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VALLI VUE ESTATES #2 BLK 4 LT 26
Val 11" Vue Estates #2 Block 4 Lot 26 #015-322-29 Municipality of Anchorage Development Services Department Building Safety Division _ On-Site Water &Wastewater Program, 4700 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. SW0SO090 PID Number: 015-322-29 Name: JOEL BOBO Wastewater System: ❑ New ■ Upgrade Address: OeBOX 220694 ABSORPTION FIELD Phone: No. of Bedrooms: (907) 206-499-50055 4 ■ Deep Trench 0 Shallow Trench ❑ Bed 0Mound 13Other LEGAL DESCRIPTION Sag Ra": 2 Told Depth from wlglnd poor. 10 cn/so- n. FL Block: Lot: Subdivision: Depth to PV• bottom fpm odgm qno : Gravel depth ben nth plp.: 4 26 VALLI VUE #2 3.98 ti 6.02 n Township: Range: Section: ro added alovo w4mel qn• : Grovel M^gth: — — — SEE DWG. In. 26 n. WELL: ❑ New ❑ Upgrade r w . .a h: 2.5 Numbs d Yee 1 Getana. _v~ Siwe: — n. n Clo.fkolion Privat.. Ae.0 : Told D" ae.d CTo:(gmRocso Total ob. tlon ereo: I'll. mot.": R n. 313 SD. n D 3034/ F-810 Ddp.d: stalk wotw Lewl: metdlw: GEG We Ineto4d: 6/27-30/08 Yoa: Pomp Sot AI: C" 110101 Above GreurIn TANK V.R n. SEPARATION DISTANCES aseptic 0Holding ■S.T.E.P. ■Other To Septic Absorption Lift Holding ubnc/prhvte YvrNi1pd"`�' GREER Cavacky ti 1 500 rrom Tank Field Station Tank Seer Line. Well 200'+ 200'+ 200'+ — 25'+ STEED of pampadm« t. 2 Surface Water 0•60'+ 0.60'+ 0060'+ - - LIFT STATION Lot Line 5'+ 10'+ 10'+ — — x.. m ga wmw 1500 NwMaa/aro GREER QUANICS Foundation 5'+ to'+ 5'+ — — on, M,d d: Limp at I.v.l ac "h .otw alarm aL TIMER TIMER 44m Pump Mow. s Nadel: JE4ctrkol lmpectkne p.A.mmed by: Curtain Drain NO KNOWN P—TE-30—PLUS I M.O.A. Remarks: BENCH MARK L000tion ora a..arlptwn: OLD SEPTIC TANK WAS ABANDONED BY UPC. BOTTOM OF SIDING ® EAST CORNER *THIS IS A QUANICS 650 AEROCELL UNIT. **WR # 080031 ~ Erdan. 100.00 n. Inspections performed by: GEG, Ltd. Dates: 1st 6/27/08 ENGINEER'S SEA 6/28/08 aoo�oo o OF �4 2nd F...... •...s��o� 3rd 6/28/08 Development Services Department Approval'?: Conditional approval: Date: ' •• •••• ••••••... DO '•.J f y Ga less.-* CE-7 53 ep o04'e •'•.7 1. 0`�''• cgo4 Reviewed and approved by: J Date: " �� 040°ProresstonO��� 04000�0��0 (Rev. 4/0e) PERMIT NUMBER: AS -BUILT DRAWING PARCEL ID NUMBER: I SW080090 015-322-29 APPROXIMATE LOCATION OF WATER LINE A / 650 yERO ELL UNIT / x NEW1500GALLON S.T.E.P. TANK \ I � n VALLI VUE #2: BLOCK 4, LOT 25 GARNLSS ENGINEERING GROUP, Ltd. 9 • - CONSULTANTS S GENERAL CON TRACTOR$ —.tea—•—- -•ti• -m 0"""" """ """""' 3N1 C TAOM IYD. 11ME 101 • MiOdl•G[. Mf M 7 • N (90?) 1 '" • IMI ibli>•U O • • ' w 4wmwff%W Y* rn O PREPARED FOR: PHONE NUMBER: PACE NUMBER: •• ....... ......•••• JOEL BOBO 206-499-5005 2 OF 3 Q f A. G rness! LEGAL DESCRIPTION: DRAWN BY: VALLI VUE #2: BLOCK 4, LOT 26 P.N.B TYPE OF WORK: DATE: �OQOOO�QQODo'� ASBUILT DRAWING 6/30/08 (Rev. 01105) A B ST1 26.77 40.62 MH 33.73 46.96 SCAT 29.12 43.28 JV 33.70 38.19 APPROXIMATE LOCATION OF CO2 47.83 52.70 EXISTING DRAINFIELDS. TO BE AS RESERVE SYSTEM. MTI 148.10 53.7011)USED CO3 43.70 72.27 MT2 44.41 69.82 \ \ \ FLOW / DIVERTER / `60 FOOT SET BACK FROM THE CREEK .. •: s:,:. �� JANDY VALVE \ \ \ co) MTI o EXISTING MT2AONED / 975 4 BEDROOM coat DRAINFIELD WAS NOT s HOUSE TH#1 I ENCOUNTERED DURING CONSTRUCTION. EXACT RIS LOCATION IS UNKNOWN. APPROXIMATE LOCATION OF WATER LINE A / 650 yERO ELL UNIT / x NEW1500GALLON S.T.E.P. TANK \ I � n VALLI VUE #2: BLOCK 4, LOT 25 GARNLSS ENGINEERING GROUP, Ltd. 9 • - CONSULTANTS S GENERAL CON TRACTOR$ —.tea—•—- -•ti• -m 0"""" """ """""' 3N1 C TAOM IYD. 11ME 101 • MiOdl•G[. Mf M 7 • N (90?) 1 '" • IMI ibli>•U O • • ' w 4wmwff%W Y* rn O PREPARED FOR: PHONE NUMBER: PACE NUMBER: •• ....... ......•••• JOEL BOBO 206-499-5005 2 OF 3 Q f A. G rness! LEGAL DESCRIPTION: DRAWN BY: VALLI VUE #2: BLOCK 4, LOT 26 P.N.B TYPE OF WORK: DATE: �OQOOO�QQODo'� ASBUILT DRAWING 6/30/08 (Rev. 01105) PESWOB0090 ER' AS -BUILT DRAWING PARCELOID 322 NUMBER: NAL GRADE TOP OF MAN -\ VALVE 630 DUANICS 98.31 HOLE -98.69 UNIT LL Ili n UNIT TOP OF TANK INLET - 93.91 0v/ QV-/ RA/AR TOP OF BUNG 93.29 TINLET J I 1500 GALLON S.T.E.P TANK�9387� TANK ��1177 FINAL GRADE 97.90+ ORIGINAL GRADE 97.72 FILTER FABRIC INVERT OF PIPE - 93.74 BOTTOM OF TRENCH - 87.72 RELATIVE ELEVATION OF BOTTOM OF TEST HOLE- 80.22 (NO H20) TO GARNLSS ENGINEERING GROUP, Ltd. • - CONSULTANTS B GENERAL CONTRACTORS. ' ......' '•••••• JMI L Ti0011 ft • Tllr lot . AMMp4C[. N PplO) . hoS (M1MJ)-SIM . rM CW7).Ua " ASIIC �.p. 4wII PREPARED FOR: PHONE NUMBER: PAGE NUMBER: •• ••• •••• ......• Gar ss: JOEL BOBO 206-499-5005 3 OF 3 O s .Jet LEGAL DESCRIPTION: DRAWN BY: P•N•B7J OO r '• 777 3 '• �Fo VALLI VUE #2; BLOCK 4. LOT 26 �� 1• O�Ep°o TYPE OF WORK: DATE: 7/1/08 P,eaaVonocc D�Ooo�o PROFILE DRAWING Inspection Report Municipality of Anchorage, Building Safety Division 4700 Elmore Road INFO & HELP (907) 343-8211 INSPECTION: VOICE (907) 343.8300 • FAX (907)249-7777 • www.muni.org Name Kevin Company Rising Son Electric Address 6261 WEST TREE DR Grid SW2538 Subdivision VALLI VUE ESTATES #2 Work Description lift station Permit Technician BARGANIER, TONY A. Comments or Directions Permit # 08-8427 Inspection Date 30 -Jun -2008 PM Phone 250-1100 907 6226777 LOT 26 BK4 TR n/a Inspection Type Electrical:Retro Electrical Comments (for Inspector use only) �LCa-L cJI.J7,; CVF �I�Tr✓ �7r— ' 1 c. earl 1 CZo L (-'k)L. iJrJC��27C Inspector .t,.AFL. �IEtirj Date (o — ."U — �g Inspection Report Municipality of Anchorage, Building Safety Division 4700 Elmore Road INFO & HELP (907) 343-8211 INSPECTION: VOICE (907) 343-8300 • FAX (907)249-7777 • www.muni.org Name Kevin Company Rising Son Electric Address 6261 WEST TREE DR Grid SW2538 Subdivision VALLI VUE ESTATES #2 Work Description lift station Permit Technician BARGANIER, TONY A. Comments or Directions Inspection Type Electrical:Retro Electrical Comments (for Inspector use only) 343 -', x-4 Permit # 08-8427 Inspection Date 01 -Jul -2008 PM Phone 250-1100 907 6226777 LOT 26 B K 4 TR n/a Inspector f=-1 AJA-L APPQa�_/FD. Date -7- - nq MUNICIPALITY OF ANCHORAGE Development Services Department On -Site Water 6 Wastewater Program 4700 South Bragaw Street P.O. Box 196650, Anchorage, AK 99519-6650 (907) 343-7904 ON-SITE WASTEWATER DISPOSAL SYSTEM PERMIT Upgrade G—2G—oli P. /1; 0() e: �.�SjOs I�eD 14CD &0/0g, Date Issued: Jun 20, 2008 Expiration Date: Jun 20, 2009 Permit Number: SWO80090 Parcel ID: 015-322-29 Legal Description: VALLI VUE ESTATES #2 BLK 4 LT 26 Design Engineer: 0855 GARNESS ENGINEERING GROW Site Address: 006261 WEST TREE DR Owner Name: JOEL BOBO Lot Size: 21050 SO. FT. Owner Address: PO BOX 220694 Total Bedrooms: 4 Permit Bedrooms: 4 ANCHORAGE. AK 99522 - This permit is for the construction of: ❑/ Disposal Field ❑✓ Septic Tank ❑ Holding Tank ❑ Privy ❑ Private Well ❑ Water Storage All construction must be In accordance with: 1. The attached approved design. 2. All requirements specified in Anchorage Municipal Code Chapters 15.55 and 15.65 and the State of Alaska Wastewater Disposal Regulations (18AAC72 ) and Drinking Water Regulations ( 18AAC80 ). 3, The engineer must notify DSD at least 2 hours prior to each inspection. Provide notification by calling (907) 343-7904 ( 24 hours ). ( Not required for a Water Supply Permit only). 4. From October 15 to April 15, a subsurface soil absorption system under construction during freezing weather must be either: A. Open and closed on the same day. B. Covered, sealed, and heated to prevent freezing. Received By: Issued By: CYPd•n E,���i / / r;J Ca 1 Sa C� Gw l5Or 51- c e 11M r Date: Date: ZO O o 8—�j Municipahty ofAnchorage CO. Ra IgXVA) • :lnchongc. Alnskn 47(M) rlmore R(utd OOiec:(!X)7)34:1.9301•rar: CM) .343-8LO)httir//eimmuntorg Mayor Mark I.c#ich Develop IL -11t SeniMS Department June 20, 2008 Jeffrey Garness, P.E. Garness Engineering Group 3701 E. Tudor Road, Suite 101 Anchorage, AIC 99507 Subject: Waiver Request for Valli Vue Estates #2, B4 L26 Waiver Request WR#: 080031 Parcel ID # 015-322-29 SW080090 Dear Jeffrey Garness, P.E.: M �NoQent , : L 9 i Q f Department Your request for a waiver of the required 100 feet horizontal separation from the septic tank to the private well has been approved. The approved separation distance is 60.0 feet. In addition, the 60' waiver from field to well is approved. This waiver approval applies to the existing septic tank to private well separation only. Any future upgrade to the on-site wastewater disposal system will require all separation distances be met or another approval from this department. This also applies to the septic field to well waiver. If there are any further concerns or questions regarding this waiver, please call our office at 343-7904. Sincerely, 41 w� Deb Wockenfuss Civil Engineer On -Site Water & Wastewater Program Comnlunity, Security, Prosperity Municipality of Anchorage Development Services Department • Building Safety Division On -Site WatLT and Wastewater Program 4700 Bragaw Street P.O. Box 196650 Anchorage. AK 99519-6650 www.ci.anchoragc.sk.us (907)343-7904 Waiver Review Worksheet WR#:080031 PID#:015-322-29 HA/Permit# SWO80090 Date Received: June 20, 2008 Legal Description: Valli Vue Estates #2, B4 L26 Engineer: Jeffrey Garness, P.E. Garness Engineering Group 3701 E. Tudor Road, Suite 101 Anchorage, AK 99507 Applicant: Joel Bobo Waiver Requested: 60' tank and field to surface water. Criteria: Geology A. Water Table B. Soil Sorption C. Permeability D. Water Table Gradient E. Horizontal Separation Total: Waiver Is Granted: X Waiver Is not Granted: Points: List Conditions or Reasons for above: The new system is a Cat oory III Nitrate Reducing system with remote telemetry. A berm is to be constructed also Date: 120/08 By: Deb Wockenfus Name of Reviewer Rec#: 08350 Amount: $1150 Date Paid: 6/20/2008 Municipality of Anchorage Development Services Department Building Safety Division On -Site Water & Wastewater Program 4700 Bragaw St. P.O. Box 196650 Anchorage, AK 99519-6650 fi l . Z1y www.ci.anchorage.ak.us ., g/ (907) 343-7904 �„( ►� ON-SITE SEWER/WELL PERMIT APPLICATION ' FOR A SINGLE FAMILY DWELLING . Parcel I.D. Property owner(s) JOEL BOBO Day phone 2o6-499-5005 Mailcg�asddrress 6261 WEST TREE DRIV * AN HORA AK saddre�s P� Cv�ic� Anch • /4K �1S5a Zip Code 9 6sh>'cy Legal description (Sub'd, Block & Lot) VALL9 VUE #9 BLOCK 4 LOT 26 Legal description (Township, Section & Range) Lot Size a�.4�`a Sq.Ft. THIS APPLICATION IS FOR (® all that apply): Absorption Field ❑ Septic Tank Holding Tank ❑ Privy ❑ Private Well ❑ Water Storage ❑ Number of Bedrooms _ 4 THIS APPLICATION IS AN: Initial ❑ Upgrade Renewal ❑ I certify that the above information is correct. I further certify that this application is being made for a Single Family Dwelling and is in accordance with applicable Municipal codes. GARNESS ENGINEERING GROUP Ltd. Permit/Rush Fees: _ , + 1 % S Date of Payment:/ 0 a' Receipt Number: Lg�� (Rev. 11/03) Waiver Fees: 1y 1 5 o Date of Payment:L/ / ri 1 O Receipt Number: 83L6 GARNESS ENGINEERING GROUP, Ltd. CONSULTANTS & GENERAL CONTRACTORS June 18, 2008 Municipality of Anchorage Development Service Department On -Site Water &: Wastewater Program 4700 Bragaw Street P.O. Box 196650, Anchorage, Ak 99519-6650 (907)343-7904 Ref. Proposed Septic Upgrade for Valle Vue; Lot 26, Block 4, To whom it may concern: The existing 4 bedroom house is served by community water and a private septic system. The septic system is in a state of failure and needs to be upgraded. We arc proposing to install a 1500 gallon S.T.E.P. tank with Quanics floats/controls, a 650 Aerocell unit, and a deep trench type drainfield. One test hole was excavated on the property. The drainfield will be designed around the 30 foot radius of this test hole. Comments regarding the design are summarized as follows: 1. SOILS: See the attached logs which show the soil classifications, groundwater monitoring, and the percolation test results. 2. DRAI\FIELD DESIGN: See attached design drawing for drainfield specifications 3. SURFACE WATERS: There is a creek within 60 feet of the proposed septic system. We are requesting 60 foot waiver from the proposed drainfield and septic tank. Due to the fact that we are proposing to install an advanced treatment system, the drainficld will be intermittently dosed with highly treated effluent reducing the potential for surges in hydraulic loading. The slope and topography of the area runs from southwest to northeast. There will be a berm built to insure any migrating effluent will travel a path of greater than 100 feet prior to reaching the creek. We are unaware of any adverse impacts with the granting of this waiver would create. 4. TOPOGRAPHY: As can be seen on the attached design drawing the average topography below the drainfield is a 1-5 percent slope running approximately southwest to northeast. We are unaware Aany adverse impacts this installation would have on adjacent wells or septic systems. If you have any quc ti ns, please contact us at 337-6179. Thank you for your assistance. M.S. 11ttached is a site plan drawing, a design drawing, one soil log, which are all part of the design for this septic system (Contact G.E.G. Ltd. for 7 page constnrction specification letter.) 3701 E. Tudor Road, Suite 101 • Anchorage, AK 99507-1259 Ph: (907) 337-6179 • Fax: (907) 338-3246' Website: www.gamessengincering.com I I I I I I I I I I I VALLI WE /2; BLOCK 2, LOT 18 VALLI VUE I I I I I I L -- I r-- \`I I BLOCK 2, LOT215 VAW WE /2; BLOCK 2, LOT 22 VAW WE /2; BLOCK 2, LOT 21 VALLI WE /2; BLOCK 2. LOT 20 VALLI WE /2; BLOCK 2, LOT 19 ALL SUf SRV I VALLI WE /2; BLOCK 2, LOT 8 VALLI WE 12: BLOCK 2, LOT 17 VALLI WE /2; BLOCK 2. LOT 16 VALLI WE /2; BLOCK 4, LOT 28 \\ o VALLI WE2 z 1 ` \\ BLOCK 4, LOT 21 m I \ 1 Tj I \ \ r^ m 1 VALLI WE 12; \ \ \ �I BLOCK 4, LOT 27 VAW WE /2; YSTE<' PROPOSED \ ,�\ \\ LOCK 4, LOT 22 (Tl l EPTIC SM \ O TMJ1 S >\ \ \ I 1 CREEK\ \1 VALLI VUE /2; BLOCK 4. LOT 23 E)(ISTING \ \ \\ I 4 BEDROOM OUSE rt VALLI WE /2; BLOCK 4, LOT 25 VAW WE /2: \ BLOCK 4• LOT 24 / 1 VALLI WE /2: 1 BLOCK 2, LOT 10� II1 \ / / VALLI WE /2; 1 BLOCK 2, LOT 9 1 LJ L--_— \ I \I GARNLSS ENGINEERING GROUP, Ltd r c T +Q�O� CONSULTANTS d GENERAL CONTRACTORS ......, nl L iwa. won. w,c lal . woc�.�c... rows .• rover • r,oc�,}fn-�In • ru (oonax-uw . PREPARED FOR: PHONE NUMBER: PAGE NUMBER: JACK BOBO 206-499-5005 1 OF 2 p LEGAL DESCRIPTION: DRAWN BY: VALLI VUE #2; BLOCK 4, LOT 26 K.D.M. Opp TYPE OF WORK: OATE; 0\ SITE PLAN FOR PROPOSED SEPTIC SYSTEM UP -GRADE 6/17/08 IR- O,RK. VALLI WE /2; BLOCK 2, LOT 8 NUMBER OF BEDROOMS: 4 GALLONS PER DAY (GPD): 600 PERCOLATION RATE/S: 20 MIN./INCH PROPOSED APPLICATION RATE: 2 MINIMUM DRAINFIELD SO.FT.: 300 MAXIMUM DEPTH: 10 FEET WIDTH: 2.5 FEET LENGTH: 38 FEET M.OA APPROVED SAND FILTER: N/A EFFECTIVE: S FEET REDUCTION FACTOR: N/A ACTUAL SO.FT.: 380 LLIILH THAT PERTAINS TO THIS DESIGN. TO OBTAIN A COPY OF THE LETTER CONTACT GEG. BY PROCEEDING FORWARD WITH THIS INSTALLATION, THE ENGINEER, WELL DRILLER, CONTRACTOR AND PROPERTY OWNER AGREE THAT THEY HAVE READ THESE SPECIFICATIONS AND AGREE TO ACCEPT THE TERMS AND VAW'uE /2: ALL SURROUNDING BLOCK 4, LOT 28 PROPERTIES ARE SERVES BY COMMUNITY WATER NOTE: THE CONTRACTOR SHALL HAVE TH NORTH LOT LINE AND CREEK SET BACK FLAGGED BY A REGISTERED LAND YAW VUE #2; 1 BLOCK 4, LOT 27 / y/ k / / 00 FOOT SET BACK / FROM THE CREEK EXISTING DRAINFIE1DS TO BE USED AS RESERVE SITE PROPOSED `60 FOOT SET BACK DRAINFIELD / FROM THE CREEK NSTALL DIVERTER VALVE „� •' 'j •• O �� � �� � BERM EXISTING /1 EXISTING GALLON 4 BEDROOM TANK TO BE k / PUMPED. D.FILLED WITH HOUSE / / wI DRAIN ROCK AND APPROXIMATE TION OF / COMPLETELY ABANDONED / }. 1975 ABANDONED / \ DRIANFIELD ON SITE N- I APPROXIMATE LOCATION \ JANDY OF WATER UNE \VALVE yk PROPOSED 1500 GALLON 1 S.T.E.P. TANK 650 AEROCELL UNI / (CREEK / VAW WE /2; ` N BLOCK 4. LOT 25 \ �\R 1ST 4 \ GARNESS ENGINEERING GROUP, Ltd. - CONSULTANTS 3 GENERAL CONTRACTORS .•....-... 3701 L nua Moto. Snr lot • .wuuwG AIf ewo. •nut (w�An-Arn . rAr (oo>)aratw . gsrin ....,s,r.y..rp,�, PREPARED FOR: PHONE NUMBER: PAGE NUMBER: JOEL BOBO 206-499-5005 2 OF 2 LEGAL DESCRIPTION: DRAWN BY: VALLI VUE #2, LOT 26, BLOCK 4 K-D.M. TYPE OF WORK: DATE. PROPOSED SEPTIC SYSTEM DESING UP -GRADE 6/17/2008 twos, .J rf�y ". mess: UU CE - 79 3 eye^ .6j.L B.�G7� c��FoO I��9ve _ado / 0i:..A . GARNESS ENGINEERING GROUP Ltd. o • CONSULTANTS 3 GENERAL CONTRACTORS �...•.•......4�". w......... 1 •01 E llq(W •°•O. SUfE 101 • AHGgg10L MC ••!0) • Pq"G •0) )-•I)Y • l.U: YO) -3tN • •CHSOC: ymrr.gnwYq,e•m • • • : • SOIL LOG — PERCOLATION TEST LEGAL DESCRIPTION: VALLI VUE 2; BLOCK 4, LOT 26 J PERFORMED FOR: JACK 8080�°�; 795 DATE: 6 10 08 ,. DEPTH= __ 0� •�,.f ts) (feet) _y_� TEST HOLE 1 4�4p�ot•ssio 2 =ate= a�aa ORGANICS SOIL CLASSIFICATION NET DROP (INCHES) 6/12/08 1 8— �a7� '•�..rtri GW — -- ORG GM 9— 4• VAW WE /2; 3 4:30 BLOCK 4, LOT 271,, MIIWIIGM _ CL a 30 i , , , GC I I I I 1.11 1OL O 5:00 - y, SW MH 5 30 Isc SP CHOH 13—... ' SM 6 ..S 7- CLOCK TIME NET TIME (MINUTES) WATER LEVEL READING NET DROP (INCHES) 6/12/08 1 8— — 6" _ 2 GM 9— 4• VAW WE /2; 3 4:30 BLOCK 4, LOT 271,, 1011 to- _ i 5:00 30 i , , , 11 O 5:00 - y, _ 12- 213 5:30 30 4.5" 1.5" 13—... ' m i 1 ..S EKISTINC CREEK 4 BEDROOM ^I 14 '• •••• �� VA WE I SCALE: BLOCK4, l0T 25 .•�.•0, 1 - 100• •• ••• SP 15- 5 '::•::� 16 16 SM 17 18 8.0.11. DEPTH TO DATE GROUNDWATER DATE READING CLOCK TIME NET TIME (MINUTES) WATER LEVEL READING NET DROP (INCHES) 6/12/08 1 4:00 — 6" _ 2 4:30 30 4• VAW WE /2; 3 4:30 BLOCK 4, LOT 271,, N _ i 5:00 30 i , , , 1.5" O 5:00 - y, _ 6 5:30 30 4.5" 1.5" ' m i 1 EKISTINC CREEK 4 BEDROOM ^I HOUSE �� VA WE I SCALE: BLOCK4, l0T 25 1 - 100• DATE READING CLOCK TIME NET TIME (MINUTES) WATER LEVEL READING NET DROP (INCHES) 6/12/08 1 4:00 — 6" _ 2 4:30 30 4• 2" 3 4:30 - 6" _ 4 5:00 30 4.5" 1.5" 5 5:00 - 6- _ 6 5:30 30 4.5" 1.5" 19PERCOLATION RATE 20 (MIN./INCH) PERC. HOLE DIA. 6 (INCHES) I�fll TEST RUN BETWEEN 7 FT. AND 8 FT. 20 A FOUR HOUR PRESOAK WAS PERFORMED: YES ❑ NO SOILS LOGGED BY: SUSAN OSWALT PERCOLATION TEST PERFORMED BY: ANDREW GRAY COMMENTS: PERFORMED BY CEG, Ltd. 1, JEFFREY A. GARNESS. CERTIFY THAT THIS WAS PERF��ORMED IN ACCORDANCE WITH ALL STATE AND MUNICIPAL GUIDELINES IN EFFECT ON THIS DATE: C, el/o_ VALU VUE /2: BLOCK 2. LOT 22 VUE 12; 2. LOT 21 2, VALLI VI BLOCK 2. VALU VUE /2; BLOCK 2, LOT 18 VALLI VUE 12; BLOCK 2. LOT 15 059 VUE 12; 2. LOT 17 VAW VI BLOCK 2. VUE 12: 2, LOT B 4, VUE /2; 4, LOT 27 4 BEDR HOUSE 1 VALU VUE /2; BLOCK 4, LOT 25 VUE 2. U 141 _r./YA A, / w. 4, VALLI VUE /2; BLOCK 2, LOT 9 1 4, VUE 12; 11 2. LOT 8 GARNESS ENGINEERING GROUP Ltd. -- - CONSULTANTS d GENERAL CONTRACTORS ....—........1..o........ O �) rol En holo. s 101 . YICIp,YL, wf wm . wnc Yo1}Ul-411" . 1"(907) =" . •tsvrt:... PREPARED FOR: PHONE NUMBER: PAGE NUMBER: ..... JACK BOBO 206-499-5005 1 OF 1 OD y ey A. rness: LEGAL DESCRIPTION: DRAWN 8Y:o4a .�e UT /P.3 ' VALLI VUE #2; BLOCK 4. LOT 26 K.D.M. a /U , /.0 cq�O TYPE OF WORK: DATE: �4 dpro Fasslot'a, TOPO DRAWING 6/17/08 �D�Op000�4 FR. alms, Municipality of Anchorage Page A_ of -7- DEPARTMENT 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: q'.0PIDNumber: Cil2)-2Ya�1-D_9 Name: SlF�r Wastewater System: ElNew Upgrade e_ Address: ABSORPTION FIELD (s l.V�a-�- I rte Phone: No. of Bedrooms: (](Deep Trench ❑ Shallow Trench ❑ Bed ❑ Mound ❑ Other LEGAL DESCRIPTION Soil Rating: Total Depth from original grade: Lf GPD/Sq. Ft. I Lot: Block: Sub/b/division: i Depth to pipe bottom from original grade: Gravel depth beneath pipe 42(1� 111 ue. $ 4 Ft. t n Ft. Township: 1 Z Range: 1 S1411 1 Section: ! Fill added above original grade: Gravel length: 35 M FL Ft. WELL: ❑ New ❑ Upgrade Gravel dapfh" Number of lines: Distancebelween lines: Ft. I FL Classification (Private, A,B,C): Total Depth: Cased To: Total absorption area: Pipe material: Ft. Ft. 74! SC. Ft. �r /6 o3 l Driller: Date Drilled: Static Water Level: Installer:: / Date installs fo Ft. �N�CC, / Yield: Pump Set at: Casing Height Above Ground: TANK GPM Ft. Ft. SEPARATION DISTANCES ❑ Septic ❑ Holding ❑ S.T.E.P. To Septic Absorption Litt Holding Public/Private Manufacturer: Capacity in gallons: From Tank Field Station Tank Sewer Lines Wel N/A Material: Number of Compartments: Surface Water twfl - LIFT STATION Lot Size in gallons: Manufacturer: Line Foundation ^ h� "Pump on" level at: 'Pump off' level at: High water alarm at: Curtain NI Pump Make &Model Electrical Inspections performed by: Drain b Remarks: BENCH MARK Location and Description: l\i o AeACP 0 SC c ✓v-0 I Assumed Elevation: 9 .. ENGINEER'S SEAL �Il �t ti Inspections performed by: Dates: 1stb�iQl 2nd i'c 92 Department of Health and Human Services approval r Z '-4—V -92 ... Reviewed and approved by: Date: 6-2¢ ) 72-013 (1/91) MOA 25 / 10' SOLID PIPE I EXIST. TRENCH O 55'// \ —�, // 100 �m c G,'a mm °mcam �amamcmmae °, 7oGben Spurkland +oo CE -2225 E ��?ROFE551Gh®® 25 0 25 50 75 100 125 150 SCALE, I' = 50FT, TOBBEN SPURKLAND P.E. SEPTIC SYSTEM ASBUILT 203 W 15TH. AVENUE LOT P6, BLOCK 4 VALLI ANCH. AK. 99501 SEC 14, T12N R3W DATE, JUNE 16, 1992 ,, ,, STEVE FORCE SHEET, 213 GRID- 2538 10' SOLID EXISTING TRENCH PROPERTY LINE_ SOLID PIPE Cleanouts 4' Cover MiroFi 140 10 Feet of Septic Rock 35 Clean Clean Out Standard Trenchl 35 FT. LONG 14' TOTAL DEPTH 10' OF SEWER ROCK 4' rain. Cover V°�%•, U' °°• CE -2225 ,°;�� PRO FLSSI� Monitor ELEV, 494,3 ELEV. 84.+ Exist, Ground TESTHOLE NO SCALE H� ELEV. 78f TBM. GARAGE SLAB ELEV, 100, FT ASSUMED TOBBEN SPURKLAND P.E. LOT 26, BLOCK 4 VALLI VUE SEPTIC SYSTEM ASBUILT 203 W15TH, AVENUE STEVE FORCE DATE, JUNE 16, 1992 ANCH. AK. 99501 6261 WEST TREE SHEET, 313_ GRID- 2538 PAGE 1 OF 1 MUNICIPALITY OF ANCHORAGE DEPARTMENT OF HEALTH AND HUMAN SERVICES P.O. BOX 196650, 825 "L" STREET, ROOM 502 cc ANCHORAGE, ALASKA 99519-6650 ON-SITE WASTEWATER DISPOSAL SYSTEM (UPGRADE) PERMIT -lD-riot PERMIT NUMBER:SW920121 DATE ISSUED: 6/03/92 DESIGN ENGINEER:TOBBEN SPURKLAND, P.E. EXPIRATION DATE: 6/03/,93 OWNER NAME : FORCE STEPHEN J & t';66 Ay OWNER ADDRESS 6261 WEST DR ANCHORAGE, TAKE99516 �001_ PARCEL ID:01532229 LEGAL DESCRIPTION: VALLI VUE ESTATES #2 B 4 L (� T12N, R3W, SEC 14, SM LOT SIZE: 21050 (SQ. FT.) NUMBER OF BEDROOMS: 4 THIS PERMIT: 2 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: RECEIVED BY: T7 ISSUED BY: DATE: 6/3/ I Z DATE: 4za Municipality ®i Anchorage Department of Health and Human Services � h5 Tom Fink, 825 "L" Street Mayor P.O. Box 196650 Anchorage, Alaska 99519-6650 343-4744 June 3, 1992 Tobben Spurkland, P. E. 203 West 15th Avenue Suite 206 Anchorage, Alaska 99501 Subject: Waiver Request for Lot 26 Block 4 Valli Vue Estates #2 Waiver Request #WR920001, PID #015-322-29, SW920121 Dear Mr. Spurkland: Your request for waiver of the required 10 foot separation between a septic system and a lot line has been approved. The waived distance is 5 feet. This approval applies to the existing septic system lot line separation only. Any future upgrade to the septic system will require all separations be met or another approval from this department. Sincerely, Daniel N. Bolles On-site Services DNB/ljm C cur: rohn S h, P.ra Manager' On-site Services E:l; Nf =. 0--rl Fz" R k nP 0 �J I> F-11 - 9� 6/5l0.0MON0BLVD. UCH8kAG[1ALASKA99502-3904 (Y07)248-5095 Municipality of Anchorage May 28, 1992 Division of Environmental Health Department of Health and Social Services 820 I Street Anchorage, Alaska 99501 Subject: Ground Water Monitoring Lot 26, Block 4 Valli Vue Gentlemen; Per your request I have monitored the groundwater condition at this lot. The monitor was checked on April 21, May 1, May 8, May 15, and May 21. On May 1 one inch of water was observed, all the other times the monitor was dry. Yours � RECEIVED Tobben�5purkland P.E.�` � ��\\,��1O�� �- � �, w^^ Municipality of Anchorage DOW. Health & Hurnarl Services Yours Tobben Spurkland P.E, 0-~�F=1 1-11 FFQ I,-- B.— ir"�h VA 13 F�-°L� 675lN,0lH0H0BLVD. ANCH8RAGE/ALASKA YY502-3Y04 (Y07)248 -50Y5 Municipality of Anchorage Division of Environmental Health Deportment of Health and Social Services 820 I Street Anchorage, Alaska 995()1 Subject: Permit for Septic System Upgrade Lot 26, Block 4 Valli Vue January 13, 1992 MUNICIPALITY OF ANCHORAGE- ENVIRONMENTALS[KV|[ES0Y|5|ON ]&N 14 1942 l0��»r�X����� ���1��0���� Gentlemen; I have been requested to design an upgrade system for subject lot. When I first inspected the existing system on Nov. 19, 1991 I found both the tank and the trench surcharged. At that day approximately 1503 gallons were removed from the system. On November 25 we discovered that a toilet had been running for three days, again surcharging the system. On December we conducted an adequacy test and concluded that without surcharging the tank approximately 150 gallons were absorbed during a 24 hour period. On December 5, we surcharged the system by adding water until backup into the tank occurred. At this level 600 gallons were absorbed in a 24 hour period" We also performed a percolation test of the soil adjacent to the trench. We observed a percolation rate of 40 min/in versus 8.7 which was used for the design of the trench. On Jan 9, 1992, the monitor at the end of the trench was found dry, indicating that the trench is absorbing water for the total depth. Rased on our observations we feel that the existing trench is severely underdesigned and must be expanded for proper opera -- tion. According to our measurements 1332 sq. ft. of absorption area is required" 610 has been installed, leaving a deficiency of 692 sq. ft. or the equivalent of 2 bedrooms. We propose to add the required area to the existing trench. The presence of the creek at the back lotline creates a couple of problems. The existing tank is still less than 100 feet away from the creek, however a note on the as built states that Kyle Cherry waived the distance requirement with a letter. To obtain the maximum distance to the existing trench we request a lot line waiver to 5 feet for the proposed trench. We will field locate the existing trench by exposing both the indicated angle point and the beginning of the trench at the tank end., Yours 4��qa I =" Lj FR 1--': E... 4=-31' 4 ID F, .. FE 203 N 15th. Avenue, Suite 206 ANCHORAGE, ALASKA 99501 (707) 279-3916 SEPTIC SYSTEM DESIGN EOT 26 BLOCK 4 4/AEL-1 VUE 41:0M9111111 No Ground Water or Impervious Layer to 20 +t" Use Standard Trench Soil Rating. From test December 5, 1991 40 min/in = 0.45 gal/min Required Area per Bedroom: 150/.45 = 333 5q.ft.. Number of Bedrooms 2 Cover over Existing Tank 3.5 ft Testhole Total Depth 20 ft Trench Total Depth 14 ft Rock Depth 10 ft Cover 4 ft Length of Trench 333 x 2/ 20 = s iF s IF Ez Pi ED 0 P4 F= 3E E3 LJ F? il IF 1E OKI STANDARD TRENCH TOTAL LENGTH 35 FT. TOTALWIDTH 3 FT. TOTAL DEPTH 14 FT. ROCK DEPTH 10 FT. COVER 4 FT_ SEPTICTANK 1250 GAL. VERIFY INTEGRITY The installation of this septic system will not impact the natu- ral surface / sub surface drainage courses on this or the adia•- cent lots. The proposed septic system will not change the general slope of the area. Ponding and/or concentration of surface runoff will not result from this installation. Septic System Design Lot 26 Block 4, Valli Vue 1 I 22 I 29 Q 11 '� '1 S ` , 21 ~ 28 C/ 1 I�I 1 I (� � 27 20 J i 1 , 26 18 en Spuik!and : I 's�j 5 CE -2225 0 0 50 1�1 22 100 150 200 250 300 SCALE.- 1' = 10OFL 23 1203BWN15TH.RAV NU P.E E I I LOT 26, BLOCK 4 VALLI VUE ESTJ I SEPTIC SYSTEM DESIGN I ANCH. AK. 99501 SEC 14, 11PN R3 DATE, NOV, 24, 1991 I.." „e_�o.� Sl£VE FORCE SHEET, 113 GRID -2538 25 0 EXIST TRENCH PROPOSED / TRENCH O 5 FT. OFF LOT LINE , REMDVE TALL SPRUCE �- SAVE SMALL SPRUCE VERIFY INTEGRITY TANK 100 1 Y J 25 50 75 100 SCALE, 1' = 50FT. 125 150 TOBBEN SPURKLAND P.E.LQT L�6, BLOCK 4 VALLI VUE EST SEPTIC SYSTEM DESIGN 203 W 15TH. AVENUE SEC 14, T72N RW DATE, JAN 13, 1992 ANCH-,AK.^ 99501 STEVE FORCE SHEET- ?/.4 GRID. Ps. 5 FT. MIN PROPERTY LINE 35 10' SOLID Clean Clean Out EXISTING TRENCH SOLID PIPE Mirar! 140 10 feet or Septic Rock Standard Trench: 35 FT LONG 14' TOTAL DEPTH 10' OF SEWER ROCK 4' rain. Cover Cleanouts IIUBBLN JNUKKLAND N.L. SEPTIC SYSTEM DESIGN 203 W15TH. AVENUE L�1 G�6, BLOCK 4 VA L ii ANCH. AK. 99501 STEVE FORCE DATE JAN 13, 1992 1.." „e_�a.� 6261 WEST TREE SHEET, 313 GRID, 2538 Municipality of Anchorage DEPARTMENT OF HEALTH & HUMAN SERVICES 825 "L" Street, Anchorage, Alaska 99502-0650 SOILS LOG — PERCOLATION TEST (ENGINEER'S SEAL) PERFORMED FOR: S-jI--e_E� �-70 rCGDATE PERFORMED: � -L'-_. - j -Z q I -. LEGAL DESCRIPTION: LdYt t li I_ -I �c� ,&j Township, Range, Section: -( .e c- l 't T la1'_I I Lel p€�P� LlJ_f'_ SLOPE SITE PLAN 1 2 3 4 5 6 7 8 9 10 11 12 13 14- 15 4 15 16 17 20 COMMENTS WAS GROUND WATER 1 ENCOUNTERED? N IF YES, AT WHAT DEPTH? Depth to Water Atkr 110 1 Monitoring? Date: 9 it �I 11 Reading Date Gross Time Net Time Depth to Water Net Drop !:Y Ov 3o 7 A /2 /& 3� 3; 3a �p 6 rz !1 PERCOLATION RATE (minutes/inch) PERC HOLE DIAMETER J 7 TEST RUN BETWEEN_ FT AND / Z FT PERFORMED BY: � "'G7iC.N _ CERTIFY MAT THIS TEST WAS PERFORMED IN ACCORDANCE WITH ALLSTATE AND MUNICIPAL GUIDELINES IN EFFECT ON THIS DATE. DATE: t.fs" l 2_ 72-008 (Rev. 4/85) �- �=F' I--- RJ FR 11._ O�-) N1 K> F,°FEE.� 20JNl5TH.AVE. SUITE 206 ANCK8KAG[.ALASKA YY501 1.0 GENERAL 1,1 Owner is Steve Force, 6261 West Tree, Anchorage., Alaska. 1,2 Engineer is the person or entity hired by the Owner to inspect this project" The Engineer must be recognized by the Municipality of Anchorage, Department of Health and Human Services. 1.3 Contractor is the person or entity hired by the Owner to install this project. The Contractor must be recognized by the Municipality of Anchorage, Department of Health and H"man Services. 1.4 The Drawings, sheets 1 through 3, shall be part of this Spec ificat ion^ 1"5 All materials and workmanship shall meet the require- ments of the Municipality of Anchorage, Department of Health and Human Services, the conditions of the permit, and all applicable rules and regulations currently in effect. 1.6 All excavation depths are advisory, and are to be verified and may be modified in the field by the Engineer. 1"7 It is the responsibility of the Owner or the Contractor to adhere to the approved design, to verify that the speci- fied separation distances are met, and that the requjred inspections are performed, 1,8 The Contractor or the Owner- shall report to the Engi- neer any observed condition which would put the septic system in violation of State or Municipal regulations" 2^0 SEPTIC TANK 2^1 If there is an existing septic tank, it may be used if it meets the requirement for the residence. The tank shall be inspected by the Engineer, and its water tightness and structural integrity shall be verified. 2^2 A new septic tank shall be one fabricated by either Anchorage Tank and Welding or by Greer Tank Specifications for septic system installation Lot 26 Block 4 Valli Vue -- ^ The septic tank shall be a tank, constructed of 12 gauge, mastic coating. The tank shall soil.The tank shall be covered feet of soil. UPC -approved two-compartment or better, steel with bitu be set level on undisturbed with the equivalent of four 2^3 The septic tank shall be installed a minimum of five feet from the house foundation and a minimum of five feet from the absorption area. 2.4 The septic tank shall he a minimum of 100 feet from any well serving a single residence; 100 feet from any body of water, creeks or drainage ditches with flowing water; 150 feet from Class oCo wells, and 200 feet from Class A or, Class B wells, 2.5 All pipe connections to watertight calder couplings. as designated and capped with outs shall extend a minimum of elevation. Provisions shall importation if topsoil" the tank shall he mechanical Cleanouts shall be installed air -tight rain caps" Clean` 12 inches above final ground be made for landscaping and 2.6 Lift station shall be as manufactured by Anchorage Tank and Welding 3.0 ABSORPTION FIELD 3.1 Gravel used in the absorption field shall be 0.5 to 2.5 inch screened rock, with less than 3% passing the No. 200 sieve" 3.2 Sand, used for leveling or for filtering, shall have an effective grain size between No. 40 sieve and No. 18 sieve" Uniformity coefficient shall be less than 4. Not more than 5% by weight shall pass the No. 200 sieve. 3^3 4 -inch perforated pipe shall be ASTM F810. For pres- sure distribution, pipe shall be Schedule 40 PVC or ABS. 3^4 Solid 4 -inch pipe shall be Cast Iron or ASTM D3()34. 3.5 Monitor standpipes shall be installed as shown. That section of the pipe penetrating the gravel shall be perfo- rated, either by drilling 0^5" holes on 6 -inch centers or by joining a section of F810 perforated pile to a solid section of pipe, 3.6 Gentextile shall he Mirafi 140" 3.7 Insulation shall he extruded direct burial polystyrene" Dow Chemical Styrofoam HI 40^ 3~8 Topsoil shall be a mixture of 40-60% organic matter, Specifications for septic system installation Lot 26 Block 4 Valli V"e , 20-30 =stand and more that 20% silt. All quantities are measured by volume. 3.9 Grass seed shall. be Kentucky bluegrass. 4.0 INSTALLATION 4.1. Locate all underground utilities, property lines, future driveways, existing or proposed water- wells, water- ways, surface and sub surface drainage facilities, lakes, pond=s, and all other- facilities requiring separation dis-- t.anc:es from the proposed sept:ic.. system. Notify Owner or, Engineer of any observed passible conflict. 4.2 =stake alignment of system with markers showing the protective distances from wells and water bodies. 4.3 Establish an elevation benchmark. This BM shall be easily identifiable, stable and permanent. An arbitrary elevation of 100 can be assigned. Use garage slab. 4.4 Remove the small treses together with sufficient soil and rooi_bal.l to enable 'then trees to be replanted. Cut down one tall spruce. 4.5 Excavate the absorption field. Locate the angle point of the exi=sting trench and connect:. a 10 foot long piece of solid pipe to this point. The new trench must be 10 feet away from the existing trench. Bottom of excavation shall be level and scarified. if sidc-ewal.ls smears, they shall also be scarified„ Record elevation of beginning, middle and end of trench. 4.6 Place the rock: to the depth specified. Do not contami- nate rock: with native materials or spoils from the excava t-.ion,. Level the rock: surface r.i_._ 1"7 before installing the perforated pipe. 4.7 Install the distribution pipe. Record the elevation of each joint. For pressure system solvent weld the joints. 4.8 Cover the distribution pipe with rock, and cover the excavation with geotextile before backfilling and placing insulation, :if required. 4.9 Record the finished ground elevation at the beginning, middle and end of trench. Record the finish ground eleva- tion at each corner and at the mi.dpoi.nt of the bred. 4.10 Furnish a copy of all survey notes to the Engineer. 4.11 Replant the small spruce trees. 5.0 INSPECTIONS Specifications for septic system installation Leat 26 Block 4 Valli Vue ^ 5"1 A minimum of three inspections are required" The first inspection will be of the open excavation" At this time the soil conditions will he observed and compared to the design assumptions" Ground water conditions or presence of bedrock will be verified" The second inspection will be after placement of gravel, standpipes, distribution piping, tank(s) and other compo~ nents as specified" The third inspection will be after completion of the work. Any deficiencies will be noted and the Contractor notified. Such deficiencies shall be corrected within ten days" 5"2 All electrical wort requires either an MOA electrical inspection or certification by an licensed electrician. Submit proof of inspection or certification to the Engineer. 5^3 Submit catalog data of all mechanical equipment. 5.4 Notify Engineer at ]east 24 hours in advance of begin— ning any work" Specifications for septic system installation Lot 26 Block 4 Valli Vue ~~ � MUNICIPALITY OF ANCHORAGE'I` L \RTMENT OF HEALTH AND HUMAN SEI CES Environmental Health Division 825 "L" Street, Anchorage, Alaska 99502, Telephone 264-4720 ON-SITE SEWAGE DISPOSAL SYSTEM AND/OR WELL INSPECTION REPORT Name DISTANCES . MMc rjcr;e i_ e�i:e-� TO SEPTIC ABSORPTION AddressFROM 6,z E/ �>es f T—f� �„ri/� TANK FIELD WELL WELL Phone(s) Permit No. No. of Bedrooms j3 s-0 LOT LINE LEGAL DESCFIPTION Lot xli Block ! SuVbditvision velfi Vif FOUNDATION _ Township, Range, Section AS -BUILT DIAGRAM (Show location of well, septic system, property lines, foundation, driveway, water bodies, etc.) TANKS v a s t :i '_i e Lt, \.' D. ❑ SEPTIC ❑ HOLDING Manu actuier Capacity in gallons Material No. of Companmenls TYPE OF SYSTEM �b t�4—TRENCH ❑ BED ❑ W. DRAIN ❑ OTHER 6L Depth to pipe bottom from Total depth from original grade original grade `' �_ FT., FT RII added above original grade Gravel depth beneath pipe FT FT ulge Gravel length Gravel width 6 lf' FT 3_ FT t Total absorphon area Distance between lines / 640 SO FT Al A, FT , Number of lines Soil rating Pipe material I 1 SO FT 7-1P Installer Date Installed I'}D \ .f/' n WELLS ❑ PRIVATEo rG f� OTHER (Identifv) Cs Classification (A, B. C) Total Depth Cased to FT FT Installer Date Installed: REMARKS: Old( r c ,>7 W,cr 4l'SConnc,c . I 5` Scale: prf (' ENGINEERS SEAL Inspections Performed by: 'fF/_S: Date: � cerlily that this inspection was perlermed according to all l' Municipal and Slat uldelines in effect on this dale: - i Health Department Approval: Date:�6y 12-013 (3/85) L/ P1 t_v Th..N :T N7," 0�!v U-.-. I - N y, � rt� ��C-11 IFZ �-'h IED IE.: ' DFPARThadT OF HEALTH AND ENVIRONME"wAi PROTECTION � ' ^ 625 L STREET, ANCHORAGE, AK 99501 264-4720 ` f.) 1%1_$=I :K -r- 10L 13 NEEWJ NEE 10if �FEE ��14- PERMIT NO: 850637 DATE ISSUED: 09/30/85 APPLICANT: MARJORIE DECKER ADDRESS-, 6261 WEST TREE DRIVE ANCHORAGE, AK 99516 CONTACT PHONE: 344-4731 LEGAL DESCRIP: SNBDIVISION: VALLI VUE #2 LOT: 26 BLOCK: 4 A SECTION: 14 TOWNSHIP: 12N RANGE: 1W LOT SIZE: 0.5A (SQ"FT. OR ACRES) MAX BEDROOMS: 4 Listed below are the options Available to you in designing your septic ^ -sys+em,Choose the option that best fits.your site. -I- lot 13L 04 10 1-4 1=1 NEE 1:1 1^1° 1:1 ITZ 031 X PQ DEPTH TO PIPE BOTTOM (FT.) 4"0 4"0 4"0 GRAVEL DEPTH (FT.) 5"0 0.5 3"5 TOTAL DEPTH (FT.) � 9"0 4.5 7.5 GRAVEL WIDTH (FTA 2"5 22"0 5"0 GRAVEL LENGTH (FT.) 64.0 44.0 69.0 GRAVEL VOLUME (CU.YDS^) 32"6 35.9 51.2 TANK SIZE (GALS) 1,250^0 ** 1,250�O ** 1,2500 ** SOIL RATING (SQ.FT"/BR) 159 159 159 � ** TANK MUST HAVE AT LEAS T TWO COMPARTMENTS I certify that: 1" I am familiar with the requirements for on-site sewers and wells as set ' forth by the Municipality of Anchorage (MOA) and the State of Alaska" 2^ T will install the system in accordance with all MOA codes and regulations, and in compliance with the design criteria of this permit. ' 3" I will adhere to all MDA and State of Alaska requirements for the set hack distances from any existing well, wastewater disposal system or public sewerage eystem on this or any adjacent or nearby lot" 4. I understand that this permit is valid for a maximum of 4 bedrooms and any enlargement will require an additional permit. | IF A LIFT STATION IS INSTALLED IN AN AREA COVERED BY MOA BUILDING CODES, THEN (1) AN ELECTRICAL PERMIT AND INSPECTION MUST BE OBTAINED; (2) AS-nUILTS WILL NOT BE APPROVED WITHOUT AN ELECTRICAL INSPECTION REPORT; AND (3) THE' ELECTRICAL WORK MUST BE DOME BY A LICENSED ELECTRICIAN. SIGNED DATE: Iff's- �711 APPLICANT: MARJ���E DFCKER v /1 ` ISSUED BY /t/. DATE: of-w^�*I� ------------------ ------------- x SOILS LOG ' S n MUNICIPALITY OF ANCHORAGEp ^—— ae a DEPARTMENT OF HEALTH AND ENVIRONMENTAL PROTECTION ' ERCOLATION TEST 825 L. Street, Anchorage, Alaska 99501 264-4720 SOILS LOG - PERCOLATION TEST 3 PERFORMED FOR:`is°-��r , p DATE PERFORMED: LEGAL DESCRIPTION: 'L,. ;1 J_L• Bl:�LF 4 V2��1 bNC'. � &–,1-( SLOPE SITE PLAN EP [yF 1 VUt[ur.n c ashy 2 3 4 5 6 7 R 9 10 11 12 13 14 15 16 17 18 19 20 WOMA LL PERFORMED BY: 72-006 (6/79) 41 tryP 11r30Wt east d;g3"'9 y lq.r(se; Ii Ke C�- aii1� 1='tet 0.L"�+[a ley I'1fLS gr 1 �[A:,�Y.,��� t' 91,t�r 411 f� f WAS GROUND WATERS ` L ENCOUNTERED? 1°� O P E IF YES, AT WHAT DEPTH? 4' `J"' a.,, C 0 Reading Date Gross Time Net Time Depth to Water Net Drop I sS :i 10 3 Io J3 if roz5 10 '310 z v 1033 19 E /o-3 v PERCOLATION RATE / `[j5� / [� (minutes/inch) TEST RUN BETWEEN '� `f, FT AND 3 FT I/ 0'I), CERTIFIED Z1 i 2� q --17c' -S5- 72-008 SS 1 0 POUCH 6-650 ANCHORAGE, ALASKA 99502 0'30 (907) 264-4111 IONOWLES. m A.0 br ARTMFNTOP HFiALTI i,::[;FNVIRONMENTALPROTECTION <Permit #: 820184 January 31, 1983 TO: Permit Applicant Subject: Lot 26 Block 4 Valli Vue Estates Subdivision A permit issued by this department for an individual well and/or on-site sewer system has expired as of December 31, 1982. Permits are issued on a calendar year basis, as stated on the permit, by authority of Municipal Ordinance. If you have drilled the well, a well log needs to be sent to this department for documentation of the installation date and to close the permit. I£ a private engineer inspected the installation of the on-site sewer system, please have them send us the as-builts for our files and documentation. If there are any further questions, please call this office at 264-4720. Sincerely QC_ Robert C. Pratt, R.S. Acting Program Manager Sewer and Water Program RCP/ljw enc: Copy of Permit SWP/057 '''E t!t. ! , , H A! l ! ;-!v.![5 Ft.P, ! I ! N !f_ta I H!- r -. -t , t71�!='I__I!.:=ltN-r' i',!( -:C:, t,lE=a.•.1T'i:)t• t_t-:... E. 2211 -AD ti':; ry= � 0 o� IL_Y urutcit� .Y 2 2Z i !_!?.. SI -'F: Ci..?7� _;!_II_Ir=ii^:L'i: FEET ?'?I-[-. OF' j;07 !_{n'aiiF=:r'T 7'I.1t:I _,.=;lEtj :!:'=. T!,=:?.P,(!:H I'1H'."IMLIM I= UF`Ir_'ER t:?r= F;F: ;4F:iJUMS _::: 4 _:CIIt_ FHE L_ENGYH DIx'iF=!''-',_!ION! IS THE L_F:r:GI.H (Its FE"EiT:) OF THE _!.REPICH (I!F L':,r=:h'!T9':I(=IEL..1:'i ,_ DEFIM OF F! !F:E:F'dt;:H t_!F: !-'TT ::=; THE r_,r=•-ir-jt:!r:c= k:E.7l,1L-.!:_.i'd IFHE .-:f!RFH!_E !_!!:c'-iN.r-': 'RC.L!PNC'' r=lr,IL:, r!_!Gr r;f i!!r.j f ri-1f: E:'! f;`•;hiTT !P' c: 'r r,! FEET). I HE:r?!_ _r_, f.O '-irT I•.(I i.'i `f'L-; FIDE, T�'�:f,lf_!-if_a �, HE L.i!' W E.L. t':'-F.TH Tj-jE M. !iM 'EP H OF -F !PIPE :'n._._!_ F- T, -:„rt .! 1�_ OUTFALL il '_„fir, r r::: in •-}._-r.. :!-1=._ r_,t�, f!.�q''j _- !„I r- 1.!^IF G'; �.'...!-I''�'Ei?�l!_!F,i ..r FEE -T). �. !*A E E.',_ I ), __. ,n rZ _._ N .a ISS;. -- h. P '�' �:'.' n .,9 r.::_ __ n� --� � �. -.:... :"N :,_. : _E a_° a�: i - � ""' L_ C r "• tr P - .... 1 ! Pyi - i`� F_F,f..N. T, _iii Tj`ff RP TL f_ racF•, :1Fr.,l' !"d iF'1- _ ., ! JUNE.' _F .'!"'T I,.r LL. ADJA.EI.T "! _ IS PROPERTY AND r"rif_ .. ;'•:..: IF'VLl.. t'!Y fi7td fY.,i}:[='EI:--",_!.,.1:! I"I f��,,," I.' 1.7'1'!,: -'�J' t! 'TF c r..UPIBE=, 0' h!Fr,=:Ci`>E,t:iCEc_c: TLI ?. ..1..4.;E: xN;-t_L i..!T!_i_. a (.-'IF: ANY : YS T EM j -J I TI -H3: uT FINAL T!`•!.' �r='E C T I Q!'•3 rjtar;, yr: F:F.i:J'.: !={!_ '_;':'r' 'TH T r;r: rx.!F rllI I' I i ii; SUBJECT x!l r'k2 "I'- ,'. 3' _ I- '- f 7 �N. !'1It,ilxa1_1M t,I`:i;Tirrd[:E 11—MWEti:>':1 H WELL _!i..JD F!f`dY !LL!pa_..=;:i:..!.._ SENA t?, TSP!J:_.;,t-!E.. '! EiG! e ! i- 7�' H F"?'_ i - i l c: LJk i 1 7 jxs' ! ,-.,,;7 i'i_ i.ii_ F EE r ': jt•i !1 PUM..1C., r:iFL!_ Df-FEi'!-' I f,!is :..: .. . _.._.. _ 1,11N.11 -1111 -PI . lyI_ IyP,lf-.,-' �_,- r7n F_! u7',,; F=!"1- NIELL 1 0 li F'f..4;=' - -c'i! LRIE IS TO A COlf-IMU.11-4IT`'? t..IfvFi; IS _ p -.EF:?'. : ,E:. .., ANii :iI!="i_UCT_ N DIAGRAMS •ilS -!?.IEIR FE!!!T�EEP.rHi_jt4: ,.,._ - - !=I';+! -!i! Al'! T!=, .!.t'd_,L.t1;;E 'rRC!F•L=c: _.. .. A I-:" Nom. N.....- E7 �-1 1: !=:E! 'IFY THAT .1..: :f i!':i ";:.p."r; Ti:,,•-, t,il �(:-li. r•"- _E-tgc: �',`, r F r= ird - - -- !.1...,._.:::r.. -. IFi - .. .Fi.>rLI�L'': ._F'.!!':- CH: :.!F..i....-TT`_ _.._I'la:.�.__ AND b"r_Ll.-.. i-','�. ....c-!.. r !'!E'! H ,!-.•T :.!„Ht: PlI ft•:1:1:!:':tl::s.ix .t '.{•:, C: �:.`::.-Tyf {{..•f.:('.!�eA'' '",'�t,:,:..!3..•,.y.�;._ �i ,a:-1�y.Y'��s:�!_�,.FTEslisp?t�if1Ft',F`E'�3t�if"�,:_E. Epv!..`!i'fE;t•lEF,:.'t' IF THE !-t : r.•... _CAN 1''•ii-. r:' F'::.r..i�! ! !_!t,( _<_!Y',I.t:. 0 74 9 825 "L" S1REE7 ✓"i ZO.'.i I AINCHORAGE, ALASKA 99501 P I, 90 /) 2G4/111? OPrjfF 4i_SU/ ./JVAN. January 4, 1982 Mr. & Mrs. M.C. Decker SRA Box 29-D Anchorage, AK 99507 Permit # 810914 Subject: L 26 B 4 Valli Vue S/D A permit issued by this department for a well and/or sewer system has expired as of December 31, 1981. Permits are issued on a calendar year basis, as stated on the permit, by authority of Municipal Ordinance. If you have drilled the well, a well log should be sent to this department to document the installation date. If an engineer inspected the installation of the on-site sewer system, please have them send us the as-builts for our files. If there are any further questions, please call this office at 264-4720. Sincerely, C�;'4 6 � Les N. Buchholz R. . Program Manager Sewer and Water Program Enclosure: Copy of Permit P1 k?4 Too I a I A-. &04I _ 1 -T "3" aD F - p --p PA 9-4 =`_dFR F-1 B_� DEPARTMENT OF HEALTH AND ENVIRONMENTAL PROTECTION /1 C }, 25 'L_' _:TRE...ET, ANCHORAGE, RK. 99501 264-4720 CD VA -- Yom 1 -1- E_ 'n E01- p E.: F," @-_p a. Ca, F-� C-" E: F- p-:_ F; . P, I :IE -y- PERMIT NO, ( 810914 ) a�so1 APPLICANT P1R:. ,4< I'qE?=. t•1. C. C?EC:k::ER :E,E?R E;O;:<; 29 --Li, RFaC:H. 344-7219 LOCATION WEST TREE, VALLI ':SUE ESTATES S/D LEGAL L 26 BL -K 4. VALL I VUE S,' D LOT SIZE 1 f 80 SQUARE FEET TYPE OF SOIL_ ABSORPTION SYSTEM IS: TRENCH MAXIMUM NUMBER: OF BEDROOMS :_ 4 SOIL_ RATING (SO FT/BR)= 250 THE REQUIRED :SIZE OF THE _OIl_. ABSORPTION SYSTEM IS: �q5'1�� E--° E. E-' F p --'d _ A THE LENGTH DIMENSION IS THE LENGTH CIN FEET:? OF THE TRENCH OR: DRHINFIELD. THE DEPTH OF A TRENCH OR PIT IS THE DISTANCE BETWEEN THE SURFACE OF" THE GROUND AND THE BOTTOM OF THE EXCAVATION (IN FEET. THERE IS NO _;ET WIDTH FOR TRENCHES. THE GRFVEL DEPTH IS: THE MINIMUM DEPTH OF GRAVEL.. BETWEEN THE OUTFALL PIPE AND THE BOTTOM OF THE EXCAVATION (IN FEET). T p=& PA E=": 0911=== _'L,= s' Es PERMIT i`PPL.ICANT HAS THE R:E=PONS•IBIL_ITY TO INFORM THIS DEPARTMENT DURING THE INSTALLATION INSPECTIONS OF ANY WELLS FIE?TRCENT TO THIS PROPERTY AND THE NUMBER: OF RESIDENCES THAT THE: WELL WILL. SERVE. -- -- -- A 91 Ca `° T PA =e F° E_ ED -T- 1 10 p^- You FA FT E p � F --a..— S_& 1 � _ EL g_'-:" — — — BHCKFIL_LING OF ANY SYSTEM WITHOUT FINAL INSPECTION AND APPROVAL BY THIS DEPARTMENT WILL BE SUBJECT TO PROSEC=UTION. MINIMUM DISTANCE BETdEEhl A WELL AND -,fl •dY 0N-» ;ITE SEWAGE DISPOSAL SYSTEM Is 100 FEET FOR H PR:IVA'CE WELL. OR 1 ,0A Ti 2§0 INT FROM H PUBLIC WELL DEPENDING UPON THE TYPE OF PUBLIC WELL. V_ MINIMUM DISTANCE FROM A PRIVATE WELL TO A PRIVATE SEWER LINE IS :25 FEET- AND TO R COMMUNITY SEWER LINE IS 75 FEET. OTHER REQUIREMENTS MAY APPLY. SPECIFICATIONS AND CONSTRUCTION DIAGRAM_=. ARE AVAILABLE TO INSURE PROPER INSTALLATION. r-Ec a_ : EE. p I E 3 E Imo_ _ - l "1 _ 0 v_l _ I C:ERTIF'Y THAI' i.: 1 AM FAMILIAR WITH THE REQUIREMENTS FOR ON-SITE SEWERS AND WELLS AS _,ET FORTH BY THE MUNICIPALITY OF ANCHORAGE. I WIL..L. INSTALL THE SYSTEM IN ACCORDANCE WITH THE CODES. ._: I UNDERSTAND THAT T.HE. ON --SITE ',EWER: SYSTEM MAY REQUIRE. ENLARGEMENT IF THE RESIDENCE IS REMODELED TO INCLUDE MORE THAN 4 BEDROOM_. SIGNED : __5wo? --------------- APPLICANT MR. F': MRS. 01. C. DECKER ISSUED B l V4. 0 825 "L" STREET ANCHORAGE, ALASKA 99501 (907)264-4111 GEORGE M. SULLIVAN, MAYOR D EPARTM ENT OF HEALTH AND ENVIRONMENTAL PROTECTION December 31, 1980 M.C. Decken Star Route A Box 29D Anchorage, Alaska 99507 Permit # 800528 Subject: Lot 26 Block 4 Valli Vue Estates Subdivision A permit issued by this department for well and/or sewer system has expired as of this date. Permits are issued on a calendar year basis, as stated on the permit, by authority of Municipal Ordinance. If you have drilled the well, a well log should be sent to this department to document the installation date. If an engineer inspected the installation of the on-site sewer system, please have them send us the as-builts for our files. If there are any further questions, please call this office at 264-4720. Sincerely, AQ/7), / I 4tA41 w Les N. Buchholz, R.S. Senior Environmental cialist LNB/ljw enc: Copy of Permit SWP/057 r-11.1 PA I I_= I F` I=I L— I T 9-0 ID F= F-1 I'_I I_: x'-11-7 F°'_' DEPARTMENT )��HEALTP-NND ENVIRONMENTAL;' OTECTir"( /J 125 STRF_E .. ANCHORAGE, AK. d nb 7 e r 264-472? ISI r-4 I T I= _ 1-= L -I E Fw 1_1 F� C3 6R. F=l MC t F= F" E_=nI _F I / PERMIT NO. 800528 ? 1 I L(,L.I �— �6LF� lC¢,P(OD�^0/VLP�.Y• APPLICANT M. C. DECKEN STAR ROUTE A BOX 29D 99507 44-7219 LOCATION 6261 WE=T TREE DR1VE LEGAL L 26 B 4 VALLI VUE ESTATES S/D LOT SIZE 22000 SQUARE FEET TYPE OF =OIL ABSORPTION SYSTEM IS: TRENCH MAXIMUM NUMBER OF BEDROOMS = 4 SOIL RATING (SO FT/BR)= ' _ THE REQUIRED SIZE OF THE SOIL ABSORPTION! SYSTEM IS: CAFEE F"TI—I= L_E=f-.IC�TI—I = atM 9:3F'"V I=I_ CtiEF•T"— THE LENGTH DIMENSION Itis THE LENGTH (IN FEET) OF THE TRENCH OR DRAIt-4FIELD. THE DEPTH OF A TRENCH OR PIT IS THE DISTANCE BETWEEN THE SURFACE OF THE GROUND AND THE BOTTOM OF THE EXCAVATION (IN FEET). THERE IS NO SET WIDTH FOR TRENCHES,. THE GRAVEL DEPTH IS THE MINIMUM DEPTH OF GRAVEL BETWEEN THE OUTFALL PIPE AND THE BOTTOM OF THE EXCAVATION (INd FEET). FP'E= RD. 1_I I F_EE Ca `=•EF'T I C= Tf=l "I� = = I =I== -2"!ff- C—D I:3F:�1_1.__s_IN— PERMIT APPLICANdT HAS THE RESPONSIBILITY TO INFORM THIS DEPARTMENT DURINaG THE INSTALLATIONd IN'SP'ECTIONS OF ANY WELLS ADJACENT TO THIS PROPERTY AND THE NUMBER OF RESIDENCES THAT THE WELL WILL SERVE. --- TIpII=I .. 2 __. III= F'Eo==T I ITIt I = n_E= -_F=C!U I F'EE� --- BACKFILLING OF ANY SYSTEM WITHOUT FINAL INSPECTION AND APPROVAL BY THIS DEPARTMENT WILL BE SUBJECT TO PROSECUTIONd. MINIMUM DISTANCE BETWEEN A WELL AND ANY ON—SITE SEWAGE DISPOSAL '_SYSTEM Is 100 FEET FOR A PRIVATE WELL OR 150 TO 200 FEET FROM A PUBLIC WELL DEFENDING UPON THE TYPE OF PUBLIC b1ELL. MINIMUM DISTANCE FROM A PRIVATE WELL TO A PRIVATE SEWER LINE IB 25 FEET AND TO A COMMUNITY SEWER LINE IS 75 FEET. OTHER REQUIREMENdTS MAY APPLY. _PECIFIC:ATIONS AND CONSTRUCTION DIA13RFIMS ARE A'vAILABLE TO INSURE PROPER INSTALLATION. F�EEF.M I T FEE1=° I F° - L'� E=-a_.:E-=ME_:E=IR' _z7-1 ::L! -I_ ID I CERTIFY THAT 1: I AM FAMILIAR WITH THE REQUIREMENT_: FOR ON—`ITE SEWERS AND WELLS AS SET FORTH BY THE MUNIC:IPALITs OF ANCHORAGE. 2: I WILL IN'_TALL THE SYSTEM IN ACCORDANCE WITH THE CODES. 2: I UNDERSTAND THAT THE ON—SITE SEWER SYSTEM MAY REQUIRE ENLARGEMENT IF THE RESIDENCE I_ REMODELED TO INCLUDE MORE THAN 4 BEDROOMS. SIGNED: ----------------------------------------- ClI L1Gi[ P� APPLICANT M. C. DECKEN ((��� ISSUED BY ------------------------------DATE 9__aa-_W ---- V4.0 _ hY 1_1 r -d I C:- I PAI_ I `T' , ID i = F -1 i'-.1'= Fi Cl F' 1 i 13 E. DgPARTMENT pnHEHLTF_F1'ID ENVIFONMENTAL .-RPTECTIC \^=TPEe 'ANCHORAGE, RK. 9`� 264-4720 • _ 1-IEi_L ArAc:• ro t a- I -r F--- _I --- 1•.IEF' F-" � F<rt I_ F PERMIT NO. C ) ='F�ICANT e 4 Q 4 fox ��9� A - IC:ATION (1 0641 -GRL / S �/ LOT SIZE2� D `QUARE FEET Z-07-,,16 tglK' ie ?PE OF SOIL ABSORPTION SYSTEM IS. !XIMUM NUMBER OF BEDROOMS = 41 SOIL RATING (50 FT/BR)= iE REQUIRED SIZE OF THE SOIL. ABSORPTION SYSTEM I S : E F• _T H.-- --------L E r a f=s -T H 17j�'t=t E L- C• F= P 7 H THE LENGTH DIMENSION IS THE LENGTH CIN FEET) OF THE TRENCH OR DRAINFIELD. THE DEPTH OF A TRENCH OR PIT IS THE DISTANCE BETWEEN THE SURFACE OF THE GROUND AND THE BOTTOM OF THE E:CAV TION CIN FEET). THERE I5 NO SET WIDTH FOR TRENCHES THE GRAVEL DEPTH IS THE MINIMUM DEPTH OF GRAVEL BETWEEN THE OUTFALL PIPE AND THE BOTTOM OF THE E{C:AVATION CIN FEET). -- EF -T- I �� f r�raF I 2-- EE /0� :RMIT APPLICANT HAS THE RESPONSIBILITY TO INFORM THIS DEPARTMENT DURING THE 45TALLATION INSPECTIONS OF ANY WELLS ADJACENT TO THIS PROPERTY AND THE 1MBER OF RE=_SIDENCES THAT THE WELL :BILL SERVE. --- T1 -d •' : _' > I r -d -E_'F i1=: -T" 117,r4 to FAF0E--- t E(:!1_1 I I<'E=C-• — --- iCKF I LL I NG OF ANY SYSTEM WITHOUT FINAL IN PEC:TION AND APPROVAL BY THIS :PARTMENT WILL BE SUBJECT TO PROSECUTION. NIMUM DISTANCE BETWEEN A WELL AND ANY ON-SITE SEWAGE DISPOSAL SYSTEM IS iii FEET FOR A PRIVATE WELL. OR 150 TO 200 FEET FROM A PUBLIC WELL DEPENDING 'ON THE TYPE OF PUBLIC WELL. �NIMUM DISTANCE FROM A PRIVATE WELL TO A PRIVATE SEWER LINE I" 25 FEET AND A COMMUNITY SEWER LINE IS 75 FEET. =LL LOGS ARE REQUIRED AND MUST BE RETURNED TO THE DEPARHIENT WITHIN 30 DAY THE WELL COMPLETION. HER REQUIREME_NT'S MAY APPLY. .SPEC:IFICATIONS AND CONSTRUCTION DIAGR'iM`_S ARE +RILABLE TO INSURE PROPER IN'TALLATION. F-EF'1.1 I -T- E P I F -:F=='= E-'E_-FF-IE:E= F'- _:1 . 1 f_+: 171 CERTIFY THAT I AM FAMILIAR WITH THE REQUIREMENTS FOR ON-SITE SEWERS AND WELLS AS '=ET )PTH BY THE MUNICIPALITY OF ANCHORAGE. I WILL INSTALL. THE SYSTEM IN ACCORDANCE WITH THE CODE_.. I UNDERSTAND THAT THE iN-SITE SEWER SYSTEM MAY REOU I RE ENLARGEMENT IF THE SIDENCE IS REMODELED TO INCLUDE MORE THAN 3 BEDROOMY, GNED .. -- ---- ------------------ HPPL.I C:AT j9? 41 (r�i - P6 f _.DED B'.' --- -• jl�� DriTE-pipAs --- pd- , GREA _.R ANCHORAGE AREA BORT GH X) Department of Environmental Quality 3330 C Street Anchorage, Alaska 99503 INSPECTION REPORT ON-SITE SEWAGE DISPOSAL SYSTEM NAME J-/0�� �l�,Qi MAILING ADDRESS ��� '� ��� �awe, / J J PHONE ; LOCATION V LEGAL DESCRIPTION Y vyw SEPTIC TANK: DISTANCE��,, ,�,, ,,,�,,,, �WI// `/"''� NUMBER OF f FROM WELL �//'' ,�ANUFACTURER &G6 / !MATERIAL COMPARTMENTS / INSIDE LENGTH INSIDE WIDTH LIQUID DEPTH LIQUID CAPACITYS00 GALLONS. TILE DRAIN FIELD: TOTAL LENGTH DISTANCE FROM WELL FOUNDATION NEAP/REST LOT LINE l� "�' OF LINES 3e ,r NUMBER OF LINES DISTANCE BETWEEN LINES NMTRENCH WIDTH2L" IN. TOTAL EFFECTIVE (j/� I ABSORPTION AREA /(" 0 SQ. FT. LENGTH OF EACH LINE I DEPTH OF FILTER / DEPTH: TOP OF TILE TO FINISH GRADE y MATERIAL BENEATH TILE_ _*7ABOVE TILE IN. WELL TYPE 4�(„'r'�/iN�- \ CONSTRUCTION DEPTH DISTANCE FROM: BUILDING NEAREST NEAREST SEPTIC SEEPAGE FOUNDATION LOT LINE , SEWER LINE , TANK , SYSTEM , CESSPOOL , OTHER SOURCES APPROVED DISAPPROVED REMARKS DISTANCES: DIAGRAM OF SYSTEM INSTALLED BY: SEWER LINE DEPTH: PIPE MATERIAL: LOT SLOPE: REMARKS: cc'a'&uU,;x r i Form EQ -032 DATE -/, 7SAPPROVED G.A.A.B. I NAME OF APPLICANT INSTALLATION LOCATION LEGAL DESCRIPTI^- INSTALLATION OF TYPE AND SIZE OF FINANCED THROU SOIL TEST RESUL COMPLETION DATE ANTICIPATE[ GRE, `.R ANCHORAGE AREA Bol, JGH PERMIT NO. ' DEPARTMENT OF ENVIRONMENTAL QUALITY _ 3330 "C" STREET ANCHORAGE, ALASKA 99503 TELEPHONE 274-4561 SEWAGE DISPOSAL SYSTEM — APPLICATION AND PERMIT ADDRESS a FINAL INSPECTION: 24 HOUR NOTICE REQUIRED. BACKFILLING OF ANY SYSTEM WITHOUT FINAL INSPECTION BY THE DEPARTMENT OF ENVIRONMENTAL QUALITY AUTHORITY WILL BE SUBJECT TO PROSECUTION. EPAGE AREA SIZE �U MINIMUM DISTANCES,REQUIREMENTS NC14 FOUNDATION TO ;114Rr FOUff N�D♦{ATION. TO SEEPA PIT DRAIN FIELD i��\ TO__T�C✓ SEPTIC TANK . SEEPAGE PIT DR2&� / TO NEAREST LOT LINE. WELL TO SEPTIC TANK �E}PAGE PIT u DRAIN FIELD O CONSIDER AREA WATER MAIN TO SEPTIC TANK . SEEPAGE PIT — DRAIN FIELD SEPTIC TANK, , SEEPAGE PIT . DRAIN FIELD 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. GRAVEL BACKFILL CONFORM TO BOROUGH REGULATIONS REGARDING INSTALLATION. Fla. c.,l _J•�t��� G.A.A.B. OR LICENSED DESIGNER I CERTIFY THAT I AM FAMILIAR WITH THE REQUIREMENTS OF GREATER DESCRIBED SYSTEM IS IN ACCORDANCE WITH SAID CODE. 9, 9s �� DATE APPLICANT'S SIGNATURE FORM NO. EQ -016 DIAGRAM OF SYSTEM RAGE AREA BOROUGH ORDINANCE NO. 28.68 AND THAT THE ABOVE r � G '" al ■ RAGE AREA BOROUGH ORDINANCE NO. 28.68 AND THAT THE ABOVE r � i n Cr 1r: if�i! ii l lr'L^o.,nl of Ii:vii miw-I,L,II ';;� �� � � {:1111 „�,� .l.rrl•L :;1111.5 I,()(; PI:Ii1)I.A I'1(1;J 'I I.:i l I' r I(Ol, I lur Timberline_ Homes I);'Lc I'crfurnir08-15-75 Lc 1,11 I c,, ril•Li ,n: Lot 26,Block 4, VaI1i Vtie:"sfate's� Anchorage, AK. Ili(•, luno rcinn�l�: :>ull:, Iu�I X 1'ercoldlirnt Leal. X �_ U^ p 111 Iecl 1 - Humus 2 ML 15 -ML 3 - SM 16 -ML I _ SM 5 _ ML 6 _ ML _ ML ML Q J + ML ML 1011 - ML�I 71 1 z - ML 13 - ML In '1y 14 ML WdS ground kid Ler encouoLcrcd? NO - - -- - ----- If vc5, at tv'11dL de;,Ll17 ---'- i', ddin'1 WLU (xo"s lilnr, !WL lime Uepl11 Lo Vhttor Uel 01.01' 6-0 -min-.---• - --- • - ------- � 16 I'orrnlali0o ral 64 m)Le. per inch ,Rrol'osed ill,, WI laliur: ec�logc I'iL Drain 1 irld U1:;1LIi of IiileL Im11LIi to boLL01n of piL or Lrcncl, COI If1LI11S: perc test. taken. at- depth_ of_eight-.feet. ALASKA .GEOLOGICAL _CONSULTANTS INC. — —Aug. 19, 1975 L r i t I By: . ..._...—... I' •r(nrnli l I • /% (1 1 f ..... aLr. Lot 26, Block 4 Depth in Feet From To 0.0' 1.0' 1.0' 2.5' 2.5' 11.5' 11.5'. 18.0' 18.0' 20.0' Bottom of Test Hole: Frost Line: Free Water Level: TABLE A W.O. #8585 Soil Description F-4, brown Peat, Pt, damp, soft F-4, brown, very sandy silt, ML, damp, stiff, NP IIS _13� F-4, tan, gravelly sandy silt, ML, I with a silty sand layer from 6.0RerC, to 7.01, damp, stiff, NP, maximum Particle size 61' ©F NFS/F-2, brown, slightly SP/SM, damp to saturated,smed mand, N �. density F-4, tan, sandy silt, ML, wet to sat- urated, NP 20.0' None Observed 1.7..0' Sample Depth L_ Type of - of S__ a_ mple Unified 1 2.5' G ML 2 5.0' G ML 3 7.5' G ML 4 10.0' G ML 5 12.5' G ML 6 15.0' G SP/SM 7 20.0' G ML o . SERVICE CONTRACT MULTI-FLO WASTEWATER TREATMENT PLANT THIS AGREEMENT MADE AND ENTERED into this a3 day of by and between the user of a multi-flo wastewater plant and _ the servicer, W I T N E S S THIS AGREEMENT is executed concurrently by the user and the dealer service manager at the time of installation. The dealer covenants and agrees t g o furnish twenty-four (24) months service on the user's waste treatment plant from date of installation. Theurchaser-us p er covenants and agrees by the presents to, and does hereby contract with to servic6 the user's waste treatment plant upon expiration of the dealer's aforesaid free service period of twenty-four (24) months. The user understands by signing this agreement that the user accepts: responsibility for the service after the dealer free service period, and also understands the necessity and responsibility for the service requirements that are advised by the dealer. Lok UW& `J z., � ' � 1 Service Contract Continued 4 Page . Two t This service guarantees to make two (2) service and inspection calls per year at regular intervals and to respond promptly to any emergency calls for repair service. Unscheduled emergency or service calls not due to malfunction of or defective sewage treatment units shall be paid for by ( the sewage. treatment plant owner. Although the regular service and inspection calls during the ` first twenty-four (24) months of installation will be free to the sewage treatment plant owners, ( the sewage treatment plant owner shall be required to pay the Service Contractor's road time for ' travel on anaveragescale computed by averaging road time costs for the number of plant customers in the area of the service call. Inspection service calls will include the following: 1. An effluent quality inspection consisting of a visual check for color and examination for odors.' 2. Adjustment and servicing of any mechanical and electrical components that are out of order. ' 3. Backwashing of filter media or replacement of filter media with previously washed filters. 4. Periodic sampling, twice a year if necessary, of the effluent quality, and of the settled solids in the aeration tank. Any additional work necessary will be done upon written authority from the homeowner and at additional charge. Service from ) O —.2-3 " 7-5,— MONTH - DAY - YEAR Service Call Cost $25.00 per call plus travel charges, if any. Customer's Name and Address ?� 42• !✓).fit-GLlinne�7- DATE ATURE Mr. M.C. Decker 6261 West Tree Drive Anchorage, Alaska I Re: Adequacy Test on Existing Sanitary Sewer System; Consisting of a Multi -Flo Unit with a Leach Field; Lot 26, Block 4, Valleyview Sub- division, Anchorage, Alaska. Dear Mr. Decker: The following is our invoice for professional services rendered on the above referenced project. CProfessional Services Invoice No. 051001-76 $300.00 Total Invoice No. 76 $300.00 Please note our invoice number on your remittance. Should you have any questions concerning this invoice, please contact me or the Project Manager, Mr. Richard Giessel. Thank you, R&M CONSULTANTS, INC �^ yDpTE 7}==[' �yyyygg5� No. f : ��✓ o��c�'l t' 1 L e '.� pDDRE55 i) v 3_. C. J'. Parisena Anchorage Office Manager 1. i. IF - - - ceou FOR an�a CJP/j/iea io�venlu r+ ANCRONAGE V.1"Rt" INS IVNEAV VALDEL ' -yam WASILLA 1 R&M CONSULTANTS. INC. sozu COHooVA v oGx u0al a nNcrwRwGE. ALnsKn 9vc3 a nN, 9u T2]9 .a03 TLx. 000-xsaco NEERs fiE OIGG"STS LYNNERS SVR VEYGRS September 26, 1980 R&M No. 051001-76 Mr. M.C. Decker 6261 West Tree Drive Anchorage, Alaska I Re: Adequacy Test on Existing Sanitary Sewer System; Consisting of a Multi -Flo Unit with a Leach Field; Lot 26, Block 4, Valleyview Sub- division, Anchorage, Alaska. Dear Mr. Decker: The following is our invoice for professional services rendered on the above referenced project. CProfessional Services Invoice No. 051001-76 $300.00 Total Invoice No. 76 $300.00 Please note our invoice number on your remittance. Should you have any questions concerning this invoice, please contact me or the Project Manager, Mr. Richard Giessel. Thank you, R&M CONSULTANTS, INC �^ yDpTE 7}==[' �yyyygg5� No. f : ��✓ o��c�'l t' 1 L e '.� pDDRE55 i) v 3_. C. J'. Parisena Anchorage Office Manager 1. i. IF - - - ceou FOR an�a CJP/j/iea io�venlu r+ ANCRONAGE V.1"Rt" INS IVNEAV VALDEL ' -yam WASILLA Mr. M.C. Decker 6261 West Tree Drive Anchorage, Alaska 99507 S Re: Adequacy Test on Existing Sanitary Sewer System; Consisting of a Multi -Flo Unit with a Leach Field; Lot 26, Block 4, Valleyview Sub- division, Anchorage, Alaska Dear Mr. Decker: Per your request of September 22, 1980, Dan Cooper of R&M Consultants conducted a test of the sanitary sewer system on the above described C' property. The test indicates acceptance rates determined under conditions at the time tested. Actual system performance over long periods of time depend on factors which cannot be evaluated by this test thus our office cannot warrant the suitability or fitness of the system for either an extended period of time or for user demand in excess of' -the expected flow noted herein. Factors affecting system performance include: ° Actual use demand on the system; ° Flucuations in groundwater levels; ° Physical conditions of the septic system, leach field, trench or seepage pit and soil. Studies indicate leach fields, trenches and pits have a life expectancy of ten to twelve years under optimum conditions. All septic systems have a finite hydraulic loading capacity which can be expected to decrease with time. ANCHORAGE 11.11.ANNS IUNEAV VALDE2 WASILLA 1 RSM CONSULTANTS. INC. 5021 COROOYA • 00% 6007 • ANCHORAGE. ALASKA 99502 • PH. 907'2I9'01 93 • T4%. 09045J60 GEOLOCISTs SVRVEVORS September 26, 1980 R&M No. 051001-76 Mr. M.C. Decker 6261 West Tree Drive Anchorage, Alaska 99507 S Re: Adequacy Test on Existing Sanitary Sewer System; Consisting of a Multi -Flo Unit with a Leach Field; Lot 26, Block 4, Valleyview Sub- division, Anchorage, Alaska Dear Mr. Decker: Per your request of September 22, 1980, Dan Cooper of R&M Consultants conducted a test of the sanitary sewer system on the above described C' property. The test indicates acceptance rates determined under conditions at the time tested. Actual system performance over long periods of time depend on factors which cannot be evaluated by this test thus our office cannot warrant the suitability or fitness of the system for either an extended period of time or for user demand in excess of' -the expected flow noted herein. Factors affecting system performance include: ° Actual use demand on the system; ° Flucuations in groundwater levels; ° Physical conditions of the septic system, leach field, trench or seepage pit and soil. Studies indicate leach fields, trenches and pits have a life expectancy of ten to twelve years under optimum conditions. All septic systems have a finite hydraulic loading capacity which can be expected to decrease with time. ANCHORAGE 11.11.ANNS IUNEAV VALDE2 WASILLA M.C. Decker September 26, 1980 Page 2 ' Because the house on the lot is occupied, we assume that the leach field was at its normal degree of saturation. During this test the liquid level in the multi-flo unit was monitored as water was added to the system. The measure- ments are summarized in the following table: FIRST DAY Date: September 23, 1980 Water Added To Multi -Flo Unit. Liquid Level Measurements Taken From Top Of Multi -Flo Unit. TIME GALLONS TOTAL LIQUID ADDED GALLONS LEVEL 3:47 0 0 4.2' 3:54 50 50 3:55' 4:00 50 100 3.45' 4:06 50 150 3.4' 4:12 50' 200 3.4' 4:18 50 250 3.4' 4:24 50 300 3.4' 4:30 50 350 3.4' 4:36 50 400 3.25' 4:42 50 450 3.25' 4:48 50 500 3.15' 4:54 50 550 3.0' 5:00 50 600 3.0' 5:06 50 650 3.1' I e M.C. Decker September 26� 1980 Page 3 ' Date: September 24, 1980 TIME SECOND DAY GALLONS TOTAL LIQUID ADDED GALLONS LEVEL I 3:35 3:44 4:25 4:31 3:49 3:54 4:00 4:06 4:13 4:19 4:37 4:43 C. 4:49 4:54 Date: September 25 , 1980 0' 0 4.2' 50 50 3.4' 50 400 2.6' 50 450 2.6' 50 100 3.1' 50 150 2.95' 50 200 2.75' 50 250 2.6' 50 300 2.6' 50 350 2.6' 50 500 2.6' 50 550 2.6' 50 600 2.6' 50 650 2.6' THIRD DAY - Septic Tank Level 4.2'. The meter used during the test was a Rockwell 5/8" standard water meter which had previously been calibrated by R&M Consultants, Inc. The total daily load for the four bedroom residence is six -hundred (600) gallons; surge capacity is four -hundred and eighty (480) gallons. The Municipality requires the system to accept a surge capacity of 800 of the total daily load at a rate of ten (10) gallons per minute, tested for a two day period and to accept the total daily load plus fifty (50) gallons in twenty-four (24) hours. M.C. Decker u• September 26; 1980 Page 4 Failure Criteria is as follows: 1. Water rises excessively in multi-flo unit at or before 800 of total load added. 2. Effluent overflowing system. 3. Water level does not return to within one inch of static level. S / During both days of testing, the system accepted six -hundred and fifty (650) gallons in seventy-nine (79) minutes, and had returned to the original static level by the next day. We therefore conclude that the system is disposing of effluent at an adequate rate for a typical four bedroom residence. We appreciate this opportunity to be of service to you. Please contact us if Cyou have any questions concerning this test or if we can be of additional service. Very truly yours, R&M CONSULTANTS, INC. l ' 4 Zia Richard S. Giessel Staff Engineer RSG/j/atsim s: l zp'�C_ September 19, 1975 u WO 8585 Mr. Carl Pruett Valli-Vue Estates P.O. Box 4-1141 Anchorage, AK 99509 Re: Addendum to Subsurface Igation for On-site Sewer Systems Lots 26 27, 28, 29 & 30 Blk 4 Valli-Vue Estates Dear Mr. Pruett: As instructed, we drilled a test hole on Lot 26, Block 4, Valli-Vue Estates. It was located approximately 10 feet from the test hole previously drilled, as described in our report dated September 8, 1975. The purpose of this test hole was to get a percolating rating for the silt material alone. The test hole was placed and logged as previously described in our letter of September 8th. The percolation rate for the hole was 30 minutes per inch. Using the data contained in Table A -- "Area Requirements for Individual Residences" on page 8, of the "Manual of Septic Tank Practice", published by the U.S. Department of Health, Education & Welfare, the absorption area requirements per bedroom for seepage pit placed in this material is 250 square feet. We hope this data used with the data and our previously transmitted letter of September 8, 1975 will he sufficient for your present needs. If we can be of further service or help, please do not hesitate to contact us. Yours very truly, ALASKA TESTLAB Melvin R. Nichols, CE Laboratory Supervisor MRN: mm oe cc Rolf Strickland y ` SUBJECT R MAN r /1 / , Ltai 2 e� AC. -4:t_iik — e44e 43 Redi9"OD 45 472 Poly Pok (50 sets) 4P472 SEND PARTS 1 AND 3 WITH IBONNNTACT - PART 3 WiLt BE RMRNED WITH REPLY. L� exact and the silt contents listed were estimated. All five (5) of the test holes drilled showed a considerable amount of silt to a depth of 10.0 to 15.0 feet below the ground surface. Therefore the holes were all taken to a depth of 20.0 feet below the ground surface. On Lots 28, 29 and 30 no water table was encountered for the full depth of the test hole. These holes were filled with water, let set over night, refilled and monitored. Over a period of 1-1/2 hours, the percolation rate for Lot 28 was 2.8 minutes per inch; the percolation rate for Lot 29 was 5.5 minutes per inch and the percolation rate for Lot 30 was 3.3 minutes per inch. Using the data contained in Table A "Absorption Area Requirements for Individual Residences" on page 8, of the "Manual of Septic Tank Practice", published by Mr. Carl Pruett Page 2 September 8, 1975 the U.S. Department of Health, Education and Welfare, the absorp- tion area requirements per bedroom for a seepage pit placed in the material represented by these test holes would be 100 square feet, 130 square feet and 115 square feet for Lots 28, 29 and 30, respectively. We would like to point out, that though these percolation rates are for the entire hole being percolated, �t is our feeling, that most of the colation took lace in the more materia s below We would therefore recommend that _ -.,. the above mentioned absorption requirements be utilized only if the seepage pits are placed down in the more granular strata. If this is not done, a more.conservative value for the absorption area requirements should be utilized. On Lot 26/ the water table was encountered at 17.0 feet, while on Lot 8;the water table was encountered at 15.0 feet. Recogniz- ing a`fiie Greater Anchorage Area. Borough; Department of Environ- mental Quality will not allow the bottom of a seepage pit to be any closer to the water table than 4.0 feet, we redrilled a hole adjacent to the existing test holes on Lot 26 and 27 to a depth of 4.0 feet above the water table - - - f3.0 feet on Lot 26 and 11.0 feet on Lot 27. These second test holes were filled with water, left to saturate.:. over night, refilled and percolated. This was done on September 4, 1975. The percolation rate for Lot 26 was 5.0 minutes per inch while the percolation rate for Lot27 was 6.7 mine uts per inch. Again utilizing the published data previously referenced, the. absorption area requirements for a seepage pit placed on Lot 26 would be 12S square feet per bedroom while the absorption area requirements on Lot 27 would be 175 square feet per bedroom. It is our feeling that the absorption area requirements listed in the above paragraph for Lots 26 and 27 are probably a little low. The bottom of each test hole on the lots just did penetrate a more granular layer below the silt (see the test hole logs). The high percolation rates may be a reflection of this granular material in the bottom of•the holes. With this in mind, it would be prudent to use a more conservative value for the absorp- tj_Qn._ar&A requirements on both lots. We would suggest a value more on the order of 250 square fee�--per—brrdrmm Also, we would like to note that the values for the water table listed on the logs are for the date of exploration only. The. water table will fluctuate with seasonal and climatic changes. Mr. Carl Pruett Page 3 September 8, 1975 We hope that this information is sufficient for your present needs. If we can offer any clarification or be of further service or help to you, please do not hesitate to contact us. Very truly yours, ALASSK�A� TTEES�TLAB /J Melvin R. Nichols C.E. Approve 4 Laboratory Supervisor Harry R. Lee, P.E. MRN/HRL/vms Nay �✓ ° V P •• r • � 23 ao 30 Vfy/� 43 MAT&'. TEST N NvsZ.es {.}aLE GA7jNS Np9 y0.5/"E ZOO }� h 0 / \20 r) 167 / Y rT, L22 v28 - v v Nna 00 rri I ; rr, j2//.-� g� 5y��r yt .Nno/ee.t> i Q-,_,— 0�5ss--p.iapFzOr - TEST ! I (moo ° k,. ed I •+ IQ _ i w NN,I .20 r �� o i� X29 Il N/o,z'•g5"6 1: A on . o so 26ko >a• , �>. ti w 3o I. • NpO/3d.OZ 0 /9 25. 2 °� 24 1 �1 00 o BB L• - c\� . 9� Bt N p2 d B 9 bNa boa e / x.09 I /8 /b c q o c l.j 10 � 9j c2 7-a,7 70 D.r i v e_ o N 7 1 yI+°B, zs c. z4/. sG i 8 NJ to 0. Zs u io[.�o �. •�' L---—_/o4U/i/. SnSfrovl/Li9b/Gojo S �o�` F1y op. i/j�181 9' I ooh y /O o..e� `� 7 oli Ie .Dm /V Vv J p 9/ I_-- - OI6 m m N � qZs r�ejy a 0010 _ io Uf./7Eoseme�f /5 g °v ��o oo•oo_ I4 �G 71 s z c. I ti N 0 InI /4 a; rC 12 Io of Municipality of Anchorage Development Services Depart^'^^41- Building Safety Division On -Site Water ti Wastewater Program 4700 Bragaw Street P.O. Box 196650 Anchorage, AK 99519.6650 www.muni.org/onsite (907)343-7904 CERTIFICATE OF ON-SITE SYSTEMS APPROVAL FOR A SINGLE FAMILY DWELLING Parcel I.D. �� �5 ���' a� COSA# HA M D 0 a y 1. GENERAL INFORMATION Expiration Date: Complete legal description VALLI VUE ESTATES 12: BLOCK 4, LOT 26 Community On-site ❑ Location (site address) 6261 WEST TREE DRIVE, ANCHORAGE AK. 99507 Current Property owner(s) STACEY TUCKER Day phone 317-0664 Mailing address 6261 WEST TREE DRIVE *ANCHORAGE, AK 99507 Lending agency Day phone Mailing address Real Estate Agent Day phone Mailing address Unless otherwise requested, COSA will be held by DSD for pickup. 2. NUMBER OF BEDROOMS: 4 3. TYPE OF WATER SUPPLY: Individual Well ❑ Individual Water Storage ❑ Community Class A Well 0 Public Water System ❑ TYPE OF WASTEWATER DISPOSAL: Individual On-site Individual Holding tank ❑ Community On-site ❑ Public Sewer ❑ The Municipality of Anchorage Development Services Department (DSD) Issues Certificates of On -Site Systems Approval (COSA) based only upon the representations given in paragraph 4 by an independent professional civil engineer registered in the State of Alaska. Certificates of On -Site Systems Approval are required for the transfer of title (except between spouses) for properties served by a single-family on-site wastewater disposal and/or water supply system. DSD also issues COSAs upon request to homeowners. Certificates of On -Site Systems Approval are valid for 90 days from the date of issue for properties served by a private or Class C well and may be reissued with new water 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 engineers work. 4. STATEMENT OF INSPECTION BY ENGINEER As certified by my seal affixed hereto and as of the validation date shown below, I verify that my investigation, based on procedures outlined in the 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 (les 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 Finn GARNESS ENGINEERING GROUP, Ltd. Phone Address 3701 E. TUDOR ROAD, SUITE 101 • ANCHORAGE, AK 99507 Engineer's Printed Name JEFFREY A. GARNESS, P.E. Engineer's Comments: In conducting this evaluation, GEG, LtO. attempted to provide a thorough, conscientious engineering analysis of the system in accordance with ADEC and MOA DSD Guidelines & Regulations. The reported results described the performance of the system under the conditions encountered at the time of the test, and separation distances measured to readily identifiable features. The operational life of all wells and septic systems depend on the local soils condition, groundwater levels that may fluctuate during the year, and the water usage of the family being served by the system. These conditions are outside the control of the evaluator of the system. Satisfactory test results do not guarantee future performance of the system, nor do they guarantee that there are no hidden defects or encroachments. GEG, LTD. can therefore not provide any warranty or future estimate of how long the system will continue to moot the operational requirements of the ADEC or MOA DSD. The content ofthis report is for the solo benefit of the owner listed above. Any reliance upon or use of this report by any other person or party is not authorized, nor will it confer any legal right whatsoever. 5. DSD SIGNATURE Approved for 4 bedrooms. Disapproved. 337-6179 Date !I 2-coq Conditional approval for bedrooms, with the flowing stipulations: Attachments: COSA Checklist Septic System Advisory Well Flow Advisory Nitrate Advisory Arsenic Advisory Maintenance Agreements Supplemental Engineer's Report Other By: (Rev 11105) J79*05 ness: �\P��ZY OFgN�;yo • ON-SITE • • "G7 WATER AND WASTEWATER : _= PROGRAM Original Certificate Date: _2 —7— 03 Municipality of Anchorage Development Services Department \ Building Safety Division On -Site Water 6 Wastewater Program 4700 Bragaw Street P.O. Box 196650 Anchorage, AK 99519-6650 www.muni.org/onsite (907)343-7904 CERTIFICATE OF ON-SITE SYSTEMS APPROVAL CHECKLIST Legal Description: VALLI WE ESTATES #2; BLOCK 4, LOT 26 Parcel ID:O / A. WELL DATA Well type COMMUNITY Date completed Total depth ft. Date of test Static water level Well production WATER SAMPLE If A, B, or C provide PWSID# 210605 Well Log Sanitary seal (Y/N)— Cased to ft. FROM WELL LOG Coliform colonies/100 ml. Nitrate mg./L. A enc: ug./L. Date of sample: _ B. SEPTIC/HOLDING TANK DATA Tank Type/Material S.T.E.P/STEEL Tank size 1500 gal. Number of Compartments 2 Foundation cleanout (Y/N) YES Depression over tank (Y/N) NO Date of pumping NEW Pumper Wires properly protected (Y/N Casing height (ab round) in. ATI CTION 9.p -m. Other bacteria colonies/100 ml. Collected by: Date installed 6/27-30/08 Cleanouts (Y/N) YES High water alarm (Y/N) YES C. ABSORPTION FIELD DATA FBELOW EXISTiNG GRADE 6/12-15/92. 10/14/1965 0.3,159 Date installed 6/27-30/08 Soil rating .p.d./ 'o/bd 2 System type TRENCH 35,64 10,5 Length 26 ft. Width 2•� ft. Gravel below pipe 6.02 ft. 14.9 700,640 YESYES NO Total depth 10 ft. Eff. absorption area 3133 ft' Monitoring tube YES Depression over field NO 1992 TRENCH,1985 TRENCH Date of adequacy test NEW Results (Pass/Fail) PASS For 4 bedrooms Fluid depth in absorption field before test = in. Water added=gal. New depth =in. Elapsed Time: = min. Final fluid depth = in. Absorption rate >= — g.p.d. Any rejuvenation treatment (past 12 mo.) (YIN & type) NONE KNOWN If yes, give date — D. LIFT STATION Date installed 6/27-30/08 Size in gallons 1500 Manhole/Access (Y/N) YES "Pump on" level at TIMER in. "Pump off level at TIMERin. High water alarm level at 44" in. Datum BOT Cycles tested NEW Meets alarm & circuit requirements? YES E. SEPARATION DISTANCES SEPARATION DISTANCES FROM WELL ON LOT TO: Septic tank/lift station on lot Absorption field on lot Public sewer main Sewer /septic service On adjacent On adjacent lots Holding tank COMMUNITY WELL manhole/cleanout areas Manure/animal excrete storage areas SEPARATION DISTANCES FROM SEPTIC/HOLDING TANK ON LOT TO: Building foundation 5'+ Property line 10'+ Absorption field 5'+ Water main 10+ Water service line 10'+ Surface water +60'+ Wells on adjacent lots 200'+ SEPARATION DISTANCE FROM ABSORPTION FIELD ON LOT TO: Property line ++5'+ Building foundation 10'+ Water main 10'+ Water service line 10'+ Surface water +60'+ Driveway, parking/vehicle storage 0' Curtain drain NONE KNOWN Wells on adjacent lots 200'+ F. COMMENTS + WR X080031 + G. ENGINEER'S CERTIFICATIONOr ��....... I certify that 1 have determined through field inspections andp e 4 ! Y review of Municipal records that the above systems are in p"""' .. .. ' "" ""' conformance with MOA COSA guidelines in effect on this date................... .J fr s.� Engineer's Printed Name JEFFREY A. GARNESS Q CE 79:i Date f 20'D�j OQ4 .s •.,ff Zp�3 OCI'loQ41- •J COSA Fee S °i%O� Waiver Fee $ Date of Payment yT 11 �7 % Date of Payment Receipt Number 13 9 H S Receipt Number (Rev. 11/05) d o e W Q U U) C. O r 40�� Ao G O (D N O J w a� n a O 8 L'0£ R.2p6 p0 �.9T .69 c� d' M60.S0.00N / co 3AU: 332-11S3M 1 Q uanics'r"r/AeroCclrrm Advance Wastewater Treatment Routine Maintenance Service Report Fall 2008 Renort date: Anril 21. 2009 Unit #: 40 Legal Description: Valli Vue Estates 42 lot 26, BLK 4 Street: 6261 Wes Tree Home owners name(s): Stacy and Jill Tocken Home owner mailing address: 6261 West Tree City, State Zip: Anchorage, AK 99507 Start-up date of unit: 1 7/08/08 Service contract current: I No — uao■.c GAevits5 Etta. �EF1G dC� Service contract ending date: I V year warranty ending 7/08/09 Date(s) of Routine Service: 10/24/08 Dates of repairs/non-routine service dates: none noted since fall 2008. This report is to inform you that your Quani&r"'/AeroCelrrM advanced wastewater treatment system is working within normal parameters. The following items were noted during routine service: Timers adjusted: No. Auto dialer working (phone line connected with phone service): Yes Orifices clean: Orifices were not clogged — cleaning not necessary Pumping needed: No Floats adjusted: No Drain field levels: Good, all Monitoring Tubes dry Filter Plates: new system - cleaning not necessary Quanics7m/AeroCelrr" Service Provider: E L C1I-,1 I C.—..t1 TECHNICAL SERVICES Thank you, Jo y Maus EMM Technical Services LLC P.O. Box 672235 Chugiak, AK 99567 Phone/Fax 907-688-0395 Note: Copies of Service Reportwill be made available to the Municipality of Anchorage Development Services Department On -Site Water & Wastewater Program upon request. ADVANCED %%'ASTF.WATER TREATMENT SYSTEM MAINTENANCE. AND REPAIR AGREEMENT MEMORANDUM OF UNDERSTANDING BETWEEN MUNICIPALITY OF ANCHORAGE AND AC( MSTCt-0NG THIS MEMORANDUM OF UNDERSTANDING made and entered into as of this 2I Day of of 20�by and between A{nllF��l' 1 herein the "OWNER," and the Municipality of Anchorage, herein the "MUNICIPALITY." In consideration of the mutual covenants contained herein, the parties to this Memorandum of Understanding agree as follows: 1. ADVANCED WASTENYATERTREATAfENT SYSTEMS. Municipality grants permission to Owner to utilize and operate an Advanced Wastewater Trca1tment System (AW'W'TS), descritxd as a(� n iC S Arta[ e I (located at VuO; Ut e- 6J, j- �L 139 L a C .,Anchorage. Alaska. 2. Definitions. A. Alteration. Any change to the design or function of an AWWTS that Includes the installation or removal of any parts, components or pieces not included in the original construction permit and design. Prior to performing any alterations to an AWWTS the owner must obtain a Wastewater Disposal System Construction Permit from the Municipality pursuant to Anchorage Municipal Code (hereinafter, "A1( .") 15.65. D. Certificate of On -Site Systems Approval. An approval by the Municipality of existing water and wastewater disposal systems given at the time of property sale and title transfer in accordance with AMC 15.65. These approvals certify that the systems are adequate for the homes that they support and meet the codes that were in place at the time of system construction. C. Damage. Any man-made or natural change in a system that would inhibit the system from performing as designed. D. Maintenance and Repair. The scheduled and as needed replacement of existing parts, components and pieces of an AWWTS that were included in the original design which would allow the AWWTS to continue to perform as designed. E. Permit (Construction) An On -Site Wastewater Disposal System Construction Permit as defined by AMC 15.65. F. Permit (Operating) An Advanced Wastewater Treatment System Operating Permit. An annual permit, issued by the Municipality, that allows the Owner to operate an AWWTS, upon meeting all the requirements of this agreement, the conditions of Operating Permit, the requirements of the On -Site Wastewater System Construction Permit and all relevant provisions of AMC 15.65 3. Fee. Owner shall pay to Municipality an annual fee of 0 (S 0 .00), payable on or before the issuance of the operating permit and annually thereafter. The annual fee is due on or before the anniversary date of the approval by the Municipality of installed system. 4. Term. The term of this Memorandum of Understanding shall be for the life of the A W N%'TS. The tens begins on the date of approval by the Municipality of the installed system and shall continue while the AWYkTS system is in use or operational or until the property is sold or title is transferred by owner and a new certificate of On -Site approval is issued to the new owner or transferee of the property. S. Alterations, Installation and Removal of Additional Equipment. Owner agrees not to make any alterations, removal of parts or additions to the AWRTS without a Construction Permit from the Municipality. 6. Maintenance and Repairs. A. Throughout the term of this Memorandum of Understanding, the Owner shall maintain AW%'rS in good repair. In addition, it shall be the responsibility of the Owner during the tens of this Memorandum of Understanding, and any extensions or renewals thereof, at the owner's sole expense, to pay for any and all: (1) repair(s), (2) maintenance, (3) adjustment(s), (4) replacement costs, and (5) inspection costs. Further, Owner agrees to comply will all applicable ordinance, laws, regulations, rules and orders for the AWATS. B. Owner agrees to provide the Municipality a written schedule of routine maintenance and repairs which have been performed on the system pursuant to the terms and conditions contained in the Owner's AWRTS Operating Permit. This schedule shall be submitted to the Municipality annually upon the renewal of the permit. The schedule of maintenance and repair contained in the Owner's A%%'RTS Operating Permit is: TL-)iCe A'VCD e— C. Owner acknowledges that the fine schedule for failing to maintain and repair an AWWTS arc codified in AMC 14.60. D. Owner agrees that only maintenance, repair personnel certified by the Municipality will inspect and make any necessary maintenance. repairs or permitted alterations to the system. E. Owner agrees to grant the Municipality reasonable access to test and inspect the AWWTS upon 24 hours written notice. F. Owner agrees that any sale or transfer of title of the property will not occur without a new Certificate of On -Site Systems Approval. G. Owner agrees that the relevant provisions of the standard specification guidebook for AW WTS is the governing professional guidelines for the construction, maintenance and repair of the Owner's AWRTS. 7. Nonwaiver. The failure of either party at any time to enforce a provision of this Memorandum of Understanding shall in no way constitute a waiver of the provisions, nor in any way effect the validity of the Memorandum of Understanding or any part hereof, or the right of such party thereafter to enforce each and every provision hereof. S. Amendment. A. This Memorandum of Understanding shall only be amended, modified or changed by a writing, executed by authorized representatives of the parties, with the same formality of this Memorandum of Understanding was executed and such writing shall be attached to this Memorandum of Understanding as an amendment. B. For the purposes of any amendment modification or change to the terms and conditions of this contract, the only authorized representatives of the parties are: Owner: �fita,��r��s►s, Anchorage: Purchasing Officer C. Any attempt to amend. modify, or change this contract by either an unauthorized representative or unauthorized means shall be void. 9..IurMiction: Choice of Law. Any civil action arising from this Memorandum of Understanding shall be brought in the Superior Court for the Third Judicial District of the State of Alaska at Anchorage. The laws of the State of Alaska shall govern the rights and obligations of the parties under this Memorandum of Understanding. 10. Severability. Any provisions of this Memorandum of Understanding decreed invalid by a court of competent jurisdiction shall not invalidate the remaining provisions of the Memorandum of Understanding. OWNER: Ely 7���A;�g- Date: Z 1 09 MUNICIPALITV: By: Title: Date: STATE OF ALASKA ) ss. THIRD JUDICIAL DISTRICT ) The forcgojV& instrument was acknowledged before me thisf_ day of d/ 20 — , by DkO l6 L AGSM. Cr C,, _ NOTARY PUE3LIC FORALAS 'A My Commission expires: 4 STATE OF ALASKA NOTARY PUBLIC M. Talbert I tY Comrr s:on 6r ra, Feb. 14.2011 Municipality of Anchorage Development Services Department Building Safety Division On -Site Water 8 Wastewater Program 4700 Bragaw Street P.O. Box 196650 Anchorage, AK 99519-6650 www.muni.org/onsite (907) 343-7904 CERTIFICATE OF ON-SITE SYSTEMS APPROVAL FOR rASINGLE FAMILY DWELLING Parcel I.D. 615-312 — 4 /��COSA# 6citby q 1. GENERAL INFORMATION Expiration Date: I7% — D Complete legal description Location (site address) Current Property owner(s) Mailing address Lending agency Mailing address Real Estate Agent Mailing address VALLI VUE ESTATES A2' BLOCK 4, LOT 26 6261 WEST TREE DRIVE ANCHORAGE AK, 99507 JOEL BOBO Day phone 206-499-5005 P.O. BOX 220694 ANCHORAGE AK. 99522-0694 Day phone JOEL ADAM W/ COLDWELL BANKER Day phone 441-5635 3000 CENTRE STREET STE 101, ANCHORAGE AK, 99503 Unless otherwise requested, COSA will be held by DSD for pickup. 2. NUMBER OF BEDROOMS: 4 3. TYPE OF WATER SUPPLY: Individual Well ❑ Individual Water Storage ❑ Community Class A Well Public Water System ❑ TYPE OF WASTEWATER DISPOSAL: Individual On-site E Individual Holding tank ❑ Community On-site ❑ Public Sewer ❑ The Municipality of Anchorage Development Services Department (DSD) Issues Certificates of On -Site Systems Approval (COSA) based only upon the representations given in paragraph 4 by an independent professional civil engineer registered in the State of Alaska. Certificates of On -Site Systems Approval are required for the transfer of title (except between spouses) for properties served by a single-family on-site wastewater disposal and/or water supply system. DSD also issues COSAs upon request to homeowners. Certificates of On -Site Systems Approval are valid for 90 days from the date of issue for properties served by a private or Class C well and may be reissued with new water samples. (Certificates may be reissued for a period of up to one year with valid water samples.) Certificates are valid for one year for properties served by Class A or B wells or a public water system. The Municipality of Anchorage is not responsible for errors or omissions in the professional engineer's work. 4. STATEMENT OF INSPECTION BY ENGINEER As certified by my seaNfixed hereto and as of the validation date shown below, I very that my investigation, based 6nFpilecedures outlined in the Certificate of On -Site Systems Approvall'vi�elines for this application, shows that the on-sitekter 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 riles and from my investigation and inspection,' the on-site water supply and/or wastewater disposal system is(are) in compliance with all applicable Municipal and State codes, ordinances, and regulations in effect at the time of installation. Name of Firm GARNESS ENGINEERING GROUP, Ltd. Phone Address 3701 E. TUDOR ROAD, SUITE 101 • ANCHORAGE, AK 99507 Engineers Printed Name JEFFREY A. GARNESS, P.E. Engineers Comments: In conducting this evaluation, GEG, LtD. attempted to provide a thorough, conscientious engineering analysis of the system In accordance with ADEC and MOA DSD Guidelines 6 Regulations. The reported results described the performance of the system under the conditions encountered at the flme of the test, and separation distances measured to readily idontifiable features. The operational life ofalt wells and septic systems depend on the local soils condition, groundwater levels that may fluctuate during the year, and the water usage of the family being served by the system. These conditions are outside the control of the evaluator of the system. Satisfactory lost results do not guarantee future performance of the system, nor do they guarantee that there are no hidden defects or encroachments. GEG, LTD. can therefore not provide any warranty or future estimate of how long the system will continue to meet the operational requirements of the ADEC or MOA DSD. The content of this report Is for the sole benefit of the owner listed above. Any reliance upon or use of this report by any other person or party is not authorized, nor will It confer any legal right whatsoever. 5. DSD SIGNATURE _[�Approved for bedrooms. Disapproved. Conditional approval for bedrooms, with the (Mowing Attachments: COSA Checklist Septic System Advisory Well Flow Advisory L� 337-6179 Date D S .OFf VZ cy, ON-SITE c= Z�Z WATER AND : m. WASTEWATER )a PROGRAM Arsenic Advisory Maintenance Agreements Supplemental Engineers Reort Nitrate Advisory Other By:� (R". I IM) Original Certificate Date: ?^I — Q 75 Municipality of Anchorage --1 Development Services Department Building Safety Division On -Site Water & Wastewater Program 4700 Bragaw Street P.O. Box 196650 Anchorage, AK 99519-6650 www.muni.orglonsite (907) 343-7904 CERTIFICATE OF ON-SITE SYSTEMS APPROVAL CHECKLIST Legal Description: VALLI WE ESTATES N2; BLOCK 4, LOT 26 Parcel ID: A. WELL DATA Well type COMMUNITY Date completed Total depth ft. Date of test Static water level Well production WATER SAMPLE Coliform If A, B, or C provide PWSID# 210605 Well Log (YIN) - Sanitary seal (Y/N)— Cased to ft. FROM WELL LOG ti• colonies/100 ml. Nitrate mg./L. ug./L. B. SEPTIC/HOLDING TANK DATA Wires properly protect�rou /N Casing height (ab nd) in. ATI CTION ft. g.p.m. Other bacteria colonies/100 ml. Date of sample: Collected by: _ Tank Type/Material S.T.E.P/STEEL Date installed 6/27-30/08 Tank size 1500 gal. Number of Compartments E Cleanouts (Y/N) YES Foundation cleanout (Y/N) YES Depression over tank (YM) NO High water alarm (Y/N) YES Dale of pumping NEW Pumper N/A C. ABSORPTION FIELD DATA F -BELOW EXISTING GRAD 6/12-15/92, 10/14/1985 0.3,159 Date installed 6/27-30/08 Soil rating .p.d./ o /bd E System type TRENCH 35.64 10,5 Length 26 ft. Width 2•6 ft. Gravel below pipe 6.02 ft. 14,9 700,640 YESYES NO Total depth 10 ft. Eft. absorption area 313 ft' Monitoring tube YES Depression over field NO 1992 TRENCH,1985 TRENCH PASS For 4 bedrooms Date of adequacy test NEW Results (Pass/Fail) 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 mo.) (Y/N & type) NONE KNOWN If yes, give date - D. LIFT STATION Date installed 6/27-30/08 Size in gallons 1500 Manhole/Access (Y/N) YES "Pump on" level at TIMER in. 'Pump off" level at TIMERin. High water alarm level at 44" Datum BOT Cycles tested NEW Meets alarm & circuit requirements? YES E. SEPARATION DISTANCES SEPARATION DISTANCES FROM WELL ON LOT TO: Septic tank/lift station on tot On adjacent Absorption field on lot On adjacent lots Public sewer main Sewer /septic service Holding tank COMMUNITY WELL manhole/cleanout Anif �containment areas Manure/animal excrete storage areas SEPARATION DISTANCES FROM SEPTIC/HOLDING TANK ON LOT TO: Building foundation 50+ Property line 10'+ Absorption field 5'+ Water main 10+ Water service line 10'+ Surface water '60'+ Wells on adjacent lots 200'+ SEPARATION DISTANCE FROM ABSORPTION FIELD ON LOT TO: Property line "'S'+ Building foundation 10'+ Water main 10'+ Water service line 10'+ Surface water •60'+ Driveway, parking/vehicle storage 0' Curtain drain NONE KNOWN Wells on adjacent lots 200'+ F. COMMENTS WR #080031 **WR #920001 G. ENGINEER'S CERTIFICATION I certify that I have determined through field inspections and review of Municipal records that the above systems are in conformance with MOA COSA guidelines in effect on this date. Engineer's Printed Name JEFFREY A. GARNESS Date - 'Tlf 68 COSA Fee $ '7 �- (7 "F %S 0QC> 11 Date of Payment -7.11 1 O Receipt Number (Rev. 11/05) Waiver Fee S Date of Payment Receipt Number o AF.. �F •. X40 1 7 �Q ........ .. ......... ...... Q . ..... *.J r A.ess.-' E 79$3 epi 44OO�Prof essioo4" Q o mLW J U I!" t e. o. -P d' M.60.S0.00N 0 Cl) 3ANd 332!1 1S3AA z co O J m w pQ H 1R y�j 4 HE E Lu w ou C Vo Z o�� � �to m Ss c R,2p5 00 i 9 .oc ti S n LL ."Jo 0 EU W W x L) wz a: 0 o F 0 = w W h C �W6 W OO� F a S . MUNICIPALITY OF ANCHORAGE M} 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 Parcel I.D.# &2 3��-hof HAA# ttA 010 '1 Q -S�t 1. GENERAL INFORMATION Complete.,,legal description 4-0-6 9&, I-3 bC 4. VALL1 V V I ST- Location (site address or directions) r,26f Property owner Mailing address Slt.ve. f -y-e.e- Day phone Lending agency {or�gae,2 Day phone Mailing address n Agent 1%Ir4IT,H1, 4 -is -i Favi u' -e Dayphone 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 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 on-site Public sewer NOTE: If community wastewater system, provide written confirmation from State ADEC attesting to the legality and status of system. 72-025 (Rev. 1/91) Front MOA#21 r. 5. STATEMENT OF INSPECTION BY ENGINEER m As certified by my seal affixed hereto and as of the validation date shown below, I verify that my investigation of this Health Authority Approval application shows that the on-site water supply and/or wastewater disposal system is safe, functional and adequate for the number of bedrooms and type of structure indicated herein. I furtherverify that based on the information obtained from the Municipality of Anchorage files and from my investigation and inspection, the on-site water supply and/or wastewater disposal system is in compliance with all Municipal and State codes, ordinances, and regulations in effect on the date of this inspection. Name of Firm l 0b4e-,7 Sv v r �c to I� Phone e'LZ 9 - % 9 f 6 Address Engineer's signature 6. DHHS SIGNATURE Approved for 7 bedrooms. Disapproved. Conditional approval for ,Additional Comments h.: 1IITIC Date47f jr ^. 1 �r-7 rsaoeeeyeu... 61, 6U�s .i Spurklond� : ,�• V V 4iP�n0o 02225 •.` �`o 5 bedrooms, with the following stipulations: Date o -24 - 9z The Municipality of Anchorage Department of Health and Human Services (DHHS) issues Health Authority Approval Certificates based only upon the representations given in paragraph 5 above by an independent professional engineer registered in the State of Alaska. The DHHS does this as a courtesy to purchasers of homes and their lending institutions in order to satisfy certain federal and state requirements. Employees of DHHS do not conduct inspections or analyze data before a certificate is issued. The Municipality of Anchorage is not responsible for errors or omissions in the professional engineer's work. 72-025 (Rev. 1/91) Back MOA 021 Legal Description A. WELL DATA Municipality of Anchorage Department of Health & Human Services HEALTH AUTHORITY APPROVAL CHECKLIST d �- �o� 13 k L% 1,1/" Vwe Parcel 1.D. Well type (AR If A, B, or C, attach ADEC letter. ADEC water system number Log present (Y/N) Date completed Driller Total depth Cased to Casing height Sanitary seal (Y/N) Wires properly protected (Y/N) FROM WELL LOG AT INSPECTION Date of test NUi!Ica Static water level 1992 Well flow g.p.m. g.p.m. Pump level R�'b I1 IhI�� l SEPARATION DISTANCES FROM WELL TO: Septic/holding tank on lot ; On adjacent lots Absorption field on lot ; On adjacent lots Public sewer main Public sewer manhole/cleanout Sewer service line Petroleum tank WATER SAMPLE RESULTS: Coliform Nitrate Other bacteria Date of sample: Collected by: B. SEPTIC/HOLDINGTANK DATA �/er;�fefX 6V Date installed 04&,tm� Tank size Compartments Cleanouts (Y/N) Foundation cleanout (Y/N) Depression (Y/N) High water alarm (Y/N) N/A Alarm tested (Y/N)// N�A Date of pumping I I`A6-19/ Pumper L a aye! S SEPARATION DISTANCES FROM SEPTIC/HOLDING TANK TO: Well(s) on lot tg On adjacent lots NIA Foundation To property line 1% Absorption field 30 — Water main/service line X50 f Surface water/drainage 90 72-026 (Rev. Wst) Front CONTINUED ON BACK PAGE C. LIFT STATION N/A Date Installed 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 c "Pump of I" level at Cycles tested Surface water 1y m� _ Date Installed ty�pt P Jr'/9z Soit rating y�"`"Nv ' t�3 System type /'c' Length k 4it 35 Width I Gravel thickness �� r e Total depth 9 G / ri Total absorption area -YO )` 7M /3Yo ) P Cleanouts present (Y/N) � Depression over field (Y/N) N Date of adequacy te'stt -Pr NI Results (pass/fail) for 7 bedrooms Peroxide treatment (past 12 months) (Y/N) N' If yes, give date SEPARATION DISTANCE FROM ABSORPTION FIELD TO: Well on lot �/A On adjacent lots - N/A Property line q I To building foundation ;41 To existing or abandoned system on lot 119 On adjacent lots go + CutbankN�Water main/service line %Ar Surface water Curtain drain N to E. ENGINEER'S CERTIFICATION Driveway, parking/vehicle storage area 10 I certify that I have checked, verified, or contoimed to all MOA and HAA guidelines in effect on the date of this inspection. r Signatures Engineer's Name 10���N Jav✓lG�u.ra�I�L I . o HAA Fee $ /;d Date of Payment LIZ' Q—) Receipt Number 2-2-37746 72 M(Rn. 3/91)8. k MOA 21 Waiver Fee-$ _ Date of Payment Receipt Number CL I Waiver Fee-$ _ Date of Payment Receipt Number VIALTER J. NICKEL, GOVERNOR DEPT. OF ENVIRON,"ENTAL CONSERvATION ANCHORAGE DISTRICT OFFICE 800 E. DIMOND BLVD., SUITE 3.470 ANCHORAGE, AK 99503 FOR: Tobben Spurkland June 22, 1992 PWSID # 210605 My review of the records on file In this office reveals that the Valli Vue S/D Class "A" Public Water System Is In compliance with the routine coliform bacteria sampling requirements listed In Table C, and with the Inorganic sampling (nitrate (as nitrogen) only) listed in Table B of 18 AAC 80.200. sincerely, �� amx�� Rachel Clark College Intern RC/cf " MUNICIPALITY OF ANCHORAGE y DEPARTMENT OF HEALTH AND ENVIRONMENTAL PROTECTION DIVISION OF ENVIRONMENTAL HEALTH CERTIFICATE OF INSPECTION FOR HEALTH AUTHORITY APPROVAL OF ON-SITE SEWER AND WATER FACILITY 264-4720 Application Date -7Y4' -1. GENERAL INFORMATION (a) Legal Description (include lot, block, subdivision, section, township, range) Location (address or directions) (b) • Applicant Name �!1a�,� k Telephone: Home � `` Business Applicant Address. 041 AJC -5% 7ROC' Af• Aleel 995 (c) Applicant is (check one):: Lending Institution ❑ ; Owner/builder; Buyer ❑ ; Other ❑ (explain); (d) Lending Institution 'le Telephone Address A114 (e) Real Estate Company and Agent/ T><0-��KwY ' """`/ Ned, ``�'« / Address .ao/ e✓ AkiJ L/4,Ar5 Ned, ifLt. 7,9_<13 Telephone (f) Mail the HAA to the following address: 2. TYPE OF RESIDENCE Single -Family Multi -Family ❑ Other Number of Bedrooms 3. WATER SUPPLY Individual Well ❑ Communityx Public ❑ Note: if community well system, must have written confirmation from the State Department of Environmental Conservation attesting to the legality and status. 4. SEWAGE DISPOSAL Onsite Public ❑ Community ❑ Holding Tank ❑ Note: If community well system, must have written confirmation from the State Department of Environmental Conservation attesting to the legality and status. Page 1 of 2 72-025(11/84) L.z/ 6,/ ✓gzu ✓uC- #7-- 5. ENGINEERING FIRM PROVIDE .INSPECTIONS, TESTS, PILE SEARCH, D. AND INFORMATION > As certified by myseal affixed hereto and as of the validation date shown below, I verity that my investigation of this Health Authority Approval shows that the on-site water supply and/or wastewater disposal system is safe, functional and adequate for the number of bedrooms and type of structure indicated herein. I 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 in compliance with all Municipal and State codes, ordinances, and regulations in effect on the date of this inspection. 6 Name of Firm Telephone Address /7W e/ W �e*r` f ll% Ern • 99�D3 Date 6. DHEP APPROVAL Approved for A6, Z bedrooms by Date Approved _4�1Disapproved Terms of Conditional Approval Conditional too o°000r Io°o ae R Y C. REID, is S�h1 O° •o°000°° �roP�ssion�l The Muncipality of Anchorage Department of Health and Environmental Protection (DHEP) issues Health Authority Approval certificates based solely upon the representations given in paragraph 5 above by an independent professional engineer registered in the State of Alaska. The DHEP does this as a courtesy to purchasers of homes and their lending institutions in order to satisfy certain federal and state requirements. Employees of DHEP do not conduct inspections or analyze data before a certificate is issued. The Municipality of Anchorage is not responsible for errors or omissions in the professional engineer's work. Page 2 of 2 72-025 (1 V64) A!UNICIPALITY OF ANCHORAO; DEPT. OF HEALTH & MUNICIPALITY OF ANCHORAGE (MO^1 ENVIRONMENTAL PROTECTION HEALTH AUTHORITY APPROVAL (HAA) ?) CHECKLIST - FEBRUARY 1984 264-4720 - �` , t- ir7�1�1 Legal Description: IOTZG � . �j �!2 T/Z.J V kJ A. WELL DATA Well Classification CerNHuAI/TY If A, B, C, D.E.C. Approved (Y N) I Log Present (Y/N) Date Completed Yield Total De Cased to Depth of Grouting Static Water Le Pump Set At Casing Height Above Gr d Sanitary Seal on Casing (Y/N) Electrical Wiring in Conduit (Y/N Depression Around Wellhead (Y/N) Separation Distances from Well: To Septic/Holding Tank on Lot ; On Adjoining Lots To Nearest Edge of Absorption Field on Lot n Adjoining Lots To Nearest Public Sewer Line To Nearest c Sewer Cleanout/Manhole To Nearest Sewer Servi ine on Lot Water Sample Collected by ; Date Water Sample Test Results Comments B. SEPTIC/HOLDING TANK DATA Date Installed '��� �L Size /ySU f'"ft- No. of Compartments L Standpipes ON) Air -tight CapsbN) Foundation Cleanout�N) Depression over Tank (Ye Date Last Pumped Z -/v- 8% Pumping/Maintenance Contract on File (Y/N) �✓ —;for / Holding Tank High -Water Alarm (Y/N) � N 1Temporary Holding Tank Permit (Y/N) 4 Separation Distances from Septic/Holding Tank: To Water -Supply Well 200 'J`- To Building Foundation 1j To Property Line /V -` To Disposal Field __ —6 To Water Main/Service Line /0 * To Stream, Pond, Lake, or Major Drainage Course [�s Comments/S%/h✓CE T Cf'�e a/M✓tR �£c ee7Trx'� //-L-y� 714.''4 " f :061714$44G Page 1 of 2 72-026(l veal LLG By ✓�1zt/ Yt�� '"L C. ABSORPTION FIELD DATA Comments D. LIFT STATION Date Insta Size in Gallons "Pump On" Level at _ High Water Alarm Level at Tested for Electrical Codes (Y/N) _ Comments Dimensions _ Manhole/Access (Y/N) "Pump Off" Level at Vent (Y/N) . Pump, c11 •• Check Permitted Bedroom Rating Against HAA Request •• during Adequacy Test. Meets MOA Icertify thatlhav=hee e/,d,//erifled,orconformed toall MOA and HAA guidelines ineffect onthe date ofthis inspection Signed �f—r V, Date 7 -Al -,F6 Company 1�erG5 MOA No. �S�Z1 o�aoX% �(E OF �( ••"sae Receipt No. 4001-0604 �•••,...• �/If / A >> Date of Payment 1 • ask -44 COD TH ••`:r°f�49 o Y...• Amount: $ to 6e'I;; '• ' *• Y ,t�/,+rrlpc�n - O astn�c slrrdh cel � �g-,tr,� �•• � ... a ......a Q /mat%✓c 2ardrir •L :.Y c22 JR..: ` • Page 2 of 2 ©SePnc 77f / 1-07 tU6f5 pIlt �� �•••, ''' �� O /JdrC w,fr✓Ari ccii P +�\XU=w����+ 72-026 t11,84, © 1/Te-�lh,i �t�sJin% Soils Rating in Absorption Strata ��� Type of System Design 7���44 Date Installed /0"//- I Length of Field X0 7 1�) Width of Field j Depth of Field 9 /Gravel Gravel Bed Thickness S Square Feet of Absorption Area 6 Yd Standpipes Present) Depression over Field (YbJ Date of Last Adequacy Test Results of Last Adequacy Test Separation Distance from Absorption Field: i To Water -Supply Well L00�'� To Property Line /d To Building Foundation Z� To Existing or Abandoned System on Lot /0 t ; On Adjoining Lots 0 01 71-1 To Water Main/Service Line /0 fi To Cutbank (if present) To Stream/Pond/Lake/or Major Drainage Course i /O To Driveway, Parking Area, or Vehicle Storage Area 9 Comments D. LIFT STATION Date Insta Size in Gallons "Pump On" Level at _ High Water Alarm Level at Tested for Electrical Codes (Y/N) _ Comments Dimensions _ Manhole/Access (Y/N) "Pump Off" Level at Vent (Y/N) . Pump, c11 •• Check Permitted Bedroom Rating Against HAA Request •• during Adequacy Test. Meets MOA Icertify thatlhav=hee e/,d,//erifled,orconformed toall MOA and HAA guidelines ineffect onthe date ofthis inspection Signed �f—r V, Date 7 -Al -,F6 Company 1�erG5 MOA No. �S�Z1 o�aoX% �(E OF �( ••"sae Receipt No. 4001-0604 �•••,...• �/If / A >> Date of Payment 1 • ask -44 COD TH ••`:r°f�49 o Y...• Amount: $ to 6e'I;; '• ' *• Y ,t�/,+rrlpc�n - O astn�c slrrdh cel � �g-,tr,� �•• � ... a ......a Q /mat%✓c 2ardrir •L :.Y c22 JR..: ` • Page 2 of 2 ©SePnc 77f / 1-07 tU6f5 pIlt �� �•••, ''' �� O /JdrC w,fr✓Ari ccii P +�\XU=w����+ 72-026 t11,84, © 1/Te-�lh,i �t�sJin% DATE: July 24, 1986 TO: File: Lot 26 Block 4 Valli Vue Estates Subdivision 5AA FROM: Steve Morris, Civil Engineer SUBJECT: Waiver A review of soils conditions and water table conditions indicates that a waiver of the setpic tank to creek separation is warranted. Caulder couplings were installed on the inlet and outlet of the setpic tank. A previous waiver for a Multi -Flo unit was granted by Kyle Cherry of ADEC. SM/ ljw ALASKA E iJIROf101MAL COnTROL SCi OUS, InC. 3n9ineerinq 6 6nuironmental Studies July 21, 1986 Municipality of Anchorage Department of Health & Human Services 825 L. Street Anchorage, Alaska 99501 Re: Lot 26, Block 4, Valli Vue #2 The above referenced lot had a new septic tank installed on April 19, 1982. Per the installer, Newton Excavating, and the homeowner, this work was inspected by John Kennedy of the MOA. There is no record on file for the septic tank and John Kennedy does not recall doing the inspection. Per contacts with John Kennedy and Susan Oswalt of the MOA, on July 21, 1986 the size of the tank was verified by pumping it with me present. The attached receipt from Isaacs Pumping shows 1250 gallons was pumped from the tank. I probed the tank and verified it to be 5 feet in diameter and the distance between the cleanouts is 9 feet which is standard for a 1250 gallon tank. The tank is buried at a depth of 3.6 feet below the surface. Also attached is a copy of Newton Excavatings bill to the homeowner for installation of the tank. I feel that 1250 gallons is the accurate size of the existing septic tank which is adequate for this 4 bedroom home. From the HAA inspection on July 8, 1986, I found the septic tank to be 85 feet from the creek that is to the south-east. From the original as -built dated November 13, 1975, the remarks state, "Creek waiver per Kyle Cherry letter." A copy of that letter dated November 6, 1975 is attached. The new septic tank was installed in the same location as the original multi -flow unit and connected to the original drainfield. On October 14, 1985, the absorption area was upgraded and the old drainfield abandoned. The septic tank location was not addressed because of the waiver letter from ADEC. We request that you authorize the location of the existing septic tank and honor the waiver letter issued by ADEC. The septic tank is fairly new, steel 2 compartment, wxt watertight couplings and no detectible leaks. If you have any questions, please contact me at 561-5040. Sincerely Alan Wien Engineering Technician Approved by: OF At ® * .O .1 .. ...... .. ZERO . REID, JR. C • 2251 1200 LUest 33rd Auenue, Suite 3 • Anchorage. Alaska 99503 • (907) 561-5040 ®\\��11& 41 r["3 FAA,, r DEPT. OF ENVIRONMENTAL CONSERVATION ANCHORAGE/WESTERN DISTRICT OFFICE 437 "E" STREET, SUITE 303 ANCHORAGE, ALASKA 99501 DATE: July 11, 1986 PWS I.D.# 210605 BILL SHEMELO, GOVERNOR Telephone: (907) Address: 274-2533 To Whom it May Concern: According to records on file in this office the Valli-Vue Subdivision Water System is in compliance with the State Drinking Water Regulations Sincerely, 4 LOT lei acdGM ✓/4rt/ �`Z ALASKA ENVIRONIVIKNTAL DH CONTROL SERVIC' )INC. SHEET NO. OF 1200 West 33rd Avenue Suite B �� lIAF�kl ANCHORAGE, ALASKA 99503 CALCULATED BY DATE Phone 561.5040 CHECKED BY DATE_ SCALE W 9� SIP 4 5237 EAST 22ND ANCHORAGE,ALASKA 99508 Mr, Ron pecker SRA ;Box 297D,. Anchorage, Alaska 99507 ValliVue 5-26' s 1 4-19 lnstall,.1250 gal,.,septici,tank, remove former unit, hookup pipes into and from septic tank 050.00 Plus lli% interest 30.75 $2080.75 DEPT. OF ENVIRONMENTAL CONSERVATION SOUTHCENTRAL REGIONAL OFFICE Department of Environmental Quality Anchorage Municipality 3330 C Street Anchorage, AK 99503 Subject: Lot 26, Block 4 Ve1ii Vue Estates Gentlemen: JAY S. HAMMOND, Covernor� w3 t SOUTHCENTRAL REGIONAL OFFICE MACKAY BLDG. 338 DENALI STREET ANCHORAGE 99501 November 6, 1975 Based on the information provided by the builder and the waste dis- posal system worked out with your agency it would appear that there would be no connection between the system and the surface drainage. Therefore we have no objection to the system. Sincerely, Kyle Cherry, P.E. Regional Environmental Supervisor MUNICIPALITY OF ANCHORAGE (MO.j HEALTH AUTHORITY APPROVAL (HAA) CHECKLIST - FEBRUARY 1984 MUNICIPALITY OF ANCHORAGE DEPT. OF HEALTH & ENVIRONMENTAL PROTECTION 264-4720 Legal Des cription: qkL`0 � g3ey SEG %'/ A. WELL DATA Well Classification CeHHU�/ / If A, B, C, D.E.C. Approved((Y N) 1 Log Present (Y/N) Date Completed Yield Total De Cased to Depth of Grouting Static Water Le Pump Set At Casing Height Above Gr d Sanitary Seal on Casing (Y/N) Electrical Wiring in Conduit (Y/N Depression Around Wellhead (Y/N) Separation Distances from Well: To Septic/Holding Tank on Lot On Adjoining Lots To Nearest Edge of Absorption Field on Lot n Adjoining Lots To Nearest Public Sewer Line To Nearest P .c Sewer Cleanout/Manhole To Nearest Sewer Servi ine on Lot Water Sample Collected by ; Date Water Sample Test Results Comments B. SEPTIC/HOLDING TANK DATA Date Installed -� /'- � Size /YID 6ftt' No. of Compartments Z_ Cyt Standpipes ON) Air -tight Caps N) Foundation Cleanout N) Depression over Tank (Y�1 Date Last Pumped -v-� Pumping/Maintenance Contract on File (Y/N) �! fo Av / Holding Tank High -Water Alarm (Y/N) N Temporary Holding Tank Permit (Y/N) N Separation Distances from Septic/Holding Tank: / To Water -Supply Well .7-0y To Building Foundation /3 r � To Property Line149 fi To Disposal Field .2_6 r To Water Main/Service Line /0 * To Stream, Pond, Lake, or Major Drainage Course 7� / ®/ Comments >!, s "� f 6 ?/w./I Page 1 of 2 72-026(11/84) // /e C. ABSORPTION FIELD DATA Soils Rating in Absorption Strata �Type of System Design 7�EAle/1 Date Installed /� /� �'� Length of Field 6T ) Width of Field Depth of Field / /, '/ /Gravel Bed Thickness S Square Feet of Absorption Area BYO Standpipes Present) / Depression over Field (Yo Date of Last Adequacy Test 6,11-W Results of Last Adequacy Test A�14 Separation Distance from Absorption Field: To Water -Supply Well �� '¢ To Property Line �0 To Building Foundation �To Existing or Abandoned System on Lot /0 -Y'— ; On Adjoining Lots /0 �';�_ To Water Main/Service Line 10 To Cutbank (if present) i To Stream/Pond/Lake/or Major Drainage Course /00 't A / To Driveway, Parking Area, or Vehicle Storage Area Comments D. LIFT STATION Date Insta e Size in Gallons "Pump On" Level at High Water Alarm Level at Tested for Electrical Codes (Y/N) _ Comments Dimensions Manhole/Access (Y/N) Pump Off' Level at I- Vent(Y/N) ** Check Permitted Bedroom Rating Against HAA Request ** during Adequacy Test. Meets MOA I certify that I hayp5cheegy ed, erified, or conformed to all MOA and HAA guidelines in effect on the date of this inspection. Signed 4— ( � Date 72L/ Company �CS _ MOA No.6Z�®®�t�rA Receipt No. 000y �P °'•� 14 Dateof-Payment `1•°e�.a—�tP Q�T6d' n� /•••: hs 9r.5 Amount:$ J/ /to% n y y �pV 0 Ti/i,.?�/.��1 O/ /i✓/l�%r/l /�!/ ee—lo.P of /ice/.eG{�/}L O•. e• .... .. 0 lF Y C. REID %?iifr97✓4 ,2icevP7 �� CE • 225 Page 2 of 2 SePrie "*n e i 1;;7,*G6W.5 d/CG d� �I °••...°°- /f/eG ;✓,>yvc r�rak A4`professfo0 72-026 (11/84) �i*pp,vA� OS 3%Te��lh� �KAvJin/y DEPT. OF ENVIRONMENTAL CONSERVATION ANCHORAGE DISTRICT OFFICE 800 E. DIMOND BLVD., SUITE 3-470 ANCHORAGE, AK 99503 FOR; Tobben Spurkland June 22, 1992 WA47ER J. NICKEL, GOVERNOR PWSID # 210805 My review of the records on file in this office reveals that the Valli Vue S/D Class "A" Public Water System is in compliance with the routine coliform bacteria sampling requirements listed in Table C, and with the inorganic sampling (nitrate (as nitrogen) only) listed in Table B of 18 AAC 80,200. Sincce�r�e�ly, ��,� Rachel Clark College Intern RC/cf