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HomeMy WebLinkAboutSPANISH HILLS LT 6Spanish Hills Lot 6 #017-151-06 Municipality of Anchorage Development Services Department 4T 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 Page 1 of 3 On -Site Wastewater Disposal System and/or Well Inspection Report Permit Number: SW020206 PID Number: 017-151-06 NOTe`VELMA WILLIAMS Wastewater System- ❑ New ■ Upgrade Address: P.O. BOX 231356 * ANCHORAGE, AK. 99523 ABSORPTION FIELD Phone: No. of Bedrooms: (907) 727-3591 3 ❑ Deep Trench ❑ Shallow Trench ❑ Bed ❑Mound ❑Other LEGAL DESCRIPTION soil Rating: Total Depth f original grade: GPD/sq. R R Blank. ot: Subdivision: 6 SPANISH HILLS R Fill added above original gmdc Grovel bno: Township: Range: Section: R FL WELL: Gravel rift: Number of Prow: Distance between liner. ❑ New ❑ Upgrade Ft. Ft Classification (Private, A.e.C): Total De Coeed To:n Total rptioreo: Pipe material: Ft R 50. R Driller: Dote Drilled: static Water level: Installer. Date inetollsd: Ft A+ HOME SERVICES Ylald: Pump set At Casing Height Above Ground: TANK GPM R. Ft SEPARATION DISTANCES aseptic C) Holding ❑S.T.E.P. ■Other* To Septic Absorption Lift Holding Public/Private MmuPocturor. ORENCO SYSTEMS Capacity in gallons: 1500 From Tank Field Station Tank sewer unw Well loo'+ - too'+ - - MatO1ial: FIBERGLASS Number of compartmente: 2 Surface Water 100'+ — too'+ — — LIFT STATION Lot Line 5'+ - 5'+ - - Size In gallons: Manufacturer. 1500 RE CO SYSTEMS Foundation 5'+ — 5'+ — — 'Pump on' level at: ump ott Iwsl ah High rotor alarm ab ---TIMER ACTIVATED--- 46" Curtain Drain N NE KNOW'NPump Mab &Model: Dectrical Inspections performed by. #20 OSI 05 HH F N/A Remarks: BENCH MARK Location and Description: *THE EXISTING FIBERGLASS ADVANTEX TANK TOP OF PUMP BASIN LID WAS CRACKED AND WAS REPLACED WITH A NEW ONE BY ANCHORAGE TANK AND WELDING VIA A+ HOME Awumed Owmillom 100.00 Ft HOME SERVICES. ENGINEER'S SEA oaQ o� 0 Inspections performed by: G.E.G. Ltd. Dates: 1st 9/9/2004 * ., 4 .. ........ anti 2nd - 3rd - .. ..:: oOQ Development rvices Department Approval 9i C 79 all QO �© fo^sy�7 .3���coF' Reviewed and approved by: Date: r (3 P �4 Professlonc o (Ras. 12/01) oO4p����0;= VA PERMIT NUMBER: AS—BUILT DRAWING PARCEL ID NUMBER: sw020206 017-151-06 FINAL GRA 102.70-1 TOP OF TANK INLET = 98.61 INVERT OF INLET = TOP ^OF POD lill'! 11,1111, r III DRAWN BY: GARNESS ENGINEERING GROUP, Ltd. R.A.L. SCALE: CONSULTANTS& GENERAL CONTRACTORS N.T.S. 4 T .:�*QO 3701 E. TUDOR ROAD, SUITE 101 • ANCHORAGE ... AK 99507 - PHONE (907)337-6179 • FAX (907)338-3246 G PREPARED FOR: PHONE NUMBER: PAGE NUMBER: VELMA WILLIAMS (907) 727-3891 3 OF 3 O e r G rness: ' LEGAL DESCRIPTION: O P E-795 e`Q SPANISH HILLS SUBDIVISION; LOT 6, pppfm �1p pFf co,`O TYPE OF WORK:rofessior000 PROFILE AS—BUILT DRAWING OF FIBERGLASS ADVANTEX REPLACEMENT �Oppppoo� Municipality of Anchorage • -Y Development Services Department Building Safety Division j Onsite Water & Wastewater Program, 4700 South Bragaw St. P.O. Box 196650 Anchorage, AK 99519-6650 www.ci.anchorage.ak.us (907) 343-7904 Onsite Wastewater Disposal System and/or Well Inspection Report Permit Number. SW020206 PID Number. 017-151-06 Nome: ERIC RITNER Address: 4305 WISCONSIN ST. ANCH. AK 99517 0 Page 1 of 3 Wastewater System: ❑ New ■ Upgrade ABSORPTION FIELD Phone: No. of Bedrooms: (907) 229-1477 3 13Deep Trench 13Shallow Trench ■Bed 0Mound oother Sol Rdwq: Toww Depth from Nip Weds: LEGAL DESCRIPTION 6.0 DOD/54 R SEE DWG. R Block: Lot: Subdivision: Dodd, to Pipe Saemm sem wlawnd Were Draw depth Same pipe 6 SPANISH HILLS SEE DWG. R 0.5 R Township: Range: Section: M added ebew wgMd Wove Draw wrque SEE DWG. R 17 pL a," ewue wmWr of ll a Desna beeen sae WELL: ❑ New ❑ Upgrade,// 12 R 3 I 3.5+ Glawrwtbn (Pmaa. Ae,Dk low toew TO, Told aeewpWn orae ppe metwbk R R 204 >m. R D 3034/ F-810 SCH 40 PVC Draler: /� Dote Dr1Wd: Stotle wales legit Mases: Dao R A+ HOME SERVICES -'r/30-8/21/2002 ow `eel P& oft Asa . w s TANK oftR R SEPARATION DISTANCES aseptic 0Holding aS.T.EP. ■*Other TO Septic Absorrpption Uft Holding Pubse/PArate ManW Lt . caoeuq In doeww From Tank Fhld station Tank Hewes tAma ORENCO SYSTEMS 1500 Well 1001+ 1001+ 1000+ — 250+ uateACL FIBERGLASS Nanaw o1 aaev� 2 Surface Water 100'+ 100'+ 100'+ — — Lot Una 5'+ 100+ 5'+ — — Foundation 5'+ 10'+ 5'+ — — Curtain Drain NONE KNOWV Remarks: 1) 'THIS IS AN ADVANTEX TREATMENT SYSTEM 2) OLD SEPTIC TANK WAS ABANDONED PER THE UPC. 3) STEVE PANNONE. P.E. GROUNDWATER MONITORING LIFT STATION Sue In 90amw monioscaar. 1500 ORENCO SYSTEMS 'Pvmp an' Fes w: r.w p or Ned sC Iden wtw awm at ---TIMER ACTIVATED--- 46' Sony ""'s ew.s .. - ad W. awwow emaeae Mwme 120 OSI 05 HHFI M.O.A. BENCH MARK loodwn and Deecrptiorc TOP OF GARAGE SLAB ON SOUTH END TUBE WAS FODUND DURING CONSTRUCTION OF BED H2O O 70m BELOW GRADE As wrwd Dwwl - 100.00 pT, ENGINEERS SEAL Inspections performed by: AKWWC, INC. ..4._9..: Dates: 1st a t 2ooz . 2nd 8/6/2002 '�0QJ...� �� 3rd 8/21/2002 4'p Jeflr Developmenticed rt ent Approval ' %� 0p (Ft-. viewed and approved by�Date: fl/28/02 �Op�O PERMIT NUMBER: AS -BUILT DRAWING PARCEL ID NUMBER: — SW020206 017-151-06 A B TH#2* CO 58.79 118.38 / ST1 123.04 169.48 POD 126.21 171.86 NEW DRAINFIELD MH1 132.08 176.49 T DBL1 136.2 179.01 DRAINAG EASE DBL2 137.13179.68 y 20' 1 P. r .. MH2 137.91 167.79 _ MT1 152.11 181.8 MT2 167.92 197.57' MT3 169.98 195.78 �.'. a . / MT4 154.80 180.29 / / NESP•• . •; AT1 p•�� < - EXISTING BED l EXISTING SEWER LINE UNDER DRIVEWAY DBL2 DBL1 EXISTING SEWER LINE — — \— — — — — — — — — \ 5' UTILITY EASMENT — — \ — — — — — — — — — — — — EXISTING ADVANTEX FOUND STEVE PANONE TREATMENT SYSTEM WITH GROUND H2O MONITORING PROPOSED PUMP VAULT ON PIPE. H2O ®70" BELOW OPPOSITE SIDE OF DRIVEWAY. GRADE. DETAILS ON PAGE 3 OF 4. y' n1::315;............_..........., DRAWN 187/2 �o �h 002 4 Z.T.G. ` /ADO 6901 DEBARR ROAD, SUITE 2B' ANCHORAGE. UL AN WASTEWATER SCALE: �/j 4C ••"jam ALASKA WATER CONSULTANTS, INC. 1 „ . *.:.. ............:.� PK 99504 •PHONE (90])337 -UM • FAX (907)338-3246 M `: PREPARED FOR: PHONE NUMBER: PAGE NUMBER: ERIC RITNER (907) 229-1477 2 OF 3 ', fr a s . LEGAL DESCRIPTION: O a E-7953SPANISH TYPE OF WORK: HILLS SUBDIVISION; LOT 6 4�44�ed jO\��vOO AS -BUILT OF SEPTIC SYSTEM UPGRADE lQOrefessio�° oa000nO SW020206 AS -BUILT DRAWING PARCEL0151-0 TINA. GRADE - 97.88 TOP OF TANK O INLET - 9421 INVERT OF BUNG O INLET - 9324 TOP OF 94.26 TOP OF POD 98.08 z 14 BEDROOMI'LJ FIBERGLASS ADVANTIX TANK TOP OF MANHOLE 9820 41 9 F GRADE - 97A+ BATON OF 12+ FEET WIDE IX0 LOIN D 90.53 E LOIN 581E AS REQUIRED R CET THROUGH ORGANICS RELATIVE ELEVATION OF GROUNDWATER N STEVE PANONE TEST HOLE - 8720-87.90 TOP OF MANHOLE � 95.4J [FLOAT �1 ITO DRNN FIELD o INSULATION FACBRIC DATE 8/26/2002 DRAWN BY: ALASKA WATER & WASTEWATER � C.J.G. CONSULTANTS, INC. M.T.S. 6901 OFAARR ROAD. SUITE 7R • ANON RAGE. AK 9050E • RHONE (007)3514170 • FAX (00716].9-SPA6 PREPARED FOR: PHONE NUMBER: PAGE NUMBER ERIC RITNER (907) 229-1477 3 OF 3 LEGAL DESCRIPTION: SPANISH HILLS SUBDIVISION; LOT 6. TYPE OF WORK: PROFILE AS -BUILT DRAWING OF SEPTIC SYSTEM UPGRADE ORENCO PUMP VAULT INVERT OF DISM)UTION LINE . 94.78 (AVG.) 3-1 �E BOTTOM OF IXCAVATKN r 9128 O MGH SIDE AS REOUIRED TO GET THROUGH ORGANICS MUNICIPALITY OF ANCHORAGE Development Services Department On -Site Water 8 Wastewater Program 4700 South Bragaw Street P.O. Box 196650, Anchorage, AK 99519-6650 (907) 343-7904 ON-SITE WASTEWATER DISPOSAL SYSTEM PERMIT Initial Date Issued: Oct 13, 2004 Expiration Date: Oct 13, 2005 Permit Number: SWO40430 Parcel ID: 017-151-06 Legal Description: SPANISH HILLS LT 6 Design Engineer: 0855 Garness Engineering Group, LTD Site Address: 013441 CARITA LN Owner Name: VELMA WILLIAMS Lot Size: 49230 SQ. FT. Owner Address: 13441 CARITA LANE Total Bedrooms: 3 Permit Bedrooms: 3 ANCHORAGE, AK 99516 - This permit is for the construction of: Z Disposal Field [?] Septic Tank ❑ Holding Tank ❑ Privy ❑ Private Well ❑ Water Storage All construction must be in accordance with: 1. The attached approved design. 2. All requirements 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: Issued By: Date: _ Date: Municipality of Anchorage s Development Services. Department Building Safety Division I : v On -Site Water & Wastewater Program 4700 South Bragaw St. P.O. Box 196650 Anchorage, AK 99519-6650 www.ci.anchorage.ak.us (907)343-7904 ON-SITE SEWER/WELL PERMIT APPLICATION FOR A SINGLE FAMILY DWELLING Parcel I.D. (-�>1—I `5i' CLQ Permit Number Property owner(s) VELMA WILLIAMS Day phone Mailing address (1) 13441 CARITA LANE-* ANCHORAGE AK - Mailing address (2) Zip Code 99516 Legal description (Lot, Block & Sub'd.) LOT 6 SPANISH HILLS SUBDIVISION Legal descrriiption (Section, Township & Range) Lot Size uN�) AcresSq F . THIS APPLICATION IS FOR: Sewer Only Sewer and Well Sewer Upgrade THIS PROPERTY CONTAINS: Hot Tub Swimming Pool Therapy Pool Number of Bedrooms Well Only ❑ Water Storage ❑ Jacuzzi ❑ Water Softening Unit ❑ 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. Permit Fees: `7� _ Waiver Fees, Date of Payment: lc)loq O Date of Payment: Receipt Number: } Jol lo2 Receipt Number: PERMIT NUMBER: SWO20206 TH#1 PARCEL ID NUMBER: AS -BUILT DRAWING 017-151-06 DBL1 \— EXISTING SEWER LINE UNDER DRIVEWAY 0�0 --EXISTING SEWER LINE \' _ �5 UTILITY EASMENT —OLD 1500 GALLON ADVANTEX TREATMENT TANK WAS FOUND TO BE CRACKED AND WAS REPLACED WITH A NEW ONE 11 E. TUDOR ROAD, SUITE 101 'ANCHORAGE AK 9950] .PHONE NUMBER: PARED FOR: (907) 727-3891 VELMA WILLIAMS 4L DESCRIPTION: SPANISH HILLS SUBDIVISION; LOT 6 E OF WORK: AS—BUILT OF SEPTIC SYSTEM UPGRADE R.A.L. SCALE'. 1"EO 30'PAGE ER:F3 OQed P,ofe X400© —^ A B ' TH#2+ CO 58.79 118.38 — ST1 123.04 69-48 DBL2 POD 126.21 171.86 EXISTING DRAINFIELD— MH1 131.63 177.26 74 DBL1 \— EXISTING SEWER LINE UNDER DRIVEWAY 0�0 --EXISTING SEWER LINE \' _ �5 UTILITY EASMENT —OLD 1500 GALLON ADVANTEX TREATMENT TANK WAS FOUND TO BE CRACKED AND WAS REPLACED WITH A NEW ONE 11 E. TUDOR ROAD, SUITE 101 'ANCHORAGE AK 9950] .PHONE NUMBER: PARED FOR: (907) 727-3891 VELMA WILLIAMS 4L DESCRIPTION: SPANISH HILLS SUBDIVISION; LOT 6 E OF WORK: AS—BUILT OF SEPTIC SYSTEM UPGRADE R.A.L. SCALE'. 1"EO 30'PAGE ER:F3 OQed P,ofe X400© —^ DBL1 135.741 _ EASEMENTSEMENT DBL2 136.94 153.53-35 2O. pRPdNAGE MT1 IMT2 EXISTING BED y DBL1 \— EXISTING SEWER LINE UNDER DRIVEWAY 0�0 --EXISTING SEWER LINE \' _ �5 UTILITY EASMENT —OLD 1500 GALLON ADVANTEX TREATMENT TANK WAS FOUND TO BE CRACKED AND WAS REPLACED WITH A NEW ONE 11 E. TUDOR ROAD, SUITE 101 'ANCHORAGE AK 9950] .PHONE NUMBER: PARED FOR: (907) 727-3891 VELMA WILLIAMS 4L DESCRIPTION: SPANISH HILLS SUBDIVISION; LOT 6 E OF WORK: AS—BUILT OF SEPTIC SYSTEM UPGRADE R.A.L. SCALE'. 1"EO 30'PAGE ER:F3 OQed P,ofe X400© MUNICIPALITY OF ANCHORAGE Development Services Department On -Site Water 8 Wastewater Program 4700 South Bragaw Street P.O. Box 196650, Anchorage, AK 99519-6650 (907) 343-7904 ONSITE WASTEWATER DISPOSAL SYSTEM PERMIT Upgrade Permit Number: SW020206 Legal Description: SPANISH HILLS LT 6 Design Engineer: 0041 AK Water & Wastewater Consultarr Owner Name: Eric Ritner Owner Address: 4305 Wisconsin #7 ANCHORAGE, AK 99517-0000 8�Z 1 @ /DA-j4A Date Issued: Jul 02, 2002 Expiration Date: Jul 02, 2003 Parcel ID: 017-151-06 Site Address: 013441 CARITA LN Lot Size: 49230 SQ. FT. Total Bedrooms: 3 Permit Bedrooms: 3 This permit is for the construction of: ❑✓ Disposal Field ❑✓ Septic Tank ❑ Holding Tank ❑ Privy ❑ Private Well ❑ Water Storage All construction must be in accordance with: 1. The attached approved design. 2. All requirements specified In Anchorage Municipal Code Chapters 15.55 and 15.65 and the State of Alaska Wastewater Disposal Regulations (18AAC72 ) and Drinking Water Regulations (18AAC80 ). 3, The engineer must notify DSD at least 2 hours prior to each Inspection. Provide notification by calling (907) 343-7904 ( 24 hours ). ( Not required for a Water Supply Permit only ). 4. From October 15 to April 15, a subsurface soil absorption system under construction during freezing weather must be either: A. Open and closed on the same day. B. Covered, sealed, and heated to prevent freezing. 7/2 9/02 c eS RE pES/Gq/ FIZDAa NA/ t O. S. F TO i9.t. /9pv/9/v7EX , 0/17F0 711s/Oz 8�/6�02 SEE P-�vG/�v�ek rf RFV/S�p DF_S/G,v fiep,,� eli/��A/G- 1'//,E BED /A/ rKIE )e/Sr/Ar - s/r-r_ YO VVJLDg4G 17 V/9DJ'1r&;Vr 7'O TNr t.=XrST�,vG- Received By: c� (�(to Date: ' 3- 02 - Issued By: //=% /�' 1 P� Date: %/x/0Z i PROPOSED PRESSURIZED DRAINFIELD. EXCAVATE A BED THAT IS 2.5 FEET DEEP. BY 12 FEET WIDE, BY 17 FEET LONG. `VACANT ADD 2 FEET OF MOA APPROVED SAND FILTER AND 0.5 FEET OF CLEAN. WASHED SEWER DRAINROCK. USE 1.25 INCH DISTRIBUTION UNE WITH 1/4 INCH HOLES SPACED 1.5 FEET ON CENTER (10 HOLES PER LATERAL. SO HOLES TOTAL). I SEE DETAIL PROFILE. PACE 4 OF 4. EXISTING INSPECTION REPORT. DS THE DRAWINGS, REVISION i AND DIMENSIONS SUBMITTED BY STEVEN PANNONE, P.E. DATED 12/14/92. I TH/2+ �/-1y,GE EpsM� — — /20. OO NAGE •' 9-17-90 TEST HOLE BY LER�' I +•'` �• LOCATION BASED ON I •� HIS SWING TIES. :'• t. .. PRIF OPOSED DUAL OUTLETS LT 4}07 EXISTING $EWER LINE / \ UNDER DRIVEWAY CO / EXISTING SEWER UNE ---5' -------LmLm-EAS-MENr ---------/----L \ � -----------------� --- r TEST HOLE PERFORMED BY \ / STEVEN PANNONE, P.E.• DATED 12/6/92. S TREAT'MMEErNT SYSTNG EM wm, THE DRAINAGE EASEMENT AND THE WEST LOT —OPPOSIITSEESIDE OF DRIIVTON EWAY. LINE SHALL BE FLAGGED BY A REGISTERED LAND DETAILS ON PAGE s OF 4. SURVEYOR PRIOR TO STARTING CONSTRUCTION I DATE: 6op6�Op0O _ 8/15/20020 OF !�./ DRAWN BY: O \�/......... Il ."7s,�oO J.L.M. p° Pf ALASKA WATnnII�1IJC1R1'177&QIASII WG1IA�AISTEWATER SCALE:„ 6001 DFRARR ROAD. SUITF TR • FAX (003)339-3x6 1 - 40 ' • • • • • .. ' ' •... • •"• •.. a PREPARED FOR: PHONE NUMBER: PAGE NUMBER:I ERIC RITNER 229-1477 2 OF 4 Q '• A Corness: LEGAL DESCRIPTION: 53 :p SPANISH HILLS SUBDIVISION; LOT 6, 4�0 a ......•• TYPE OF WORK: 4�eypro(essloA�o� DESIGN OF PROPOSED SEPTIC UPGRADE ��4p000p� NOTE: JIM CROSS. P.E. HAS THE ADVANTEX MANUAL INLET _ AdvanTex` Treatment System AX20 - Mode 1 a 40x94Pod PROPOSED LIFT DUAL OUTLETS TO NOTE: THE BOARD INSULATION TO BE ON NORTH SIDE INSTALLED OVER THE SEPTIC TANK h 4' BEYOND ON ALL SIDES EXCEPT UNDER THE ADVANTEX FILTER. THIS WILL ALLOW FOR HEAT TO ESCAPE FROM TANK @ RISE TO THE FILTER ABOVE R. V JIM CAP FINAL GRADE-\ (TYP.2)1 wwwlm --� ///```---ADVANTEX / 17X20 P00 13' PVC PUMP -OUT (IYP.2)-'-� 6' PVC COUPLING GLUED TO TANK� %"AROCKKR OPTIONAL ECTK)H L L� ' PIPE OVER TIMECTION TO PROVIDE 3 BEDROOM SHEER PROTECTION_ EXTEND TO FIBERGLASS BRIDGE EXCAVATION ADVANTEX TANK EX. SM 4 RECENTLY INSTALLED ADVANTEX TANK TO PROPOSED DRAINFIELD TO EXISTING ORANFIELO 30 INCH INSULATED RISER ORENCO --� ".0 - BIOTUBE SCREENED VAULT DATE: 8/15/2002 DRAWN BY: ALASKA «TATER & WASTKWATRR C.J.G. CONSULTANTS. INC. saLE. 6001 DFAARR ROAD. SURF TR • ANCW0QA6F. AS 90504 • P MF (907)331.6170' FAY (00))338-3)417 N.T.S. PREPARED FOR: PHONE NUMBER: PAGE NUMBER: ERIC RITNER (907) 229-1477 3 OF 4 LEGA. DESCRIPTION: SPANISH HILLS SUBDIVISION; LOT 6, TYPE OF WORK: DETAIL DRAWING OF ADVANTEX TREATMENT SYSTEM 10 1 ORENCO EFFLUENT 9 PUMP r ----------------------------------------------- o w MTO I I ' I I TI � I I FROM � I I ADVANTEX n I ( TREATMENT I I r1i I I SYSTEM I I L----O- — — — — ———— ———— — — — — — —— — I -------------------_ J 17 FEET LONG PROPOSED PRESSURIZED DRAINFIELD. USE 1.25 INCH DISTRIBUTION UNE WITH 1/4 INCH PLAN VIEW HOLES SPACED 1.5 FEET ON CENTER (10 MOLES PER LITERAL, 30 HOLES TOTAL).). 13:1 BETE. ALLOW ENOUGH ND NAL CRApE UT BETWEEN OWEXCAVATIONUG AND //C3 PROPERSLOPE. INSULATION J i S[OP f 2' MIN. FILTER FACBRIC *MAUL PLYWOOD MO OF COVER MsotJM4 &� EA ARoMO PEPoMETER OF BED (WHER NEEDED). ,. .,,,,. ORIGINAL GRADE ' 2.5 FEET MINIMUM T 4 ' OF M.OA APPROVED s Z 2S MIN.. 2.0' MAX. ' SAND FILTER INSTAL 0.5 FEET - • - ' ,� OF NEW CLEAN. _ .:... '.:. ,. .. WASHED SEWER DRANROCK I 124 FEET WIDE PROFILE VIEWI BOTTOM OF DRAINROCK TOI BE 4'+ TO GROUNDWATER. DATE: 000pQppO O 8/15/2002 0� 1... (),F DRAWN BY: ALASKA WATER & WASTEWATER 'scALe. K.D.W. 4 9 s�o�OQ CONSULTANTS. INC. ° ' . ° 061 DEBARK ROAD, sN}H TE • ANtMORAGE. A% 09504 • PNONE (907)537.6170 • FAX (9071318-37L6N.T.S. 71p O PREPARED FOR: PHONE NUMBER: PAGE NUMBER: I•.,• ••,•0 ERIC RITNER (907) 229-1477 4 OF 4J Q ••, tffn y Gayness: � LEGAL DESCRIPTION: QO e E 53 SPANISH HILLS SUBDIVISION; LOT 6, TYPE OF WORK: 44�edPro fesslo(lD`��v DETAIL OF BED TYPE DRAINFIELD -a%n scil a'�lRk ALASKA WATER & WASTEWATER 1i ROOD. SUITE 26 • CONSULTANTS. INC. 6901 DEBAR ANCNO " AK 99504 • PHONL (907)737-6179 • /AK (907)336-3216 • 6FasnL- ck. .. SOIL LOG - PERCOLATION TESTI LEGAL DESCRIPTION: SPANISH HILLS; LOT 6 PERFORMED FOR: ERIC RITNER DATE: 8/1/2002 DEPTH (feet) 1 ORGANICS 2 •: SP, WET SAND •;••; ,• AND GRAVEL ••: • •• • �t6aJIaAATLR 4-.:.•• . 6 7 8 9 I][@= SP, SILTY WET SAND 8 GRAVEL SP, VERY SILTY SAND 8 GRAVEL TEST HOLE #1I SOIL CLASSIFICATIONS 77— 7— ,6'4 GW =—_= ORG GP 11ML IAT GM CL / GC OL ° OZ. • e= o SW 6' MH 10 2 10:41 •''`, SP CH ' SM OH SC 10:51 DEPTH TO DATE GROUNDWATER 5.5' SEEP 8/1/2002 4.58' 8/10/2002 4.0' 8/13/2002 I ( SPANISH HILLS 5/D; LOT 5, gXANTD g •THy2 ai ----7 ------ -- ----' U / --- r STH# 1 f I SITE PLAN ` I..100, NET TIME WATER LEVEL NET DROP (MINUTES) 18- 19- DATE READING CLOCK 11 — 6- TIME 10 8/2/2002 1 10:31 12— 6' - 10 2 10:41 13— 3 10:41 10 4 10:51 14- 5 10:51 10 6 11:11 15- 7 11:11 10 8 11:21 16- 9 11:21 17- 10 11:31 STH# 1 f I SITE PLAN ` I..100, NET TIME WATER LEVEL NET DROP (MINUTES) 18- 19- READING (INCHES) — 6- PERCOLATION RATE 3.3 10 2 1/2' 3 1/2' - 6' - 10 3' 3- "6"10 3.5 FT. 6- A PRESOAK WAS PERFORMED: 10 3" - 3- SUSAN OSWALT PERCOLATION 6- 6-10 10 3* - 3- 6- 6-10 10 3- - 3- 18- PERCOLATION RATE 3.3 (MIN./INCH) PERC. HOLE DIA. 6 (INCHES) 19- TEST RUN BETWEEN 3.0 FT. AND 3.5 FT. 20 A PRESOAK WAS PERFORMED: 0 YES ❑ NO SOILS LOGGED BY: SUSAN OSWALT PERCOLATION TEST PERFORMED BY: ROB CAMPBELL COMMENTS: PERFORMED BY AKWWC, INC. I, JEFFREY A. GARNESS, CERTIFY THAT THIS W S RFORMED IN ACCORDANCE WITH ALL STATE AND MUNICIPAL GUIDELINES IN EFFECT ON THIS DATE: als OuI/ ALASKA NVATKR R WASTE NVATL'R CONSULTANTS. INC. 6901 DEBNM ROW. 3UrtE 20 • XXHORILE, AIC 99504 • PMONL 907117-6179 • PAK: (907)1]6-3246 • NEWL ak.... SOIL LOG - PERCOLATION TESTI LEGAL DESCRIPTION: SPANISH HILLS; LOT 6 PERFORMED FOR: ERIC RITNER DATE: 8/6/2002 DEPTH (feet) I = ORGANICS 2 —�` q 6—�. 7 8 g—� ML i` VERY TIGHT ITEST HOLE #21 SOIL CLASSIFICATIONS 77, � GW ORG GP 77 MIL GM CL I , GC OL . •°.' r SW MH �':�. SP MMM M SM CH OH 8/7/2002 1 12:28 0 yj SC 0" DEPTH TO DATE GROUNDWATER DRY 8/6/2002 I 1 I f J J SPANISH HILLS $/D; / LOT 5, / � ii `-VACANTD Z II HI �TH#2���— -------------- u, --------------- -- -- ----y ---------- s / .TH#I j SITE PLAN 1".100• COMMENTS: PERFORMED BY AKWWC, INC. I, JEFFREY A. GARNESS, CERTIFY THAT THIS W S ERFORMED IN ACCORDANCE WITH ALL STATE AND MUNICIPAL GUIDELINES IN EFFECT ON THIS DATE: $p5'1Uk READING CLOCK NET TIME WATER LEVEL NET DROP 11 -DATE TIME (MINUTES) READING (INCHES) 8/7/2002 1 12:28 0 6 1/2" 0" 12-4 i'•' I 2 1:33 65 6 1/4" 1/4- /4"15-16—: 13- 15- 16-1: 4.:, 17 —; B.O.H. is - PERCOLATION RATE 240 (MIN./INCH) PERC. HOLE DIA. 6 (INCHES) 19— TEST RUN BETWEEN 6.0 FT. AND 6.5 FT. 20 A PRESOAK WAS PERFORMED: 0 YES ❑ NO SOILS LOGGED BY: SUSAN OSWALT PERCOLATION TEST PERFORMED BY: ROB CAMPBELL COMMENTS: PERFORMED BY AKWWC, INC. I, JEFFREY A. GARNESS, CERTIFY THAT THIS W S ERFORMED IN ACCORDANCE WITH ALL STATE AND MUNICIPAL GUIDELINES IN EFFECT ON THIS DATE: $p5'1Uk PERFORMED FOR: t,,_..:,.: _ 54eaf- T y lRla Munlclpallly of Anchorage 0` �'�� �9T •• •••a`� DEPARTMENT OF HEALTH & HUMAN SERVICES .0 825'L* Street, Anchorage, Alaska 99502-0650 i • 0 SOILS LOG —PERCOLATION TEST tF O EID, JR. 1' Me/v/.+ 6/o. -,?vel LEGAL DESCRIPTION: J_ N f E Ti P t i 2 - S.lfe� S�. •d 1•.• E - 2251 f: ¢ i DATE PERFORM•P°I•Yn'hpG.` a4tie. .ate Township, Range. Section: 7"1--010 220 S.it SLOPE SITE PLAN t N 19- }/�le Presazre�. g/zZ�yo 20 - (� PERCOLATION RATE (mmulewinch() PERC HOLE DIAMETE46 R / TESTnUNBETWEEN FT AND I FT COMMENTS PERFORMED BY. /10111/ 1 1 CERTIFY THAT THIS TEST WAS PERFORMED IN ACCORDANCE WITH ALLSTATE AND MUNICIPAL GUIDELINES IN EFFECT ON THIS DATE. DATE: 9/13/�� 72-008 (nev. 4/85) 3-' ��N) it f a ,. e e SH w� r 1J,, 6 r=•'T- jN l 1 I�7A'L 8..-�� O MT 77// 9- 10 - WAS GROUND WATER ENCOUNTERED] L/2f r 11- IF YES, AT WHAT a 0 12 - DEPTH] P E 13- Depth to Water After '74- Cve: %j 9D Morthorinp? 14 - Reading Date Gross Time Net Depth to Net Time Water Drop 16- f 1 0 ro 0•b7 .y5 17- l am✓.� 0-11--v:Jiv D'b�zO 18 - 19- }/�le Presazre�. g/zZ�yo 20 - (� PERCOLATION RATE (mmulewinch() PERC HOLE DIAMETE46 R / TESTnUNBETWEEN FT AND I FT COMMENTS PERFORMED BY. /10111/ 1 1 CERTIFY THAT THIS TEST WAS PERFORMED IN ACCORDANCE WITH ALLSTATE AND MUNICIPAL GUIDELINES IN EFFECT ON THIS DATE. DATE: 9/13/�� 72-008 (nev. 4/85) pit/ �....�. a ,r MuniDlpallty of Anchorage .. ���....� DEPARTMENT OF HEALTH & HUMAN SERVICES �..r r« .... 825 "L" Street, Anchorage, Alaska 99502-0650 1 p,Stevan R. Pennon SOILS LOG — PERCOLATION TEST 400j,% eC�E-014 9 00 r 1 C�p`A r ROfF.SSl01\1\^ �NAi� b PERFORMED FORIAfF-LVI.J r� GR60& DATE PERFORMED: !�2`> LEGAL DESCRIPTION: L (q SpAm S)1 AAI LLS -6vuD. Township, Range, Section: T•1214,' R 3 WJ S 2.6 DEPTH SLOPE SITE PLAN IF µT) ofza ANlcS N 2- 3-.5(- -3 S` C lA 4- 6 N ?0021 Ir FiMDEO -.. 6 - SA^6 7 8 - SM 'SILTY SAAZ 9 'naA 10- 11- 12- 13- 14- 15- 16- 17- 18- 19- 20 - WAS GROUND WATER K4 o ENCOUNTERED? S IF YES. AT WHAT L DEPTH? P 9� I�- E Depth to Water Alter Monitoring? Dae: Reading Date Gross Net Depth to Not Time Time Water Drop PERCOLATION RATE (mmulosnnch) PERC HOLE DIAMETER TEST RUN BETWEEN FT AND FT COMMENTS -T'VP CF11nrr- AT A7-VPOte• �(Ai..V= eP3.O 40(,2 LOB, T:PR rLt O.vrTo2 WE'Lt-• 'TAisZ-JeG[e� 2'^eb 1<'10vtZ"O/L r•�I��, is f=oaAT'Q30TT P. - PERFORMED BY: S'Qz(�] h1,vNvnl I S?E PANNO N CERTIFY THAT THIS TEST WAS PERFORMED IN ACCORDANCE WITH ALLSTATE AND MUNICIPAL GUIDELINES IN EFFECT ON THIS DATE. DATE: �'Z 72-008 (Rev. 4185) Municipality of Anchorage Development Services Department Building Safety Division \ On -Site Water & Wastewater Program 4700 South Bragaw St. P.O. Box 196650 Anchorage, AK 99519.6650 www.ci.anchorage.ak.us (907) 343-7904 ON-SITE SEWER/WELL PERMIT APPLICATION FOR A SINGLE FAMILY DWELLING Parcel I.D. 017-151-06 Permit Number 5 wt7202 a Property owner(s) ERIC RITNER Day phone 229-1477 Mailing address (1) -13411 CAMTHA LANE • ANCHORAGE. AK 4-:�nS U )i5cohsts #7 9'1517 Mailing address (2) Zip Code 99516 Legal description (Lot, Block & Sub'd.) LOT 6: SPANISH HILLS SUBDIVISION Legal description (Section, Township & Range) VA Lot SizeeiZJC7 Acre Sq.Ft. Number of Bedrooms THIS APPLICATION IS FOR: Sewer Only ❑ Well Only Sewer and Well ❑ Water Storage Sewer Upgrade THIS PROPERTY CONTAINS: Hot Tub ❑ Jacuzzi Swimming Pool ❑ Water Softening Unit Therapy Pool ❑ 3 5 I- 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. ALASKA WATER do WASTEWATER CONSULTANTS, INC. (Gignoturc of property &Nncr or outhorizcd ogont) Permit Fees: "� 400 Waiver Fees: Date of Payment: G r ?-4 —02 Date of Payment: Receipt Number, 0? k '4 v� aj- % Receipt Number: Sent 9y: Alaska Water and Wastewater Con; 907 338 3246; Jul -2-02 10:36; Page 1/1 ALASKA. July 2. 2002 . 01 t 1, WATER & WASTEWATER CONSULTANTS. INC. -- Municipality of Anchorage Development Service Department Building Safety Division On -Site Water & Wastewater Program 4700 South Bragaw Street P.O. Box 196650 Anchorage. Alaska 99519-6650 Ref: Septic System Upgrade for Lot 6, Spanish Hills Subdivision (Bottomless Intermittent Sand Filter - ISF) 'fo whom it may concern: With the recently submitted design package for the subject property. we propose to rebuild the existing bed due to site constraints. The possibility of finding suitable soils on the property and obtaining proper separation distances is low. We believe that the soils further north are not suitable for a septic system. A total of six test holes have been excavated on Lot 5, Spanish I fills S/D and were unsuitable for an on-site septic system. Because this site has already been rebuilt, we recommend that the existing bed be rebuilt with an ISF type system. Hop -sever, the homeowner requests the use of a conventional bed. f C arnP S.. M.S. 6901 Debarr Road. Suite 213 • Anchorage. AK 99504 Ph: (907) 337.6179 + Fax: (907) 338.3246 0 Wcbsitc: akwwc.com A,A MKv— ALASKA WATER & WASTEWATER CONSULTANTS, INC. June 21, 2002 Municipality of Anchorage Development Service Department Building Safety Division On -Site Water & Wastewater Program 4700 South Bragraw Street P.O. Box 196650 Anchorage, Alaska 99519-6650 Ref: Septic System Upgrade for Lot 6, Spanish Hills Subdivision. DESIGN OPTION I. REBUILD EXISTING DRAINFIELD. DESIGN OPTION II, INSTALL ISF SYSTEM. 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 septic tank and a bed type drainfield that were installed in 1992. The drainfield is surcharged and must be upgraded prior to the sale of the house. We are proposing to inspect the existing septic tank to verify its structural integrity. If it is in good condition, it is our intent to reuse the tank. We are proposing to excavate the contaminated material from the existing bed and then re -build it to its current elevation and dimensions. Also attached is an optional design for an Intermittent Sand Filter. Given the fact that this is the fourth (4th) septic system to be installed on this property, the ISF system is recommended as a long term solution; however, the property owner would like to install the least expensive system. If the buyer wishes to upgrade to the ISF they have the option to pay the increased costs associated with installing the system. The ISF design would require that the a lift station or a 1250 gallon STEP tank be installed. The STEP tank would be installed only if the existing septic tank is unsound and cannot be used. Comments regarding the ISF design are summarized as follows: 1. SOILS: Attached is the soil log prepared by Steve Pannone, P.E. On the 12/14/92 inspection report it states that the soil rating was 1.3 gallons per day per square foot. Of course, there is no such soil rating. Given the Leroy Reid, P.E data indicating a percolation rate of 5.0 minutes per inch, it is assumed that the application rate is actually 0.7 gallons per day per square foot. Regardless, if an ISF is installed, it will be adequately size even if the percolation rate is as slow as 60 minutes per inch. 6901 Debarr Road, Suite 2B • Anchorage, AK 99504 Ph: (907) 337-6179' Fax: (907) 338-3246' Website: akwwc.com 2. DRAINFIELD DESIGN: Bottomless Intermittent Sand Filter (ISF) a. Percolation Rate: 5 minutestinch b. Allowable Application Rate for ISF Sand: 2.0 gallons/day/f2 c. Number of Bedrooms: 3 d. Design Flow: 450 gallons per day e. Minimum Absorption Area: 225 ftZ f. Effective Depth below pressure pipes: 2.5+ inches g. Width: 12 feet h. Length: 30 feet. i. Effective absorption area = 360 ftZ j. Air Supply: Thomas Industries, Model 5070, "Anchorage Tank". k. Air Supply Line: "Wasteflow" emitterline, 1/2 inch I.D, "Anchorage Tank". I. Sand Material: In accordance with M.O.A. latest standards m. Pea Gravel: 100% passing 3/8" sieve, less than 20% passing the 1/4" sieve, and less than 1% passing the #8 sieve. We are proposing to excavate out the contaminated drainrock and sand (no deeper than 2 feet below the top of the sand layer in the existing bed), install 0.5 feet of sand, install the air supply line, and cover it with 1.5 feet of sand. On top of the sand, we will place 6 inches of 3/8 inch pea gravel, with the pressure laterals midway in the layer. We will use a conventional lift station (Anchorage Tank), equipped with a programmable timer so that flow can be intermittently dosed to the ISF. 3. SURFACE WATERS: There is a drainage easement immediately to the north of the existing/proposed drainfield; however, it only has water in it intermittently. 4. TOPOGRAPHY: There are no slope concerns. 5. CLOSING: improvement to would have on a I am open to any suggestions from your department, which would be an the proposed design. I am unaware of any adverse impacts this installation Ijacent wells or septic systems. If you have any questions, please contact me at .jou for your assistance. P.E., M.S. NOTE: Attached is a site plan drawing, a design drawing, a detail drawing, a topography site plan, two soils logs, and a 7 page construction specification letter which are all part of the design package for this septic system. 6901 Debarr Road, Suite 2B • Anchorage, AK 99504 Ph: (907) 337-6179' Fax: (907) 338-3246' Website: akwwe.com I I JI I I 1--------- -- _ -- I ' / ---_ 1'\ SPANISH HILLS S/D: I Wl ♦5 LOT 7, 1 1 Z' \\ I l \ I / ( 100' WFII RAfNUS Ql-"�-----------------------J i Hi I I � I i / I / % SPANISH HILLS S/D; SE UUOIA ESfLOT 5. �K 1 /D, L I LOT 9.1' ACAM� 1 EXISTING SEPTIC SYSTEM I (SEE DESIGN, PACE 2 OF 3) --� % I l----\'"--------------"f--J / I SEQUOIA ESTATES S/D; ♦\ LOT 10, BLOCK 1. yrs' Sp�NLs I ch'.IL S D; _ 1 1 I I 1 SPANISH HILLS / LOT a. / SERVED BY A PRIVATE WELL AND SEPTIC SYSTEM. NO ENCROACHMENT CONCERNS. WILL VERIFY DURING CONSTRUCTION. S/D; DATE: 6/24/2002 DRAWN BY: ALASKA NATER & WASTE NATL'R= JI•L.M. CONSULTANTS, INC. 1., = 100 6901 DFRARR ROAD SUITE ?R • ANCNDRAGF. AK 9050; • PHONE (90715376179 • FAX (907)556-3?A6 PREPARED FOR PHONE NUMBER: PACE NUMBER: ERIC RITNER 229-1477 1 OF 3 LEGAL DESCRIPTION: SPANISH HILLS SUBDIVISION; LOT 6 TYPE OF WORK.- SITE ORKSITE PLAN FOR OPTION I SEPTIC UPGRADE; RE -BUILD DRAINFIELD PALATERRA S/D; LOT 2. 71 17 +/- I JOPTION II I -PROPOSED REBUILDING OF EXISTING BED. THE EXISTING BED IS A 18 FEET WIDE BY 40 FEET LANG BED TYPE DRIANFIELD WITH 2 FEET OF SAND FILTER AND THEN 0.5 FELT OF EFFECTIVE. WE ARE PROPOSING THAT THE BED BE EXCAVATED AND THAT ALL CONTAMINATED MATERIAL BE REMOVED. AFTER ALL CONTAMINATED MATERIAL IS REMOVED, NEW M.O.A. APPROVED SAND FILTER IS TO BE INSTALLED TO OR HIGHER THAN THE E)OSITNG BED BOTTOM ELEVATION. INSTALL 0.5 FEET OF NEW CLEAN. WASHED SEWER DRNNROCK. (SEE DETAIL DRAWING, PACE 3 OF 3) I -- � 20'ow�` -74 INSDT�AFjL�LIR DOUBLE .• ri.u'' INSTALL CLEANOUTS X.: EXISTING SEWER UNE' S vnJ EASMENT ---------- EXISTING SEWER UNE UNDER DRIVEWAY -EXCAVATE THE EXISITNG 1000 GALLON ;EPTIC TANK TO VERIFY INTEGRITY. IF OF POOR INTEGRITY, THEN REPLACE WITH A NEW 1000 GALLON SEPTIC TANK. I � I I � I `INSTNI F.C.O. IF ONE IS NOT PRESENT THE DRAINAGE EASEMENT AND THE WEST LOT LINE SHALL BE FLAGGED BY A REGISTERED LAND SURVEYOR PRIOR TO STARTING CONSTRUCTION I I DATE 6/24/2002 DRAWN BY: J.L.M. ALASKA WATER & WASTEWATER =GALE: 4 CONSULTANTS, INC. 6001 OFRARR ROAD. SUITE tR • ANCHORAGF. AK 00504 • PHONE (001)337.6110 • FAX (007)330-3746 " 40' PREPARED FOR: PHONE NUMBER: PAGE NUMBER: ERIC RITNER 229-1477 2 OF 3 LEGAL DESCRIPTION: SPANISH HILLS SUBDIVISION; LOT 6, TYPE OF WORK: DESIGN OF PROPOSED SEPTIC UPGRADE UmNA i;ft�e A, am ss: C —79 --------------------- I I wrO I I I I I 40+ FEET LANG PLAN VIEW (NOTE: THE EXCAVATION IS TO BE NAL CRADE LIMITED TO THE REMOVAL OF ALL CONTAMINATED MATERIAL F=o O M is FACBRIC Y 16+ FEET WIDE PROFILE VIEW DATE 6/24/2002 ., i`.:.... rC�.. DRAWN BY: ALASIU WATER & WASTENAATI:R SCALE'J.LM• CONSULTANTS, INC.N.T.S. 6001 OFRAPO 90A0. SUITF 10 • AWHORAGF. AK 00504 • PmO F (001133)-0170 • FAX (007133RJTGA PREPARED FOR: PHONE NUMBER: PACE NUMBER: ERIC RITNER (907) 229-1477 3 OF 3 LEGAL DESCRIPTION: SPANISH HILLS SUBDIVISION; LOT 6, TYPE OF WORK: DETAIL OF BOTTOMLESS INTERMITTENT SAND FILTER (ISF) OPTION I INSTALL 0.5 FEEF OF NEW CLEAN, WASHED SEWER DRVNROCK WITH THE NEW PIPE CONFIGURATION AS SHOWN. I I I I � 1 i __-____ �♦ SPANISH HILLS S/D-. I IAT 7.LLI I Z' \\ I / I 1 I <,, , RAOIU$�--- _----- _______________ 71 / 1 SPANISH HILLS S/D; 1I SEQUOIA ESTATES S/D; i LOT 3, I LOT 9. BLOCK 1. i17NG AND PROPOSED SEPTIC I SYSTEM (SEE DESIGN, PACE 2 OF J) -� � j 1 / / I ----\---------------- J SEQUOIA ESTATES S/D; LOT 10, BLOCK 1, SPAM ILLS S/D; LOT 7. SERVED BY A PRIVATE WELL I /, AND SEPTIC SYSTEM. NO 1 �\ ENCROACHMENT CONCERNS, 1 \ WILL VERIFY DURING I \ CONSTRUCTION. I 1 � I 1 + I 1 1 1 1\SPANISH HILLS S/D; \ LOT B• 1 DATE: ' 6/24/2002 V • DRAWN BY: AI..ASKA WATER & WASTEWATER SCALE. Z.T.G. CONSULTANTS. INC. 9001 OFAARR ROAD. SUITF N) • AW.ORACF. AK 9050. • FNONF (00))331fi179 • FAX (907)5563T46 11" C 100' PREPARED FOR PHONE NUMBER: PAGE NUMBER: ERIC RITNER 229-1477 1 OF 3 LEGAL DESCRIPTION: SPANISH HILLS SUBDIVISION; LOT 6 TYPE OF WORK: SITE PLAN FOR OPTION II, ISF SEPTIC SYSTEM 3 BEDROOM HOUSE PALATERRA S/D: LOT 2. I qACANTD I I PROPOSED REBUILDING OF EXISTING BED. A 12 FEET WIDE BY 30 FEET I LONG BOTTTOMLESS INTERMITTENT SND FILTER (ASF) IS TO BE INSTALLED IN THE AREA OF THE EXISTING BED. THE LIMITS OF TOTAL DEPTH EXCAVATION SHALL BE LIMITED TO 2 FEET MAXIMUM BELOW THE BOTTOM OF EXISTING SAND FILTER. A MINIMUM OF 2.0 FEET OF M.OA APPROVED SAND FILTER IS TO BE ADDED AND THEN 0.5 FEET OF PFA GRAVEL WITH THE PRESSURIZED LATERAL IN THE MIDDLE OF THE STRATUM. (SEE PACE 3 OF 3 FOR CONSTRUCTION DETAILS AND SPECIFICATIONS) CONTAIN A 20 FEET SEPERATION DISTANCE M SEASONAL RUNOFF — r r \ — — THE DRAINAGEEASEMENT AND THE WEST LOT LINE SHALL BE FLAGGED BY A I �� —'� .'..•ji.•:;•�r `Q'.,...'. Fjjjttt<ECISIERED LAND SURVEYOR.I 1.25' HDPE. ,.: !�'��i .'1 :•? F' .. PRESSURE UN�•Y?t .a4. • f;�. �,� Fir ' 2I I I I SUUTED AIR LINE (SEE NOTE) R I I i..' �5• COMPRESSOR (SEE NOTE) - INSTALL CLEANOUTS •� 1r+/——�c---------------- /----1 — — — S' UTILTIY EASMENT 1---------- -- -- — — -T REPLACE EXISTING 1000 GALLON THE AIN COMPRESSOR SHALL BE LOCATED T'^TM" SEPTIC TANK WITH A NEW 1250 THE CRAWL SPACE OR THE MANCE' THE CONTRACTOR INSTALL 4 INCHES BY GALLON S.NK WIP.TH TANK WITH THE SHALL PROADE A 0-10 PSH PRESSURE GAUGE AT A 4 FEAT WIDE LA BLUE INTERMITTENT DOSING TIMERS. IF MOM . NOON MHA 30 � GAUGE WILL VISIBLE � WITHIN THE BOARD INSULATION THE EXISTING SEPTIC TANK IS OF WOM UNDER ORNEWAY GOOD INTEGRITY. A 500 GALLON THE AIR COMPRESSOR SHALL BE A THOMAS UR STATION MAY BE INSTALLED INDUSTRIES MODEL 5070. AS SUPPLIED BY ANCHORAGE AFTER THE SEPTIC TANK. - TANK. THE AN UNE SHALL. BE 1/2 HCN DA. HOPE (1 PIECE. INSIDE A 2 NCH SCHAO PYO .NCKET. THE LIE SHALL BE BURIED TO A MNWUM DEPTH OF 3 FEET. THE CONTROL PANEL. FOR THE STEP TANK SHALL BE INSTALLED OUTSIDE THE RESIDENCE WITH AN IUDIBLI NmuAL INDICATOR ram THE HOUSE ,A oo,0�DATE'24/2002 �o OF �� D DRAWN BY: ALASKA WATER & WASTRWATRR SCALE'J'L M. CONSULTANTS. INC./�A� * F 6001 DFAARR ROAD. SUITE 2R • ANCNORACF. AK 00504 • PN(1NF (90?)W 6170 • FAX (001)538-3266 1 w 4D� o "• / PREPARED FOR: PHONE NUMBER: PACE NUMBER: ERIC RITNER 229-1477 2 OF 3 A e r A. ass: LEGAL DESCRIPTION: YO eo " -79$3.. .• •k SPANISH HILLS SUBDIVISION; LOT 6, TYPE OF WORK:'I-olp- (essto�°��c� DESIGN OF BOTTOMLESS ISF; OPTION 11 DO00000�`� 3/4' DA SCH. 40 PVC AIRLINE COIL SPACED AT APPROX. 2 LATERALS (HOLES, SHIELDS, 12'x30' BOTTOMLESS fSF, NO FEET. ORENCO 'WASTEFLOW' TYPE AND FLUSHING VALVES PER PROVIDED BY ANCHORAGE TANK. ORENCO DESIGN LINER ON BOTTOM. PRESSURE PIPING DESIGNED BY ORENCO AND ---SUPPLIED BY ANCHORAGE TANK. ------------ —•----------- _. I I I I I I I I I I I I I I I I p ' • J I I I I I H I I I I I I I I I I \I OI I I( I I 1 I I I I I I I I I I 1 J 01 I� I I I I I I ( I I I I I I I I I p l H ) I ( I I I I I I I I I I I H�RO Fit I I I I I I I I I I I I I I I I I I -- ----------------------------------- � I 4' DIA. MONITORING TUBE AT FLUSHING VALVES WITH .25' DM. HDPE DISCHARGE EACH CORNER. PERFORATED PROTECTIVE COVERS UNE FROM STEP TANK BETWEEN TOP OF SAND AND (EXTEND ABOVE GRADE) DISTRIBUTION PIPE INVERT. (DRILL 1/4 INCH DIA. HOLES) PLAN VIEW MT INSULATION B' LAYER OF SIB' PEA ��—�— GRAVEL WITH THE PVC LATERALS BURIED MIDWAY IN THE STRATUM. (GRAVEL �'•a�:.'�:•,��: BELOW PIPE - 3'+) •,i,+:."; PVC LATERALS (TYP4) MT FINAL ORADE- f 2' MIN. OF COVER _ ,�lL.LIlLLLLl2LLL _ INSTALL AIR LINE 18'/ I 12' BELOW TOP OF SAND PROFILE VIEW DATE 6/24/2002 DRAWN BY: ALASKA NVATKR & WASTE NVATKR saLE J.L.M. CONSULTANTS, INC. N.T.S. 6001 DFRARR ROAD. SUITF iR • ANCNORAGF. AK 005% • PNONF (007)3]]4179 • FAX (00))310-3)66 PREPARED FOR: PHONE NUMBER: PACE NUMBER: ERIC RITNER (907) 229-1477 3 OF 3 LEGAL DESCRIPTION: SPANISH HILLS SUBDIVISION; LOT 6, TYPE OF WORK: DETAIL OF BOTTOMLESS INTERMITTENT SAND FILTER (ISF): OPTION 11 ER FABRIC OVER PEA GRAVEL YCAVATK)N TO BE LIMITED TO 2 FEET BELOW BOTTOM OF BED'S EXISTING SAND FILTER N. OF M.O.A. SAND FILTER I SlV N UPGRADE (SEE DESIGN PACE 2 OF J) GRA NF �? 279-IA77 ---SPANISA-NltW'TON: --SH HILLS JUBDIWSt6N-,--L TYPE �� LAN -FOR PROPOSED strTIC s ItYs M UPGRADE �f 49th Municipality of Anchorage 11• •-.—. DEPARTMENT OF HEALTH & HUMAN SERVICES t .R�j�„ }•� 025 "L•• Street, Anchorage, Alaska 99502-0650 Stovon R. Pannone SOILS LOG — PERCOLATION TEST�4 s ti CE -8149 @d4 �.^TF .2'2/208 •••., X14�e, 40FESS1 ON,, PERFOnMEDFOR:—r)IANA%E }'MELVI,) (9RseL)L-�& DATE PERFORMED: �� "-•J� LEGAL DESCRIPTION: 1-6 1SDAM.19 AI LLS SUfd7D. Township, Range, Section: ?'1ZN,r I2 3LvJ S 2b DEPTH SLOPE SITE PLAN IQeT) oR4AvIcS 1 A N _ 2- h C 1pyr L 1 / 4- 4 11 GR41 0 'r 6 - �y SAS 7 6 – S)h SILTY SA.IQ 9 WAS GROUND WATER ENCOUNTERED? IF YES, AT WHAT DEPTH? Depth to water After Monitoring) Dark \\ Reeding Date S L O gv —�• P y E Grass Net Depth to Net Time Time Water Drop PERCOLATION RATE ImmutoVinch) PERC HOLE DIAMETER TEST RUN BETWEEN FT AND FT COMMENTS -TTP CrI6 V AT A7 -"2&V- ELe.V = 43 •O - 140L2 LaS 7»IL /HONrTo•2. W$LL 'c(•,J5'f',ALL ct) 2''6 mavj-nc `�jt5`bI3.� l�F_;l2F02ATr1�AT- 73oT'Tp�i- PERFORMED BY: •.S -V Ammply F_ I ^STl,]?E'PAn1N0 N CERTIFY THAT THIS TEST WAS PERFORMED IN ACCORDANCE WITH ALLSTATE AND MUNICIPAL GUIDELINES IN EFFECT ON THIS DATE. DATE: �2 -5 -oJ2 72-008 (Rov- 4/85) 1� WAS GROUND WATER ENCOUNTERED? IF YES, AT WHAT DEPTH? Depth to water After Monitoring) Dark \\ Reeding Date S L O gv —�• P y E Grass Net Depth to Net Time Time Water Drop PERCOLATION RATE ImmutoVinch) PERC HOLE DIAMETER TEST RUN BETWEEN FT AND FT COMMENTS -TTP CrI6 V AT A7 -"2&V- ELe.V = 43 •O - 140L2 LaS 7»IL /HONrTo•2. W$LL 'c(•,J5'f',ALL ct) 2''6 mavj-nc `�jt5`bI3.� l�F_;l2F02ATr1�AT- 73oT'Tp�i- PERFORMED BY: •.S -V Ammply F_ I ^STl,]?E'PAn1N0 N CERTIFY THAT THIS TEST WAS PERFORMED IN ACCORDANCE WITH ALLSTATE AND MUNICIPAL GUIDELINES IN EFFECT ON THIS DATE. DATE: �2 -5 -oJ2 72-008 (Rov- 4/85) Munlcipallty of Anchorage DEPARTMENT OF HEALTH & HUMAN SERVICES 825 "L" Street, Anchorage, Alaska 99502-0650 SOILS LOG — PERCOLATION TEST PERFORMED FOR: 141.Q lvl o 6l P2 V P -i LEGAL DESCRIPTION: �ab S�Orwr r� ?I//i• a- H FE Tr 1-r t� r , I ' 4 ' I. 6 - �• • Writ �w AJ 7 r �"i 8 -� 9 - DATE Township, Range, Section: 7-1RrU /L.70 S•.?A SLOPE SITE PLAN f n to- WAS GROUND WATER ENCOUNTERED? yP.f it - 12- 13- 14- is- 16- 17- is- 19- 20- COMMENTS 2- 13- 14- 16- 16- 17- 18- 19- 20— COMMENTS t N -ail%!�•—M 17,i. L S IF VES, AT WHAT p s v DEPTH? 8 p E Depth to Walar Aller R7 90 Monitoring? 7•r Ott,: Reading Date Grtut Net Depth to Net Time Time Water Drop .YP ((� PERCOLATION RATE _.177_ (mrnulevinch) PERC HOLE DIAMETER 6 TESTRUNBETWEEN 17 FT AND FT ea, A- /2s4�,ae. PERFORMED BY: / • EI rI/ I I CERTIFY THAT THIS TEST WAS PERFORMED IN ACCORDANCE WITH ALL STATE AND MUNICIPAL GUIDELINES IN EFFECT ON THIS DATE. DATE: 72-008 (Rev. 4/85) T.H.-5 3-1-75 Organic Soil Silty Sand W/Some Gravel SM Silty Sands w/Some Gravel SM 0,01 1,51 3.51 T .H .-6 3-1-75 Organic Soil Silty Sand SM Sand w/Some Silt SM 0,0~ 1.0' 4.0' 11.0' Silty Sand ~v/ :Trace Gravel SM" 13.0' Sand SP 14.0' 11, 0' Silty Sand w/Some Gravel SM Silty Sand SM No Water Table 16.0', No Water Table 16.0' R NOTE: Engineering & Geological Consultants Inc. ANCHORAGE PAIREIZ~NXS ALASKA J',JN F-AU OA'r~ 3-3-75 Teat holes extended with tractor mounted backhoe Aztec Builders Log of Test Holes Anchorage, Alaska 562004 Jow~ NO. B-05 9042273 0 Municipality ®f Anchorage On -Site Water and Wastewater Program (907) 343-7904 s F Certificate of On -Site Systems Approval Parcel I . D.017-151-06 1. GENERAL INFORMATION: Complete legal description Spanish Hills; Lot 6 Location (site address) 13441 Carita Lane *Anchorage AK Expiration Date: �, (�' 2 02' Current Property owner(s) Scott Sewell Day phone 907-744-8059 Mailing address Real Estate Agent Kevin Barret Day phone 907-250-7509 2. TYPE OF DWELLING: ® Single Family (w/wo ADU) F-1Duplex A ❑ Multiple Dwellings (Single Family and/or Duplex) 3. NUMBER OF BEDROOMS: 4 4. TYPE OF WATER SUPPLY: TYPE OF WASTEWATER DISPOSAL: Individual Well ® - Individual Individual Water Storage ❑ Holding Tank ❑ Community Class Well ❑ Community ❑ Public Water System ❑ Public Sewer ❑ WaiverNariance request for: Distance: Received by: Date: COSA to be released to the engineer, unless otherwise requested by the engineer. COSA Fee (O (o Q CbV 16,- 1 Date of Payment a '� O' D Receipt Number O 5 (o O C, COSA# Waiver Fee $ Date of Payment Receipt Number Waiver # nA 5. STATEMENT OF INSPECTION BY ENGINEER As certified by my seal affixed hereto and as of the validation date shown below, I verify that my investigation, based on procedures outlined in the Certificate of On -Site Systems Approval Guidelines for this application, shows that the on-site water supply and/or wastewater disposal system is (are) safe, functional and adequate for the number of bedrooms and type of structure indicated herein. I further verify that based on the information obtained from the Municipality of Anchorage files and from my investigation and inspection, the on-site water supply and/or wastewater disposal system is(are) in compliance with all applicable Municipal and State codes, ordinances, and regulations in effect at the time of installation. Name of Firm: Garness Engineering Group, Ltd (GEG) Phone: 907-337-6179 Address: 3701 East Tudor Road, Suite 101- Anchorage, Alaska 99507 Engineer's Printed Name: Jeffrey A. Garness Date: �1>l?,'"j Z 0 In conducting this evaluation, GEG provided an engineering evaluation of the well and/or septic system in accordance with the guidelines and regulations established by the Municipality of Anchorage and 0000Op�O industry practices. The reported results describe the condition of the system/s on the date/s of the evaluation. Separation distances were measured to readily identifiable features. Hidden defects or p s a encroachments may exist that were not identified during the evaluation. The operational life of all wells 15-:;, R Q and septic systems depend upon a variety of variables, including but not limited to, soil conditions, H• �I groundwater levels (that may fluctuate during the year), quality of construction (materials and J workmanship), and the water usage of the family utilizing the systems. These conditions can vary, and """"' .. " "' "" are outside the control of GEG. Satisfactory test results do not guarantee future performance of the system/s; therefore, GEG makes no warranty (express or implied) regarding the future performance ofQ r J•'• • • • • • • - the well or septic system. GEG makes no representation whether an alternative well or septic system , ' Jefif�Y orness; can be installed on the property in the event either of the current systems fail to perform adequately in Q 9 ' I ( E-7953oo the future. The content of this report is for the sole benefit of the person/party that retained GEG to 0�%fQ% - . I ch LD�pG perform the evaluation. Reliance upon the information provided in this report by any other person or P� _ [ Ed party (including subsequent property purchasers) is not authorized, nor will it confer any legal right ��� p' o f essi ldl whatsoever. 6. DSD SIGNATURE System #1 Approved for bedrooms System #2 Approved for Disapproved Conditional approval for bedrooms bedrooms, #AECC884 OF V� ON-SITE with the follu ng $JiMLglpt#o0.0 _ - Original Certificate Date: 10 _ a —Z O2_0 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 Nitrate Advisory Septic System Advisory Arsenic Advisory Well Flow Advisory Other Legal: Description: SPANISH HILLS; LOT 6 Parcel ID: 017-151-06 If more than 1 septic system on lot: COSA Checklist # 1 of 1 Structure served by this system 1 A. WELL DATA ❑ Well log is filed with Onsite (or attached) Date drilled 5/15/76 Total depth 358 ft Cased to UNKNOWN ft ❑ Sanitary seal is functioning correctly ❑ Wires are properly protected Casing height (above ground) 12+ in. Date of flow test for COSA 8/12/20 Static water level at beginning of test 228.8 ft. Comments B. TANK DATA Age of tank(s) 16 years Tank type/material SEVTICnSEF Well production at time of test 4.6+ gpm Water storage tank volume N/A gallons Well infected for coliform test? F-1Yes OR No Coliform bacteria is Negative Nitrate mg/L R-IN"itrate less than MRL (ND) Arsenic ug/L [9 Arsenic less than MRL (ND) Collected by GEG, LTD. Date of Sample 8/12/20 VC. L,tFT STATION Required maintenance completed Age of lift station 16 years Measured operating fluid level in septic tank Lift station material AGERGII5 9 Standpipes/foundation cleanout per record drawing Comments: Date of pumping *SEE ATTACHED MAINTENANCE D. ABSORPTION FIELD DATA Which system tested (date installed) 8/2002 Q ALL standpipes present per record drawing Total measured depth from grade 2.9 ft (max) Measured depth to pipe invert from grade ft (min) ❑ N/A — pressurized field ❑ Monitor tubes go to bottom of effective. If not state Adequacy test date 8112/20 Results Q Pass For 4 bedrooms Fluid depth prior to test 0 in Water added 626 gal New depth 0-1 in depth into effective Elapsed time 120 min ❑ Code -required soil cover over field Final fluid depth 0 in Absorption rate 600+ gpd ❑ System presoaked (Required if vacant for greater than 30 days prior to Any rejuvenation treatment (past 12 months) NONE date of test) N/A Gallons introduced N/A gallons If yes, enter date Comments/Deficiencies: 'ASSUMED BASED UPON RELATIVELY UNIFORM ELEVATION OF MT (+1.2') - SEPTIC CLEANOUTS IN RESERVE BED ARE NON-FUNCTIONAL COSA Checklist yellow sheet V 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' [D Yes *50+ Community Sewer Manhole/Cleanout > 100' Surface Water > 100' ❑ Yes if No ft M Yes if No ft Neighboring Tank > 100' Q Yes if No ft Private Sewer/Septic Line > 25' ❑ Yes if No ft Absorption Field on Lot > 100' ❑ Yes if No *50+ ft Holding Tank > 100' Yes if No ft Neighboring Absorption Fields > 100' ft Community Wells > 200' Animal Containment > 50'[]✓ Yes if No ft F( Yes if No ft If septic tank is under driveway comment below Manure/Animal Excreta Storage > 100' Community Sewer Main > 75' F1 Yes if No ft Q Yes if No ft From Septic/Holding Tank on Lot to: (Please enter distances if less than required) Building Foundations > 10' [D Yes if No ft Surface Water > 100' ❑ Yes if No *50+ ft Property Line > 5' [�' Yes if No ft Wells on Adjacent Lots: Surface Water > 100' Absorption Field > 5' if No Yes if No ft Private Wells > 100' ❑✓ Yes if No *50+ ft Water Main > 10' Yes if No ft Community Wells > 200' ✓] Yes if No ft 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 > 10' v Yes if No ft Wells on Adjacent Lots; Water Main > 10' Q Yes if No ft Private Wells > 100' 0 Yes Water Service Line > 10' Yes if No ft Community Wells > 200' 121 Yes Surface Water > 100' ❑ Yes if No *50+ ft if No 50+ ft if No ft F. ENGINEER'S COMMENTS *CAT II AWWTS **APROXIMATELY 25' (SEWER LINE AND WELL EXISTED PRIOR TO 1983). CONDITION OF 1992 BED WAS NOT EVALUATED G. ENGINEER'S CERTIFICATION 1 certify that I have determined through field inspections and review of Municipal records that the above systems are in conformance with MOA COSA guidelines in effect on this date. COSA Checklist yellow sheet W #AECC884 C r-)— -' i r. 1. 11 @- ; I C I /_ CE 79C5�j3(/ Z_rofess%0 0812012020 09:27 Anchorage Tank (F&7 277 3715 P.0011001 375 723 s lal� annow No map on iron alio an men a ■ son a 0 ■ it an It I now ff men mise 11 SIR No@ N 0 @ON agoAovarffeje o Field Mabiltemnce Report AnchorageTank Annual Inspection 907-272-3543 PmpvnY awnr/tt ft k PH (e-0) overmw r /-' Velma Williams 2nd Compmtrment Larry Betts ❑ Sft Addreee Mau ........ I ............... Cvaoot Ptwrw 13"1 Carita Lane, Anchorage AK 99516 Pump ........................ (907) 336-1485 AX Stts to s Castty ile Pod 1f MU i/UL 0 nen w>.sn rrwp+ctwn AX -100110 I SW020206 200361 RTU101091 09/03/2019 Retrieve Ow info Dally flow RecirC tatty _ Timar matings: Perform !:laid $ampling/4beervatione MU (IS* NTUs) PH (e-0) Do (24) r /-' —7! 2nd Compmtrment Odor of 8smprrilo Typical uatY n Earthy F-1Mokty Ngndypkat soma. [3Cabbage 171Mway 0#y mm in 1pvu ❑ Yea ❑ No Foam in tank ❑ Yes ❑ No Check Control Panel r -7 Audibta and visual alarms ❑0K DWtone{telemetryonly) ❑ves ❑No Inspect/Olean hump System Inspect Clean R1OtlI1111 ............... I ... . ❑ l Splice Box .................... ❑ 2nd Compmtrment F1cet Cords . • ............... ❑ C.ununt Mau ........ I ............... ❑ ❑ Pump ........................ ❑ ❑ etotube° Mar ................. ❑ ❑ Biotuba Pump Vault ............ r-1, ❑ Redraulating Splitter Valve....... ❑ ❑ namman4n Measure sludge/scum Shraaa !scum istcompertmem � Previous Current Previous 2nd Compmtrment Currant Previous C.ununt Previous Inspe*UCiesn AdvanYex Miter Inspect/Service tither System Components Inspect Clean Inspect Clue Dleintootion Equipment=12.,.., , Otaponat tataraleJbriticas Observations -- Additional $orvtcee Rendered ❑ aeanad textile ahaata7 ❑ Reptaced Uv items? ❑ Replaced/Used other iters? PBrU Uered: W o Warranty, 8 a 811100 (d' appropriate selection) tN 8 stern Number D"Oed lan Rnal/Selsty Inspection UM »installed 41.1io bolted on ffoki reconnected; hush valves closed ghqttrol paral roaadvatsd Summary/Recommendations + retam performing; no further acdon needed ❑ Tanis meds pumping ❑ Cal for service ❑ Other? Fax completed form to 1-866-304-7404 tnepttct Clean Odor: Namrai ❑Pungent t.sterala/Oriffces nnai Ell:xoesslva alOrriflt tri Pod BottOrer StIdginWandie/Wor ❑Excessive intake Vent inepect/Clean Discharge Pump System inspect impact dean Riser/L!a Ae t=toms Splice Box Pump Float oords Inspect/Service tither System Components Inspect Clean Inspect Clue Dleintootion Equipment=12.,.., , Otaponat tataraleJbriticas Observations -- Additional $orvtcee Rendered ❑ aeanad textile ahaata7 ❑ Reptaced Uv items? ❑ Replaced/Used other iters? PBrU Uered: W o Warranty, 8 a 811100 (d' appropriate selection) tN 8 stern Number D"Oed lan Rnal/Selsty Inspection UM »installed 41.1io bolted on ffoki reconnected; hush valves closed ghqttrol paral roaadvatsd Summary/Recommendations + retam performing; no further acdon needed ❑ Tanis meds pumping ❑ Cal for service ❑ Other? Fax completed form to 1-866-304-7404 : I Lor :5 - - - J --- EM£NT - - 20' DRAINAGE Fns Q r � S✓ / / O �aJii'4yb+Ii a_.c 1 4,- 0 CONCRET ow ! R=50.00 o �� m= �: L=36.5:: ------------ I ---------- ^---------- ----------'< T- t0' un A. i 50.00 i --------- LOT 7 i SCALE: 1"= 50' EXCLUSION NOTES: It is the owners responsibility to determine the existence of any easements, covenants. or restrictions which do not appear on the recorded subdivision plat. NOTE: Under no circumstances should any data hereon be used for construction or for establishing property lines. LOT 4 SURVEY CERTIFICATION: I have conducted a physical survey of this property as shown on this drawing and determined that the Improvements situated thereon are within the properly lines and no AS—BUILT SURVEY encroachments exist other than as noted, LOT 6 RO1'11`%L0 R. Ml TGHELL 2967 WENTWORTH ST SPANISH HILLS SUBDIVISION AnchorOge, AK. 99508-4341 (907) 229-1424 LEGEND: PHYSICAL ADDRESS: NOTE, 13441 CARITA ;ANE LISTED DISTANCES PREVAIL OVER SCALING. SNF S14EO NO FOUNDATION ANCHORAGE, AK. REPRODUCTION MAY CAUSE DISTORTION - — — — — — — EASEMENT Ac ASPHALT RAP RECYCLED ASPHALT FIELD CREM FIELD OCOK/PAGE: CHECKED BY: DRAWN BY: B ORR 3/13 Fc 14 RRM RRM NO CORNERS SET THIS SURVEY OB SCALE: DATE; SURVEY DATE: ORDERED BY: PLAT NUMBER: GRID NUMBER: RECORDING DISTRICT: 2020027 1"= 50' 9/29/2020 9/27/2020 SCOTT 75-199 1 SW2939 ANCHORAGE AS—BUILT SURVEY FOR: LOT 6 RO1'11`%L0 R. Ml TGHELL 2967 WENTWORTH ST SPANISH HILLS SUBDIVISION AnchorOge, AK. 99508-4341 (907) 229-1424 Ecklund, Timothy J From: Jeff Garness <Jeff@garnessengineering.com> Sent: Tuesday, September 29, 2020 3:33 PM To: Ecklund, Timothy J Cc: Sonja Blewett Subject: Spanish Hills, L6 - COSA - Four (4) bedrooms The 2002 drainfield (served by the Advantex system) has 204 sq.ft of absorption area. The soil percolation rate (2002 TH#1) is 3.3 minutes per inch, which corresponds to an application rate of 6.0 gpd/sq.ft. for a CAT III AWWTS. The existing drainfield is sized to handle a theoretical flow of over 1,200 gpd. In short, it is adequately sized to handle more than 600 gpd, as required for a 4 -bedroom residence. The 1992 bed (not inspected by GEG) has an absorption area of 624 sq.ft and is adequately size for 4 -bedrooms when receiving CAT III effluent. If need be, the 2002 drainfield could be rebuilt (to its same dimensions) as a reserve drainfield. Based upon these facts the existing Advantex CAT III system and drainfield are adequately sized for issuance of a 4 - bedroom COSA. Please call or email if you have any questions. Jeffrey A. Garness, P.E., M.S. President Garness Engineering Group, Ltd. 3701 E. Tudor Road, Suite 101 Anchorage, Alaska 99507-1259 Phone: (907) 337-6179 Mobile: (907) 244- 9612 Fax: (907) 338-3246 Website: www.garnessengineering.com 1 .. GARNESS ENGINEERING GROUP, Ltd ENGIN EERING-SALES - CONSULTING ocnics cERXE � AeroCell" CORPORATION Alas.:.? A!it1rnr7:.;d ovaw Autl"tMd AUSkd DtWibutM MUNICIPALITY OF ANCHORAGE ADVANCED WASTEWATER TREATMENT SYSTEM MAINTENANCE AND REPAIR AGREEMENT THIS MAINTENANCE AND REPAIR AGREEMENT, herein the "AGREEMENT" made and entered into as of this i Day of e9 e t 06 e/ of 20 .�- 0, by and between �a_cob ,Q(,trr eg e , herein the "OWNER," and the Municipality of Anchorage, herein the "MUNICIPALITY", -in accordance with Anchorage Municipal Code (AMC) 15.65.365. In consideration of the mutual covenants contained herein, the parties to this Agreement agree as follows: 1. Advanced Wastewater Treatment Systems. The Municipality grants permission to the Owner to utilize and operate an Advanced Wastewater Treatment System (AWWTS), described as Advantea system located at (legal description) ish Hills L613441 Carita Lane 2 Maintenance, Repairs and Alterations. (Owner is required to read, understand and initial each section) EL_ Throughout the term of this Agreement, the Owner shall enter into a service agreement with an AWWTS service and maintenance provider approved by the Municipality or the manufacturer's representative. The AWWTS shall be maintained in a satisfactory condition capable of performing as designed and producing treated septic effluent in _ accordance with the equipment's approval for operation in the Municipality. JIt shall be the responsibility of the Owner during the term of this Agreement to pay for all repair(s), maintenance, adjustment(s), replacement costs, and inspection costs. This includes an annual maintenance fee (typically $400 to $600). Owner agrees that only maintenance and repair personnel approved by the Municipality or the manufacturer's representative will inspect and make any necessary maintenance, repairs or permitted alterations to the system. JOwner acknowledges that regular maintenance of an AWWTS reduces the potential failure of the system, which could include sewage backup and costly repairs or drainfield replacement. (rev. 05/18/2018) Page 1 of 3 J� Owner acknowledges that the Municipality may request records of maintenance and repairs from the manufacturer's representative or maintenance provider. Owner acknowledges that the fine for failing to maintain and repair an AWWTS may be 9_ assessed in accordance with AMC 14.60.030. r/ Owner agrees to grant the Municipality reasonable access to test and inspect the AWWTS. The Municipality will give at least 24-hour notice, JOwner agrees that any sale or transfer of title of the property will not occur without a new r- Certificate of On -Site Systems Approval. JOwner agrees that the AWWTS installation and maintenance requirements as provided by the AWWTS vendor/installer and approved by the Municipality are the governing guidelines for the construction, maintenance and repair of the Owner's AWWTS. Owner agrees to maintain remote monitoring of the AWWTS as required by the AWWTS approval. 3. Term. The term of this Agreement shall begin on the date of approval by the Municipality to operate the installed system, or upon transfer of title, and shall continue while the AWWTS is operational or until title is transferred. 4. Nonwaiver. The failure of the Municipality at any time to enforce a provision of this Agreement shall in no way constitute a waiver of the provisions, nor in any way affect the validity of the Agreement or any part hereof, or the right of the Municipality thereafter to enforce every provision hereof. 5. Amendment. This Agreement shall only be amended by authorized representatives of the Owner and Municipality. Any attempt to amend this agreement by either an unauthorized representative or unauthorized means shall be void. 6. Jurisdiction: Choice of Law. Any civil action arising from this Agreement shall be brought in the Superior Court for the Third Judicial District of the State of Alaska at Anchorage. The laws of the State of Alaska shall govern the rights and obligations of the parties under this Agreement. 7. Severability. Any provisions of this Agreement decreed invalid by a court of competent jurisdiction shall not invalidate the remaining provisions of the Agreement. (rev. 05/18/2018) Page 2 of 3 OWNER: By: " (signature) Date: eZLde (print name) STATE OF ALASKA ) ss. THIRD JUDICIAL DISTRICT ) The fore in instrument was acknowledged before me this l day of Q� � , 2020 , by actn6 Cury 2q CS State of Alaska NOTARY PUBLIC FO ALASKA NOTARYPUBLIC My Commission expires: 12--i-20Z( Christine Hughes My Gommisslon Expires Dec, 1, 2021 MUNICIPALITY: i By: (signature) Date: / 0^ (' — 2 0 ZC) (print.name) Title: (rev. 05/18/2018) Page 3 of 3 Municipality of Anchorage Development Services Department Building Safety Division On -Site Water & Wastewater Program 4700 South Bragaw SL 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. 017-151-06 1. GENERAL INFORMATION .c e( `\ J/ W HAA# 1/4 OZo WY Expiration Date: 1 f (Zq /u 7— Complete Complete legal description SPANISH HILLS SUBDIVISION, LOT 6 Location (site address or directions) 13441 CARITA LANE, ANCHORAGE, AK 99516 Current Property owner(s) ERIC RITNER Day phone 229-1477 Mailing address 4305 WISCONSIN ST. 417, ANCHORAGE, AK 99517 Lending agency Day phone Mailing address Real Estate Agent KIMBERLY JEFFREY w/ PRUDENTIAL VISTA Day phone 273-7206 Mailing address 4241 "B" STREET, ANCHORAGE, AK 99503 Unless otherwise requested, HAA will be held by DSD for pickup. 2. NUMBER OF BEDROOMS: 3 3. TYPE OF WATER SUPPLY: TYPE OF WASTEWATER DISPOSAL: Individual Well 0 Individual On-site l0 Individual Water Storage ❑ Individual Holding tank ❑ Community Class Well ❑ Community On-site ❑ Public Water System ❑ Public Sewer ❑ The Municipality of Anchorage Development Services Department (DSD) Issues Certificates of Health Authority Approval (HAA) based only upon the representations given in paragraph 4 by an independent professional civil engineer registered in the State of Alaska. Certificates of Health Authority Approval are required for the transfer of title (except between spouses) for properties served by a single-family on-site wastewater disposal and/or water supply system. DSD also issues HAAs upon request to homeowners. Certificates of Health Authority Approval are valid for 90 days from the date of issue for properties served by a private or Class C well and may be reissued with new water samples. (Certificates may be reissued for a period of up to one year with valid water samples.) Certificates are valid for one year for properties served by Class A or B wells or a public water system. The Municipality of Anchorage is not responsible for errors or omissions in the professional engineer's work. I Note: Alaska Water and Wastewater Consultants, Inc. shall be paid $ 21ti75 at, or prior to closing for the engineering services provided. 4. STATEMENT OF INSPECTION BY ENGINEER As certified by my seal affixed hereto and as of the validation date shown below, I Gerify that my investigalrion,based on procedures outlined in the Health Authority Approval Guidelines for this application, shoms that th,e 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. /further verify that based on the information obtained from the Municipality of Anchorage riles and from my investigation and inspection, the r, 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 ALASKA WATER k WASTEWATER CONSULTANTS, INC. Phone 337-6179 Address 6901 DEBARR ROAD, SUITE 28 * ANCHORAGE. AK 99504 Engineer's Printed Name JEFFREY A. GARNESS, P.E. Date e("/02— Engineer's (" 02— Engineer's Comments: In conducting this evaluation, AKWWC, Inc, attempted to provide a thorough, aoo�40 0 conscientious engineering analysis of the system in accordance with ADEC and MOA oo OF q� 4 DSD Guidelines 8 Regulations. The reported results described the performance of the p ``•. • S1 DO system under the conditions encountered at the time of the test, and separation '•.!(- distances measured to readily identifiable features. The operational life of all wells and septic systems depend on the local soils condition, groundwater levels that may . • • •: • • • • •. • • ............ fluctuate during the year, and the water usage of the family being served by the system. 1 These conditions are outside the control of the evaluator of the system. Satisfactory test results do not guarantee future performance of the system, nor do they guarantee that �O J fr}{ n. Gayness.: there are no hidden defects or encroachments. AKW WC, Inc. can therefore not provide 0 �� ' , i 79 any warranty or future estimate of how long the system will continue to most the 04 �tA� SFO operational requirements of the ADEC or MOA DSD. The content of this report is for �yO°�prc/e*sto^Ox the sole benefit of the owner listed above. Any reliance upon or use of this report by any ��400000�� other person or party is not authorized, nor will it confer any legal right whatsoever. 5. DSD SIGNATURE Approved for -7 bedrooms. Disapproved. Conditional approval for bedrooms, with the flowing Attachments: HAA Checklist Septic System Advisory Well Flow Advisory By: (Rw. 11101) V 1°�'�: �W��SITE • �'Av� • RAND o� PR GRAM R - Manitenance Agreements Supplemental Engineer's Reort Other Original Certificate Date: el ZI I JZ- H D. LIFT STATIOWORENCO PUMP VAULT Date installed 7/29/2002 Size in gallons 1500/50+ TIMER/ TIMER/ 'Pump on' level at 32 lo. "Pump ofP level at - Min. n. Datum BOTTOM OF TANK Cycles tested NEW E. SEPARATION DISTANCES Manhole/Access (YIN) YES High water alar level at 46/36 in. Meets alar & circuit requirements? YES i SEPARATION DISTANCES FROM WELL ON LOT TO: Septic tank/lift station on lot 1001+ On adjacent lots 1000+ Absorption field on lot 100'+ On adjacent lots 100'+ Public sewer main N/A Public sewer manhole/deanout N/A Sewer /septic service line 25'+ Holding tank N/A SEPARATION DISTANCES FROM SEPTIC/HOLDING TANK ON LOT TO: Building foundation 50+ Property line 5'+ Absorption field 5'+ .Water main N/A Water service line 101+ Surface water 100'+ Wells on adjacent lots 100'+ SEPARATION DISTANCE FROM ABSORPTION FIELD ON LOT TO: Property Una 10'+ Building foundation 10'+ Water main N/A Water service line 101+ Surface water 1001+ Driveway. parkingNehide storage 7'+ - Curtain drain NONE KNOWN Wells on adjacent lots 100'+ F. COMMENTS G. ENGINEER'S CERTIFICATION I certify that I have determined through field tnspecfions and review of Municipal records that the above aysterns are In conformance with MOA HAA guidelines In effect on this date. Engineer's Printed Name JEFFREY A. GARNESS Date HAA Fee $ 3 /*5F-' J� rj �' �1 Waiver Fee $ Date of Payment 1/2-9102-- Date of Payment �J Receipt Number `� i 9 00Receipt Number (Rev. 12101) T Municipality of Anchorage Development Services Department Building Safety Division OnSke Water & Wastewater Program 4100 South Bragaw St. P.O. Box 196650 Anchorage, AK 995198850 www.d.anchorage.alLus (907)943.1904 HEALTH AUTHORITY APPROVAL CHECKLIST Legal Description: SPANISH HILLS SUBDIVISION: LOT 6 Parcel ID: 017-151-06 A. WELL DATA Well" PWATE Date completed 5/15/76 Total depth 358 fL If A. 8, or C provide PWSIDN N A Well Log (YM). YES Sanitary seal (YM) YES Wires properly protected (Y/N) YES Cased to 357 ft. Casing height (above ground) 12+ in. FROM WELL LOG AT INSPECTION Date of test 8/15/1977 5/31 /2002 Static water level 256 ft, 239 Well production 10 g•p-m• WATER SAMPLE RESULTS: ft. 4.37 9— p.m- Conform 0 colonies/100 ml. Nitrate 0.32 rrlgA. Other bacteria 1 colonies/100 ml. Arsenic: N/A mgA. Date of sample: 5/31/02 Collected by: AKWWC, INC. S. SEPTICIHOLDING TANK DATA 'THIS IS AN ADVANTEX TREATMENT SYSTEM Tank Type/Material *FIBERGLASS Date Installed 7/29/2002 Tank size 1500 gal. Number of Compartments 2 Cleanouts (YM) YES Foundation cleanout (Y/N) YES Depression over tank (YM) NO High water alarm (YM) YES Date of pumping I NEN Pumper C. ABSORPTION FIELD DATA pBR Ow FML GRVEI Date installed 8/21/2002 Soil rating .p.d ft9bdnn) 6_0 System type BED Length 17 ft. Width 1 12 ft. Gravel below pipe 0.5 ft. Total depth 02.74+ ft. Eff. absorption area 204 fe Monitoring tube YES Depression over field NO Date of adequacy test NEN Results (Pass/Fail) — For? bedrooms Fluid depth in absorption field before test — In. Water added — gal. New depth =1n. Elapsed Time: _=— min. Final fluid depth = in. Absorption rate >= — g.p.d. Any rejuvenation treatment (past 12 moa (Y/N & type) — If yes, give date — e- 4-02: 4:52PM: :SOT 561 5301 M 2/ 3 ME Environmental Services Inc. Ack. W�"ii iio�vireso CC&ERef.# 1023070001 Client Name AK Water & Wastewater Consultants Inc. Project Name/# Spanish Hills S/D: Lot 6 Client Sample ID Spanish Hills SID; Lot 6 Matrix Drinking Water Ordered By PWSID 0 Sample Remarks: All Dates/Times are Alaska Standard Time Printed Date/time 06/04/2002 8:42 Collected Daterrime 05/31/2002 13:50 Received Date rime 05/31/2002 16:30 Technical Dire ctorSteppe Ede Released By Allowable Piep Analysis Parameter Results PQI. Units Method Limits Date Date Init Waters Department Nitrate -N 0.321 0.200 mg/L EPA 300.0 (<101 05/31/02 JDT Microbiology Laboratory Total Coliform I OB, No Coli col/100mi. S\118 9222B (<ll 05/31/02 SBH e- ♦-02; a:52PM; ;9D7 551 5301 ME Emrironmentai Services Inc. 4borttory OMsiott r _ i► L AV -r v_ 200 W )rirlking Water Analysis Report for Total Coliform Bacteria porter "15.16N TN:!9071se2.23i3 READ INSTRUCTIONS ONREVERSESIDE dEFORECOLLECTING SA.NILE Fax: 1907) 561.5301 MUST BE COMPLETED BY WATER SUPPLIER TO BE COMPLETED BY LABORATORY ❑ PUBLIC WATER SYSTEM I.O.0 I I I ' I Analysis shows this Water SAMPLE to be.. P111VATEWATER SYSTEM X Satisfactory et ` ❑ Unurisfwwry 1 ❑ Sewd Reads O 4Sen1larela ❑ Sample over 30 hours old multi may be unreliable Ai1�SFiA �1I4TfiR $ \1'11 STEtuATRR o Sample too long in transit; ser^.,!e should �•� CONSULTANTS. INC. a not be over3Ohours old at examination Y.I.ry Afb� 0901 DEf3AR17 RD.. CIM7 aB to indicate "liable results. Please send Iv�...VrvaVL' . N• :�JULrH new temple ha cal d livery mall. c.r s•. :.rC..L Date Received/ /fJz Time Received ❑ Send Rada ❑ Seed lx. Analysis Be(u 1-7 ZO c..,..r H. ALASKA WAiMR (!c WMVI"Krr$..o . CONSULTANTS. INC. U.1+A66� uaut urtuuutko..Sultr In h.e�.r.va.AV G.iu� :ilDJ4 Cn SAMPLE DATE: F75-1 Misatts SAMPLE TYPE: ❑ Routine ❑ Repeat Sample (for routine sample with tab ref. no. ) ❑ Special Purpose SAMPLE LOCATION F37-0 ft7t, -71 Day Year O Treated Water XUntreated Water Time Colleetrd Collected By 1'170 ( ". ,s (:,\ 1 n..rr n.. Analytical Method: �( Membrane Filter O MMOQMUG • Number of cotonies/100 mi. Lab ReL No. R %ult• analyst IAZ3o=fr) 0 3/ 3 I A j IA E6 Z. Sent to A.D.LC. Ane► Fbks Sulk ❑ Faced Dam Timr. Clleat notined of unsatisfactory results: ❑ a Phoned Spoke wit► Fated Dau:: Time: BACTERIOLOGICAL WATER ANALYSIS RECORD MMO•MUC Rmit Total Coliform E. Call Membrane Filter. Direct Coupt t7$ L%->6 CiXn r Coloolesl100 m1 Verification: LTB 96R COLIFI&M Fecal Collforre Confirtnatioo Fleet Membrane Filter Results qa+-(sec( G'� Coliformlloo mi Repo "ed a. SFi* rU2,V\Date (?/?C77 i Time bra Comments: 6 r.Vrc - r..V.....r rr c..w Oa -olhws ewv �7 D M D w .J r !� D Z CD M N S S S S AS l DRIVEWAY ................. SHANE A. HOLT LS -6914 wG ONO S 89'48'08"W 300. 5' MGRUN 2D. ERAINAGE ESW" ASPHALT N n ri GARAGE TT 1''1 N U -)S s S b h O 0WELL C"14 ♦ Gr LIrT N STATION JO �' q �P T ELECTRIC 5$ � VAULT S FILTER S'A'Ia 5- UTILITY EASEMENT S 89'05' 24"W 265.07 fl AS -BUILT SURVEY NO CORNERS SET THIS DATE SCALE:1" A, 40' 1 HEREBY CERTIFY THAT 1 HAVE PERFORMED A MORTGAGEE'S INSPECTION OF THE FOLLOWING DESCRIBED PROPERTY. LOT 6, SPANISH HILLS SUB. THE INFORMATION HEREON IS FOR THE USE OF LENDING INSTITUTIONS SPECIFICALLY TO SHOW ANY CONFLICTS 6VRC&AGE RECORDING DISTRICT, ALASKA AND THAT EXISTING STRUCTURES AND PUTTED LOT LINES OR EASEMENTS AND IS NOT TO BE USED FOR POSITIONING ADDTIEIIAVISIBLE IMPROVEMENTS SITUATED THEREC4 ARE STRUCTURES OR FENCCUNES. WITHIN THE PROPERTY LINES AND NO VISIBLE EASEMENTS OF RECORD. OTHER THAN THOSE SHOWN ON THE RECORDED PUT, ARE NOT SHOWN HEREON. ENCROACHMENTS EXIST OTHER THAN NOTED. CC__ NOTE: ANY fS SHOWN ARE LOCATED APPROXIMATELY AND ARE NOT TO BE USED TO DETERMINE PROP iAID AT ANCHORAGE. ALASKA THIS __22ND___ rLta AUGUST_____________ 2002__. OR LOCATE STRUCTURES. HOLT LAND SURVEYING 4602. FB43-53.98-27 ANY PAVING SHOWN MAY BE APPROXIMATE DUE i0 SNOW CONDITIONS. TEL. 345-5513 eta 9TH • 9� ................. SHANE A. HOLT LS -6914 wG ONO S 89'48'08"W 300. 5' MGRUN 2D. ERAINAGE ESW" ASPHALT N n ri GARAGE TT 1''1 N U -)S s S b h O 0WELL C"14 ♦ Gr LIrT N STATION JO �' q �P T ELECTRIC 5$ � VAULT S FILTER S'A'Ia 5- UTILITY EASEMENT S 89'05' 24"W 265.07 fl AS -BUILT SURVEY NO CORNERS SET THIS DATE SCALE:1" A, 40' 1 HEREBY CERTIFY THAT 1 HAVE PERFORMED A MORTGAGEE'S INSPECTION OF THE FOLLOWING DESCRIBED PROPERTY. LOT 6, SPANISH HILLS SUB. THE INFORMATION HEREON IS FOR THE USE OF LENDING INSTITUTIONS SPECIFICALLY TO SHOW ANY CONFLICTS 6VRC&AGE RECORDING DISTRICT, ALASKA AND THAT EXISTING STRUCTURES AND PUTTED LOT LINES OR EASEMENTS AND IS NOT TO BE USED FOR POSITIONING ADDTIEIIAVISIBLE IMPROVEMENTS SITUATED THEREC4 ARE STRUCTURES OR FENCCUNES. WITHIN THE PROPERTY LINES AND NO VISIBLE EASEMENTS OF RECORD. OTHER THAN THOSE SHOWN ON THE RECORDED PUT, ARE NOT SHOWN HEREON. ENCROACHMENTS EXIST OTHER THAN NOTED. CC__ NOTE: ANY fS SHOWN ARE LOCATED APPROXIMATELY AND ARE NOT TO BE USED TO DETERMINE PROP iAID AT ANCHORAGE. ALASKA THIS __22ND___ rLta AUGUST_____________ 2002__. OR LOCATE STRUCTURES. HOLT LAND SURVEYING 4602. FB43-53.98-27 ANY PAVING SHOWN MAY BE APPROXIMATE DUE i0 SNOW CONDITIONS. TEL. 345-5513 ., �• 1 'l F �: '�D�i- ISl-� Municipality of Anchorage Page 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: z b 2-1C)A PID Number: C)t--?- " i,'I _o 4D Name: Wastewater system: ❑ New Xupgrade M+= L VIN 6jrzE&—ves Address: /3 41( CA (2 t i- to LA) 49SI eo ABSORPTION FIELD Phone: 3 415'-- /,578 if No. of Bedrooms: 3 ❑L�Deep Trench ❑Shallow Trench Bed 1-1 Mound ❑Other LEGAL DESCRIPTION Soil Rating: / Total Depth from original grade: t• O -� GPD/S . Ft. Lot: Block: Subdivision: Depth to pipe bottom from original grade: Gravel depth beneath pipe -" N tS N Of Lt S Ft. L7 Ft. Township: Range: Section: Fill added above original grade: Gravel length: Z N 3 lU 2 3 AV-s- Ft. -S B Ft. WELL: 1-1 New �N �❑ Upgrade Gravel depth: Ft Number of lines: Distance between lines: Ft Classification (Private, A,B,C): Total Depth: Cased To: Total absorption area: Pipe material: CO 6,V.'VQ0tM;* `-4:�-I21V,AT%Z 3S8 Ft. JrC;)' Ft. 6-24 SQ. Ft. L'C 6TH`?( e-eV& Driller: Date Drilled: Static Water Level: Installer: Date installed: QA,vL�A2T� IL LIA) e5 ,5/7;; Zla5- Ft. -=6 6 A"$F—dLA 65Y-CAV Yield: Pump Set at: Casing Height Above Ground: TANK 8.6— GPM 3 H Ft. /• 7J Ft. SEPARATION DISTANCES aSeptic o Holding o S.T.E.P. To Septic Absorption Lift Holding Public/Private Manufacturer: Capacity in gallons: From Tank Field Station Tank Sewer Lines G24GL&#y2_ /C%DD Well /O /03 N1A / N`A / NC✓, Material: Number of Compartments: $?'aac- e VIA ,V/4 LIFT STATION Water Water Lot Size in gallons: Manufacture Line / D 3 O I ` Foundation" Pump on" level at: "Pump off' level at: High water alarm at: Curtain ✓V/A 11//A Pump Make & Model Electrical Inspections performed by: Drain BENCH MARK Remarks: -gNeVlcLj Location and Description: RGMOVnb C12VS0 Nr (AVCGD oF:P SI r= �0( OF Lj ELL. 4-C WL3.S7_ G VJ6-T: 66e i ca.M W An> dN c •,' OF 7-Af rL O t !LR"(/ Assumed Elevation: ao �'ENtoVtnJ �}�. t'�i�c-f3rAc1�>✓i t[ l.v !OD ENG,INFER'�afi wL—t!� cLc rate 6iRl�kl�L .'i'6- OC 9B1°04a a e o 90, Inspections performed by: qZ*P A)/JOr/k Dates: 1st /'•-13 -cDZ Inspections tr✓�sc�c:acs.:csec+Yz�a.° v 2nd / Z— 9 Z ` remeoswax°°u,:°awe�.v r°°II°°•oa°c °>°•"• P -)o Steven R. Pannone�� CE o- 49 ,4,ZV Department of Health and Human Services approval 1 °do�F�F4�z�.••°°'�� �°� RoFEss Ep Reviewed and approved by: �= C��L�� '� Date: 1.2/1_92 72-013 (1/91) MOA 25 Permit No. g Z ©3 B O Page 2- of 3 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/_ 6 5'PAN1aN -rp.vk vGte� C. l-..•O. FtC(-D �t�LcT MN•W. MBN1Yp2WeU_ -F-4, —rci6714o6B 3 ANG SAS& A i� Z -3b M•�' r,+l 10 0 TNA. n9 e! 20./:� 1 'C.v'S Z P-4 ELay. K10 -rp.vk vGte� (J2 FtC(-D �t�LcT l�3 •1�.�WGLL CA51N4, G CONNZ'4T' re, CV,5-7, 72-013 A (2/91) MOA 25 2,0 _ 9_'�w PID No.: p1�77 Gam.a'I".. ` 1GO 0� CY%aTo. er eg:a,eV. LAm5vMgt") C1 e4 a R5.6 RT, S/VT1L- ENGINEER'S SEAL OI✓���G i✓ �? �avvsvvvoe �y �^ o Steven R. Pannone e CE - 8149 Permit No. 0)2-b300 Page 3 of 3 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: L& sPA/v(6(4 #((Ls 6%,%-D. S26J -c'l2Nj R1A; PID No.: c51ij- i,G'r- 06 � N N N Sli N p e n 1 o q5a. 11 M M N M x � � � 1� C1 � 0 ( 1• ri. C a n1 t) (OMER!W L �.. c o a V, Or- ,94 %-4 apps caaaave _ I N a Ns �s Cryo° �{� �d�Q� pp A, Q r� o��ePtT 0� (S� "aoc��c;ccwosaYu•aco{9 Q � weooa x rst �a000 evn ee vova aaeeev� � Steven R. Pannone P L 2 �8p�01P`a, CE -81X19 4 IV ii' �✓ 2 s �- o i u Q��QFpn°�wa•• C a o 4a ROFESSIO 72-013 A (2/91) MOA 25 O b a V o � Municipality of Anchorage DEPARTMENT OF HEALTH & HUMAN SERVICES a namE 825 "L" Street, Anchorage, Alaska 99502-0650 at , 3 Steven a. Pannone SOILS LOG ® PERCOLATION TEST bQB,c'J�4, CE -8149 PERFORMED FOR. --D I AlVdeG� -�M E-L-VtN (5;11 Ea= aEa DATE PERFORMED: LEGAL DESCRIPTION: 6 b`F�-ANrS(,! 9)LL& SV72-D, Township, Range, Section: i 12-Nj 42 3w S 2/V SLOPE SITE PLAN DEPTH 1 (FLEET) olaGA•vrc-S ENCOUNTERED? 2 11 L 3 5 L- C t PSYG-ti' 4Pna) 4 12 E 5 13 N Mnnitorinn7 Date: �QDPLT cR.AD�D 6 5� SANS 7 8 gAq $rLCYSAn�p 10 WAS GROUND WATER IIt p 14`� Reading Date Gross Net Depth to Net Time Time Water Drop 15 16- 17 18- 19- 20- PERCOLATION 81920PERCOLATION RATE (minutes/inch) PERC HOLE DIAMETER TEST RUN BETWEEN FT AND FT COMMENTS —I-V—P 09 :'001-9- AT' Ali DEC 11 192 15:24 USKH 907 258 4653 Municipality of Anchorage 12-t 1-92 Department of Health and Human Services Environmental Services P:0. Box 196650 Anchorage, AK, 09519-6660 ATTN; Mr. Dan Roth RE, Lot 6, Spanish Mills Subdivision Dear Mr. Roth, P.1/2 Per our recent conversation, I plan to corraot the problem with the drain field that was installed In October. The plan is to excavate the field, place a foot and a half sand filtor, and reconstruct the field so it meets the current Municipal Ordinance. Attached is a sketch of the proposed work. Please note, the drawing is not to scale. At this time, the work will be completed over the weekend of December 12, 1.992, depending on the availability of the contractor. If you have any further questions, please give me a call. Sincerely, Steven R.Pannona, P.E. P.O. Box 142025 Anchorage, AK 99514-2025 ' 19071 274-0308 19071276-4245 1. IF L Posit-Itw brand fax transmittal memo 7M #002941" Z 1+t � iMM� Ca. e�FlSl s�u.la�.5 �Al.-4u• Nus., �. e� -42W ""I oil' DEC 11 192 15:25 USKH 907 258 4653 P.2/2 I FAr Mr ��11.r�r�r�+r_'�ui�wlu►.'1..r1�.,.yy:�1 n\► =' r' �w Project Title paw Title W.O. 0 _� Date lZBy ca- Page of 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 WASTEWATER DISPOSAL SYSTEM (UPGRADE) PERMIT PERMIT NUMBER:SW920308 DATE ISSUED: 9/25/92 DESIGN ENGINEER:AK ENVIRONMENTAL CONTROL SERVICES EXPIRATION DATE: 9/25/93 OWNER NAME:GREAVES MELVIN J & OWNER ADDRESS:13441 CARITA LN ANCHORAGE, AK 99516 PARCEL ID:01715106 LEGAL DESCRIPTION: SPANISH HILLS LT 6 SEC 26, T12N, R3W, SM LOT SIZE: 49230 (SQ. FT.) NUMBER OF BEDROOMS: 3 THIS PERMIT: 3 THIS PERMIT IS FOR THE CONTRUCTION OF: DISPOSAL FIELD SYSTEM 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 FOLLOWING SPECIAL PROVISIONS. SPECIAL PROVISIONS: WATER MONITORED ON 9/25/92 AT -4.7'. INSTALL MOUND PER REVISED DESIGN DATED 10/2/90, WITH THE EXCEPTION THAT THE EXISTING TANK AND TRENCH MUST BE ABANDONED PER AMC 15.65. THE INSTALLATION WILL REQUIRE A LIFT STATION AND APPROPRIATE PERMITS AND INSPR TIONS FROM PUBLIC WORKS. DATE: `% 3 e RECEIVED BY: ISSUED BY: DATE: REiuM1UEp AS �u/z7 7u FA'61rog,sR //- �_, �� i FOR tgorlotEVCIFI..,,.. � 46,41 AJ 12-2-72- Municipality of Anchorage Department of Health and Human Services Environmental Services P.O. Box 196650 Anchorage, AK, 99519-6650 ATTN: Mr. Dan Roth RE: Lot 6, Spanish Hills Subdivision Dear Mr. Roth, 12—©9— 4Z_ RECEIVED DEC 1 41992 Municipality of Anchorage Dept. Health & Human Services I am writing asking for a conditional acceptance of the new septic system install on 10-9-92. The original design showed the depth to the water table to be about 7.7 feet. During a rain event, Mr. Dan Bolles from your department observed the water table to be 4.7 feet. The design was modified to accommodate the higher water table, The designer, Mr. Lee Reid indicated that there may have been some surface runoff that entered the monitor well, causing the elevated water table. The system was installed with the bottom of the drain field located 1.5 feet below ground water, per the original design. According to the reading by Mr. Bolles, the septic system as installed violates municipal ordinance by one foot, On 12-6-92, 1 installed a new monitor well located 10 feet south of the drain field, and nine feet deep. The soil around the top of the well was mounded to prevent any infiltration of surface water. It is my intent to monitor the ground water through -out the spring break-up to verify the level of the ground water. If the ground water rises above 5.5 feet below ground level, I will install a cut-off drain around the uphill side of the drainfield to lower the ground water to meet the Municipal ordinance. The system will then be monitored through the fall rains to prove that the cut-off drain is working as required. If the ground water does not rise above 5.5 feet below ground water, the system is in compliance with the municipal ordinance, and can be approved with -out any further delay. I believe that this will be the case. If you have any further questions, please give me a call. Sincerely, Steven R.Pannone, P.E. P.O, Box 142025 Anchorage, AK 99514-2025 (907) 274-0308 (907) 276-4245 y�A 1p 6 p 49, T,° Steven R. Pannone S' C— Ci,°=3 CE - 8149 i"�" VD JF °°,y�Z/Zoe °°•°`�<��' �' ��: ROFESS10e�- ,�t Municipality ®f Anchorage Department of Health and Human Services dhh� Tom Fink, 825 "L" Street Mayor P.O. Box 196650 Anchorage, Alaska 99519-6650 January 10, 1991 Melvin Greeves 13441 Carita Lane Anchorage, Alaska 99516 Subject: Lot 6 Spanish Hills Subdivision Permit #900328, PID #017-151-06 The subject permit, issued by this office for a single family well and/or on-site wastewater system has expired as of December 31, 1990. 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 needs to be sent to this office for documentation of the installation and to close the permit. If a private engineer inspected the installation of the on-site wastewater system, the original as -built inspection report (three-part form) 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: $90.00 for an on-site wastewater permit; $50.00 for a well permit; $140.00 for a combined on-site wastewater and well permit. If you have any questions, please call this office at 343-4744. Sincer ly, Joh mith %.E. Pro am Manager On- ite Services JW/1jm:200 enc: Copy of Permit "Kids Are Our Future" |`a/`ce1 ld: 01/-151 0h Lo� Leqal: SuOr! ivinion: SPAMiSH H[LLS Lot: � B1ock: ~ Sectiun: 26 Tuwnshi��: 12N �ango: 3W |.ot Size 49230 (sqor acres) Max 8edronms: This Pop miL: 3 Total hal aciiy: 3 SE��IC lAN,: nimum tota| sepiic ta:k ca\;POA ty: i,000 ga/lcalls " Each septic iank must have at ]easL 2 compartments, Depth to iop of septic tank(s) /eeL requ�res i�e/iWtion over tank(s>. [NST(LL PER ENGINEERS A! 110100410 PLANS. NOTIFY DHHS PRIOR TO EACH [N9PE/JIUN, P[or! ]l iS FOR J }0DRM 87NGLE FAMILY OWED i'lNUS ONLY, ULl) THENCH 1 BE 68AHDONED (N PLACE. LIFT STATION REQUIRES A POiVI}[ AND 1NGPEClION FOR ELECllift AL WURK FROM PU8LIC WORKS, |H\S |�'ERMI| EXPIRES ON i2/31/90" A ALASKA CnUIROnMenTAL COUROL ONUS, InC. S o Cngineerinq & Enuironmental Studies Box 240668 Anchorage, AK 99524-0668 (907) 279-5553 *** FAX (907) 276-8706 September 28, 1990 Municipality of Anchorage Department of Health & Human Services MUNI DE T. OFOEALTHH&�G5 825 L Street, Fifth Floor ENVIRONMENTAL PROTECTION Anchorage, AIC 99501 AT TN: Dan Bolles rL, h . 8 41000 RE Lot 6, Spanish Hills RECEIVED 017-151-06 Dear Dan: The area to the north of the septic system has ample grass, but I would not call it wet-, The drainage pattern to the culvert is vague, so flow from rainfall and snow melt tends to be reduced in this area. drain well. The soils are silty sands which The construction of a ditch through this area will speed the flow of water through this area. I have noted this on the site plan. The drainage easement is not a flowing stream. It drains the lot to the north and some of the lot to the east. The lots to the east and south are on the Rabbit Creek Valley drainage. Even after the heavy rain this past weekend, by Tuesday morning the water was absent in the lower area by the '..V89+ 88R t�'06.4� 6 0 REIRE_, 279-5553 culvert. I prefer to expose the septic tank to see if it is still operational. If it is in good condition it should remain. If not, it should be removed. I had noted that contingency in my drawing and in my design calculations. The old system is in a different soils regime from the proposed system. It is a silty sand laying on a harder silt. Before either abandoning the system or allowing it to remain, the soils to 4 feet below the system will be verified. The system, if more than 4 feet above the water table, should remain in place for future use. Sincerely yours, LCR/sr CLe or y C. Reid, Jr, PhD, PE, DEE LCR/sr A fC 5 ALASKA RUIROWWAL COnTROL SCnUICCS, InC. a Enqineerinq 6 Enuironmental Studies SPECIFICATIONS FOR BED WASTEWATER TREATMENT SYSTEM LEGAL DESCRIPTION: LOT 6, SPANISH HILLS SUBDIVISION 1.0 GENERAL 1.1 The Drawings, sheets 1 through 5, shall be part of this specification. 1.2 All materials and workmanship shall meet the requirements of the Municipality of Anchorage, Department of Health & Human Services (DHHS), the conditions of the permit, and all applicable rules and regulations currently in effect. 1.3 All excavations and depths are advisory, and are to be verified or modified in the field by the Engineer or inspecting agency. 1.4 It is the responsibility of the property owner or installer to adhere to approved design for the installation, to maintain the specified separation distances and to have the appropriate inspections. 1.5 It is the responsibility of the property owner or installer to report to the engineer any observed conditions which would put the system in violation of state or Municipal regulations. 1.6 If the installation is not inspected by an AECS engineer, AECS will not be responsible for the installed system. An engineer at AECS should be consulted prior to construction, to determine the number of inspections that will be required and to explain what these inspections will involve. 2.0 SEPTIC TANK 2.1 If there is an existing septic tank it may be used if it meets the capacity requirement for the residence. The structural integrity of the tank must be verified. 2.2 The septic tank shall be a UPC -approved two-compartment tank, constructed of 12 gauge steel with bitumastic coating and set level on undisturbed soil. If the tank is buried at a depth of 4 feet or less, it must be insulated with an overlying layer of 2 inch burial type Polystyrene rigid board insulation. 1412 West 33Rb Avenue • AnchoQgje, Ataskd 99503 0 (907) 279.5553 2.3 The septic tank shall be a minimum of 5 feet from the house foundation, and a minimum of 5 feet from the absorption area. 2.4 The septic tank and bed shall be a minimum of 100 feet from any private well or body of water, 150 feet from Class "C" wells, and 200 feet from Class "A" or "B" wells, unless otherwise specified. Less than the required separation distance must have prior approval or waiver by DHHS or Alaska Department of Environmental Conservation (ADEC). 2.5 Piping shall be fitted with a mechanical watertight calder coupling on the outlet and inlet of the septic tank. Piping shall be 4 inch solid PVC ASTM D-3034 or cast iron, sloped a minimum of 1/4 inch per lineal foot on the inlet side and 1/8 inch per foot on the outlet side. If the piping is buried at a depth of 4 feet or less, it must be insulated with an overlying layer of 2 inch burial type polystyrene rigid board insulation. 2.6 Cleanouts shall be installed as designated and capped with air -tight rain caps (Jim Caps or equivalent), and extend a minimum of 1 foot above ground level. 2.7 If a lift station is required it shall be a combination lift station septic tank per Anchorage Tank and Welding, Inc. using an ORENCO lift station design. Specifications and design drawings are on file at the Municipality and with the engineer. 3.0 SEEPAGE BED 3.1 The gravel for the bed shall be 0.5 to 2.5 inch, screened rock with less than 3 percent passing the No. 200 sieve. All substitutes must have prior DHHS approval. 3.2 The bottom of the excavation shall be level and raked with the backhoe blade to ensure that the bottom has not been compacted during excavation. 3.3 Sand, for leveling, shall have a size distribution which meets the requirements of MOA code 15.65.077. 3.4 The distribution pipe shall be perforated 4 inch rigid PVC with a minimum crush strength of 1500 Pounds and shall meet the approval of DHHS for use as drainfield pipe. If the system is a pressure distribution system, see Section B.O. All pipes shall be laid level, and spaced according to the drawings. 3.5 Monitor standpipes shall be placed as shown in the drawings. They shall be 4 inch rigid PVC ASTM D-3034, or cast iron. The section shown with holes may be either drilled 0.5 inch holes on 6 inch centers on opposing sides of the pipe, or a section of regular perforated sewer pipe may be clamped to the solid section with a no -hub coupling or solvent joint. The perforated section of the monitor tube shall be located in gravel only. The portion of pipe above the sewer rock shall be solid. A rubber raincap (Jim Cap or equivalent) shall be placed over the top of the pipe. 3.6 The gravel shall be covered with a layer of nonwoven engineering fabric. 3.7 The side slope of the mound shall be slope 1 foot vertical to 3 feet horizontal. 3,8 The bed shall be planted with a white clover and red fescue mix, or with Kentucky bluegrass. 4.0 INSPECTIONS 4.1 This bed will require a minimum of three inspections. The first inspection will be of the open excavation, to assure that the system is installed in the proper soil strata, correct depth and meet minimum specified design parameters. 4.2 The second inspection will be after placement of gravel, monitor standpipes, and distribution pipe, to verify proper installation and position of pipes prior to backfill. 4.3 The third inspection will be after final backfill grading and seeding to ensure that adequate soil cover has been provided over the bed. 4.4 The inspection of the septic tank or lift station installation can be incorporated with any one of the above listed inspections. 4.5 The lift station will require either an MOA electrical inspection or certification by a licensed electrician depending on whether the building code applies to this part of the city. 5.0 PRESSURE DISTRIBUTION SYSTEMS 5.1 The lateral and header pipes are to be Schedule 40 PVC or ABS in the sizes indicated on the drawings. 5.2 The laterals are to be level within plus or minus one inch. 5.3 All joints are to be solvent welded. 5.4 There shall be 2.5 inches of rock over the top of the headers and laterals. 5.5 The holes in the pipe are to be properly sized and spaced. 5.6 The holes shall be clean with no cuttings still attached to the pipe or left free inside the pipe. 5.7 Holes may be reverse beveled if it does not increase the outside hole size. n ALASKA ENVIRONMENTAL CONTROL SERVICES, INC. 1200 West 33rd Avenue, Suite B ANCHORAGE, ALASKA 99503 (907) 561.5040 COs SHEET NO. / OF S CALCULATED BY 4 ' 1�'O • W CHECKED BY _ i� ' DATE L./7'J DATE Pro /"roL,�./y i'Gf,r'� ^'.ti• a5 Mot�O� ��ele %an�f dre /n Sorf%r �7}-'--�� 6_F rte, � .:P/�✓, o �i�'�N/� �/ ��/ �.�n � Q�-Is,r/� /oa'r�l,�s L'C 0/d fzA!G- /s S Il yaori`_T'.S?H it t_e. oCrv-efs�o,-,.._ tra /✓r� �p a/%rhz �ee... �'e��2�� S�s7�e�•... s.• �: � ✓vw-�/fog, -b ..�-`: /..�� � 7,s-' �lvr,.+� ral �j �/p!`/oc/ ___ _ Seg'_ b��/� �' ,���. _Soy/s rz�� � •z.;_ �`,g.� .-..__... ........ ... _. . ... __......_ ._.... • J _ r E/80260 �__5� sP>�oa Ors a ce_�n He.�q�a�G_ o✓J 3J' _ S% 0 77 e S % '2�op = ��''r�. _ �.ler D•F v7Za 7z.� ovi/r� / _ ��� _= %O.� QrvfO ;ycrrrg {o�cr:=''f`�'a_= o.-�.�i - 19,E •-' r r/e..n-rSf[r vor� 9z-a.et _Tn red; f/�w /N, tr✓ /r J�on y, 4Jreler, /7Dwt f_Y)e�� Serol l�fa t(:� 1/Qy0 � /00� ZL7- rkq,/d / (I -et c+ .'/�!. /r�n't...j7. e.nC i �'//^ d_( ✓G+lt/o..� �%2-%✓e A _ F'tobetWgP,, syr�e�s. i-11 V o f a° p oeof,o b o ov C. aEio, JR. ® rr J� CE -2251 1 _.. Q to 0•.°0 PROOM 2011e9s Inc., Ow. -Mau 01111 h O O w 4 4 H ❑ s�ee� zofs 7li ❑ H F- w a 2: Ir o Ir LL W a 4 Q..tDN OZ } W � Ay h' J U Y - m ° ev OU Q H `9 .f o 0 o L '^ VI W e �wr- ®m W Q Ir H In L'W m N o J O .. 7li ❑ H F- w a 2: Ir o Ir LL W a 4 Q..tDN OZ } W � U1 h' J U Y - m < JZ OU Q H `9 QL)cnUo� 0 • ,Q/¢erp2� �T'�r�� /n�eyre�j lS V20tr/e�J SedVP Tte�� ID Sn'VeyIV G�ecI;J Io" 1 I Fences Y VOOOOG 0 GOO OOOOOOJ .. It L- xr5¢,��n 5,11 ` B 9 r Easements � °o°° °° °" °°°°ta o 'ROY C. RFID, • R. Enc.Tonchments ° ,,, °° Date of Survey, �vJ°do° e S N 3c�.o5• — •I GD 38 rr'Jp�JQ`JQ f - I _ 6_ - T I De+I Drcc Ss,6iy A,� z�do� .. $ ° el�� >b . CCr Z7 f, o AS�f�Et��i Z65.G7 / 4Ar £: S" 50' a _ 09' Z4- !" yoo N0 /,"L)P-Vey G/ersC. &,-rClans fJv:3 6R/lr /rri N /D0 (a7" le.. fJropojv�eeZNPfFle-.�7ve// ! hrcLy cwtify that a survey of the following described property s��✓//SfI . Nlt LS ca. (� , Lc?- % was mads on :z G f 2 fir`-�9 7� and that the Improvements situated thereon are ett.�`a ttxi pre,=crtr thma and da not overlap or encroach on fhs property odjac*nt t?Getost4ct no jrrorrern=ti oR property lying adjacont thereto sn=och on IM 'ica enlen Ilnos or other Enaa, e ala DC. -36Rte Cil sell trF�c:ty tRpt as liccteC hereon. DZ7� M Ct F..�arM , AIrr's , tis 7— lf— dcy of Dpi ^-[. zci;tr,Of klrp:rt iica� TH f a P• .. .e.�../. as ..... 00 •......4..•.• To �...•S � 9 5; Ralph 8. Jakela ��� s> g.• NO. 3081.5 F6 5VGo s `t0 p�OFESSIONA��;�'�'� SEAL Stiec?t !3'S�Veeeeeeeprpbp�� Municipality of Anchorage a *�?0°49yy ; It DEPARTMENT OF HEALTH & HUMAN SERVICES 6 ll��������1111 ° 1 `� a tooetoo 66666 6 600°0,6' 825 "L" Street, Anchorage, Alaska 99502-0650 SOILS LOG — PERCOLATION TEST " . 660 e lERO EID, JR. � b E - 2251 is PERFORMED FOR: U/h Gr P� vP� DATE PERFORME,. // // / LEGAL DESCRIPTION:_ h b S�%2,11 r Township Range Section: j iaN iz.3la $d,� P€P`TT SLOPE SITE PLAN 1 T t t i 2 � 3 4 0 J _e- a 6 ° Js 7 I 8 10 WAS GROUND WATER ENCOUNTERED? et 11 s IF YES, AT WHAT / L 12 DEPTH? P E 13 Depth to Water Aller -71— nae: 90 14 15 16 17- 18 19 20 COMMENTS '/z PERCOLATION RATE S (minutes/inch) PERC HOLE DIAMETER TEST RUN BETWEEN FT AND / FT PERFORMED BY: hI Ell -ri I CERTIFY THAT THIS TEST WAS PERFORMED IN ACCORDANCE WITH ALLSTATE AND MUNICIPAL GUIDELINES IN EFFECT ON THIS DATE. DATE:��'� 72-008 (Rev. 4/85) ALASKA ENVIRONMENTAL CONTROL SERVICES, INC. 1200 WEST 83RD AVENUE, SUITE B SL1emt 3ofs� A'NCHORAOE, ALASKA 99608 (907)661-6040 SUPPLEMENTAL SOILS INFORMATION SUBDIVISION SLOT bL0CK 1 2 DEPTH (FEET) 0 � 1 h 2 «j 2 DEPTH (FEET) 1 2 DEPTH (FEET) 1 2- DEPTH (FEET) S, 3- 3 3 3 CM!-) 4 4 4 4 5 5 5 5 6 S 6 ja•. 7 6 6 ' GfL✓� 7 N. 7 7 7 8 8 8 c 8 �ffZ 9 9 9 9 10 10 10 10- 11 11 11 11 12 12 12 12 13 13 13 13 14 14 14 14 15 15 15 15- 16 16 16 16 17 17 17 17 18 18 18 18 19 19 19 19 20 20 20 20 ALASKA ENVIRONMENTAL CONTROL SERVICES, INC. 1200 West 33rd Avenue, Suite B ANCHORAGE, ALASKA 99503 (907)561.5040 Joe i ot1 ;T/'2 • IS ;1 ///-, /�` S -U � SHEET NO. / OF CALCULATED BY ' // Z_17 DATE CHECKED BY DATE I i eVI 1 Lar Dll-/5/�DC GRE, ER ANCHORAGE AREA BOK,.,dGH Department of Environmental Quality 3330 C Street Anchorage, Alaska 99503 INSPECTION REPORT ON-SITE SEWAGE DISPOSAL SYSTEM `a / PHONE' NAME7��%��--}MAILINGADDRESS�!S LOCATION LEGAL DESCRIP ON __7 r -c✓ SP6LDtsit 4ZA SEPTIC TANK: DISTANCE }/5/ / _ NUMBER OF FROM WELL (v MANUFACTURER �LIb5L� MATERIALCOMPARTMENTS INSIDE LENGTH INSIDE WIDTH LIQUID DEPTH _ LIQUID CAPACITY/D GALLONS. f TOTAL LENGTH U / DISTANCE FROM WELL FOUNDATION_ _NEAREST LOT LINE!4 -OF LINES - NUMBER OF LINES DISTANCE BETWEEN LINES AJYAI TRENCH WIDTH3G IN. TOTAL EFFECTIVE �/c r ABSORPTION AREA X5 SQ. FT. LENGTH OF EACH LINE DEPTH OF FILTER DEPTH: TOP OF TILE TO FINISH GRADE -- / MATERIAL BENEATH TILE_�d IN. ABOVE TILE IN. WELL: TYPE`phi e-4 -- CONSTRUCTION -X-� DEPTH _ BUILDING NEAREST NEAREST SEPTIC SEEPAGE FOUNDATION_ LOT LINE SEWER LINE TANK , SYSTEM- CESSPOOL YSTEM_ CESSPOOL OTHER SOURCES _ oPPRnVFD -_ DISAPPROVED- L� REMAR DISTANCES4415- 6 as -'i- INSTALLED BY: ' SEWER LINE DEPTH: PIPE MATERIAL: - 17!t ex LOT SLOPE: REMARKS: Form EQ -032 DIAGRAM OF SYSTEM U rr=Ai DATE O�� APPROVEDI �/�/ G.A.A.B. -DISTANCE FROM OO � /0/ - GRE . R ANCHORAGE AREA BO UGH �xorur 4 DEPARTMENT OF ENVIRONMENTAL QUALITY 3330 "C" STREET ANCHORAGE, ALASKA 99503 ,,,y TELEPHONE 274-4561 / N y+�Orr,e,r ,rY 'AJ�EII L'"rj/ � SEWAGE DISPOSAL SYSTEM - APPLICATION AND PERMIT NAME OF APPLICANT "'Z" " INSTALLATION LOCATION LEGAL DESCRIPTION Ak G� INSTALLATION OF: SEPTIC TANK C/,-) c A ,v`% 1 PERMIT NO. MAILING ADDRESS 44J&V74GJ,C'/ ,y'pHONE S v SEEPAGE PIT i OKrr) 51, f 1- (> K 3'eev i f DRAIN FIELD OTHER TYPE AND SIZE OF FACILITY TO BE SERVED FINANCED THROUGH TO BE INSTALLED BY'�/ � SOIL TEST RESULTS 1' `0 Cf r `^� T NOTE: THIS PERMIT IS NOT VALID WITHOUT SOIL TEST -•y y& yo COMPLETION DATE ANTICIPATED FINAL INSPECTION: 24 HOUR NOTICE REQUIRED. BACKFILLING OF ANY SYSTEM WITHOUT FINAL INSPECTION BY THE DEPARTMENT OF ENVIRONMENTAL QUALITY AUTHORITY WILL BE SUBJECT TO P{�ROSECUTION. ir�0 r TYPE�36 U ��� !i•P. SEEPAGE AREA SIZE /,% TYPE SEPTIC TANK SIZE MINIMUM DISTANCES, REQUIREMENTS I r OUNUAIJvin 1v — — -- ' FOUNDATION TO SEEPAGE PIT 4�V .,DRAIN FIELD /fL SEPTIC TANK TO SEEPAGE PIT WALL In i SEPTIC TANK Is . SEEPAGE PIT 110 DRAIN FIELD TO NEAREST LOT LINE. WELL TO SEPTIC TANK / �I SEEPAGE PIT le9"' DRAIN FIELD--.f��),�-J-- / ALSO CONSIDER AREA WELLS. WATER MAIN TO SEPTIC TANK ` Q' SEEPAGE PIT DRAIN FIELD )''L� /0 10&4 //'' q �}/% IV� {TL' DRAIN FIELD V"' SEPTIC TANK, SEEPAGE PIT TO RIVER, LAKE, STREAM. CAST IRON INTO AND OUT OF SEPTIC TANK AND INTO CRIB CROSSING GAP OF EXCAVATION 5 FEET INTO UNDISTURBED SOIL. 4 INCH DIAMETER CAST IRON SIPHON PIPES ON SEPTIC TANK AND SEEPAGE PIT FITTED WITH AIRTIGHT REMOVABLE CAPS. j GRAVEL BACKFILL CONFORM TO BOROUGH REGULATIONS REGARDING INSTALLATION, V G.A.A.B. G OR LICENSED DESIGN 'R DIAGRAM OF SYSTEM I CERTIFY THAT I AM FAMILIAR WITH THE REQUIREMENTS OF GREATER ANCHORAGE AREA BOROUGH ORDINANCE NO. 28.66 AND THAT THE ABOVE DESCRIBED SYSTEM IS IN ACCORDANCE WITH SAID CODE. DATE — ) I APPLICANT'S SIGNATURE FORM NO. EQ -01 6 j �`d ai ' _ ,•w.i vi -yeas.! A A `✓i \gid :9 i P 1 eni ca w► w .rr .rA �� �+FSA f4o UQDx :`a[ vu, 1EZ(iDu3Pr]l: A L \IM4.11lll`1111O�V_T+U+ao II�l�a�I[\!� `tet)"� �!t)G SIX INCH WATER WELL DRILLED AND CASED OUT TO THE DEPTH OF -------35/- feet DRILLED AT THE RATE OF_47-IM ____ PER FOOT. PROPERTY OWNER 14r. Sixl,o Harrera Aztec d1drs. LyOU Wentworth 9)504 LOCATION OF WELL SITE.__ i panieih Hills, :+atxlivision Lt. b DRILLER ___5°rni.o Claus of aampart Drilling Works WELL LOG: U-•- -- Gt ' Sandy i,ravel with j0,o c.l.a.y b i.n<ler. Gb- y5' Clay wiLli a slria1L amount of gavel. 3evera-L small noulder,. 95•-__-1661 Gravel 168-._2201 Sandy gravel and cobbles. 220...-2651 Sandy clay with some traces of gravel and water at 265'. 2b5-.-270' Water bearing sand producing 2GPM maximum. 270-.-3501 Blue clay with 20'% gravel. 356_..3581 Water bearing; gravel producing 10 GPM with a 100 foot head. Pump should be installed 10 feet off the bottom. Well should be pumped for a day over the top of casing. before pitless adapter is installed.. Cost of drillings ;b4760.00 Well Seal: $22.50 COST INCLUDUS ALL LABOR AND MATERIAL FOR COMPLETION OF SAID DRILLING. WRITE CHECK PAYABLE TO RAMPART DRILLING WORKS FOR THE SUM OF $4782.50 THANK YOU VERY MUCH. BERNIE CLAUS OF RAMPART DRILLING WORKS DATE._._ May_,.LStti1'J6_ _. SERVICE CHARGE OF 1!/2% PER MONTH WILL BE ASSESSED ON PAST DUE ACCOUNTS. MUNICIPALITY OF ANCHORAGE • '� DEPARTMENT OF HEALTH & HUMAN SERVICES Division of Environmental Services On -Site Services Section P.O. Box 196650 Anchorage, Alaska 99519-6650 343-4744 CERTIFICATE OF HEALTH AUTHORITY APPROVAL FOR A SINGLE FAMILY DWELLING` �7�- Parcel I.D. # I / O 6 i-�' HAA # Q9 1. GENERAL INFORMATION Complete legal description L (oN` 5 µ'ms S �D -r-/Z N, 9, 3 LO I S 2, G Location (site address or directions) /Z3 yyf C-Ararr✓a L r� A IV cR I= °d 9 L_1,(- Property _i6Property owner MT2. MELvw Day phone 3k5' lSB�f Mailing address sA.v"5 Lending agency Mailing add Agent Address Unless otherwise requested, HAA will be held for pickup. 2. NUMBER OF BEDROOMS: 3. TYPE OF WATER SUPPLY: Individual well Community well Public water 3 Y_ Day phone Day phone 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 Holding tank Community onsite 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 i 2# VON HDBQ 46A 'eayl 5LRiL 'Wm sy99ul6u9 leuolssa;ad ayl ul suoissiwo ao sjoiaa aol elglsuodsai IOU sl a6eJoyouy ;o /3lledlolunW ayl panssl sl eleollllieo a aao;eq elep azAleue jo suoiloedsui ;onpuoo 1 lou op SHHQ }o saaAoldw3 •sluawaalnbei elels pue leaapal ule}iao Ajslles oliep,io ul suol;n}llsul bulpuel alayl pue sewoy;o sjaseyoind of Asa:�inoo a se slyl saop SHHQ ayl'e�selV to alelS ayl ul paaalsl69iaaaul6ua lsuolssalad luepuedepul ue Aq anoge g ydea6eaed ui u9nl6 suolleluesaidaa eqj uodn Aluo paseq saleoijlljeo lenojddV /l!aoylnb' 411e9H sonssl (SHHa) saolrueS uewnH pue ylleaH to luawljedap abejoyouV;o lllledlolunyq ayl ale° :AS y sluawwo0 leuolllppv :suollelndlls 6uimollol ayl gjIm 'swooapaq aol lenoidde leuolllpuo0 •panoiddesla -swooapaq aol panoiddy rcae��3 3tinIVN`JIS SHHQ '9 67 18 3D •. v� 0 auouued •a uana;g '� C Ii— yab#a' .. �-nf-z l alfa a.inleu6ls s�eeul6u3 hi G6 10Nb nozr,i >co�p o.CL ssaaPPV 0 Zo-T��7,E-7 auoyd �ossy� �Nx+.N� tv� n�an�1� wall to aweN •uolloodsul slyl;o alep eqj uo loage ul suollelnbej pue 'seoueulplo 'sapoo ales pug ledlolunW lie t4pm eouelldwoo ui sl welsAs lesodslp .ia;ennalsem ao/pue Alddns Jalenn alls-uo egVuolloedsul pue uolle61ls9nul Aw woe; pue selll 96eaogouy to AllledlolunW eqj woal paulelgo uollewio;ul ayl uo paseq lBgIA;!aanaaglan; l •uiejeq paleolpul aanlona;slo ads(; pue swooapaq to aagwnu ayl aol alenbepe pue leuollounl 'a;es sl welsAs lesodslp as;emelsBm io/pue Alddns jelem ells-uo ayl;eyl sMoys uolleolldde lenoaddy A;laoylnH ylleaH slgl;o u011e511sanuI Aw;eyl i4lJan i 'nnoleq umoys a;ep uollepllen ay; ;o se pue o;aaaq paxllle leas Aw !q peigliao sy H33NION3 AS N01.103dSNl d0 LN3W31V.LS •S Municipality of Anchorage Department of Health & Human Services HEALTH AUTHORITY APPROVAL CHECKLIST Legal Description: 1,(e Sv'k3D. Parcel I.D. b f /S(' T(2Nt 423w�) Szd F 1M59 4144 071% 1U1 Well typed\)ATe_ If A, B, or C, attach ADEC letter. ADEC water system number Log present (Y/N) YFs Date completed MAY 1-5--1 12 ? --?L- Driller R�M�� 2 �2tu),✓4, rr Total depth 3 S8 r Cased to So -1�7 -I- Casing height 2 Sanitary seal (Y/N) Wires properly protected (Y/N) `t' �S Date of test Static water level Well flow Pump level FROM WELL LOG NI(JY IS-, /� :�P ZGS -Ar !b G,'PAI\ g.p.m. 3 ti 8 -Rr SEPARATION DISTANCES FROM WELL TO: Septic/holding tank on lot /c)/ _{r AT INSPECTION UriCIDo rct �..� n 8 •S g.p.m.f I a D �> o < v� z rC s On adjacent lots Absorption field on lot — ; On adjacent lots O vo Public sewer main A11A Public sewer manhole/cleanout N`0� Sewer service line Petroleum tank WATER SAMPLE RESULTS: Coliform " V " Nitrate M� �— Other bacteria Date of sample: L(� �'_c)2 Collected by: " s - 2• I�a,�a©.vim B. SEPTIC/HOLDING TANK DATA Date installed !o ` 0) ` CD Z- Tank size /00c' GA r- Compartments z Cleanouts (Y/N) Y, Foundation cleanout (Y/N) `i Depression (Y/N) /L,�C) High water alarm (Y/N) ✓yb Alarm tested (Y/N) IJ A Date of pumping nJ 6w `"T" k. Pumper SEPARATION DISTANCES FROM SEPTIC/HOLDING TANK TO: Wells) on lot / / 4r On adjacent lots S00 -�-T Foundation To property line ,- D 4r Absorption field 6 64r Water main/service line Surface water/drainage N /A 72-026 (Rev. 7/91) Front CONTINUED ON BACK PAGE C. LIFT STATION / Date installed c A Size in gallons Vent(Y/N) High water alarm level - "Pump on" level at Meets MOA electrical codes (Y/N) Manufacturer Manhole/Access (Y/N) SEPARATION DISTANCE FROM LIFT STATION TO: Well on lot D. ABSORPTION FIELD DATA On adjacent lots "Pump off' level at Cycles tested Surface water _ Date installed /b- /2-0) Soil rating 1,3 (5�m /.;T System type t �D Length "z g 4 r Width 6 Ar- Gravel thickness i z" Total depth Total absorption area 6zq SF Cleanouts present (Y/N) `� &_S Depression over field (Y/N) O Date of adequacy test N 6P -w -S Results (pass/fail) l-1 6�- w :, for bedrooms Peroxide treatment (past 12 months) (Y/N) - U% If yes, give date SEPARATION DISTANCE FROM ABSORPTION FIELD TO: Well on lot G n7 4r Onadjacentlots .Z©o-Qr Propertyline &C To building foundation _� To existing or abandoned system on lot '6'r On adjacent lots P-06 -D-C Cutbank 'y JA Water main/service line .ti 1A Surface water N [.A Driveway, parking/vehicle storage area 30 -DT Curtain drain NIA E. ENGINEER'S CERTIFICATION I certify that I have checked, verified, or conformed to all MOA and HAA guidelines in effect on the date of this inspection. IYy yp1°p°aq Signature----- Engineer's Name -c.o�nJ2�% r.; �,M1--�.,..._-....•.-:-.°rsee eenecnen°°ePeeegJ Date /2'Z �OJZ— ("I : Steven P. Pannone S ,. igr k. 8149 zoo may' .r HAA Fee $ l %d U? Waiver Fee: $ Date of Payment Z 2- �� _ Date of Payment Receipt Number �D 3 J` 6/7_' Receipt Number 72-026 (Rev. 3/91) Back MOA 21 Project Title Architecture • Engineering a Land Surveying s Planning Anchorage —T1M G rsiA L oW rc /c;>--,G-C> ,A — -7. a 4.D `1•e.� I1 .4th 4130 0.0 1 I.- So Sro . D lJu E F[ 43 6; r?' M 4 -'01 Steven R. Pannone a �0, Gift CE -8149 s, Page Title W F --GL TLOLJ �T Fairbanks W.O. # Date ! (- Z- By Page of 4 v MUNICIPALITY OF ANCHORAGE' DEPARTMENT -F HEALTH AND ENVIRONMENTAL .'ROTECTION �r 825 L Street, Anchorage, Alaska 99501 e } 279-2511, ext. 224, 225 1 1st Inspection: Time :00 P.M. Date 4-7-77 Thursday Inspector Kennedy Date Received: -April 6, 1977 2nd Inspection: Time Date Inspector REQUEST FOR APPROVAL OF INDIVIDUAL SEWER AND WATER FACILITIES 1. Lending Institution Request: National Bank of Alaska % Ruth Mailing Address: Post Office Box 3-3859 __ Phone: 279-2506 2. Property Owner: Mailing Address; Sixto A. Barrere Phone: 349-3941(h) 349-3231(w) 3. Legal Description: Lot 6 Spanish Hills Subdivision 4. Single Family Residence: ) Number of Bedrooms: Multiple Family Residence: ( } Number of Bedrooms: I 5. Well Data: Type Individual Depth _ Well Log Filed ( ) Construction ��� Bacterial Analysis 6 Sewage Disposal System: On-site system (.x) Public Utility ( } Permit # Installed Installer Septic Tank Size Absorption Area Manufacturer. Soils Rate 7. Distances: Well to Septic Tank to Sewer Lines Nearest Lot Line Absorption Area to Nearest Lot Line Material to Absorption Area Page ,Two Department of Health and Environmental Protection Request for Approval of Individual Sewer and Water Facilities Legal Description: Lot 6 Spanish Hills Subdivision Comments: Affadavit Attac Approved Di Department Worksheet: Letter Attached: ( ) to :c-7-� to . L�.— .7C �r �/ •/ MUNICIPALITY OF ANCHORAGE / ®\`•` DEPARTMEN'r OF HEAL'i"H AND CNVIftONMENTAI_ PROTECTION 1325 L, Street, Anchorage, Alaska 99501 279--2.511, ext. 224, 225 REQUEST FOR APPROVAL OF INDIVIDUAL_ SEWER and WATER FACILITIES 1. Type of Inspection: 2. Property Owner: Mailing 3. Name of Buyer: Mailing Address: FHA MUNICIPALITY OF ANCHOP.AGL DEPT. OF HEALTH & EN4IRONMENfAL PROTECTION APR a 197/ RECEIVED Day Phone: Day Phone: 4. Name of Lending Institution: _____/%_ Mailing Address:—LU"---_���----------.PhoP y---a� �..---- 5. Name of Realtor or Agent: 6. Mailing Address:___.-____ Phone: - Legal Description: Location:.-------- ----- - ------ -- -- 7. Type of Facility to be _.____No. Bdrms.____.— B. Water Supply Type of Supply: Public Utility_______.__Individual__.__ If Individual, number of dwellings presently served If Individual, depth of well 9. Sewage Disposal System Type of System: Public Utility If Individual, date of installation._._____"_ 72-003(3/76) Individual (on-site)__`s OL)