Loading...
HomeMy WebLinkAboutSCHROEDER EAST BLK 7 LT 11Schroeder East Block 7 Lot I I #050-071-13 Municipality of Anchorage • .. Development Services Department : E__ ="<< Building Safety Division _€ = �� On-Site Water & Wastewater Program, 4700 South Bragaw St. P.O. Brix 196650 Anchorage, AK 9951 M650 vwvw.et.anchorage.ak.us (907) 343-7904 Page 1 of 3 Onsite Wastewater Disposal System and/or Well Inspection Report Permit Number. SW040138 PID Number. 050.071-13 Noma: DANNY GILL Wastewater System: ❑ New ■ Upgrade Address: 12707 FAITH CIRCLE * EAGLE RIVER, AK 99507 ABSORPTION FIELD Phone; Na. of Bedrooms: (907) 694-0826 3 ClDeep Trench ■ Shollow Trench 0 8ed O Mound 0Other LEGAL DESCRIPTION sou Rati 0.6w. iatl owth holt wtyna vnm IS,. rL 7.0 MAX n. Block: Lot: Subdivision: 7 11 SCHROEDER EAST ppm to PNw wdtwn hem an,:w peer. SEE DWG. Gre.a depth eowam pipe: 4.0+ rL rL Township: — Range: Section: ro eee.a sow or" 9e Cro _ - SEE DWG. FL 75 n WELL: ❑ New [] Upgrade area wish: 5 NwnWr Of rw. 1 Oeaeee Meeen h.. FL rL clwdtiod. (Prhote, AR.C): Told ppm: To: ) Tad ekewpoan Oreo: a Pp mwki: rL n. 750 so, FL D 3034/ SCH 40 PVC static wr tawl: a kwA~' Oab yw': SOUTH FORK CONSTRUCTION 11/23-29/7004 wa. �\NG to 0d. �.� re �:D4-'Qt ito TANK v41k So At r-"IMS•• w•.e G/OwM: aw rL rL SEPARATION DISTANCES 0Septic 0Holding ■S.T.E.P. 0Other To Septic Absorption Uft Holding Ofk/Prhale aO""tOCh"w' Copxiry k, 9." w' tram Tank Field Station Tank 5..« tew. ANCHORAGE TANK 1250 Well 100'+ 100'+ 100'+ — 25'+ aatwwE STEEL o 0..V t W: 2 Surface water 100'+ 100'+ 100'+ — — LIFT STATION Lot Una 5'+ *1'+ 5'+ - - w. k, twum� Naadoelw« 1250 ANCHORAGE TANK ORENCO SYSTEMS Foundation 5'+ 10'+ 5'+ — — en M.el a: of wvw eL 1 Nish colo awm ot: 41 41" 1 45" Curtain Drain NO KNOWN °"Iw Yv1ie t troea. Dectrka kwwdwrt n pe"'. ep /20 OSI 05 HHF RISING SON ELECTRIC Remarks: BENCH MARK *LOT LINE WAIVER REQUESTED SEE ATTACHED LETTER. bpcaion .aa oeeeripkore TOP OF DECK EAST SIDE OF HOUSE Meunwe EMwbw< 100.00 rL ENGINEERS SEAL O �OQO� 0 QF �s��� Inspections performed by: GEG, Ltd. Dates: 1st 11/23/2004 „y��� 2nd 11/24/2004 D 3rd 11/29/2004 OQ' p ....... Development Services Depart m nt Approval Q ° '•, CE-7 5 oo�, • Reviewed and approved by: Date: �'- 1.3 ",a G ..t�P��40�� rofeeslo^ a� F (R... ,x/ot) o'er 0� PERMIT NUMBER: SW040138 AS -BUILT DRAWING 1 Mli C� WTI MT2 O s i • 1 • . '- ' `� EXISTING \'::�,�"i •. '1 BEDROOM HOUSE ,I r \ EW 1250 GALLON S.T.E.P. TANK w/ DUAL OUTLET PARCEL 10 NUMBER: 050�-071-13 I c 1 36.04 20.93 8.62 39.73 23.39 13.53 41.04 24.55 198.07 58.83 41.69 35.61 49.43 46.21 69.17 i v�W O J v� ^ov' 3 II I ' I yTH/1 MT2EW ORAINFlELD C� EXISTING DRAINrIELO TO BE USED AS A RESERVE \ \ SITE. I I 1 I GARNESS ENGINEERING GROUP, Ltd. CONSULTANTS i GENERAL CONTRACTORS�� 3701 F TUDOR ROAD. SURF 101 • ANCN(MAGF, An 00507 • RNONF (0071331.6170 • FA[ (007)3383246 DATE: po Ot` 12/1/2004 A� DRAWN 81. LC RLC a� N ...ti_ 'REPARED FOR: PHONE NUMBER: SAGE NUMtlER: DANNY GILL (907) 694-0826 2 OF 3 �... . ""'""""""' LEGAL DESCRIPTION: a re A. arness: SCHROEDER EAST S/D LOT 11, BLOCK 7 QQ"�'e Cs%11�oi� TYPE OF WORK;�o reasio�p5 AS jD —BUILT DRAWING OF SEPTIC SYSTEM UPGRADE 4�O4pO�ODpd PERMIT NUMBER: A S -BUILT D RA� 1 I N G P050 ID NUMBER: SWO4O138 050-071-13 r52 GRADE .54+TOP OF TNM AT STISTMH INLET . 94.54 TOP OF TANK AT OUTLET . 94.53 9+GERT BUNG . e4.04 J I I NEW 1250 GALLON S.T.E.P. TANK FINAL GRADE . 103.89-104.12 ORIGINAL GRADE . FILTER FAORIC� 102.29-104.29 INSULATKIN �r DATE: p 12/1/2004 DRAWN BY: GARNESS ENGINEERING GROUP, Ltd. SCALE: RLC Q co CONSULTANTS i GENERAL CONTRACTORS �� 0 570, E TUDOR ROAD, SUITE 101 • ANCHORAGF. AX 99507 - FNONF (907)33)4179 • FAX (9071338.3740 N.T.S. • • • • •I . 0 PREPARED FOR: PHONE NUMBER: PAGE NUMBER: Q Q DANNY GILL (907) 694-0826 3 OF 3 a t :U y A. arness O LEGAL DESCRIPTION: O rJ e v SCHROEDER EAST S/D LOT 11, BLOCK 7 TYPE OF WORK:Ile � pFfol/e33ti0D0\ PROFILE AS—BUILT DRAWING OF SEPTIC SYSTEM UPGRADE ��400000�6 GARNESS ENGINEERING GROUP, Ltd. CONSULTANTS & GENERAL CONTRACTORS May 25, 2005 Municipality of Anchorage Development Service Department Building Safety Division On -Site Water & Wastewater Program P.O. Box 196650 Anchorage, Alaska 99519-6650 Ref: Septic System for Schroeder East Subdivision; Lot 11, Block 7, To whom it may concern: We request that your department issue a 1 -foot lot line waiver from the north property line to the new drainfield. l am unaware of any adverse impacts this waiver would have on adjacent wells or septic systems. �1f you have any questions, please contact us at 337-6179. Thank you for your assistance. . WAIVER FEE: ,a- /qs co PAYMENT DATE: 1I710e, RECEIPT#: 3& a ell 11 E. Tudor Road, Suite 101 • Anchorage, AK 99507 Ph: (907) 337-6179 • Fax: (907) 338-3246 • Website: gamessengineering.com Municipality of Anchorage M). DA 190th) a Aachomgc. Alaska 9M19-fifi,40 a Tcicphonc (9D713%:1R Y)i a Pax (907) 34XPQ()o 4700 nmlate- Stwct a Anchomgc. Alaska ()!A507 Mayor Mark Begich %xwnitanl.org Buil(ling Safcty DI-Osion 4/13/2006 Gamess Engineering Group 3701 E. Tudor Road, Suite 101 Anchorage Ak. 99507 Subject: Waiver Request for Sch rocdcr East Block 7 Lot 11 Waiver Request #WR060010 Parcel ID #050-071-13 Permit # 040138 Dear Engineer, Your request for a waiver of the required 10 feet horizontal separation from the absorption field to the property line has been approved. The approved separation distance is 1.0 feet. This waiver approval applies to the existing absorption field to property line 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, Jeffrey W. Poet Engineering Technician On -Site Water & Wastewater Program Community, Security, Prosperity Municipality of Anchorage Development Services Department • +..r Building Safety Division On -Site Water and Wastewater Program 4700 Bmgaw Street P.O. Box 1%650 Anchorage, AK 99519.6650 www.ci.anchoragc.ak.us (907)343-7904 Waiver Review Worksheet WR#: 060010 PID#: 050-071.13 HA#: Permit#: 040138 Dale Received: 417/06 Legal Description: Schroeder East Block 7 Lot 11 Engineer. Garness Engineering Group 3701E Tudor Road Suite 101 Anchorage Ak 99507 Applicant: Danny Gill Waiver Requested: I foot separation distance absorption Reid to property line Criteria: Geology Points: A. Water Table B. Sat Sorption C. Permeability D. Water Table Gradient E. Horizontal Separation Total: ............................................................................... Waiver is Granted: Waiver is not Granted: Ust Conditions or Reasons for above: Date: 14-13-o(., By: Ze Ci a Reviewer ............................................ . ..a............................. Rec#: 4/7/O6 Amount: $175.00 Date Paid: 4/7/06 May 03 2006 8:30AM Rising Son Electric, Inc. 622-6777 p.2 I Rising San ELectric, Inc. : `f% 4916 \\!oodLand Drive I_agLe River, A4 9957/ (g07) 622-67%7 - vJ May 3, 2006 Garness Engineering Attn: Jeff Garness 3701 E. Tudor Road Ste. #101 Anchorage, AK 99S07 Re: Lot 11 Block 7 Schroeder East - 12707 Faith Cirde, Eagle River, AK 99577 Dear Jeff: The lift station at the above referenced property hos b3een 1.0red in accordance with NEC and State/Local codes. Thank you. Sincerely, 2 Kevi HomWckle, owner Administrator License Number 1284 Spedaity Contractor License Number 27285 • MUNICIPALITY OFANCHORAGE Development Services Department On-Site Water & Wastewater Program 4700 South Bragaw Street CO tt/ n11�� 1 �C,OX'(\ P.O. Box 196650, Anchorage, AK 99519-6650 (907) 343-7904 ON-SITE WASTEWATER DISPOSAL SYSTEM PERMIT Initial Date Issued: May 25, 2004 Expiration Date: May 25, 2005 Permit Number: SW040138 Parcel ID: 050-071-13 Legal Description:ISCHROEDER EAST BLK"7.LT,-11, Design Engineer: 0041 AK Water & Wastewater Consultant Site Address: 012707 FAITH CIR Owner Name: Danny Gill Lot Size: 25783 SO. FT. Owner Address: 12707 FAITH CIRCLE Total Bedrooms: 3 Permit Bedrooms: 3 EAGLE RIVER. AK 99577-7552 This permit is for the construction of: ❑✓ Disposal Field Q Septic Tank ❑ Holding Tank ❑ Privy ❑ Private Well ❑ Water Storage All construction must be in accordance with: 1. The attached approved design. 2. All requirements specified in Anchorage Municipal Code Chapters 15.55 and 15.65 and the State of Alaska Wastewater Disposal Regulations (18AAC72 ) and Drinking Water Regulations (18AAC80 ). 3. The engineer must notify DSD at least 2 hours prior to each Inspection. Provide notification by calling (907) 343-7904 ( 24 hours ). ( Not required for a Water Supply Permit only ). 4. From October 15 to April 15, a subsurface soil absorption system under construction during freezing weather must be either: A. Open and closed on the same day. B. Covered, sealed, and heated to prevent freezing. Received By: Date: S, Issued By. Date: 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.cl.anchorage.sk.us (907)343-7904 ON-SITE SEWER/WELL PERMIT APPLICATION FOR A SINGLE FAMILY DWELLING Parcel I.D. Finan — o--) i — i,; Permit Number 4;1 Property owner(s) _ DANNY GILL Day phone 694-0826 Mailing address (1) 12707 FAITH CIRCLE • EAGLE RIVER. AK. Mailing address (2) Zip Code 99567 Legal description (Lot, Block & Sub'd.) S CHRO D R EAST SUBDIVISION, OT 11. BLOCK 7. Legal description (Section, Township & Range) F'Ci �-Um--on ► k t_ , t [ - 1n _ Lot Size ZSj S3 Acres q.F Number of Bedrooms 3 THIS APPLICATION IS FOR: Sewer Only ❑ Well Only ❑ Sewer and Well ❑ Water Storage ❑ Sewer Upgrade 0 THIS PROPERTY CONTAINS: Hot Tub ❑ 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. GARNESS ENGINEERING GROUP, Ltd. Permit Fees: 'YK' o Date of Payment: Receipt Number. Waiver Fees - Date of Payment: Receipt Number: GARNESS ENGINEERING GROUP, Ltd. CONSULTANTS & GENERAL CONTRACTORS May 17, 2004 Municipality of Anchorage Development Service Department On -Site Water & Wastewater Program 4700 South Bragaw Street P.O. Box 196650, Anchorage, Ak 99519-6650 (907) 343-7904 Ref: Proposed Septic System for Schroeder East Subdivision; Lot 11, Block 7, To whom it may concern: The existing 3 bedroom house is served by a private well and septic system. The septic system consists of a 1000 gallon steel septic tank and a bed type drainfield installed on 7/28/1996. The homeowner has requested an upgrade due to problems with the drainfield. We are proposing to excavate the existing septic tank and verify the integrity. If the integrity is found to be good, then we are proposing to have a 500 gallon S.T.E.P. tank. if the integrity is found to be poor, than the existing tank is to be abandoned completely and a new 1250 gallon S.T.E.P. tank is to be installed. We are also proposing that a 5 -wide pressurized drainfield be installed. One test hole was excavated on the property. The drainfield will be designed around the 30 foot radius of this test hole. Comments regarding the design are summarized as follows: 1. SOILS: See the attached logs which shows the soil classifications, groundwater monitoring, and the percolation test results. It is our opinion that an application rate of 0.6 gallons/day/R2 should be used. 2. TRENCH DESIGN: a. Percolation Rate: 20 minutes/inch b. Proposed Application Rate: 0.6 gallons/day/112 c. Number of Bedrooms: 3 d. Design Flow: 450 gallons per day e. Minimum Absorption Area: 750 f12 f. Total Depth: 7.5 feet (maximum) g. Effective Depth: 4 feet (minimum) h. Width: 5 feet i. Reduction Factor: 0.50 j. Minimum Length: 75 feet long k. Effective absorption area = 750 ft2 3701 E. Tudor Road, Suite 101 • Anchorage, AK 99507 Ph: (907) 337.6179' Fax: (907) 338-3246' Website: gamessengineering.com Note: the distribution line is to be 1.25 inch sch. 40 pvc with''/. inch diameter holes spaced 29 inches on center (30 holes in entire system). 3. SURFACE WATERS: There are no surface waters within 100 feet of the proposed septic upgrade. 4. TOPOGRAPHY: The proposed drainfield is to be installed near the base of a steep slope that ranges from 25% to 100% slope. The slope bowls around the house. The drainfield is to be installed at an arc so that it is parallel with the slope. The downhill from the drainfield will range from 5% to 20% slope. We are unaware of any adverse impacts this installation would have on adjacent wells or septic systems. If you have any questions, please contact us at 337-6179. Thank you for your assistance. A Si .E., M.S. NOTE: A site plan drawing, a design drawing, a soil log, 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 • %Vebsitc: gamessengineering.com -- ------ ----- ------ ------ ----\ \ LOT J, LOT 4, LOT S, LOT 6, LOT 7, \\ \\ LOT 8, DEBORA S/D DEBORA S/D DEBORA S/D DEBORA S/D DE80RA S/D \\ \\ DEBORA S/D -1 r --------- I I I I 1 I LOT 15, BLOCK 7. I ISCHOEDER EAST II I I / IIIII1iI1I II I I IIII1IIIIII \\ S/D D SCDRCI SCHOEDER S/ II ---------�II 1Ir-----_----------------- - - LOT 13, BLOCK 7, SCHOEDER EAST S/D LOT 14. BLOCK 7, I I EXISTING\\ SCHOEDER EASE S/D %1 SEPTIC SYSTEM \\ 11 \ I LOT 7, BLOCK 6, �J SCHOEDER S/D LOT 6, BLOCK 6. SCHOEDER S/D V / Ceij/ / 1 �♦ 1 \` LOT 12. BLOCK 7. % SCHOEDER FAST S/O EXISTING BEDROOM i I OUSE LOT 11. BLOCK 7 SCHOEDER EAST S( \\ARS \ LOT 10. BLOCK 7. SCHOEDER EAST S/D LOT 9, BLOCK 7. SCHOEDER EAST S/D LOT 8, BLOCK 7, SCHOEDER EAST S/D 7, RAL GARNESS ENGINEERING GROUP, Ltd. sGA� CONSULTANTS& GENERAL CONTRACTORS 1" = 1OO' X"'C TMAQ PPA9 .bnTP Int . AWMArF. AR 00W • P.,MJ (007150.6170 • PAX WMIA.5)LM1 PREPARED FOR PHONE NUMBER: PACE NUMBER: DANNY GILL 694-0826 1 OF 2 LEGAL DESCRIPTION: SCHROEDER EAST SUBDIVISION ; LOT 11, BLOCK 7, SITE PLAN FOR PROPOSED SEPTIC UPGRADE DESIGN, 2 OF 2) UNDEVELOPED W� ,FV 7953- ..... *' 10 A,jo -rue NOTE THE CQNTRACTOR SHALL HAVE THE N9RTH AND SOUTH LOT UNES FLAGGED BY A REGISTERED LAND SURVEYOR PRIOR TO CONSTRUCTION. �/ ', •�•'v tf�-j,%� 3BpEplRfi0E0M J 1 1 TANK WITH DUAL OUTLETS (SEE NOTE) i /THE EXISTING DRAINFIELD TO BE USED AS A RESERVE SITE L1_I / //i ""`PROPOSED `PROPOSED 1 / EXISTING 1000 �� EXCAVATE A TRENCH THAT TENT IS 6 7.3 FEET DEEP MAXIMUM BY 5 FEET WIDE BY 75 GALLON SEPTIC TANK 1 TO BE EXCAVATED AND FEET LONG. ADD 4 FEET OF CLEAN \ WASHED DISTRIBUTION THE INTEGRITY VERIFIED PROPOSED 500 I (SEE NOTE) -7 GALLON S.T.E.P. �/ ', •�•'v tf�-j,%� 3BpEplRfi0E0M J 1 1 TANK WITH DUAL OUTLETS (SEE NOTE) i /THE EXISTING DRAINFIELD TO BE USED AS A RESERVE SITE L1_I / //i ""`PROPOSED `PROPOSED >, \ \ �� EXCAVATE A TRENCH THAT TENT IS 6 7.3 FEET DEEP MAXIMUM BY 5 FEET WIDE BY 75 FEET LONG. ADD 4 FEET OF CLEAN \ WASHED DISTRIBUTION / \ SEWER ROCK. THE UNE IS TO BE 1.25 INCH SCH. 40 PVC WITH 1/4 INCH DIAMETER HOLES SPACED 29 INCHES ON CENTER (30 \ HOLES TOTAL) O CSEPTIC NOTE: IF THE INTEGRITY FOUND \ TO BE GOOD, THAN INSTALL A z� 500 GALLON S.T.E.P. TANK WITH \ I +F DUAL OUTLETS. IF THE INTEGRITY IS FOUND TO BE . THAN ABANDON THE TANKPOORCOMPLETELY AND TALL 1 I GALLO A NEW5OUTLETS' Cn S.T.E.P TTANK WITH DUAL GARNESS ENGINEERING GROUP, Ltd. ••-•-•�•--- CONSULTANTS& GENERALCONTRACTORS 1706 F TIID,P GOAD Sni TF 101 • ANC,,N AGF. AK 00507 • PNONF (901)!!7.6170 • FAR (007N1Pdi6M1 iREPARW FOR: PHONE NUMBER: DANNY GILL 964-0826 SCHROEDER EAST SUBDIVISION: LOT 11. BLOCK 7 E OF WORK: SITE PLAN FOR PROPOSED SEPTIC UPGRADE I 5/18/2004ovOF 0 ,mac c �EW I -17,5*a Q -7 e( oda Dmo • " A GARNESS ENGINEERING GROUP, Ltd. W •---�•—d—��•� CONSULTANTS 6 GENERAL CONTRACTORS .1701 L iE OXrE 101 • N N'A7 • N1011C: CW7)M7- jn • AM: W N • WDN : gwm�4mwpq a SOIL LOG — PERCOLATION TEST LEGAL DESCRIPTION:SCHROEDER EAST SUBDIVISION; LOT 11, BLOCK 7 PERFORMED FOR: DANNY CILL DATE: 5/10/2004 (feet yy=y ORGANICS 1 TEST HOLE F11 SOIL CLASSIFICATIONS 12' 5/10/2004 12.5' 5/12/2004 Iso-' GWORG 6' — 2 2:00 30 4 1/2- 1 1/2- 3 2:00 ML \� 1 4 GMGP 30 1 4 1/2- CL —�� LOT 12. BLOCK 7. R• 6' — 6 3:00 30 SCHOEDER EAST S/D 1 1/2- 2 - GC OL Z j a SW MH •'•� SP CH�/ SM SC -:J DEPTH TO GROUNDWATER DATE 12' 5/10/2004 12.5' 5/12/2004 13' 5/17/2004 6' — / -:ZLOT 11. BLOCK 1 / �. SCHOEDER EAST DATE READING PERCOLATION CLOCK TIME NET TIME (MINUTES) WATER LEVEL READING NET DROP (INCHES) 5/12/2004 1 1:30 — 6' — 2 2:00 30 4 1/2- 1 1/2- 3 2:00 — 6• — 4 2:30 30 1 4 1/2- 1 1/2- 2•5 5 2:30 — 6' — 6 3:00 30 4 1/2- 1 1/2- 2 - -:J PERCOLATION RATE 20 (MIN./INCH) PERC. HOLE DIA. 6 (INCHES) TEST RUN BETWEEN 4.5 FT. AND 5.0 FT. A FOUR HOUR PRESOAK WAS PERFORMED: N YES ❑ NO SOILS LOGGED BY: JODY MAUS PERCOLATION TEST PERFORMED BY: JODY MAUS 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: i e 0 F e Municipality of Anchorage Page I of DEPARTMENT OF HEALTH AND HUMAN SERVICES ENVIRONMENTAL SERVICES DIVISION P.O. Box 196650 • Anchorage, Alaska 99519--6650 • Telephone: 343-4744 On -Site Wastewater Disposal System and/or Well Inspection Report Permit Number: 5i 16 003a PID Number: — Oso - o *71 - f Name: MPSoN Jo �Ne Wastewater Sy ' stem: New ❑ Upgrade _ Address: // EAV"F Klvett I 1 3�{3 �At!'f IN� aR1A Ate, q 1571 ABSORPTION FIELD Phone: �9 C 0 70 No. of Bedrooms: ❑Deep Trench El Shallow Trench tQ Bed ❑Mound ❑Other LEGAL DESCRIPTION Soil Rating: C7 9� Total Depth from '5 original grade: GPD/Sq. Fl. _ Lot: Block: Subdivision: Depth to pipe bottom from original grade: Gravel depth beneath pipe it - !x 14 Ko F_ D6R EAST 2i• Ft. © P-'' Ft. Township: Range: Section: Fill added above original grade: Gravel length: , 3�. S Q - 0.5 Ft. Ft. WELL.: New ❑Upgrade Gravel width: / 1 Number of lines: Distance between lines: Zt5 r Ft. • Ft. Classification (Private, A,B,C): Total Depth: Cased To: Total absorption area: Pipe material: A S-rm O -3e3N rf,I J,6, TE 2001 Ft. 110. 5 Ft. 562 •S SO. Ft. / roto Driller: 5 WATM I,J Date Drilled: 4 /96 Static Water Level: Installer: ,' 11 / wA'L)�fL Date installed: �-•ZQ''I C VL-L,,jad EiIGS S FL 1-oP15?. Yield: I Pump Set at: I I Casing Height Above Ground: ' d• TANK GPM (1I-- Ft. I Ft. SEPARATION DISTANCES RSeptic OHolding ❑S.T.E.P. _ To Septic Absorption Litt Holding Public/Private Manufacturer: Capacity in gallons: From Tank Field Station Tank Sewer LinesL�-''Q` 100c) Well _ ZSI I Material: `J�TEEt Number of Compartments: 2. Iool¢ 100 f -- Surfac Watere 10000 v — LIFT' STATION: Lot Line f I Size in gallons: I Manufacturer: Foundation / 1 __-- "Pump on" level at: "P oif"level at:� High water alarm at: b 10 r Curtain Pump Mak SI" Electrical Inspections performed by: Drain — IJ 0 d 6 ow /1 - - 1/-= BENCH MARK Remarks: _ Location and Description: Tg6,oT--rom °F SIv,N(> AT Pal.lr ifAv Assumed Elevation: IDO.o ® E fell Inspections performed b�:& S ENGINEERINGDates: 1st$ 17034 Eagle Rlver Loo p Road, No 204 2nd -7-7-9-1C q ROOERT C. COWAN Eagle River, Alaska 99577 •,� CE - 8801 Department of Health and, Liman Se vices approval 'I't+ `, ., ,.;, , • ,. , , Reviewed and approved by: Date: 8-20 -7"% i,t-•=~��- 72-013 (Rev. 9/91) MOA 25 Permit No. SW960039 Page _ 2 of 2 Municipality of Anchorage DEPARTMENT OF HEALTH AND HUMAN SERVICES ENVIRONMENTAL SERVICES DIVISION P.O. Box 196650 • Anchorage, Alaska 99519-6650 • Telephone: 343-4744 On -Site Wastewater Disposal System and/or Well Inspection Report Legal Description LOT 11, BLOCK 7, SCHROEDER EAST S/D PID No.: 050-071-13 72-013 A (Rev. 9/91) MOA 25 A B FCO 6.5 20.0' 100' WELL RADIUS o- 21.5' RLL ST2 19. DEL_ DBL2 23, 23.0' N 9/mss C01 37. 24.5' y MT —1 29. 17.0' CO2 47.-c' 21.5' MT2 5 5—.E 30.0' o= 0 T�#2 98.9' 98.1' c� MT2 CO CO2 11T1 FINAL GRADE a /�00Q D I 0 ST 11 NIT2. eiz M'1'2= 93.3 CO2 94.3'J M'I'1 = 93.7' \ \ NEW 1000 GAL. 86. 1 \ / SEPTIC TA' I< NA'1'Cl2 SOUND 84." 9--21-94 B.0.11. NEW BED T1 s'r2 EAL 99.0' ® FINAL GRADE �PENG ii0i.. NEW nh�y�, ' i I i, iHi.ya1-Yli fi C/ ' \-9 1.6' SCALE 1" = 40' ,full 71� l ROBERT C. COWAN f w, C'1iL sa CE 8801AOP i -ems" 72-013 A (Rev. 9/91) MOA 25 te v. pr#t rb DOC Co. aba SULLIVAN WATER WELLS P.O. BOX 670272, CHUG IAK, ALASKA 99567 • TELEPHONE 688.2759 OWNER OF 1LAND J 3 ('1 VJ 'T H 0 ✓n .moi /'V ADDRESS ! �7 14,� J�q✓J I P i Lqk )a �0/L LEGAL DESCRIPTIO /07 ) _1< S-C14W0600,0Z DATE - Started Ended PERMIT NUMBER DEPTH OF WELL a a o STATIC LEVEL OF WATER PT. z IIT. `" DRAWDOWN FT. — GALS. PER HR ,� Za /I KIND OF CASING KIND OF FORMATION: l From Q Ft. to a Ft. C { l S rJG TlGKJ From Ft. to—_Ft From. -2 _Ft. to -y -_Ft. f%yl= tr Q �rZOG ✓� From Ft. to -L -6,—Ft. From- q Ft. to Ft. C - _L/ Tj STD `G1/4 �- Froml_l-_&— Ft. to Ft. '-' 4- V'f (,j !64 J C L From Ft. to� Ft. /From Ft. to U �' 1/ �� From Ft. to__�(1�� m� From Ft. t(Mu4fel gii r n r= r �% Ocpt. Heap �mnchorage From_=Ft. to�_Ft. /JC �,1 ULA /� rC From Ft. to L_ an Secy ' Bp' -- IC®B — From_�_Ft. to��Ft. %Jf �l J C�_ �i�_ ci From Ft. to Ft. From_(O a _Ft. to r3//II:'v��� From Ft. to Ft. From_l�_ Ft. to Iy S Ft. ,Ac d Q c ' From Ft. to-- Ft. From Ft. to Ft. S �'� n s tv/ J From Ft. to --Ft. From %/ 4 Ft. toFt.— '`o��cx_ �r From Ft. to Ft. From l 6 ! Ft. toi-TLFt.From- Ft. to --Ft. n n r (i J i I< i 2_._. From / � 3 Ft. to_/ Y3Ft. 4 EE-04iC /C_ T> 4� �U� J/Fr�m _Ft. to Ft. From Ft. to Ft. '� �rg',n From Ft. to Ft. From/f 3._Ft. toj,.a3 Ft. 1-'A) (0C.&L/� IT From Ft. to _Ft. From Ft. to Ft. Prom_ Ft. to Ft MISCL.INFORMATION: qe s From Ft. to Ft. From Ft. to Ft— DRILLER'S NAME �ler ` PAGE 1 OF 1 MUNICIPALITY OF ANCHORAGE DEPARTMENT OF HEALTH AND HUMAN SERVICES P.O. BOX 196650, 825 "L" STREET, ROOM 502 ANCHORAGE, ALASKA 99519-6650 ON-SITE WELL AND WASTEWATER DISPOSAL SYSTEM PERMIT PERMIT NUMBER:SW960039 DESIGN ENGINEERS & S ENGINEERING OWNER NAME:THOMSON JOHN E OWNER ADDRESS:12707 FAITH CIR EAGLE RIVER, ALASKA 99577 PARCEL ID:05007113 LEGAL DESCRIPTION: SCHROEDER EAST BLK 7 LT 11 LOT SIZE: 25783 (SQ. FT.) NUMBER OF BEDROOMS: 3 THIS PERMIT: 3 THIS PERMIT IS FOR THE CONSTRUCTION OF: DISPOSAL FIELD /SEPTIC TANK / WELL SYSTEM ALL CONSTRUCTION MUST BE IN ACCORDANCE WITH: DATE ISSUED: 4/03/96 EXPIRATION DATE: 4/03/97 1. THE ATTACHED APPROVED DESIGN. 2. ALL REQUIREMENTS SPECIFIED IN ANCHORAGE MUNICIPAL CODE CHAPTERS 15.55 AND 15.65 AND THE STATE OF ALASKA WASTEWATER DISPOSAL REGULATIONS (18AAC72) AND DRINKING WATER REGULATIONS (18AAC80). 3. THE ENGINEER MUST NOTIFY DHHS AT LEAST 2 HOURS PRIOR TO EACH INSPECTION. PROVIDE NOTIFICATION BY CALLING 343-4744 ( 24 HOURS ) (NOT REQUIRED FOR WELL ONLY PERMIT) 4. FROM OCTOBER 15 TO APRIL 15 A SUBSURFACE SOIL ABSORPTION SYSTEM UNDER CONSTRUCTION DURING FREEZING WEATHER MUST BE EITHER: A. OPENED AND CLOSED ON THE SAME DAY B. COVERED, SEALED AND HEATED TO PREVENT FREEZING 5. THE FOLLOWING SPECIAL PROVISIONS. SPECIAL PROVISIONS: RECEIVED E ISSUED BY: SEe F'v( / Aa ez" to S DATE: �1 -3 �� DATE: _�(_ / 19 FI&C11619 nF5-16 1v CH4Av6,E Pl�rei) � -- ll - l?4 s&S� ,-zneexinq May 14, 1996 ROBERT C. COWAN, RE: - ROBERTA. SHAFER, P.E. CIVIL ENGINEERS (907)694-2979 FAX (907) 694-1211 APPROVALSHORITY Municipality of Anchorage p y g RE C EIV E D DEPARTMENT OF HEALTH AND HUMAN SERVICES 825 L Street MAY 161996 P.O. Box 196650 SEWER&WATER Anchorage, Alaska 99519-6650 Municipality ui AnchorcIge MAIN EXTENSIONS Dept. Health & Human Services REFERENCE: Lot 11 Block 7 Schroeder East Subdivision SEWER&WATER INSPECTION Dear Dan, Due to a change in the house location, the proposed septic ENGINEERING STUDIES system has been redesigned. AND REPORTS A total of three test holes have been excavated on this lot. The original system was designed with a 2 foot excavation on the basis of test hole #2 which indicated groundwater at 6.7 WELL INSPECTION &FLOWTEST feet. Groundwater was found in test hole #1 at 12.7 feet and test hole #3 was dry. Therefore, we propose to maintain the same dimensions and square footage but install the system with an excavation depth of 5 feet from the existing ground SITE PLANS level. Please notify us of your approval to the design change and if you perform a site visit please contact us so we can be ROADDESIGN present to go over any questions or details. Sincerely, SOIL TEST Raymond L. Shafer Engineering Technician PERCOLATION TEST STRUCTURAL& Robert C. Cowan MECHANICAL Professional Engineer INSPECTIONS ON SITE WASTEWATER DISPOSAL SYSTEM DESIGN 17034 NORTH EAGLE RIVER LOOP • SUITE 204 • EAGLE RIVER, ALASKA 99577 /.LLJ U) YO �1 cy v LU v1 11 H za0ckf a omFi-0 uoa- z C �0 oz w z v 0 a n �3 <Q r u� �m� Q T aN 0ao oa a OU W p V a z W V) d c0 W W mom of W \ QC-) fX.O cy �� w W>- ;moo 12 ::E H W Zof F d � VWI VI��Z Wd o Wa <0- :D(J O � W = V)—I�Z a i ~LLJ a 031/ PROPOSED z O � z > Vi o bQ DDRM - Z `a F0m ��p� as HOUSE o z m U Ofpa N>aza 6\ I-xZ pV_)O Uv v¢ `C w ae Lb ry V) co <Ld6F O LLJ � � a L w L H y Q O ti -a a a w w W � O vwi e p ( Coln �5 U LO 4A�1 S cD '4 co `n titi ��o II vat (� m 1 0 1O� a 3 m - Lo 0 o W � M V) `t K V) F O ,moi U7 J O j Municipality of Anchorage DEPARTMENT OF HEALTH & HUMAN SERVICES 825 •'L•' Street, Anchorage, Alaska 99502-0650 SOILS LOG — PERCOLATION TEST PERFORMED FOR: DNrJ �Y10J�Sdw DATE PERFORM LEGAL DESCRIPTION: L—cyr k11��.�L �I Sc_5�2n:: �� c_ Township, Ranqe, Section: OEP&T (F ) 0 2 �• J 3 4 'b 5 V 0 6 0 D 7 8 / 9 ' lo- ll 0 ll / 12 13- 14- 15- 16 3141516 17 18 19 20 SLOPE v7� WAS GROUND WATER ENCOUNTERED? _ i`• "� �•a, 1�. ' I SL IF YES, AT WHAT O DEPTH? �` P E Depth to Water After `t Monitoring? _ Date: _ Reading Date Gross Time SITE PLAN ( Net Depth to Net Time Water Drop I I PERCOLATION RATE (mmulesimch) PERC HOLE DIAMETER �J TEST RUN BETWEEN FT AND FT COMMENTS $]Lf rh1 +# ( .Q ,L 0,za)-10247'i PERFORMED BY: S & S ENGINE' _ t'.Z���. CERTIFY THAT THIS TEST WAS PERFORMED IN 17034 Eagle River Loop Road No. 2NE�c ACCORDANCE WIIft§jet g% EAfQ"LiNffakL GUIDELINES IN EFFECT ON THIS DATE. DATE: / _ S , t C 72-008 (Rev. 4/85) Department of Health and Human. Services �M 825 "L" Street Rick Mystrom. 9 Mayor P.O. Box 196650 Anchorage. Alaska 99519-6650 343-4744 December 28, 1995 John Thomson 17343 Santa Maria Drive Eagle River, Alaska 99577 7531 Subject: Lot 11 Block 7 Schroeder East Subdivision Permit #SW940452, PID #050-071-13 The subject permit, issued December 19, 994 by this office for a single family well and/or on-site wastewater system, has expired as of December 19, 1995. A new permit must be obtained from this office for a well and/or on-site wastewater system NOT installed by the expiration date. If you have drilled the well, a well. log must be sent to this office for documentation of the installation and to close the permit. If a licensed Professional Engineer has inspected the installation of the on-site wastewater system, the original as -built inspection report must be sent to this office for review, approval and documentation. All inspection reports must be submitted within 30 days of construction completion. When applying for a new permit, the fees are: $320.00 for an on-site wastewater permit; $120.00 for a well permit and $440.00 for a combined on-site wastewater and well permit. If you have any questions, please call this office at 343-4744. Sino ely, Ja es Cr ss, .e C'q P ogram Manager On-site Services enc: Copy of Permit cc: S & S Engineering MUNICIPALITY OF ANCHORAGE DEPARTMENT OF HEALTH AND HUMAN SERVICES P.O. BOX 196650, 825 "L" STREET, ROOM 502 ANCHORAGE, ALASKA 99519-6650 ON-SITE WASTEWATER DISPOSAL SYSTEM PERMIT PERMIT NUMBER:SW940452 DESIGN ENGINEERS & S ENGINEERING OWNER NAME:FERRIS RANDY L & OWNER ADDRESS:12707 FAITH CIR EAGLE RIVER, ALASKA 99577 PARCEL ID:05007113 LEGAL DESCRIPTION: SCHROEDER EAST BLK LOT SIZE: 25783 (SQ. FT.) NUMBER OF BEDROOMS: 3 THIS PERMIT: 3 7 LT 11 THIS PERMIT IS FOR THE CONTRUCTION OF: DISPOSAL FIELD /SEPTIC TANK SYSTEM ALL CONSTRUCTION MUST BE IN ACCORDANCE WITH: / V-Q.../l PAGE 1 OF 1. DATE: ISSUED:12/19/94 EXPIRATION DATE:12/19/95 1. THE ATTACHED APPROVED DESIGN. 2. ALL REQUIREMENTS SPECIFIED IN ANCHORAGE MUNICIPAL CODE CHAPTERS 15.55 AND 15.65 AND THE STATE OF ALASKA WASTEWATER DISPOSAL REGULATIONS (18AAC72) AND DRINKING WATER REGULATIONS (18AAC80). 3. THE ENGINEER MUST NOTIFY DHHS AT LEAST 2 HOURS PRIOR TO EACH INSPECTION. PROVIDE NOTIFICATION BY CALLING 343-4744 (24 HOURS) . 4. FROM OCTOBER 15 TO APRIL 15 A SUBSURFACE SOIL ABSORPTION SYSTEM UNDER CONSTRUCTION DURING FREEZING WEATHER MUST BE EITHER: A. OPENED AND CLOSED ON THE SAME DAY B. COVERED, SEALED AND HEATED TO PREVENT FREEZING 5. THE FOLLOWING SPECIAL PROVISIONS. SPECIAL PROVISIONS: RECEIVED BY: 4"1 Z-// _ DATE: f ` � / 1 ISSUED BY �; hrn�tim �1 U'�C, 7��LL'1.lLf ISJ��l,l7 DATE: 12 - s&S� 7ineeRinq Deeemben 14, 1994 ROBERT C. COWAN, P.E. ROBERTA. SHAFER, P.E. CIVIL ENGINEERS (907) 694-2979 FAX (907) 694-1211 HEALTHAUTHORITY Municipatity o6 Anchorage APPROVALS DEPARTMENT OF HEALTH AND HUMAN SERVICES 825 'L' Staeet P.O. Box 196650 Anchorage, Alaaka 99519-6650 SEWER&WATER MAIN EXTENSIONS REFERENCE: Lot 11; Block 7; Sehn.oeden, East Subdivision Requeat you .i,aaue a penm.i t to t nataY,e a 6eptie a yatem to serve the SEWER& WATER paoposed Vmee bedicoom houae on .the aebexeneed pnopenty. INSPECTION Teat holes were excavated and a pencotat.ion teat pen6aLmed. The apphoximate, toeat.ions o6 the teat holes ale located on the attached sit(2, ENGINEERING STUDIES plan. AND REPORTS At the time o6 excavati.on,water was encountered at 13 6eet to teat hole 01 and 8 beet .in teat hale 02 and a6te)L seven day ground water moni.toking, waters was bound at 12.6 beet and 6.6 beet, nespective2y. WELL INSPECTION &PLOW TEST This,KO e1Lt has enough aKea p p y g bona 6utune septic upgrade which can be seen on the attached site plan. SITE PLANS we do not anticipate any advenae e66ect6 on netghbo)L ng pkopeitiea by the instattation o6 the proposed septic system. The4e. ane no points o6 contamination within the pkopoaed wet radius which can be seen on the attached site plan. ROAD DESIGN 16 you have, any questions ox nequine additional .in6okmation, please do not hesitate to contact us. S.incen.e2y, SOIL TEST 7�CV � ` • ,0 (ice« PERCOLATION ROBERT C. COWAN TEST RCC/gk STRUCTURAL& MECHANICAL INSPECTIONS ONSITE WASTEWATER DISPOSALSYSTEM DESIGN 17034 NORTH EAGLE RIVER LOOP • SUITE 204 • EAGLE RIVER, ALASKA 99577 Z U cl : i t O Q Q wz- oE i+ •� K ur w O e^O fI F Z F 1� ,✓ i' 0-�Q Z IrA V O J OfY 0 Z I-. O O m ii� O W 0 O O z _ Z Z HO Cn 3 K Q O F U O(in F< o Q U) O O w O a Of V) Una a zQr wo wpm ~n �Z I aQz G� o 0 r- Q�a Uwr G'�\ U a r Of N H oZ J w wwr0 ml1-0O FP\ w��=wl— Z� nF.w O ¢ � n>> zea O w vi D< 0. w C) / Q 'd p wwao 6\dd wZ cr M w0-1 p U3a ~w¢~ oa � � — > I- Oq U moa I-Uoo - Dr- [� Q m NJ P4 a 7 L,.1 �� ~ ~ a w w w Z Fai f� (n V) Q "� ",d o N0 0 T` d4 1 g O x w � -- p o � �roN vti z Q Ilo IIS E- 00 cn rn 0 W H O Z �T F7 W N W Q .-] /--i w C7 N i w > C7 Q Y O th P4 gOv1 zE f ti� i a O o w�O(nZM CO ♦J NCO 46(V N� P ado NV�d lllS 05 = „L C'* • NGINEE '6 Municipality of Anchorage < `� t DEPARTMENT OF HEALTH & HUMAN SERVICES 825 "L" Street, Anchorage, Alaska 99502-0650 POEERT C. COWAN e �� SOILS LOG — PERCOLATION TEST ipcV `S cE -sIIat „ PERFORMED FOR:=,_e 1141 1iD%/C�ci�(.% .0/PI.%%/ �Hy�/LI.S DATE PERFORMED: LEGAL DESCRIPTION:`0A, �� Township, Range, Section:._. DEPTH SLOPE SITE PLAN (FEET) p DCd, Mv,cS 1 — �t�.g:.a� ¢ N 2 3 4 5 6 7 8 9 10 — 11 12 13 — 1a /44— 15 16 17 18 19 20 COMMENTS �✓lrl/Gt/r% L„ega•C't. WAS GROUND WATER ENCOUNTERED? IF YES, AT WHAT DEPTH? Oepth to Water After $$ ' Monitoring? �- Oate: S L O P E Reading Date Gross Time Net Time Depth to Water Net Drop ay - % __2m�„_/L:, 45 12 42 7 :i PERCOLATION RATE �✓ (minutes/inch) PERC HOLE DIAMETER TEST RUN BETWEEN —3 FT AND `/' FT David R. Dayton P.E. 20210 Donalar St. PERFORMED BY:u . CERTIFY THAT THIS TEST WAS PERFORMED IN ACCORDANCE WITH ALLSTATE AND MUNICIPAL GUIDELINES IN EFFECT ON THIS DATE. DATE,,/ 72-008 JRav 4.8S, j ^? d. Municipality of Anchorage DEPARTMENT OF HEALTH R HUMAN SERVICES ; 825 "L" Street, Anchorage, Alaska 99502-0650 SOILS LOG — PERCOLATION TEST )' RO£rRT C. 01 s , Zp� �, /aCE r J A/ PERFORMED FOR:.-4oihJ /-( tygc - )e y Fltiz�S DATE PERFORMED: ✓' _ 5r/nccow¢ Svg LEGAL DESCRIPTION: L07-1 I eTownship, Range, Section: DEPTHSLOPE SITE PLAN 1 (FEET) 'S 2 Date Gross Time Not Time 3 Net Drop 4 5 6 G;7 _ 7 /z„ 8 P -c. 9 10 11 12 13 4151s14- 15- 16 17 18 19- 20 t_ COMMENTS 5 �.ry s� olesR.u=f-_ =sm r;t G �L �>11 CEY1.�S SAno O SP WAS GROUND WATER ENCOUNTERED? IF YES, AT WHAT DEPTH? YEES S / L U O P E Depth to Water After, / Monitoring? G' 7 Date L h-1 Reading Date Gross Time Not Time Depth to Water Net Drop /z„ v W ZSI i PERCOLATION RATE (minutes/inch) PERC HOLE DIAMETER TEST RUN BETWEEN FT AND _ FT 20210 Donalar St. PERFORMED BY: I � CERTIFY TH T THI TEST WAS PERFORMED IN Chugiak, Alaska 99567 ACCORDANCE WITH ALLSTATE AND MUNICIPAL GUIDELINES IN EFFECT ON THIS DATE. DATE. __ HEALTH AUTHORITY APPROVALS SEWER& WATER MAIN EXTENSIONS SEWER& WATER INSPECTION ENGINEERING STUDIES AND REPORTS WELL INSPECTION & FLOW TEST SITE PLANS ROAD DESIGN SOIL TEST PERCOLATION TEST STRUCTURAL& MECHANICAL INSPECTIONS ONSITE WASTEWATER DISPOSAL SYSTEM DESIGN s&s nZnG ROBERT C. COWAN, P.E. ROBERTA. SHAFER, P.E. CIVIL ENGINEERS ON-SITE WASTEWATER DISPOSAL SYSTEM (907) 694-2979 CONSTRUCTION PRACTICES FAX (907) 694-1211 and MATERIAL SPECIFICATIONS (REFERENCE: Lot 11; Block 7; Schroeder East Subdivision 1. The scope of this project includes the installation of an absorption bed and a 1000 gallon septic tank to serve the proposed three bedroom residence for the referenced property. 2. Construction shall be in accordance with the approved site plan and design drawings, Municipal permit with any special provisions or conditions, and all applicable State and Municipal Wastewater Disposal Regulations. 3. The contractor shall be responsible for obtaining any necessary underground utility locates. 4. Unless specifically agreed otherwise, the property owner shall be responsible for final grading areas subsequently depressed from soil settling. On all leachfield mound systems, the property owner shall be responsible for ensuring a satisfactory vegetation growth over the mounded area. 5. Contractors installing wastewater disposal systems must be certified by the Municipal Health Department: for system installations. Owners installing their own systems must also receive prior approval from the Municipal Health Department. CC TANK INSTALLATION: 1. A septic tank is to be constructed by a certified septic tank manufacturer. Construction shall include two 4" cleanouts for Pumping access. 2. The septic tank shall be sufficiently bedded to prevent settling or shifting of the tank. 3. All standpipes on the septic tank shall extend a minimum of 12 inches above final grade. 4. Septic tanks installed with less than 4' of cover shall be insulated. 17034 NORTH EAGLE RIVER LOOP • SUITE 204 • EAGLE RIVER, ALASKA 99577 Page Two Lot 11; Block 7; Schroeder East Subdivision December 14, 1994 5. A foundation cleanout shall be installed one to four feet from the building foundation. In the line between the tank and the leachfield there shall be two adjacent cleanouts (unless an effluent pumping system exists within the septic tank). These cleanouts shall be located on undisturbed soil not more than 10' from the tank. The first cleanout, in line, shall be to clean toward the leachfield. The second cleanout shall be to clean toward the septic tank. 6. Final grading over the septic tank shall be such that a positive slope exists away from the septic tank. LEACHFIELD BED INSTALLATION: 1. Excavate the proposed Bed Area to the depth shown on the design. The bottom of the excavation shall be within 2 inches of level. If the bottom of the excavation becomes smeared, it must be raked or scratched (roughed -up) before gravel (sewer rock) placement. 2. If a sand layer is required, place sand over entire excavation to the required depth shown on the design. The top of the sand layer must be within 2 inches of level. 3. Sewer rock shall be placed uniformly throughout the entire bed. Perforated distribution pipe must be installed level with perforations down. Gravel depth below the perforated pipe shall be a minimum of six (6) inches. Gravel depth above the perforated pipe shall be a minimum of two (2) inches. The total gravel depth throughout the entire bed shall be a minimum of twelve (12) inches. 4. The perforated distribution pipes must be no more than six feet apart. The distance between the outermost perforated distribution pipes and the sidewall of the absorption bed must be no more than three feet. 5. Silt barrier material must be installed between the final gravel layer and the native soil backfill. Ensure the silt barrier covers the entire gravel surface before placing backfill. 6. Monitor tubes shall be of four (4) inch diameter and installed at the locations shown on the design. The portion of the monitor tube extending through the gravel depth shall be perforated six (6) inches below the bottom of the horizontal distribution lines. 7. Backfill over the final gravel layer must not be less than twenty-four (24) inches. Insulation must be installed when the backfill depth is less than thirty-six (36) inches. The finished grade over the bed must be mounded to prevent the formation of a depression after_ settling. Page Three Lot 11; Block 7; Schroeder East Subdivision December 14, 1994 MINIMUM MATERIAL SPECIFICATIONS: 1. Any septic tank proposed for installation must be constructed by a Municipally approved septic tank manufacturer. 2. The following pipe materials are approved for use in septic system installations in the Municipality of Anchorage: Type of Pipe Perforated Solid Cast Iron Yes Yes ASTM D3034 (PVC) Yes Yes ASTM F810 (HDPE) Yes No ASTM D2662 (ABS) Yes Yes Use of a type of pipe other than listed above must be approved by the inspecting engineer. 3. Insulation shall be at least 2" thick extruded direct burial polystyrene (Dow Chemical Company Styrofoam HI or equal). 4. Septic tank inlets and outlets shall be fitted with watertight couplings (Caulder, Fernco, or equal). 5. A permeable nontoxic silt barrier (Typar 3401, Mirafi 140/N, or equal) must be installed between the final leachfield gravel layer and the native soil backfill. 6. All leachfield gravel (sewer rock) shall be 0.5"-2.5" screened gravel with less than 3% passing the #200 sieve. 7. When sand is being used as a filter material, its gradation specifications must conform to current M.O.A. or D.E.C. requirements. INSPECTIONS: Typically there will be a minimum of three (3) inspections required during the installation of the wastewater disposal system. These inspections will occur as follows: 1. The first inspection must be conducted after the excavation of ditches, pits, trenches, or beds and before the installation of any gravel. A septic tank may be set in place, but may not be backfilled before this inspection. Page Four Lot 11; Block 7; Schroeder East Subdivision December 14, 1994 2. The second inspection must be conducted after the placement of the silt barrier, gravel, distribution lines, standpipes, cleanouts, and insulation, but before the placement of any other backfill. 3. The final inspection is to occur upon final grading of the property. Often there will be more than these 3 inspections required, especially with the installation of multiple trenches, sand filters, pressurized distribution systems, etc. Thus, the inspecting engineer is to be contacted at least 24 hours prior to the start of construction. If necessary, a pre -construction meeting will take place on-site. The inspecting engineer will not coordinate, direct or control in any way the contractor's activities. The owner shall contract with the contractor to perform the work outlined in these specifications and plans and in accordance with the attached M.O.A. permit. There will be no contractual arrangement existing between the contractor and S & S Engineering. S & S Engineering shall be the owner's representative and will inspect the work as stated above to document the contractor's activities. Final acceptance of the contractor's work rests with the owner and the M.O.A. S & S Engineering shall have no liability to the owner or to others for acts or omissions of the contractor or any other persons performing work on this project or the failure of the contractor to carry out the work in accordance with these construction documents. S & S Engineering's inspecting engineer will not be responsible for the construction means, methods, techniques, sequence, procedures or the safety precautions incident to this project. CONTRACTOR INSTALLER 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. 050-071-13 Expiration Date: U - 10 - Z 2- 1. 1. GENERAL INFORMATION Complete legal description SCHROEDER EAST BLOCK 7 LOT 11 Location (site address) 12707 FAITH CIRCLE EAGLE RIVER AK 99577 Current property owner(s) DARLENE & DANIEL GILL Day phone Mailing address Real estate agent 12707 FAITH CIRCLE, EAGLE RIVER, AK 99577 2. TYPE OF DWELLING: ® Single Family (w/wo ADU) ❑ Duplex ❑ Multiple Dwellings (Single Family and/or Duplex) Day phone 3. NUMBER OF BEDROOMS: 3 4. TYPE OF WATER SUPPLY: TYPE OF WASTEWATER DISPOSAL: Private Well ® Private Septic Water Storage ❑ Holding Tank ❑ Community Well ❑ Community ❑ Public Water System ❑ Public Sewer ❑ Waiver request for: Received by: COSA to be released to the engineer, unless otherwise requested by the engineer. COSA Fee $ -�50 Date of Payment y S aaa Receipt Number COSA # 0-�;C22I I q Date: Waiver Fee $ Date of Payment Receipt Number Waiver # Distance: 5. STATEMENT OF INSPECTION BY ENGINEER As certified by my seal affixed hereto and as of the validation date shown below, I verify that my investigation, based on procedures outlined in the Certificate of On -Site Systems Approval Guidelines for this application, shows that the on-site water supply and/or wastewater disposal system is (are) safe, functional and adequate for the number of bedrooms and type of structure indicated herein. I further verify that based on the information obtained from the Municipality of Anchorage files and from my investigation and inspection, the on-site water supply and/or wastewater disposal system is (are) in compliance with all applicable Municipal and State codes, ordinances, and regulations in effect at the time of installation. I acknowledge that On -Site staff may visit the site to verify the information submitted. Name of Firm FIRST WATER CONSULTING Phone 907 -350 -9566 - Address 13030 SUES WAY, ANCHORAGE AK 99516 Engineer's Printed Name CURTIS HUFFMAN, PE Date 4/7/2022 Comments: This investigation was completed in compliance with MOA guidelines, regulations, and best industry practices / methods. The assessment of the condition of the well and septic applies only to the conditions as of the day tested. The flow and absorption rates may change due to subsurface conditions that may not be observed from the surface, changes in land use, local soil characteristics, groundwater levels that may fluctuate during the year, quality of construction (workmanship & materials), the water usage of the family being served by the system and maintenance. The operational life of all well and septic systems are subject to these various and dynamic characteristics and are outside the control of the evaluator of the •�f(i "��Q well and septic system. Therefore, any estimate of how long a system will function satisfactory rAwl— • • • • • •!� for current or future occupants or guarantee that no unseen encroachments, deficiencies or g• ':� discrepancies exist can be given by First Water Consulting &FWCS. *• TM. • • • .•:* rel .. 6. DSD SIGNATURE .Cu•'• • • •_ Curtis Huffman System #1 Approved for -3 bedroomsr� �F��s • CE 128991 •.��� �� lFq. • -4/7/24. •'���' r System#2 Approved for bedrooms11\��� ESSO�� Disapproved Conditional approval for bedrooms, with the following stipulations: WAST'=v"ATER z PROG_RAM J V �� By: _ C �V,1 � i► Original Certificate Date: 6 '2'7 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 X Nitrate Advisory Septic System Advisory Arsenic Advisory Well Flow Advisory Other Z1 4 Legal Description: SCHROEDER EAST BLOCK 7 LOT 11 Parcel ID: 050-071-13 If more than 1 septic system on lot: COSA Checklist # of A. WELL DATA ® Well log is filed with Onsite (or attached) Date drilled 4/1996 Total depth 200 ft Cased to 40.5 ft (PER MOA DOCS) ® Sanitary seal is functioning correctly ® Wires are properly protected Casing height (above ground) 12 in. Date of flow test for COSA 3/10/2022 Static water level at beginning of test 18 ft. Comments B. TANK DATA Age of tank(s) 18 years Tank type/material .STEP / STEEL Measured operating fluid level in septic tank ® Standpipes/foundation cleanout per record drawing Date of pumping 3/9/2022 D. ABSORPTION FIELD DATA Which system tested (date installed) 11/29/2004 ® ALL standpipes present per record drawing Total measured depth from grade 6.7 ft (max) Measured depth to pipe invert from grade ft (min) ® N/A — pressurized field Structure served by this system _ Well production at time of test 3.8 gpm Water storage tank volume NA 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 FIs Date of Sample 4/6/2022 C. LIFT STATION ® Required maintenance completed Age of lift station 18 years Lift station material STEEL Comments: *PER INSPECTION / FLOATS Adequacy test date 3/10/2022 Results M Pass For 3 bedrooms Fluid depth prior to test 1 in Water added 450 gal New de th 2 in ® Monitor tubes go to bottom of effective. If not, state Elapsed time 1140 min depth into effective MOA IR SHOWS 4'ED ® Code -required soil cover over field Final fluid depth 1 in EJ System presoaked Absorption rate 450+ gpd (Required if vacant for greater than 30 days prior to Any rejuvenation treatment (past 12 months) date of test) Gallons introduced gallons If yes, enter date Comments/Deficiencies: PRESSURIZED SYSTEM. WESTERN BED CLOSEST TO HOUSE NOT TESTED. N FWCS 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' Community Sewer Manhole/Cleanout > 100' ® Yes if No ft – ® Yes if No Neighboring Tank > 100' ® Yes if No ft Private Sewer/Septic Line > 25' ® Yes if No Absorption Field on Lot > 100' ® Yes if No ft Holding Tank > 100' ® Yes if No Neighboring Absorption Fields > 100' Animal Containment > 50' ® Yes if No ® Yes if No ft – Community Sewer Main > 75' ®Yes if No ft Manure/Animal Excreta Storage > 100'® Yes if No From Septic/Holding Tank on Lot to: (Please enter distances if less than required) Building Foundations > 10' ® Yes if No ft Surface Water > 100' ® Yes if No Property Line > 5' ® Yes if No ft Wells on Adjacent Lots: Absorption Field > 5' ® Yes if No ft Private Wells > 100' ® Yes if No �f1[atgr nAain > 10' ® Yes if No . ft Community wells > 200' ® Yes if No Water Service Line > 10' ® 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 If absorption field is under driveway comment below Property Line > 1.0' ❑ Yes if No *1+ ft Wells on Adjacent Lots: Water Main > 10' M Yes if No ft Private Wells >' 100 _ ®Yes ifiNo —ft Water Service Line > 10' ® Yes if No ft Community Wells > 200' ® Yes if No Surface Water > 100' ® Yes if No ft F. ENGINEER'S COMMENTS MOA WAIVER – WR#060010. G. ENGINEER'S CERTIFICATION l certify that l 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. ��. • 9,.x.1.;\®���1 Kt A- 49 ..... .... .......... • Curtis Huffman CE 128991 sf �t� �/'ROFEBSIONP .. ft ft ft ft Ii, ft ft ft MUNICIPALITY OF ANCHORAGE Development Services Department Phone: 907-343-7904 On -Site Water & Wastewater Section Fax: 907-343-7997 Lift Station/Pump Vault r1laintenance Log Owner A C', 'n, _0 Q't Street Address Septic Tank: -Sludge level eLinches -Pumping: required es no -Pumping completed ves no Lift station: -Pump basket cleaned<S�no -Effluent filter cleaned (Ze-sLno -control floats cleaned < res no -Proper float settings confirmed e�, no -Operation satisfactory (es ) no Alarm System: -Dedicated electrical alarm circuit(v -Autdible and visual alarm inside dwelling (Ejno -Alarm system operationCSiMs_1E_;_7.C_)_r�y nct satisfac c7''t Manhole Riser -Ground water intrusion at riser to tank connection es_�ho -Ground water intrusion around pipe penetrations Y9§fi_Q) -Weep hole functional(ge�s- no -Manhole lid: Functional(��no Insulated Cy -M no Properly Secured(Zes\-- no Other �� -All manufacturer required inspections and maintenance completed (g no Comments: Qualified Maintenance Provider: Technician C, f t�t r Date of maintenance _LQ�j "-I Company Signature Date /�� -Ar A— — Mc 6.0' DECK 2.8' CAN' 2.0' x 5.4' 1 ROOF OVERHM a HOUSE DETAIL Scale: 1" = 30' 2' x 9.6' DECK 0' UTILITY EASEMENT Tract B PLOT PLAN — AS BUILT X SCALE 1" = 50' GRID NW 353 proect No. 22-255/A1 . 11500 Daryl Avenue, Anchorage, Alaska 99515-3049 Lang & Associates, inc. (907) 522-6476 Phone (907) 522-4625 Fax o`a� Professional Land Surveyors ken®langsurvey.com a' OF At I hereby certify that i have surveyed the following described property: LOT 11, BLOCK 7, (ANC) SCHROEDER SUBDIVISION, EAST ADDITION Plot No. 71-298) Anchorage Recording DistHct, Alaska, and that the improvements situated thereon are within the property lines and do not encroach onto the property adjacent thereto, that no improvements on the property lying adjacent thereto encroach on the surveyed premises and that there are no roadways, transmission lines or other visible easements on said property except as Indicated hereon. Dated this the �_ Day of __jkLl 1 , at Anchorage, Alaska It is the responsibility of the owner to determine the existence of any easements covenants, or restrictions which do not appear on the recorded subdivision plat. 49TH . 4.A.....`*. 7 .... ... .. Da.. KENNETH G. G4 Sb AECC963 MUNICIPALITY OF ANCHORAGE • DEPARTMENT OF HEALTH & HUMAN SERVICES Division of Environmental Services On -Site Services Section C4 P.O. Box 196650 Anchorage, Alaska 99519-66:10 343-4744 CERTIFICATE OF HEALTH AUTHORITY APPROVAL FOR A SINGLE FAMILY DWELLING Parcel I.D. # 0 S- C - U -71 ^ 1 3 HAA # 9. GENERAL INFORMATION Complete legal description Lot 11; Bloch. 7; Schnoedek East Sabdivi3.ton Location (site address or directions) NHN Faith Cikcte EaQte Riven. AK Property owner John Thom3on Day phone G96-5070 Mailing address 17343 Santa Manu Dntive Eag.?e Rivekc AK 99577 Lending agency Day phone _ Mailing address Agent Address Day phone Unless otherwise requested, HAA will be held for pickup. 2. NUMBER OF BEDROOMS: 3 3. TYPE OF WATER SUPPLY: Individual well XXX Community well Public water NOTE: If community well system, provide written confirmation from State ADEC attest- ing to the legality and status of system. 4. TYPE OF WASTEWATER DISPOSAL: Individual on-site XXX Holding tank Community on-site Public sewer NOTE: If community wastewater system, provide written confirmation from State ADEC attesting to the legality and status of system. 72-025 (Rev. 1/91) Front MOA #21 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 of this Health Authority Approval application shows that the on-site water supply and/or wastewater disposal system is safe, functional and adequate for the number of bedrooms and type of structure indicated herein. I furtherverify 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 in compliance with all Municipal and State codes, ordinances, and regulations in effect on the date of this inspection. S & S ENGINEERING Name of Firm __11 EagleLeep-0. Phone C� Address Eagle River, Alaska 99577 Engineer's signature 6. DHHS SIGNATURE Approved for Disapproved. Conditional approval for Additional Comments 0 Date J1) / c --%L ..•rc-rC OF qC�''1 ROBERT C. COWAN CE - 8831 ,t ,.............. wr bedrooms. 4 bedrooms, with the following stipulations: Dat®_9 "20-`/6 The Municipality of Anchorage Department of Health and Human Services (DHHS) issues Health Authority Approval Certificates based only upon the representations given in paragraph 5 above by an independent professional engineer registered in the State of Alaska. The DHHS does this as a courtesyto purchasers of homes and their lending institutions in orderto satisfy certain federal and state requirements. Employees of DHHSdo not conduct inspections or analyze data before a certificate is issued. The Municipality of Anchorage is not responsible for errors or omissions in the professional engineer's work. 72-025 (Rev. 1/91) Back MOA #21 ..—• .' niv%.rUKA( U ENVIRONMEWAL SERVICES DIVISION * Municipality of Anchorage AUG 7 21996 DEPARTMENT OF HEALTH & HUMAN SERVICES RECE I VE Environmental Services Division 825 L Street, Room 502 • Anchorage, Alaska 99501 • (907) 343-4744 Health Authority Approval Checklist Legal Description: Lo -r II "7 ti ScNrcoEr�a Parcel LD.:__o5o — en l, 13 �ASt- A. WELL DATA Well type 9K 14 A -r5' — If A, B, or C, attach ADEC letter, ADEC water system number Log present &N) Yc5 Date completed q /9 L —_ Total depth 2001 Cased to 40.61 —_ Casing height (above ground) Sanitary seal &) Yrs FROM WELL LOG Date of test Lf LaG Static water level _— 5 Well production _ WATER SAMPLE RESULTS: Wires properly protected (9N) AT INSPECTION 1 -I� `iES g.p.m. — g.p.m. Coliform Nitrate _ M!, Other bacteria _ Date of sample:a=6=`I G Collected by: J/ S—+ r=NG14EMP-1VJ C B. SEPTIC/HOLDING TANK DATA Date installed -7-Zg-qr- Tank size l000 Number of Compartments _ 2-_ Cleancuts�L 1) Yas Foundation cleanout&N) Y Depression (Y(!D. f o High water alarm (Yo Date of Pumping . --L� _ Pumper C. ABSORPTION FIELD DATA nl o Date installed 7" 2R - °t6 Soil rating (g.p.d./ft2 or ft2/bdrm) $ GPo ystem type ISE 1 Length Width 15 Gravel thickness below pipe O . S Total depth _ 1 S Effective absorption area5 �Z Monitoring Tube present ON) Yes Depression over field (YQ bl o Date of adequacy test_ I J Results (Pass/Fail) iJ i- t� For ; bedrooms Fluid depth in absorption field before test (in.); Immediately after gal. water added (in.): Fluid depth (ins) Minutes later: Absorption rate = _g,p,d• Peroxide treatment (past 12 months) (Y/N) _ If yes, give date 72-026 (Rev, 3/96)* D. LIFT STATION Date installed Manhole/Access (Y/N) High water alarm level at* E. SEPARATION DISTANCES "Pu *Datum SEPARATION DISTANCES FROM WELL ON LOT TO: Septic/holding tank on lot 106 Absorption field on lot 106 + + Public sewer main N / k Size in gallons "Pump off" level at* On adjacent lots /00 -f- On tOn adjacent lots / on 14 Public sewer manhole/cleanout ►� i �� Sewer /septic service line _ S k Lift station H ( / c SEPARATION DISTANCES FROM SEPTIC/HOLDING TANK ON LOTTO: Foundation C _ Property line 1 6 / Absorption field Water main/service line lo i^F Surface water/drainage! oo' k Wells on adjacent lots SEPARATION DISTANCE FROM ABSORPTION FIELD ON LOTTO: I , i Property line 2 L Building foundation /0 Water main/service line Surface water I oo ' -- Driveway, parking/vehicle storage area 50' Curtain drain I, 12 k Wells on adjacent lots 100' + F. ENGINEER'S CERTIFICATION / certify that l have determined thru field inspections and review of Municipal in conformance with MO - H,yA�Aideline�d h effect on this date. Signature Engineer's Name t ori 2 7-s, W441%-, Date �Y HAA Fee $ ,I)Waiver Fee $ Date of Payment G Date of Payment Receipt Number — Receipt Number 72-026 (Rev. 3/96)* 10 14 - r: O+ 1� ROBERT C. COWAN t �C CE -8801 s �% �V 0 are enol w. :7o UPJ; e_ C 12S,t t5 t RNCHORAGE 4 9076941211 N0. 578 D03 CT&E Environmental Services Inc. ,ztlL Laboratory Division r�rsii�lt yisis,,�o�i®iv�trN•isvoi�rd,�iw.ii®�iii�� 200 W. Patter Drive Anchorage, AK 99518.1606 Tel: (907) 562-2343 Fax: (907) 561-5301 CT&IE Ref.H 963543001 Client PO# Client Name S & S 134ineerilig Primer] Date/Time 06/09/96 08:19 Project Name/N LI 1 B7 Schroeder Bast Collected Date/Time 08/06/96 15:00 Client Sample ID Outside Faucet Received Date/Time 08/07/96 10:20 Matrix Drinking Water Technical Director Ordered Be FWSID 0 Relea,9ed By Sample Remarks; Al.kouabke Prop Analysis Parameter Results POL Units Method Limits Date Date Init Nitrate•N Ni tri te-N Total. Coliform 0.800 0.100 mg/L EPA 353.2 0.1000 0.100 mg/l. EPA 353.2 0 0 col/100mL SH18 92220 08/07/96 EMO 08/07/96 EMU 08/07/96 TAV Mambar of the 608 Group (So080 GCn9rola de Surveillance) ENVIRONMENTAL FACILITIES IN ALASKA, CALIFORNIA, FLORIDA, ILLINOIS, MARYLAND, MICHIGAN, MISSOURI, NEW JERSEY. OHIO, WE5T VIRGINIA