATE ATHf2 A TRENCH THAT IS 3.5 FEET DEEP -y- MAXIMUM BY FEET 5 WIDE BY 30 FEET LONG. ADD FEET 2+ OFCLEAN. \ ASHED SEWER / DRAINROCKW INSTALL TRENCH \ / PARALLEL TO SLOPE CONTOURS. INSTALL DOUBLE (SEE DETAIL PACE 4 OF 4) INSTALL �' FOUNDATION \ CLFANOUTS CLEANOUT PROPOSED 1500 GALLON ADVANTEX TREATMENT SYSTEM (SEE DETAIL PACE 3 OF 4) \ \ \ APPROXIMATE LOCATION OF l SWALE. IF WATER DOES NOT DRY UP SWALE TO BE BURIED IN DRAINROCK. NOTE: THE CONTRACTOR SHALL HAVE THE PROPOSED 100 WELL RADIUS AND THE NORTHWEST LOT LINE FLAGGED BY .' 5/14/2004 DRAWN BY: GARNESS ENGINEERING GROUP, Ltd. C.J.G. CONSULTANTS i GENERAL CONTRACTORS I SCALE' 3701 F TMOR ROAD SIIITF 101 . ANCNORGGF. AF 00507 • PWIN� 00))331- 1)0 • 1. = 40' . f 6 FAX (00A}}p.1i46 PREPARED FOR: PHONE NUMBER: PACE NUMBER: MIKE HOYT 653-7204 2 OF 4 LEGAL DESCRIPTION: PARADISE VALLEY SUBDIVISION; LOT 18, BLOCK 9, TYPE OF WORK: DESIGN OF PROPOPSED WELL AND SEPTIC SYSTEM LOCATION �ftr 'AWe"ss- E 953 kpyo1easio�°oma �l0�0�00 z z 0 av a i O N N n H a rc W K � o u a 0 w 0 'n n DATE: pdpp 5/21/2004 _o��QF Q DRAWN BY: '` GARNESS ENGINEERING GROUP, Ltd. C.J.G.�: 4 CONSULTANTS i GENERAL CONTRACTORS SCALE. A 4 y4 00 3701 F TUDOR ROAn. $tnTF 101 • AWRAGF, AK 90507 • P~ (007)1376170 • FAX (007)3RL3746 N.T.S. ...... .... . . . • • • . • • • • • • •O PREPARED FOR: PHONE NUMBER: PACE NUMBER: Q MIKE HOYT (907) 653-7204 4 OF 4 Q •, e t y or s:..., LEGAL DESCRIPTION: OQ E 795 PARADISE VALLEY SUBDIVISION; LOT 18, BLOCK 9, �Qn�� ' • .�"o TYPE OF WORK: Q ��� •• Echo DETAIL DRAWING OF PROPOSED SLOPE DISTANCE ����40oo�p000 30' LONG Tr--------------------------------� 1 coMTl lCo L---------------0--------------- ALL SLOPES DOWN HILL OF DRAINFIELD TO BE GRADED TO 25 PERCENT SLOPE OR LESS GRADE - - a W 2t FEET, OF M.OA r ,:'•APPROVED SAND FILTER �-5' WIDE--� GARNESS ENGINEERING GROUP, Ltd. CONSULTANTS i GENERAL CONTRACTORS 41N [ TIMP oven CI nTF IM . eurunvefc e[ oocm . ounu[ /en)ltivane . c..r .enn..e vu FABRIC 5/14/2004 DRAWN BY: C.J.G. N.T.S. PREPARED FOR: PHONE NUMBER: PAGE NUMBER: MIKE HOYT (907) 653-7204 1 4 OF 4 PARADISE VALLEY SUBDIVISION; LOT 18, BLOCK 9. TYPE OF WORK: DETAIL DRAWING OF PROPOSED DRAINFIELD ORIGINAL NOTE: JIM NOTE: THE B INSULATION TO B AdvanTex Treatment System P.E. HAS THE055 INSTALLEDOVER THDE SEPTIC TANK & 4' EXCEPT AX20 -Mode 1aND I U ADV711E BEYOADVANTEX FLTER.ON ALLSTHIS WILLUNDER ALLOW O �e FOR HEAT 70 ESCAPE FROM TANK 40x94Pod & RISE TO THE FILTER ABOVE IT. INLET 6' ,RM CAP FINAL GRADE (TYP.2) 6' PJC PUMP -OUTS (TYP.2) 6' PJC COUPLING CLUED TO TANK (TYP.2) INLET OPTIONAL SLIDE SECTION OF 6' PIPE OVER THIS CONNECTION TO PROVIDE SHEER PROTECTION - EXTEND TO BRIDGE EXCAVATION ---------------- 1500 GALLON ADVANTE; TREATMENT SYSTEM eROCK ROCK 411 b INCH ORENCO SIOTUBE SCREENED VAULT PUMP LIFTSTATION _ 5/14/2004 0!� pF o DRAWN BY: ....... 4 ALASKA «TATER & WASTEWATER SCALE: c.J.G..•Sv4��0 CONSULTANTS, INC. RO*+� �... 1)01 F IIK10R AD. SUOR ITE 101 • ANFHeGFHONE . An 0050) •P (907)537 -6179J(907(907)338-3746•; •••,• O •FAX IOO)IJSA- N.T.S. . ................4A D PREPARED FOR: PHONE NUMBER: PACE NUMBER: Q MIKE HOYT (907) 653-7204 3 OF 4 Je f e A. nese—*D LEGAL DESCRIPTION: Qa C —7953 : pQ PARADISE VALLEY SUBDIVISION; LOT 18, BLOCK 9, 00I� TYPE OF WORK: eO PO\ FOles35OP��O PROFILE DRAWING OF PROPOSED ADVANTEX SEPTIC SYSTEM �400p0000� GARNESS ENGINEERING GROUP, Ltd. CONSULTANTS & GENERAL CONTRACTORS ]AI L noon ROW. SunE lol • NC -OWL M NW7 Fw- W b • IRBSnE: ym....iq...hyewn SOIL LOG — PERCOLATION TEST LEGAL DESCRIPTION: PARADISE VALLEY SUBOMSION: LOT 18, BLOCK 9 PERFORMED FOR: MIKE HOYT DATE: 5/5/2004 DEPTH (feet) __ ORGANICS w/ PEAT TEST HOLE SOIL CLASSIFICATIONS / I- GW ORG o OO�P�O/essiO��p �40�0�00 \ 3 7;7 GP I ML GM CL 4 / GC I! OL GM JDA �v ,.• >nD SW MH '. • SP CH \ 1 t SM OH THO ' 6— SC THN,2 7 DATE GROUNDWA ER 8 SEEP ® 7' 5/5/2004 7.5' 5/12/2004 91 SITE PLAN 1'a 1 oo' 10 ML ! DATE READING CLOCKTIME WATER EL NET DROP t t I (MINUTE) READING (INCHES) 12-1 5/6/2004 1 5:32 - 6' - 2 5:42 10 0' 6- '13 113- - 3 5:42 - 6' - -111111 4 5:52 10 1 0' 6' 14-B.O.11. 5 5:52 - 6' - 6 6:02 10 0' 6- 15- 7 6:02 - 6' - 16 8 6:12 10 0' 6' 9 6:12 - 6' - 17 10 6:22 10 0' 6' 11 6:22 - 6' - 18 12 6:32 10 0' 6- PERCOLATION RATE 1.67 (MIN./INCH) PERC. HOLE DIA. 6 (INCHES) 19 TEST RUN BETWEEN 4 FT. AND 4.5 FT. 20 A FOUR HOUR PRESOAK WAS PERFORMED: N YES ❑ NO SOILS LOGGED BY: KELLY HEITSTUMAN PERCOLATION TEST PERFORMED BY: NICK HEITSTUMAN COMMENTS: PERFORMED BY GEG, Ltd. I, JEFFREY A. GARNESS, CERTIFY THAT THIS WAS ERFORMED IN ACCORDANCE WITH ALL STATE AND MUNICIPAL GUIDELINES IN EFFECT ON THIS DATE: I 04� GARNESS ENGINEERING GROUP, Ltd. CONSULTANTS 6 GENERAL CONTRACTORS 4 O 701 E TIOOn r,0Q. kI1C 101 • MKl10F/!C. M. iY507 • PgMC: DO) 1-61n • LAIC 90) -31N • IY[BSrtE: ya•rrpw•rbq.oan • • • • • • • • . • ....... ....... SOIL LOG - PERCOLATION TEST LEGAL DESCRIPTION: PARADISE VALLEY SUBDIVISION; LOT 18, BLOCK 9 OO ••.J Gorn ss.- PERFORMED s-PERFORMED FOR: MIKE HOYr DATE: 5/5/2004 ���tii 79 `gip (fee!) __-= Q4 0 protess'll 10' 1 ORGANICS TEST HOLE#27]DO000�o w� PEAT 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 CM ML/GM SOIL CLASSIFICATIONS DATE GP I GM GC I ML CL OL 777Z7 I I 5/6/2004 1 SW SP MH CH 6- 1 t 1 SM SC OH 2 DEPTH TO GROUNDWATER DATE SEEP ® 7.5' 5/5/2004 7' 8- 5/12/2004 5/6/2004 1 5:34 – 1 TH12 DATE READING CLOCK TIME NET TIME (MINUTES) WATER LEVEL READING NET DROP (INCHES) 5/6/2004 1 5:34 – 6- – 2 5:44 10 1' 5- 3 5:44 – 6' – 4 5:54 10 1 1' 5- 5 5:54 – 6' – 6 6:04 10 1' 5- 7 6:04 – 6- – 8 6:14 10 1' 5- 9 6:14 – 6' – 10 6:24 10 1" 5- 11 6:24 – 6- – 12 1 6:34 10 1 1' 5' 19 I I PERCOLATION RATE 2 (MIN./INCH) PERC. HOLE DIA. 6 (INCHES) —jI�—JII TEST RUN BETWEEN 4.5 FT. AND 5 FT. 20 A FOUR HOUR PRESOAK WAS PERFORMED: N YES ❑ NO SOILS LOGGED BY: KELLY HEITSTUMAN PERCOLATION TEST PERFORMED BY: NICK HEITSTUMAN COMMENTS: PERFORMED BY GEG, Ltd. I, JEFFREY A. GARNESS, CERTIFY THAT THIS WAS PERFORMED IN ACCORDANCE WITH ALL STATE AND MUNICIPAL GUIDELINES IN EFFECT ON THIS DATE: 0 fMunicipality of Anchorage `lll DEPARTMENT OF HEALTH & HUMAN SERVICES rr,� 825 "L" Street, Anchorage, Alaska 99502-0650 7Y SOILS LOG - PERCOLATION TEST PERFORMED FOR: /I DATE PERFORM LEGAL DESCRIPTION: L I P�r • V a f kwnship, Range, Section: DEPTH G""-� b /� G �/ (FEET) I,QG(%// 2 't CP 30��¢ 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 S�e�Csyar.�, s; / �- yl y rd (/ --:,, /Y, ('lay I0 YP P -5i le &;'' ^ WAS GROUND WATER / \ NCOUNTERED7 S + IF ES, AT WHAT L DE H7 1YY'' E Be IDWater Alter anitoring? SITE rLAN 20 -{ UPERCOLATION RATE (minutevmcn) PERC HOLE DIAMETER / TEST RUN BETWEEN FT AND FT COMMENTS c�af t�ihr��fF� U/1 �cCF?7eb( e E(aY Wei PERFORMED BY: Pi:226 J �'4- CERTIFY THAT THIS TEST WAS PERFORMED IN ACCORDANCE WITH ALLSTATE AND MUNICIPAL GUIDELINES IN EFFECT ON THIS DATE. DATE: 72-008 (Rev. 4/85) <Mr.WYA7 =FMML'�LA:b��r� E&MWiVMAL NAW ►� �tl� 20 -{ UPERCOLATION RATE (minutevmcn) PERC HOLE DIAMETER / TEST RUN BETWEEN FT AND FT COMMENTS c�af t�ihr��fF� U/1 �cCF?7eb( e E(aY Wei PERFORMED BY: Pi:226 J �'4- CERTIFY THAT THIS TEST WAS PERFORMED IN ACCORDANCE WITH ALLSTATE AND MUNICIPAL GUIDELINES IN EFFECT ON THIS DATE. DATE: 72-008 (Rev. 4/85) • y. Municipality of Anchorage DEPARTMENT OF HEALTH & HUMAN SERVICES 825 "L" Street, Anchorage, Alaska 99502-0650 SOILS LOG - PERCOLATION TEST PERFORMED FOR:I �pfl / LEGAL DESCRIPTION: 1, $3 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19• 20, COMMENTS 01 I �i�'GfCrllr�) 2. 2_ 3.41 �1 L 3. - �• 3` 5 14-Y G Ve GM 8.3r, C1. 0 — C-Ul ,5 °ie— C WAS GROUND WATER ENCOUNTERED? IF YES, AT WHAT DEPTH? ✓ Depth to Witer Ake I Monitoring? .tj 40 fo,s '! ......�. W4.1V{k •. T/ • . e. r '�ly'�y,/ 7 E t• DATE PERFO'' I R'M��i��CK ion: $wj( 511, 7" I fit i t .S SITE LAN mom PERCOLATION RATE _. �Inninutevi/njc'h) PPEERC HOLE DIAMETER TEST RUN BETWEEN �U FT AND �_ J FT E2 f nJ PERFORMED BY: /16f L' `, CER74FY THAT THIS TEST WAS PERFORMED IN ACCORDANCE WITH ALL STATE AND MUNICIPAL GUIDELINES IN E F CT ON THIS DATE. DATE: 2-2,0-2y 72-M (Rev. 4/ti Mom -- ��l PERCOLATION RATE _. �Inninutevi/njc'h) PPEERC HOLE DIAMETER TEST RUN BETWEEN �U FT AND �_ J FT E2 f nJ PERFORMED BY: /16f L' `, CER74FY THAT THIS TEST WAS PERFORMED IN ACCORDANCE WITH ALL STATE AND MUNICIPAL GUIDELINES IN E F CT ON THIS DATE. DATE: 2-2,0-2y 72-M (Rev. 4/ti MUNICIPALITY OF ANCHORAGE Department of Health and Human Services On -Site Services Program 825 L Street, Room 502 P.O. Box 196650, Anchorage, AK 99519-6650 (907) 343-4744 ON-SITE WASTEWATER DISPOSAL SYSTEM / WATER SUPPLY PERMIT Initial Permit Number: SW000255 Legal Description: PARADISE VALLEY BLK 9 LT 18 Design Engineer: 0027 James Sizemore & Associates Owner Name: Tom Tredway Owner Address: 6361 Newt Dr. Anchorage , AK 99507 - Date Issued: Jul 25, 2000 Expiration Date: Jul 25, 2001 Parcel ID: 020-422-11 Site Address: Lot Size: 24120 SQ. FT. Total Bedrooms: 3 Permit Bedrooms: 3 This permit is for the construction of: ❑� Disposal Field ❑� Septic Tank Holding Tank ❑ Privy Private Well F-1 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 DHHS at least 2 hours prior to each inspection. Provide notification by calling (907) 343-4744 ( 24 hours ). ( Not required for a Water Supply Permit only ). 4. From October 15 to April 15, a subsurface soil absorption system under construction during freezing weather must be either: A. Open and closed on the same day. B. Covered, sealed, and heated to prevent freezing. 5. The following special provisions. THE ATTACHED PROPERTY OWNER AGREEMENT SHALL BECOME A PART OF THIS PERMIT PACKAGE. Received By: 1 � Issued By: Date: —112//co_ Date: PROBABLE IMPACTS TO ADJACENT PROPERTIES A) WELLS The proposed wastewater disposal system replaces an existing trench that has been in use since the house was built. The proposed wastewater disposal system is designed in accordance with current Municipal Wastewater Disposal Regulations. The proposed bed will be greater than 100 ft. from the well on this lot, and adjacent lots. Therefore there should be no adverse impact on wells from this new bed. B) WASTEWATER SYSTEMS The system is designed in accordance with current Municipality of Anchorage regulations. There should be no adverse impact of adjacent wastewater disposal systems. C) RESERVED SPACE/SURFACE AND SUBSURFACE There is enough space on this lot to put in another replacement system and still maintain the required protective distances between wells and disposal systems. D) DRAINAGE The location of the disposal system will not interfere with any drainage. The area disturbed during construction of the system will be graded and sloped to prevent ponding of water WASTEWATER DISPOSAL SYSTEM LOT 18, BLOCK 9, PARADISE VALLEY SUBDIVISION 0.0 GENERAL 0.1 The scope of this project consists of installation of a 1500 Gallon S.T.E.P. Tank and a 12' x 30' Intermittent Sand Filter. The S.T.E,P. Tank, all distribution lines between the tank and the ISF, Air Compressor, Filter liner, Distribution Piping within the filter is to be obtained from Anchorage Tank. It will be the responsibility of the contractor to build the plywood box for the sand filter. The plywood box shall contain the 30 mil filter liner, 6" of pea gravel over the liner around the 4" slotted under drain pipe, 2' of sand in which the air diffuser line is placed, 6" of pea gravel containing the PVC lateral distribution Piping. The contractor shall furnish the Plywood & lumber necessary to form the filter, the sand and pea gravel, the insulation & Protective pipe for the air diffuser line. All rigid insulation & materials to build the drain field. 0.2 Constriction shall be in accordance with the approved site plan and design drawings, Municipality of Anchorage permit with any special provisions or conditions. Drawings showing installation & proper electrical connections for the S.T.E.P. system are furnished by Anchorage tank. Drawings showing the layout of lateral piping and the manifold piping are furnished by Anchorage Tank with the kit for the sand filter. 0.3 All construction procedures and material used to construct the system shall comply with Municipal and State regulations, 0.4 Unless specifically agreed otherwise, the homeowner shall be responsible for finish grading areas after the system is constructed and soil is compacted and motmded over the sand filter box and the S.T.E.P. 1.0 SEPTIC TANK 1.1 The 15000 gallon Septic Tank, Effluent Pumping (S.T.E.P.) System shall be furnished by Anchorage Tank. The tank shall include two 4" cleanouts for pumping access. 1.2 The S.T.E.P. Tank shall be set level and shall be bedded as necessary to prevent settling or shifting of the tank. 1.3 All pipe connections to the STEP tank shall be made with waterproof mechanical couplings. A cleanout shall be installed upstream of the tank within 5 feet of the house foundation. 2.0 INTERMITTANT SAND FILTER 2.1 The Sand Filter configuration for this site is 12' x 30'. The bottom of the box shall be placed on a level bench excavated into the slope on this sloping lot. The contractor shall excavate approximately 3' of mineral soil from the gravel layer beneath the sand filter box. Filter sand shall be used to insure a level platform for the sand filter box. 2.2 The Installation and Operation Manual furnished by Anchorage Tank with the Sand Filter Kit contains step by step instructions for construction of the Sand Filter. 2.3 Constrict the perimeter frame for the filter. 2.4 Place the 30 mil liner. 2.5 Place the 4" slotted under drain pipe ind the center of the lined box with the discharge end to the drain field penetrating the liner. Place a level layer of 1/4' to 3/8" pea gravel in the bottom of the sand filter. 2.6 Place a six layer of sand over the pea gravel. Lay air diffuser line in a concentric spiral with approximately one foot (1) separation between passes. Use sand piles to hold the position of the air line. 2.7 Place remainder of twentyfour (24") total filter sand layer. Sand should be placed damp to allow good compaction. Wet sand if necessary and place in 6" lifts. Place monitor tubes on sand surface. 2.8 Place two inches of pea gravel over top of sand to support distribution piping. Install pressure lines, manifold, and flush valves. Connect to pressure effluent line from STEP Tank. 2.9 Fill septic tank with clean water and conduct pressure test. Verify minimum squirt height of four feet and check for leaks in pressure piping. Verify trickle hole in tank end of pressure line allows drain back of pressure line. 2. l OInstall snap on orifice shields and cover piping with remaining three inches of pea gravel. Level to one half inch. 2.11Extend 6 inch monitor tubes, lateral cleanouts and valve boxes. All risers shall extend above finished grade. Install two inch 35 psi burial foam insulation and standpipe covers before placing fill. Cover insulation with approved filter fabric material. 3.0 FILTER SAND 3.1 An approved source of ISF sand is central Paving Products "Winter Road Sand" available at the Palmer yard. Substitutes .must have less than 2% passing the # 100 sieve, less than 1% passing the #200, and have 100% passing the #4 sieve. 4.0 PEA GRAVEL 4.1 Locally available washed three eighths inch (3/8") pea gravel is suitable for use in the ISF. Material must have 100 % passing the three eighths (3/8) sieve, and must have less than 20 % passing the one quarter inch (1/4") sieve, and less than 1% passing the #8 sieve. One quarter inch (1/4") pea gravel with round particles and less than one percent (1%) passing the #8 sieve is an approved source, 5.0 ENGINEERING INSPECTIONS 5.1 A minimum of four engineering inspections will be required during construction of the system. One prior to start of excavation. 3.2 The contractor shall coordinate with the engineer at least 24 hours prior to start of construction. A site visit with the engineer prior to start of construction is mandatory for this system. Elev. 900 imM Elev. 979.2 �� !T 22 r 90 0 \ 4 '�o � ss s Zoo, Rad ve11 yeJ s yt°4° ~'Y MSE. LOT 18 BLOCK 9 PARADISE VALLEY SUB. PROPOSED WELL & SEPTIC SYSTEM! SITE PLAN W LU W W LU xxx H N N coo Vf OO N C4 I* N N N N N N l45 a��1 1. 12- x .J� 6�� �� CP MIMI lames F. 5ixexeawo a `d 0 1517 E (R•S SEAL) ® Municipality of Anchorages=i DEPARTMENT OF HEALTH & HUMAN SERVICESVzm 825 "L" Street, Anchorage, Alaska 99502-0650 „ t SOILS LOG - PERCOLATION TEST PERFORMED FOR: T—c 11n l no �� Y �(�/ [ C DATE PERFORNtizt71�-- LEGAL DESCRIPTION: _ {' <~ J %G�"G�' 0 ship, Range, Section: Sw4 DEPTH _ SLOPE SITE LAN AF EET) f7Cfl r l' 2 �wvi AL2 3 A/1 L; 4 6 � G D C M 7- 8-- 8 �c- C, �- 10 11 12 13 14 15 16 17 18 19 WAS GROUND WATER ENCOUNTERED? ' J S IF YES, AT WHAT p/� L DEPTH?jei L= 7, p Depth to Water After ( p Cy Monitoring? Date.L-12 Reading Date Gross Time Net Time Depth to Net Water Drop C, C L� 7— r- ' - 6- v ' 20 -{ Iu1 PERCOLATION RATE-;��(minutesiinch) PERC HOLE DIAMETER (J // TEST RUN BETWEEN FT AND _(d 5 FT COMMENTS d l ei c -C 6) lig( )%% � � /i� 1.4 '�-'< i% G/ I (i f� �'i � /17 T AL I (.� � �7 7 - i PERFORMED BY: �" / �� ` `-` f �l �+ CERWY THAT THIS TEST WAS PERFORMED IN ACCORDANCE WITH ALL STATE AND MUNICIPAL GUIDELINES INE CT ON THIS DATE. DATE: f 72-008 (Rev. 4185) PROPERTY OWNER MAINTENANCE AGREEMENT ON-SITE WASTEWATER DISPOSAL SYSTEM This agreement, dated J L, (y Z 7 , 200 U, is made between the Municipality of Anchorage Department of Health and Human Services (DHHS) and the property owner(s) of This agreement is made for the purpose of maintaining an on-site wastewater disposal system on the subject property. The property owner(s) agree to the following: The property owner(s) will have an annual inspection of the system performed by a registered professional engineer. This inspection shall verify that all effluent and air pumps, timers, and alarms are functioning as designed. Any deficiencies shall be corrected and the engineer's statement that the system is functioning as designed shall be filed annually with the DHHS. f Property Owner Name (Notarize Here r �0,,, PU61 K ion ExP`jl�� 11)ll Property Owner Name State of A Jos kA Judicial District _ SS. On this R day of JLJt,1 in the year 200 , before me, di undersigned notary public, personally appeared: Tnm Tr CjQLI known to me to be the person(s) whose name( is/are subscribed to the within instrument and acknowledged that he/she/they executed the same for the purposes therein contained. In witness whereof, I hereunto set my hand and I*DVicial seal. "" �Q_Lou VD ary PU c (signature) 1 _ (Notary's printed name) My commission expires: 4+ -moo -o44 Municipality of Anchorage Development Services Department Building Safety Division On -Site Water and Wastewater Program 4700 South Bragaw St. P.O. Box 196650 Anchorage, AK 99519-6650 www.ci.anchorage.ak.us (907)343-7904 CERTIFICATE OF HEALTH AUTHORITY APPROVAL FOR A SINGLE FAMILY DWELLING Parcel I.D. O ZO - 4427- - 1 t GENERAL INFORMATION Complete legal description Location (site address or dii HAA # OS r• Irl -.2) Expiration Date:5— Current Property owner(s) Ore- H. I---L 11tWr Day phone Mailing address PO BOX 7:N 3936 ef,vck. 4K 9 9 524f Lending agency Day phone Mailing address Real Estate Agent Day phone Mailing Address Unless otherwise requested, HAA will behold by DSD for pickup. 2. NUMBER OF BEDROOMS: 3 3. TYPE OF WATER SUPPLY: TYPE OF WASTEWATER DISPOSAL: Individual Well [r Individual On-site 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 sample results. (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 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 EA4tt 2Tvt1Z SoCs. Phone 69N Slur 2r Address JOWLI VE91-fl. 5 %411) za 1 617, A< 99537 Engineer's Printed Name C//QTSToPtiga R. r /adh Date Sho%5— Ei 5. DSD SIGNATURE ' IHR OPHERIt .: ✓ Approved for _3 bedrooms. • � '�•,, Disapproved. Conditional approval for bedrooms, with the following stipulations: WATER AND m: Additional Comments �.,.,.__.. Attachments: HAA Checklist X Septic System Advisory Well Flow Advisory Maintenance Agreements Supplemental Engineer's Report Other By: -/ -Octet Original Certificate Date: % 2 — 06— (Rev OW2) 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 HEALTH AUTHORITY APPROVAL CHECKLIST Legal Description: PAI?A b. 5C V kU- E y L-07- 1 4 0 Parcel ID: O Z O ' 1i ZZ ^ / A. WELL DATA Well typePR1 /�1iE If A. B, or C provide PWSID # Date completed > 10 Y Sanitary seal &N) _Ylff-.5 Total depth Z67 ft. Cased to ?H ft. FROM WELL LOG Date of test U07/61 Static water level Z 33 ft. Well production YI g.p.m. WATER SAMPLE RESULTS: Coliform (J colonies/100 ml. Nitrate ). D mg./I. Arsenic: -WA mg./I. Date of sample: 3 176)5_ B. SEPTIC/HOLDING TANK DATA Well Log j9N) iE5 Wires properly protected &N) Y/tS Casing height (above ground) - 2y in. AT INSPECTION NON E "IA ft. A114 g.p.m. Other bacteria colonies/100 ml. collected by: TO HAJ /4A ` b,6 0 Tank Type/Material dNLd ihA1K ��EEL J t Date installed /OZ-C/T Z y Tank size /6'00 gal. Number of Compartments-' Cleanouts t)N) t/ES Foundation cleanout 61N) _YL� Depression over tank (Y/Qt A)O High water alarm (T)N) %ES Date of pumping a6eic walk Pumper ATIA- C. ABSORPTION FIELD DATA Date installed 11 /Z Soil rating (g.p.d./ft2 or - ) 60 System type Wl/ DR VVF4tL16 Length -Sy ft. Width S ft. Gravel below pipe O.S ft. Total depth %D ft. Eft. absorption area ISD ft2 Monitoring tube _I&Ej Depression over field )Q Date of adequacy test lVtw& REU'b Results(Pass/F-ait) Phss For 3 bedrooms Fluid depth in absorption field before test A,/+ in. Water addedA([¢ gal. New depth u/q in. Elapsed Time: NA min. Final fluid depth At /+ in. Absorption rate >= u/a g.p.d. Any rejuvenation treatment (past 12 mo.) (Y/N & type) d!/4 If yes, give date M/,¢ D. LIFT STATION Date installed ..1011106±L -Size in gallons 16-&-o ManhoWAccess r r�1 ) lyE3 "Pump on" level at 12- in. 'Pump off' level at 1q in. High water alarm level at /0 in. Datum 7& OF B10TuBE Cycles tested A/bf Ale&i Meets alarm & circuit requirements? YC -S E. SEPARATION DISTANCES SEPARATION DISTANCES FROM WELL ON LOT TO: i Septic tank/lift station on lot / 0 g Absorption field on lot 13 a Public sewer main + %S Sewer /septic service line + Z S On adjacent lots '7'160 On adjacent tots Public sewer manhole/cleanout 4/00 Holding tank i too SEPARATION DISTANCES FROM SEPTIC/1-19L-9t" TANK ON LOT TO: Building foundation 3$ r Property line 4 of r Absorption field 2 z t Water main t/r50 r Water service line _ [ ZS r Surface water *+-100 Wells on adjacent lots t Ido t SEPARATION DISTANCE FROM ABSORPTION FIELD ON LOT TO: Property line6) 5 Building foundation S S / Water main 'r'/AO i r Water Service line f Z S Surface water *-r-/D0 Driveway, parkingivehicle storage 1' ZS / r Curtain drain f" S() Wells on adjacent lots +to NoN F. COMMENTS V.l Du12roiA 1 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. Engineer's Printed Name GIHL1s1vPM>`IL R. Llocri� Date S//D /o S HAA Fee $ Date of Payment Receipt Number ��J� /✓_ (Rev. 12/01) Waiver Fee $ Date of Payment Receipt Number zdvl 3-26-06t11:67AM: SGS RcL6 CllentName project Namd # Client Sample ID Matrix Sample Remarks: 1051441001 Eagle River Engineering Paradise Valley B9 LIS Paradise Valley B9 L18 Drinking Water :907 6916301 w 2/ All Dates/rimes are Alaska Standard Time Printed DateMme 03/23/2005 7:59 Collected Date/Time 03/17/2005 15:20 Received Daterrime 03/17/2005 16:39 Technical DirectOI Stephen C. Ede Released By Allowable Prep Analysis Init Parameter Results PQL Unita Method Container ID Limits Date Date Nates Department Nitrate -N 1.00 0.100 Microbiology Laboratory Total Coliform 0 mg/L EPA300.0 B (<=10) 03/17/05 CAM col/I00mL SM209222B A (<-1) 03/17/05 TLF � A=::' N S% C:) r - cjl Z -r OCa o OD O 0 rri R. 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M cn > Cc 0 r m Fn > m ADVANCED WASTEWATER TREATMENT SYSTEM MAINTENANCE AND REPAIR AGREEMENT MEMORANDUM OF UNDERSTANDING BETWEEN MUNICIPALITY OF ANCHORAGE AND Tjw, SiT��2w�c Z THIS MEMORANDUM OF UNDERSTANDING made and entered into as of this 1 C1 day of 0. of 2005, by and between �Ta� eZ Ps - -i���w:•—Z. herein the "OWNER," and the Municipality of Anchorage, herein the "MUNICIPALITY." In consideration of the mutual covenants contained herein, the parties to this Memorandum of Understanding agree as follows: 1. ADVANCED WASTEWATER TREATMENT SYSTEMS. Municipality grants permission to Owner to utilize and operate an Advanced Wastewater Treatment System (AWWTS), described as A ,ns�& located at gV-Z4� 1�.,Z�x\Q,,l p,c�c�q Anchorage, Alaska. 2. Definitions. A. Alteration. Any change to the design or function of an AWWTS that includes the installation or removal of any parts, components or pieces not included in the original construction permit and design. Prior to performing any alterations to an AWWTS the owner must obtain a Wastewater Disposal System Construction Permit from the Municipality pursuant to Anchorage Municipal Code (hereinafter, "AMC") 15.65. B. Certificate of On -Site Systems Approval. An approval by the Municipality of existing water and wastewater disposal systems given at the time of property sale and title transfer in accordance with AMC 15.65. These approvals certify that the systems are adequate for the homes that they support and meet the codes that were in place at the time of system construction. C. Damage. Any man-made or natural change in a system that would inhibit the system from performing as designed. D. Maintenance and Repair. The scheduled and as needed replacement of existing parts, components and pieces of an AW WTS that were included in the original design which would allow the AWWTS to continue to perform as designed. E. Permit (Construction) An On -Site Wastewater Disposal System Construction Permit as defined by AMC 15.65. F. Permit (Operating) An Advanced Wastewater Treatment System Operating Permit. An annual permit, issued by the Municipality, that allows the Owner to operate an AW WTS, upon meeting all the requirements of this agreement, the conditions of Operating Permit, the requirements of the On -Site Wastewater System Construction Permit and all relevant provisions of AMC 15.65 3. Fee. Owner shall pay to Municipality an annual fee of ($_a.00), payable on or before the issuance of the operating permit and annually thereafter. The annual fee is due on or before the anniversary date of the approval by the Municipality of installed system. 4. Term. The term of this Memorandum of Understanding shall be for the life of the A W WTS. The term begins on the date of approval by the Municipality of the installed system and shall continue while the AWWTS system is in use or operational or until the property is sold or title is transferred by owner and a new certificate of On -Site approval is issued to the new owner or transferee of the property. 5. Alterations, Installation and Removal or Additional Equipment. Owner agrees not to make any alterations, removal of parts or additions to the AWWTS without a Construction Permit from the Municipality. 6. Maintenance and Repairs. A. Throughout the term of this Memorandum of Understanding, the Owner shall maintain AWWTS in good repair. In addition, it shall be the responsibility of the Owner during the term of this Memorandum of Understanding, and any extensions or renewals thereof, at the owner's sole expense, to pay for any and all: (1)'repair(s), (2) maintenance, (3) adjustment(s), (4) replacement costs, and (5) inspection costs. Further, Owner agrees to comply will all applicable ordinance, laws, regulations, rules and orders for the AWWTS. B. Owner agrees to provide the Municipality a ATitten schedule of routine maintenance and repairs which have been performed on the system pursuant to the terms and conditions contained in the Owner's AWWTS Operating Permit. This schedule shall be submitted to the Municipality annually upon the renewal of the permit. The schedule of maintenance and repair contained in the Owner's AWWTS Operating Permit is: C. Owner acknowledges that the fine schedule for failing to maintain and repair an AWWTS are codified in AMC 14.60. D. Owner agrees that only maintenance, repair personnel certified by the Municipality will inspect and make any necessary maintenance, repairs or permitted alterations to the system. E. Owner agrees to grant the Municipality reasonable access to test and inspect the AWWTS upon 24 hours written notice. F. Owner agrees that any sale or transfer of title of the property will not occur without a new Certificate of On -Site Systems Approval. G. Owner agrees that the relevant provisions of the standard specification guidebook for AW WTS is the governing professional guidelines for the construction, maintenance and repair of the Owner's AW WTS. 7. Nomvaiver. The failure of either party at any time to enforce a provision of this Memorandum of Understanding shall in no way constitute a waiver of the provisions, nor in any way effect the validity of the Memorandum of Understanding or any part hereof, or the right of such party thereafter to enforce each and every provision hereof. 8. Amendment. A. This Memorandum of Understanding shall only be amended, modified or changed by a writing, executed by authorized representatives of the parties, with the same formality of this Memorandum of Understanding was executed and such writing shall be attached to this Memorandum of Understanding as an amendment. B. For the purposes of any amendment modification or change to the terms and conditions of this contract, the only authorized representatives of the parties are: Owner: 7 A yr eS S e.w i (--Z,--, Anchorage: Purchasing Officer C. Any attempt to amend, modify, or change this contract by either an unauthorized representative or unauthorized means shall be void. 9. Jurisdiction: Choice of Law. Any civil action arising from this Memorandum of Understanding shall be brought in the Superior Court for the Third Judicial District of the State of Alaska at Anchorage. The laws of the State of Alaska shall govern the rights and obligations of the parties under this Memorandum of Understanding. 10. Severability. Any provisions of this Memorandum of Understanding decreed invalid by a court of competent jurisdiction shall not invalidate the remaining provisions of the Memorandum of Understanding. OWNER: By: S.'Ck,ewCLL• Date: S-1�t-aaaS STATE OF ALASKA THIRD JUDICIAL DISTRICT MUNICIPALITY: By: Title: Date: ) ss. The foregoing instrument was acknowledged before me this Zi day of 20,0by�7Aus O- S�,! ,E'ct.tvi�2 ,the Al�mrt/ of on behalf oft a Municipality of Anchorage. ;E:�N AfAi?l O ARY PUBLIC FO ALSTAR !P My Commission expires:f''�►O___ Y '