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Home My WebLink AboutLAKE RIDGE TERRACE BLK 2 LT 1ALake Ridge Terrace Block 2 Lot 1 A #051-315-50 Municipality of Anchorage Development Services Department a, Building Safety Division: On -Site Water & Wastewater Program, 4700 South Bragaw St. „ P.O. Box 196650 Anchorage, AK 99519-6650 www.ci.anchorage.ek.us (907) 343-7904 Page 1 of 3 On -Site Wastewater Disposal System and/or Well Inspection Report Permit Number: SW020262 PID Number: 051-315-50 Nome: PAUL & JUNE RAKER Wastewater System: ❑ New ■ Upgrade Address: 15046 EAST LAKE RIDGE DR. a EAGLE RIVER, AK 99577 ABSORPTION FIELD Phone: No. of Bedrooms: (907) 696_2580 5 ODeep Trench ■Shallow Trench 13 Bad OMound ■Others LEGAL DESCRIPTION Sal Rating: 4.0 Total Death /ram 014" Wade: 0.5-0.8 GPD/sq. rL n Block: Lot: Subdivision: 2 1A LAKE RIDGE TERRACE Depth W pW baton ham wipna Wade: (+)2.67-3.55 Ge deWh bennth Fps: 0.53 n Township: Range: Section: Fill added anon wlsiea Woe.: GrwN le"M — — — SEE DWG n. 38 rL WELL: ❑ New ■ Upgrade GravN width: 5 Narnb.r of lion: 1 astonea Mtwen Wed: — n rt claWkgtion (priwate, ".C): rota D.pft Cased To:B TO OCFK Taal obstroon area: POO mal.rtal: PRIVATE 347 � 7 190 w. n D-3034/F-810/SCH. 40 PVC Owller: Date Drwed: slow Water L.v.l: installer. oata Naalled: ALPINE DRILLING 18/11/02 28 n CCC CONSTRUCTION 8/23/02-9/10/02 field:Pump so'M: COO" Night Abowa G" : TANK 2.0 cpm UNKNOWN n 1.5+ FL SEPARATION DISTANCES aseptic 0Holding ■S.T.E.P. OOther 7o Septic Tank Absorption veld Lift Station Holding Tank ubtic/private Seww lines leawtoctvrw: ANCHORAGE TANK Capacity N 24u 6: 2000 From Well 100'+ too'+ too'+ — 25'+ Ibterbl: STEEL Numaw a eompeNn.nb: 2 Surface water 100'+ 100'+ 100'+ — — LIFT STATION Lot Line 5'+ 10'+ 5'+ — — Sin N pollen.: 2000 43.5 Nanaactuer: ANCHORAGE TANK/ORE CO SYSTEMS Foundation 5'+ 10'+ 5'+ _ _ awed a^ lew.l as 7ump on level at: 1 NNg warm awn at; 39"/32" 39" 32" 45" 36" Curtain Drain NO KNOWN pw^p stage a andel: 020 OSI 05 HHF Electrical kNpectiane Warned r. WILLIAM MARSHALL w/ STEVE ELECT. Remarks: THIS IS AN ADVANTEX TREATMENT BENCH MARK Laeatlen Dna ooc ptian: SYSTEM. PUMP VAULT INSTALLED AFTER 1. TOP OF GARAGE SLAB NEAR POINT "B" ADVANTEX POD. 2. TOP OF MANHOLE Ne,ened Elewatian: 1.) 100.00 / 2.) 101.86 ti ENGINEEWIIEAL o�p6 �04p o F, OF.AC,gsp00 Inspections performed by: AKWWC, INC. Dates: list 8/23/2002 V.... ..... ..... ............. 2nd -3rd 6/26-28/02 D 4th -6th 9/1-10/02Je A. arness: Development Services Department Approval p ' . CE— 3 0�4p°ri Reviewed and approved by: Date: (R«. 12/01) p roreesto Op oo� 40000 Municipality of Anchorage Development Services Department Building Safety Division % On-Site Water & Wastewater Program, 4700 South Bragaw St. P.O. Box 196650 Anchorage, AK 9951 M650 www.ci.anchorage.ak.us (907) 343.7904 Page 1 of 3 On-Site Wastewater Disposal System and/or Well Inspection Report Permit Number. SW020262 PID Number. 051-315-50 Name PAUL & JUNE RAKER Wastewater System: E3 New ■ Upgrade Address: 15046 EAST LAKE RIDGE DR. a EAGLE RIVER, AK 99577 ABSORPTION FIELD Phone: No. of Bedrooms; (907) 696-2580 2 ODeep Trench ■Shallow Trench OBsd Mound ■Mora LEGAL DESCRIPTION =a 4.0 '� Dave "°" °°° 0.5 DPD/54 rL 0.8 rt Block: Lot: Subdivision: 2 1A LAKE RIDGE TERRACE Depth so Pps bohm ham wok peee (+)2.67-3.55 o, d depth Wrooth PON 0.53 rt n Township: — Range: — Section: n added ebe I Ig' , erode or" h qU: — SEE DWG R 38 R WELL: L7 New ■ Upgrade Gravel wtatn: 5 ".s kor N Nee 1 orteaa. b.ber, snot — n FL cw..akawa note, Ae.t . Told Dop11c L> a O BEDROCK Tall obearplNn anm Pps rnalerlat PRIVATE 347 n. 17 n 190 ea rt. D-3034/17-610/SCH. 40 PVC a' ALPINE DRILLING Deb Cris d 8/11/02 stow WN twwk 28 n trwm . CCC CONSTRUCTION oats kwte 8/23/02-9/10/02 nelk " sot At cawb,p "'Nht IDarw DruNiG 2.0 WW UNKNOWN rL 1 1.5+ rL TANK SEPARATION DISTANCES Oseptic OHoiding ■S.T.E.P. C! Other To Septle Absorption Lift Holding brc/Pnwts "Mood~ war. Capedb' in qoa a From Torek Field Station Tank swr.r unw ANCHORAGE TANK 2000 Well 100'+ 100'+ 100'+ — 25'+ blot. %k STEEL NW d.. of 0.np •awde 2 Surface Water IDo'+ 100'+ 1Do'+ — — LIFT STATION Lot Une5'+ 10'+ 5'+ — — 200043.5 ANCHORAGE TANK ORENCO SYSTEMS Foundation 5'+ 10'+ 5'+ — — on Mel N: Ww sd: M9'/32= KpN watts plum st 397/32* 1 45" 36" Curtain DrainNONE KNOW ^'"P li a • Yoh 20 OSI 05 HHF O-e-W awPsoumw Wkmwd br WILLIAM MARSHALL. w/ STEVE ELECT. Remarks: THIS IS AN ADVANTEX TREATMENT BENCH MARK SYSTEM. PUMP VAULT INSTALLED AFTER umniae ow DeeWom 1. TOP OF GARAGE SLAB NEAR POINT "B" ADVANTEX POD. 2. TOP OF MANHOLE 'sevrrd EMeelbn: 1.) 100.00 2.) 101.86 n ENGINEER'! SEAL a�OF voP��......... 500 Inspections performed by: AKWWC, INC- Dates: list 6/23/2002 0 y*0� p....:...... ............ 2nd-3rd 8/26-28/02 0 4th-6th 9/1-10/02 f Development Services Department Approval QQ 79 0r...S.. ° :' : IL�ted and approved by: n Date 9— /l� n2 pa�� ... .,. Fav 4 40 �DOedp10fesslo�at� 1R�e �04000�� PMMfTNUMBER: AS -BUILT DRAWING PARCEL ID N SW0 SW020262 051-315-50UMBER: LOWER FIRE LAKE / / / / / / / ARCTIC PIPE WITH NEAT lIWAUED WATER ETRACE. NEW WELL / \ THj \ y NEW 2000 GALLON S.T.E.P. TANK WITH THE ADVANTD( TREATMENT SYSTEM AND PUMP VAULT- ORENCO PUMP INSTALLED C AROUND NOTES: 1. THE 100 FEET WELL RADII WERE FLAGGED BY A REGISETERED LAND SURVEYOR PRIOR TO CONSTRUCTION. 2. THE EXISTING SEPTIC TANK AND DRAINFlELD WERE COMPLETELY ABANDONED PER U.P.C. 3. THE EXISTING WELL WAS ABANDONED PER AMC 15.55.060. I I I 1 \ 1 NEW DRNNFIELD / r ^ 9/12/2002 o ■ _. ��.._ > \ f. . ..TTT�SS... '1f_"T1�+!1 DRAWN BY: 0.! ....1 ALASKA WATER & VVASTENVATER J.L.M. CONSULTANTS, INC. 5 ;, . Q : 4 6001 UFRAF4 FOM. SOTF PO • AWMOFAGF. AK 00504 • Pb F 4007)3574170 • FAX (00p53AdT46 1 — 40 2EPARED FOR: PHONE NUMBER: PAGE NUMBER: . PAUL & JUNE RAKER 696-2580 "' ""a' „• ttr � r. � 2 OF 3 LOT 1A. BLOCK 2; LAKE RIDGE TERRACE SUBDIVSION OF WORK: AS—BUILT DRAWING OF NEW WELL LOCATION AND SEPTIC SYSTEM PERUM SW0 NUMBER: AS—BUILT DRAWING PARCEL ID NUMBER: SW020262 051-315-50 TOP OF INLET INVERT OF AT INLET - DISTRIBUTION UNE IS 1.25 INCH WITH 1 ♦ INCH DIAMETER H01 14 INCHES ON CENTER (30 H( INSTALLED FlNAL CRADE �ONRORINC TUBE - 10{.00.! INVERT OF DISTS UNE - 101 FABRIC TANK AT 95.28 INSTALLED GABION BASKETS AROUND THE DRVNFIELD- DRIGINAL GRADE - 98.21-99.09 TOP OF SAND FILTER/ BOTTOM OF SEWER DRAINROCK 101.23 FEET WIDE BOTTOM OF TRENCH - 97.71-98.28. EXCAVATION WAS LIMITED TO 8 TO 10 INCHES DEEP AND THE REMOVAL OF ALL ORGANICS �. 9/12/2002 ol4!QOF v �Qp _ ♦. _�_. �a DRAWN BY: 0,`4••••.. .. V �ALASI ATER & MASTE)NATER J M CONSULTANTS, INC. SCALE,N.T.S. ' 4 6901 DFRAOR ROAD, SUITF FR • ANCHORAGF. AR 9950E • P ONF (907)337179 • FAX (907)338-37LA PREPARED FOR: PHONE NUMBER: PAGE NUMBER: PAUL do JANE RAKER (907) 696-2580 3 OF 3et A. ss:' LEGAL DESCRIPTION: oOQ ° E-7953 9`' LOT 1A, BLOCK 2; LAKE RIDGE TERRACE SUBDIVISION O� Fav TYPE OF WORK: a4°^°� rotessloea �c4�O PROFILE AS—BUILT OF SEPTIC SYSTEM fi�rG.'(2l�- �.icPOitT• Pall 8872 Lo -t '�fl` g�oclL. Z•l l-AKeRaOGt Tccenca s�� CUSTOMER'S ORDER NO. pEp • C� C �r O NAME: ADDRESS: _ K CITU, STATE, 7JP Municipality of Anchorage Development Services Department Building Safety Division / On -Site Water and Wastewater Program`mom` 4700 Dmgaw Street P.O. Dor 196650 Anchorage, AK 99519.6650 www.ci.anchorage.ak.us (907)343-7904 PROPERTY OWNER AGREEMENT FOR THE MAINTENANCE OF AN ON-SITE WASTEWATER DISPOSAL SYSTEM This agreement, dated _34-9662 is made between the Municipality of Anchorage Development Services D part nt (DSD) and the property owner(s) of: This agreement is made for the purpose of maintaining an on-site wastewater disposal system on the subject property. The property owners agree to the following: Submit to the Municipality of Anchorage, on an annual basis, an inspection and operation statement from a registered professional engineer. This inspection and operation statement shall verify that the engineer has inspected all effluent and air pumps, timers, and alarms, and that any deficiencies have been repaired and that the system is functioning as designed. i .i/ 10MARMOZAV1,7179TAM /% Sa ri.lan W, rS kne,a � (Printed Name (Signature) (Printed Name) The Foregoing Instrument was acknowledged before me by f,. oe- 1J, f//As3 t on this -3/ day of 20ot. Witness my hand and seal. Notary Public (Signature) nn /i. J?Vz0,r,_ (Notary's printed name) My Commission Expires 64 2 1- -.2. 0o 17 r inunicipanLy UI Anchorage Department of Health and Human Services 625'L' Street P.O. Box 196650 Anchorage, Alaska 99519-6650 Rick Mystrom hhplhi .ci.anchorage.akvs Mayor Permit Number: NSW 020262 Date of Issue: 7-31-02 Parcel Identification Number: 051-315-50 Date Started: B-10-02 Date Completed: 8-11-02 Is well located at approved permit location? ® Yes ❑ No Legal Description: Lake Ridge Terrace Blk 2 Lt 1A Property Owner Name & Address: Jay and Sandy Skaggs 513 E Ir Apt. 6 Anchorage, Alaska 99501 Borehole Data: Soil Type, Thickness & Water Strata Depth (ft) From To Method of Drilling ® air rotary ❑ cable tool Casing type: steel stick-up 0 2 Wall Thickness:.250 inches silt 2 3 Diameter: 6 inches Depth: 17 feet gravelly silt w/boulders 3 5 Liner Type: bedrock 5 347 Diameter: inches Depth: feet Casing stickup above ground: 2 feet Static water level (from ground level): 28 feet Pumping level: 347 feet alter 2 hours pumping 2 gpm Recovery Rate: 2 gpm Method of Testing: ,pir Well Intake Opening Type: ❑ Open End ® Open Hole ❑ Screened Start feet Stopped feet ❑ Perforations Start feet Stopped feet Grout Type: bentonite #8 Volume: 1 brs Depth: Start 0 feet Stopped 17 feet Pump: Intake Depth feet Pump size hp Brand Name Well Disinfected Upon Completion? ® Yes ❑ No Method of Disinfection: chlorine tablets Comments: Well Driller. Alpine Drilling & Enterprises PO Box 110496 Anchorage Alaska 99511 Attention: The well driller shall provide a well log to the property owner within 30 days of completion and the property ............ ..... ua.•u.. n. 01....! r.._... n........_ r.... - r.. nn o ..._ . n. _: ... _. �.� in...... r.... ....•... - g -23•d2 G �0:3� MUNICIPALt7YOFANCHOR4GE Development Services Department On -Site Water 8 Wastewater Program 4700 South Bragaw Street P.O. Box 196650, Anchorage, AK 99519-6650 (907) 343-7904 ON-SITE WASTEWATER DISPOSAL SYSTEM f WATER SUPPLY PERMIT Upgrade Date Issued: Jul 31, 2002 Expiration Date: Jul 31, 2003 Permit Number: SW020262 Parcel ID: 051-315-50 Legal Description: LAKE RIDGE TERRACE BLK 2 LT 1A Design Engineer: 0041 AK Water & Wastewater Consultan• Site Address: 015046 LAKE RIDGE DR E Owner Name: PAUL AND JUNE RAKER Lot Size: 38245 SO. FT. Owner Address: 15046 E LAKE RIDGE DR Total Bedrooms: 2 Permit Bedrooms: 2 EAGLE RIVER. AK 99577-9212 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: Municipality of Anchorage Development Services Department Building Safety Division On -Site Water & Wastewater Program 4700 South Bragaw St. P.O. Box 196650 Anchorage, AK 99519-6650 www.ci.anchorage.ak.us (907)343-7904 ON-SITE SEWER/WELL PERMIT APPLICATION 11Q*A# FOR A SINGLE FAMILY DWELLING Parcel I.D. M-315-50 Permit Number SWOZO262 Property owner(s) PAUL AND JUNE RAKER Day phone 696-2580 Mailing address (1) 15046 EAST LAKE RIDGE DRIVE * EAGLE RIVER, AK Mailing address (2) Zip Code 99577 Legal description (Lot, Block & Sub'd.) LOT 1A. BLOCK 2: LAKE RIDGE TERRACE SU13DMSION Legal description (Section, Township & Range) _N/A Lot Size 38 24-�r- Acres/Sq.Ft. Number of Bedrooms 2 THIS APPLICATION IS FOR: Sewer Only ❑ Well Only ❑ Sewer and Well CvmrxC�) N Water Storage ❑ Sewer Upgrade ❑ THIS PROPERTY CONTAINS: Hot Tub ❑ Jacuzzi ❑ Swimming Pool ❑ Water Softening Unit ❑ Therapy Pool ❑ I certify that the above information is correct. I further certify that this application is being made for a Single Family Dwelling and is in accordance with applicable Municipal codes. ALASKA WATER & WASTEWATER CONSULTANTS, INC. Permit Fees: jpTd_V "1 bQ tJW ' %DP Waiver Fees - Date of Payment: / ^— 1v0L Receipt Number.y53h Date of Payment: Receipt Number: ALASKA WATER & WASTEWATER CONSULTANTS, INC. July 29, 2002 Municipality of Anchorage Development Service Department Building Safety Division On -Site Water &: Wastewater Program 4700 South Bragaw Street P.O. Box 196650 Anchorage, AK 99519-6650 Ref: Well and Septic System Upgrade for Lot IA, Block 2; Lake Ridge Terrace Subdivision ADVANTEX'" TREATMENT SYSTEM To whom it may concern: GENERAL: The existing 2 bedroom house is served by a private well and septic system. The septic system was installed in 1969 and is believed to consist of a 1000 gallon septic tank and a log crib with three shallow drainfields. The crib is encroaching bedrock (per test hole #3) and is believed to be collapsing per KND Engineering. Test holes were excavated on the property in order to find an area for a septic upgrade. We are proposing to abandoned the existing well and drill an new well in the area shown on the site plan and design drawings. Due to the limited area available for a septic upgrade and the poor soils condition, we are proposing to use an Advantex treatment system which will allow for a reduced sized drainfield. The following is the design criteria for the proposed septic upgrade: SOILS: See the attached logs, which shows the soil classifications, groundwater monitoring, and the percolation test results. A soils sample from TH#4 was provided to your office in the middle of July in order to determine that the soils were acceptable for an on-site septic system. Per Dan Roth, the soil sample was found acceptable. DRAINFIELD APPLICATION RATE: The intent is to install an Advantex Treatment System that will allow the use of a small drainfield in the area around the 30 foot radius of test hole 47. A percolation test was performed between the depth of 0.5 to 1.0 feet and found to be 2.67 minute/inch. Per the buyers request, we are sizing the septic upgrade for a 5 bedroom residence. We are prosing to use a 2000 gallon steel S.T.E.P. tank with an AX -20 Advantex Pod which meets a 5 bedroom requirement under the class II category. The allaowable application rate is 4.0 gpd/ft2. 6901 Debarr Road, Suite 213 — Anchorage, AK 99504 — Ph: (907)337-6179 — Fax: (907)338-3246 TRENCH DESIGN: a. Percolation Rate: 2.67 minutes/inch b. Allowable Application Rate: 4.0 gallons/day/R2 c. Number of Bedrooms: 2 (sized for 5 bedrooms) d. Design Flow: 750 gallons per day e. Minimum Absorption Area: 188 R2 f. Total Depth: 0.5 feet (maximum at any point) g. M.O.A. Approved Sand Filter Depth: 2.5 feet h. Effective Depth: 0.5 feet i. Width: 5 feet j. Minimum Length: 38 feet long k. Effective absorption area: 190 R2 Note: the distribution line is to be 1.25 inch sch. 40 pvc with %. diameter holes spaced 14 inches on center (30 holes total). ORENCO PACKAGE SYSTEM: The STEP tank with the Advantex Treatment System will be manufactured by Anchorage Tank R Welding to meet the latest design criteria established by Orenco Systems, Inc. The point of contact at Anchorage Tank is Lowell McNutt. As with their standard STEP tank, it is equipped with a high water alarm per M.O.A requirements. SURFACE NVATER: Lower Fire Lake runs along the northwest property line. The 100 foot setback from the lake shore is to be flagged by a registered land surveyor to insure there are no encroachment concerns. TOPOGRAPIiY: The area for the proposed drainfield is fairly flat. In short, there are no slope concerns. CLOSING: I am open to any suggestions from your department that would be an improvement to the proposed system. I am unaware of any negative impacts that this installation would impose on adjacent wells, or septic systems. If you have any questions, please call us at 337- 6179. .E., M.S. NOTE: Attached is a site plan drawing, a design drawing, an Advantex detail, a trench detail, seven soil logs, and a 7 page constnrction specification letter which are all part of the design package for this septic system. 6901 Debarr Road, Suite 2B — Anchorage, AK 99504 — Ph: (907)337-6179 — Fax: (907)338-3246 JAMES WAY --,------ I i---------- I x. LocAn04 `.. I I ♦�_—'_ I I LOCATION LOT 3, BLOCK 2 �// ♦ �� I 3 LOT 4, BLOCK 2 LAKE RIDGE TERRACE LAKE RIDGE TERRACE \♦ % % .♦ ♦\ I I ^ . I I \�� `♦ 111 ' �, PROPOSED --_ II 11 j y x- LOT 2, BLOCK 2 I /1 ♦//i i /i //i/i //// // / / /ii / / /// /� / LAKE RIDGE TERRACE /I o,^' EXISTING TO BE % / .f / / i �/� / i� i/• /1BANDONED� I j ' SEPTIC UPGRADE SEPUPGRADE I l,�'4 TH/2 I IEEE DESIGN, PAGE 2 OF 4) i GARAGE Y( Y( EXISTING __=-- ♦TH16 j Ly J' `\ ASEPTIC . SYSTMEi >I \ 11 i WUY�K7Xi! THjs I Q7 TFf/7 I l7l 1 ti=• I TN/LOT a I BLOCK IA 117H/3 i � QI PQ' DGE TERRACE LAKE RIDGE � I Ld' /QI S LOT 2A, BLOCK TA LAKE RIDGE TERRACE ALASKA `N'ATL'R & WASTIJNVATER CONSULTANTS, INC. 6901 DFAARR ROAD, SUTF. 29 • AWHORAOF. AK 99504 • PNDNF (907)5374179 • FAX (907)136-571 REPARED FOR PHONE NUMBER: PAUL do JUNE RAKER 696-2580 LOT IA. BLOCK 2; LAKE RIDGE TERRACE SUBDIVISION OF WORK: SITE PLAN FOR PROPOSED WELL AND SEPTIC UPGRADE 7/26/2002 4WN BY: J.L.M. ,LE: 1. = 100' +E NUMBER: 1 OF 4 MONROE AVE. ---------- NOTE: THE CONTRACTOR SHALL INSTALL THE DRAINFIELD FIRST. IF SOIL CONDITIONS CHANGE FROM THE SOILS LOG, THEN A HOLDING TANK MAY NEED TO BE INSTALLED. IN EITHER CASE, THE AREA FOR THE NEW TANK MAY NEED BLASTING PERFORMED. LOWER FIRE /LAKE/ /PROPOSEO NEW/ WELL LOCATION INSTALL WATER LINE IN\ ARCTIC PIPE WITH HEAT I \ TRACE. SEE ATTACHED \ DETAIL DRAWING. 1 \ �EBE XISTING WELL TO ASANOONED INSTALL ` / FUNDATIO CLEANOUTN K ,EXISTING S PTIC TANK TO /BE COMPLETELY ABANDONED TH�1 _ — y TH1 i PROPOSED 2000 GALLON STEEL / TREATMENT SYSTEM ANHEPADVANTEX VAULT / /y .. �'i- .... J. • . a•., g O / `k ^; .'. :'.•. AY (SEE NOTE). v/ (SEE DETAIL DRAWING. PACE 3 OF q. �• / �> •^ �� • - t / EXISTING GRAINFIELD TO BE _ • — "M + g / COMPLETELY ABANDONED / a_ .�. TH16 \ (APPROXIMATE LOCATION)TTH 7 TTN/5 L y 6.37.INSTALL BARRIER (SUCH AS-GABION- BASKETS) WITH VISOUEEN BARRIER ?, I IN ORDER TO PROTECT THE DRAINFIELO. z PROPOSED DRAINFIELD. EXCAVATE A TRENCH rte. SETaCK TOI I THAT IS 6 INCHES DEEP MAXIMUM (REMOVE IAKf EDGE SEE NOTE I ALL ORGANICS) BY 5 FEET WIDE BY 38 FEET LONI SAND GFILTER. AND THEN 0.5 FEET OF CLEAN. WASHED SEWER DRAINROCK. THE DISTRIBUTION INOTE: ANY DRAINAGE SWALES MUST BE FILLED WITH RIVER ROCK I LINE IS TO BE ETE INCH SCE O PVC WITH AND GRADED SO THAT NO PONDING OR SURFACE WATER IS WITHIN )/4 DIAMETER l4 INCHES ON CENTER `(30 HOLEINCHS TOTAL). SEE DETAIL DRAWING FOR �II 100 FEET OF THE PROPOSED SEPTIC. CONSTRUCTION SPECIFICATION. PACE 4 OF 4. / JNOTE: THE CONTRACTOR SHALL HAVE ALL THE 100 FEET WELL RADII SHOWN, AND THE 100 FEET SETBACK FROM THE LAKE, AND THE SOUTH LOT LINES / FLAGGED BY A REGISTERED LAND SURVEYOR PRIOR TO ANY CONSTRUCTION. A PORTION OF THE DRIVEWAY WILL NEED TO BE ABANDONED AND/OR MOVED IN ORDER TO MAKE AN AVAILABLE AREA FOR THE SEPTIC SYSTEM. DATE: opdOO 2/26/2002 C... _._.._�-.. _.. _. ._. �. � •� \ DRAWN BY. ALASKA WATER & WASTIRMWrr. n M v�0 CONSULTANTS• INC. 'l� 40 - 6001 OFRAPG ROAD. SUITF ]R • ANCHORAGF. AK 99504 • MONF (007) pot �Tt N' (i PREPARED FOR: PHONI PAUL & JUNE RAKER 6 Dc-f% 4 o p '• Je r A. Gorn s..- LEGAL -LEGAL DESCRIPTION: �01�` Q� D -!9 .FOO LOT IA. BLOCK 2; LAKE RIDGE TERRA v I TYPE OF WORK: DESIGN OF PROPOSED WELL AND SEP1 NOTE: THE CONTRACTOR SHALL INSTALL THE DRAINFIELD FIRST. IF SOIL CONDITIONS CHANGE FROM THE SOILS LOG, THEN A HOLDING TANK MAY NEED TO BE INSTALLED. IN EITHER CASE, THE AREA FOR THE NEW TANK MAY NEED BLASTING PERFORMED. $ i`LOWER FIRE /LAKE/ NEW/ PWEILOLOCCATNION / / INSTALL WATER LINE N / ARCTIC PIPE WITH HEAT 1 \ TRACE. SEE ATTACHED \ — / DETAIL DRAWING.EXI1 _ BEmNG TO ABANDIONED INSTALL I /XE / C/ FOUNDACLLEANOUT \\\ �, O /6E�comp Y ABANDONED TANK TOryJ c4tT� r '�, �TMiT _ / / / \, / / / / PROPOSED 2000 GALLON STEEL S.T.E.P. TANK WITH THE ADVANTEX TREATMENT SYSTEM AND PUMP VAULT / >/ (SEE DETAIL DRAWING, PAGE 3 OF 4).� / EXISTING DRAINFIETD TO BE / \ COMPLETELY ABANDONED \ (APPROXIMATE LOCATION) �1 �--�YHJ3 � i TH/.10 2 / ..✓�. _. •/'et NOTE d. f� TTH 7 TH/6+ LF •moi INSTALL BARRIER (SUCH AS 'GABION' I BASKETS) WITH VISOUEEN BARRIER IN ORDER TO PROTECT THE DRAINFIELD. T00' ) PROPOSED DRAINFIELD. EXCAVATE A TRENCH SETBACK TO LAKEI I THAT IS 6 INCHES DEEP MAXIMUM (REMOVE EDGE SEEN I I ALL ORGANICS) BY 5 FEET WIDE BY 38 FEET LONG. ADD 2.5 FEET OF M.OA APPROVED SAND FILTER. AND THEN 0.5 FEET OF CLEAN. WASHED SEWER DRAINROCK. THE DISTRIBUTION )TE: ANY DRAINAGE SWALES MUST BE FILLED WITH RIVER ROCK 1 �/4 IS TO BE NCH DIAMTETER 114 INCHHE.S ON CCENTER D GRADED SO THAT NO PONDING OR SURFACE WATER IS WITHIN \ (30 HOLES TOTAL)). SEE DETAIL DRAWING FOR 10 FEET OF THE PROPOSED SEPTIC. CONSTRUCTION SPECIFICATION. PAGE 4 OF 4. )TE: THE CONTRACTOR SHALL HAVE ALL THE 100 FEET WELL RADII SHOWN, D THE 100 FEET SETBACK FROM THE LAKE, AND THE SOUTH LOT LINES AGGED BY A REGISTERED LAND SURVEYOR PRIOR TO ANY CONSTRUCTION. PORTION OF THE DRIVEWAY WILL NEED TO BE ABANDONED AND/OR MOVED ORDER TO MAKE AN AVAILABLE AREA FOR THE SEPTIC SYSTEM. DA 210 7/26/20020OF � �4 •'Y� n �qti`� DRAWN BY: P'< .... .. eALASKA «TATER & V�'ASTER'ATER SCALE, J.L.M. Q :\4*� CONSULTANTS, INC. 1" = 40� 0""' """' "' ' "" """ 6001 OFHAG9 GOAD SUITF TG • ANCNOGAGF AK 00SM • G NF (007M?> .79 - FAX (00A53A. MM1 PREPARED FOR: PHONE NUMBER: PAGE NUMBER: PAUL & JUNE RAKER 696-2580 2 OF 4 Jet A. me s - LEGAL DESCRIPTION: OQ °o, 7953 LOT IA, BLOCK 2: LAKE RIDGE TERRACE SUBDIVSION a��te ..• TYPE OF WORK: ��e0"oro Fessloll( DESIGN OF PROPOSED WELL AND SEPTIC SYSTEM UPGRADES �440000� AdvanTex Treatment System P.H�'"TME° MAN AX Series - Mode la ;D�"`'�"`�L One (1) 40x96 Pod IN NOTE: THE BOARD INSULATION TO BE INSTALLED OVER THE SEPTIC TANK k 4' BEYOND ON ALL SIDES EXCEPT UNDER THE ADVANTEX FILTER. THIS WILL ALLOW FOR HEAT TO ESCAPE FROM TANK k RISE TO THE FILTER ABOVE IT. FROM TAN TO FILTER r INSULATION— INLE LD DRAWNB26r/2DD2 J.L.M. ALASKA WATER & NVASTEWATER y�z SCALE CONSULTANT S, INC. N.T.S. .... ' ' .. '"' .•..• 690, DFRARR ROAD. SUITE 7R • ANCNDRAGF. AR 003M. • FNONF f00713376170 • FAX (0071338-3246 O REPARED FOR: PHONE NUMBER: PACE NUMBER: PAUL & JANE RAKER (907) 696-2580 3 OF 4 QO p '•.,1 If G me s.- ! ° 95 EGL. DESCRIPTION:Q LOT 1A, BLOCK 2; LAKE RIDGE TERRACE SUBDIVISION �44�QdProfsSS100, � �40000� YPE OF WORK: DETAIL DRAWING OF ADVANTEX TREATMENT SYSTEM 38 FEET LONG 36 FEET LONG LITERAL MONITORING TUBE —THE DISTRIBUTION LINE IS TO BE 1.25 INCH SCH. 40 PVC WITH 1/4 INCH DIMAETER HOLES OM PUMP VAULT SPACED 14 INCHES ON CENTER (30 HOLES TOTAL). INSTALL PLYWOOD AND VISOUEEN BARRIER AROUND PMIMETER OF DRAINF1LED. MONITORING INSTALL PLYWOOD AND VISOUEEN BARRIER MOUND PMIMETER OF DR INFILED. --% AL GRADE. MUST HAVE 2+ FEET OF COVER FABRIC FEET OF EFFECTIVE GRADE V v SOTHE N. 40 PVC WITH 1/4 IS INNCHOBE DIMMAEfER HOLES 0.5 FEET DEEP SPACED 14 INCHES ON CENTER (30 HOLES To FEET WIDE 2.S FEET OF APPROVED SAND FILTER 10 FEET DATE: 7/26/2002 DRAWN BY: DO ALASKA WATER & WASTE «TATER J'L M' o� CONSULTANTS, INC. N.T.S. 6001 DFAAR0 ROAD. SUITE 26 • ANCNDRAGF. AK 905M• PKONF (00)/3]1-0170' FAX (001)336.31c6 PREPARED FOR: PHONE NUMBER: PACE NUMBER: PAUL do JANE RAKER (907) 696-2580 1 4 OF 4 QO Je LEGAL DESCRIPTION: LOT 1A, BLOCK 2: LAKE RIDGE TERRACE SUBDIVISION TYPE OF WORK: 4�T DETAIL DRAWING OF TRENCH TUBE INSTALL BARRIER TO PROTECT DRAINFlELD RECOMMEND USING GABION' BASKETS) A. a ess: E-79 Na►`< ............ c44v _ood�4 pp0 pp ALASKA WATER & WASTEAVATER CONSULTANTS, INC. �' ..... 90 (907)337-617g (90 7)336-3248 w� SOIL LOG — PERCOLATION TEST .......... LEGAL DESCRIPTION: LOT IA, BLOCK 2: LAKE RIDGE TERRACE SUBDMSION e i a ess. 9 � PERFORMED FOR: PAUL k JUNE RAKER DATE: 6/26/2002 QO°j 79 DE 4�e�p fa sioA�o (feet) TEST HOLE # 1 1 ORGANICS SOIL CLASSIFICATIONS / PROPOSED ,t E%ISf1NG W =_ = ORG , 1 WELL TO BE ...o,, G / / / / ABANDONED 3 ;e.+_ GP ML / Ei/ / �% \ ROPOSED GM CL BED SSEPnC 4 GM/SM/ML GC OL °• •�• a SW MH 5 2 X SP CH SM / i OH 6 BEDROCK SC ExISnNG GARAGE �.: ti¢c a •. 7 SeP�nc / +TMj6 APPROX. THj5 6 LOCATION f TH fT I 1 TH/4 I 9 C.I�� 1 TH/3 SITE PLAN L�o<wnoxir \ 1 100' 10 11 12 13 14 51617 15- 16- 17 18 PERCOLATION RATE 30 (MIN./INCH) PERC. HOLE DIA. 6 (INCHES) 19 TEST RUN BETWEEN 2.0 FT. AND 2.5 FT. 20 A FOUR PRESOAK WAS PERFORMED: NYES �JO SOILS LOGGED BY: JODY MAUS PERCOLATION TEST PERFORMED BY: ZACHARIAH GALL COMMENTS: TEST HOLE UNUSABLE DUE TO RISE IN GROUNDWATER LEVELS. PERFORMED BY AKWWC. INC. 1. JEFFREY A. GARNESS. CERTIFY THAT THIS W P FORMED IN ACCORDANCE WITH ALL STATE AND MUNICIPAL GUIDELINES IN EFFECT ON THIS DATE: Z DEPTH TO GROUNDWATER DATE SEEPS 4.0'-4.5' 6/26/2002 2.75' 7/1/2002 6 28 2002 1 8:35 — DATE READING CLOCK TIME NET TIME (MINUTES) WATER LEVEL READING NET DROP (INCHES) 6 28 2002 1 8:35 — 6" 0" 2 9:05 30 4 3 4" 1 1 4" 3 9:05 — 6" 0" 4 9:35 30 5' 1' 5 9:35 — 6" 0" 8 10:05 30 5' 1' ALASKA WATER & WASTEWATER CONSULTANTS, INC. 90 1 D • AX: (907)338-32" ' O��Gawn SOIL LOG - PERCOLATION TEST LEGAL DESCRIPTION: LOT 1A, BLOCK 2: LAKE RIDGE TERRACE SUBDIVISION PERFORMED FOR: PAUL k JUNE RAKER DATE: 6/26/2002 (E = _ 7 10 11 12 13 14 15 16 17 18 19 20 DEPTH TO DATE GROUNDWATER DRY 6/26/2002 PROPOSED CLOCK ORU AN I CS WATER LEVEL NET DROP COSTING TIME (MINUTES) WELL TO BE SOIL CLASSIFICATIONS �Al / /� J \ PROPOSED I ORG 1 SEPTIC SYSTEM L'❖. 1GP111111111ML ON.S EO Ilrlll!11//%CL UNS BEDROCK�//.moi.GCHHN • ' TM'2 Y i✓ / �� D(STINC` � • , % e IIIlillllMH )f¢`r .. , IXISTING //%CH SEPTIC TO '1111+11+ • , I THIS LOCATK)N SC THj7 I O I TH14 i T1+13 SITE PLAN 7 10 11 12 13 14 15 16 17 18 19 20 DEPTH TO DATE GROUNDWATER DRY 6/26/2002 PROPOSED CLOCK E WATER LEVEL NET DROP COSTING TIME (MINUTES) WELL TO BE ABANDONED �Al / /� J \ PROPOSED p _ j� // B \ 1 SEPTIC SYSTEM 10 ON.S EO UNS JpNgV�- ' TM'2 Y i✓ / �� D(STINC` � • , % e GARAGE )f¢`r .. , IXISTING �� _; / +THIS SEPTIC TO SYSTEM , I THIS LOCATK)N THj7 I O I TH14 i T1+13 SITE PLAN \ 10-100, LAP DATE READING CLOCK NET TIME WATER LEVEL NET DROP TIME (MINUTES) READING (INCHES) SES ON.S EO UNS JpNgV�- N0� QBE TO � O OQ PERCOLATION RATE - (MIN./INCH) PERC. HOLE DIA. 6 (INCHES) TEST RUN BETWEEN - FT. AND - FT. A FOUR PRESOAK WAS PERFORMED: ❑YES ❑JO SOILS LOGGED BY: JODY MAUS PERCOLATION TEST PERFORMED BY: COMMENTS: PERFORMED BY AKWWC, INC. I, JEFFREY A. GARNESS, CERTIFY THAT THIS VIAS P RFORMED IN ACCORDANCE WITH ALL STATE AND MUNICIPAL GUIDELINES IN EFFECT ON THIS DATE:Q2 6�OF ALASKA WATER & WASTE, WATE CONSULTANTS, INC.,;; SOIL LOG — PERCOLATION TEST LEGAL DESCRIPTION: LOT 1A BLOCK 2: LAKE RIDGE TERRACE SUBDIVISIONoa a of A. a ess. ` p PAUL & JUNE RAKER DATE: 7/11/2002 0�6 —7953 PERFORMED FOR: 0 .,. •,.•• p DEPT (feet =—_— ICS 0000�� 18' ORGANTEST HOLE 3 SOIL CLASSIFICATIONS �� PROBED �EXISTING 2 GW .cc_ ORG i / \ \WELL DONED 3 GM/SM ='! GP ML /��N� i� \ ROPOSED MIXED WITH GM CL BEodo6 �� 1 SEPTIC 4 FRACTURED GC OL BEDROCK SW MH '• •'• SP CH 5 BEDROCK SC Sm ' ' / OH Y�✓ IXlsnNc nl�z _ s (REFUSAL) IXISTINc — +THIG 7 DEPTH T DATE sEPnc GROUNDWATER SYSTEM g DRY 7/11/2002 E�DCAfX*>>N I TH%7fs I DRY 7/23/2002 ,,cc�cc I TH/4 I 9 �0� I TM#3 SITE PLAN ExwTwN 10 DATE READING CLOCK NET TIME WATER LEVEL NET DROP 11 TIME (MINUTES) READING (INCHES) 12 No 13 14 15 16 17 18 PERCOLATION RATE — (MIN./INCH) PERC. HOLE DIA. 6 (INCHES) 19 TEST RUN BETWEEN — FT. AND — FT. 20 A FOUR PRESOAK WAS PERFORMED: DYES DAO SOILS LOGGED BY: JODY MAUS PERCOLATION TEST PERFORMED BY: COMMENTS: PERFORMED BY AKWWC, INC. 1, JEFFREY A. GARNESS, CERTIFY THAT THIS WAS ER ORMED IN ACCORDANCE WITH ALL STATE AND MUNICIPAL GUIDELINES IN EFFECT ON THIS DATE: OR\ ooJE O\ Y\0� �yCO P No ALASKA WATER & WASTEWATER CONSULTANTS, INC. LEGAL DESCRIPTION: LOT IA, BLOCK 2; LAKE RIDGE TERRACE SUBDIVISION PERFORMED FOR: PAUL & JUNE RAKER DATE: 7/11/2002 D' ett6. ORGANICS TEST HOLE #74 Lm1 8 9 10 11 12 15 16 17 18 DEPTH TO DATE GROUNDWATER DRY 7/11/2002 DRY 7/23/2002 / PROPOSED � I NET TIME (MINUTES) WATER LEVEL READING / WELL SOIL CLASSIFICATIONS 0 1 WELL TO BE ABANDONED /�7(IN6 / / /% \ ROPOSED RBtD / GM/SM1GPIIIIIIIIIML 1 SEPTIC t SYSTEM / ;/ MIXED WITHGMN 1//%CL Np iFRACTURED X GC OL 142 BEDROCK!Et swMH Ilillllll EXISTING GARAGE .% N'q.,,' .. u• . '.1 . E%ISTING- SEPTICSYSTEM _ iiia.CH � tt i TMis il11111� • i lM�i �cO I TNi4 TNp SITE PLAN i ys�i!i!SC �rioX. 8 9 10 11 12 15 16 17 18 DEPTH TO DATE GROUNDWATER DRY 7/11/2002 DRY 7/23/2002 / PROPOSED � I NET TIME (MINUTES) WATER LEVEL READING / WELL EXISTING 0 1 WELL TO BE ABANDONED /�7(IN6 / / /% \ ROPOSED RBtD / 1 SEPTIC t SYSTEM / ;/ .� Np 142 EXISTING GARAGE .% N'q.,,' .. u• . '.1 . E%ISTING- SEPTICSYSTEM i TMis LOCATION tNi7 i �cO I TNi4 TNp SITE PLAN i �rioX. DATE READING CLOCK TIME I NET TIME (MINUTES) WATER LEVEL READING NET DROP (INCHES) 0 � OR \{0 Q�EpRMf9 Q��CO Np 19 I PERCOLATION RATE _ (MIN./INCH) PERC. HOLE DIA. 6 (INCHES) I�—JI TEST RUN BETWEEN FT. AND FT. 20 A FOUR PRESOAK WAS PERFORMED: [3 YES E340 SOILS LOGGED BY: JODY MAUS PERCOLATION TEST PERFORMED BY: COMMENTS: PERFORMED BY AKWWC, INC. I, JEFFREY A. GARNESS, CERTIFY THAT THIS WA PE ORMED IN ACCORDANCE WITH ALL STATE AND MUNICIPAL GUIDELINES IN EFFECT ON THIS DATE: 3 o��F o0�4 ALASKA WATER & WASTEWATER CONSULTANTS. INC. ool SOIL LOG — PERCOLATION TEST .. .. ..........D LEGAL DESCRIPTION: LOT 10. BLOCK 2: LAKE RIDCE TERRACE SUBDIVISION o00 a .. e A. E 7953 nese • PERFORMED FOR: PAUL & JUNE RAKER DATE: 7/11/2002 pppe• DE __ 2. ORGANICS ��dp�olsaslo�°oo (feet)-"TrEST HOLE #5 0400000 1 PROPOSED SOIL CLASSIFICATIONS GM/SM i wELL ` EXISTING 2 MIXED WITH ___ WELL TO BE b.',: GW -- = ORG � � ABANDONED FRACTURED i i i i 3 BEDROCK + = GP ML /�A N, i� \ ROPOSED GM CL B t SEanc GCFTTTTT OL % srslEu 4 (REFUSAL) BEDROCK.N. a SW MH / 5 '. ••.: SP CH i �� TN12 SM OH 6, SC / ExImNO ��- f � GARAGE 7 SEPTIC ♦TH/8 SYSTEM R ROAN' f TM'S e TH/7 I TH/4 9 �� 1 TM13 SITE PLAN ESP X. \ 1'-100' 10 11 12 13 14 15- 16 17 18 PERCOLATION RATE — (MIN./INCH) PERC. HOLE DIA. 6 (INCHES) 19 TEST RUN BETWEEN — FT. AND — FT. 20 A FOUR PRESOAK WAS PERFORMED: ❑YES [a10 SOILS LOGGED BY: JODY MAUS PERCOLATION TEST PERFORMED BY: COMMENTS: PERFORMED BY AKWWC, INC. I, JEFFREY A. GARNESS, CERTIFY THAT THIS AS PERFORMED IN ACCORDANCE WITH ALL STATE AND MUNICIPAL GUIDELINES IN EFFECT ON THIS DATE: '_ DEPTH TO DATE GROUNDWATER DRY 7 11/2002 DRY DATE READING CLOCK TIME NET TIME (MINUTES) 7/23/2002 DATE READING CLOCK TIME NET TIME (MINUTES) WATER LEVEL READING NET DROP (INCHES) NG 0\ G0,1F" OR` t\O� OR •t\ON � EORMF9 P� Q�GO NO ALASKA WATER & WASTEWATER CONSULTANTS. INC. 6voi SOIL LOG —PERCOLATION TEST LEGAL DESCRIPTION: LOT 1A, BLOCK 2: LAKE RIDGE TERRACE SUBDIVISION PERFORMED FOR: PAUL & JUNE RAKER DATE: 7/11/2002 DEPTH _--_ (feet) __-- TEST HOLE 6 1 -- 7 8 9 10 11 12 GM/SM/ML WITH SOME CL LENSES 16 iri 18 DEPTH TO DATE GROUNDWATER 3.5' 7/11/2002 ♦TH/6 STH/5 -THf7 H/4 13 PTF 1•!1i NET DROP I DATE READING CLOCK I NET TIME (MINUTES) I WATER READ NG ELI (INCHES) � PERCOLATION RATE _ (MIN./INCH) PERC. HOLE DIA. 6 (INCHES) 19 TEST RUN BETWEEN FT. AND FT. 20 A FOUR PRESOAK WAS PERFORMED: DYES I]JO SOILS LOGGED BY: JODY MAUS PERCOLATION TEST PERFORMED BY: COMMENTS: PERFORMED BY AKWWC, INC. I, JEFFREY A. GARNESS, CERTIFY THAT THIS WAS ERFORMED IN ACCORDANCE WITH ALL STATE AND MUNICIPAL GUIDELINES IN EFFECT ON THIS DATE: 2 O ---- SOIL CLASSIFICATIONS ___- ORGANICS :�;. - GP ML ,3— -__= GM CL GC OL 41 ____- °• •°• o SW MH __-__ '• •'•22 SP CH 5 _-- SM i OH SC 6 7 8 9 10 11 12 GM/SM/ML WITH SOME CL LENSES 16 iri 18 DEPTH TO DATE GROUNDWATER 3.5' 7/11/2002 ♦TH/6 STH/5 -THf7 H/4 13 PTF 1•!1i NET DROP I DATE READING CLOCK I NET TIME (MINUTES) I WATER READ NG ELI (INCHES) � PERCOLATION RATE _ (MIN./INCH) PERC. HOLE DIA. 6 (INCHES) 19 TEST RUN BETWEEN FT. AND FT. 20 A FOUR PRESOAK WAS PERFORMED: DYES I]JO SOILS LOGGED BY: JODY MAUS PERCOLATION TEST PERFORMED BY: COMMENTS: PERFORMED BY AKWWC, INC. I, JEFFREY A. GARNESS, CERTIFY THAT THIS WAS ERFORMED IN ACCORDANCE WITH ALL STATE AND MUNICIPAL GUIDELINES IN EFFECT ON THIS DATE: 2 O ALASKA WATER &: WASTEWATER CONSULTANTS, INC. 90 179 I FAk' 90 ""csom SOIL LOG — PERCOLATION TEST LEGAL DESCRIPTION: LOT 1A. BLOCK 2: LAKE RIDGE TERRACE SUBDMSION O e ••., If A. ss: PERFORMED FOR: PAUL k JUNE RAKER DATE: 7/16/2002 �0�� 7953DEMli : `F (feet) = 3" ORGANICS TEST HOLE 7 ��DOpp teesioa�� 4000 0 1 GM/SM SOIL CLASSIFICATIONS i PROPOSED 2 / WELL E%ISTING MIXED WITH a: o': GW =.c. ORG , t WELL OBE FRACTURED `L:.;+� GP ML / � � i�� i i � PROPOSED 3 BEDROCK GM CL M �� t �M 4 GC OL /I+yS ..�.: SW MH BEDROCK •. ••.: SP CH / / Tt+/2 I 5 (REFUSAL) SM ' / OH /�� -- 6 SC EXISTING GARAGE ":4`c �• :., . 7 EXISTING EP IC ---_ / +TH/8 SYSTEM THIS I 6 LOunoN TH17 �G� I TH/4 ' 9 (AP X. I TH�� SITE PLAN AP t t" -too 10- 11— 12 13 14 15 16 17 18 PERCOLATION RATE 2.67 (MIN./INCH) PERC. HOLE DIA. 6 (INCHES) 19 TEST RUN BETWEEN 0.5 FT. AND 1.0 FT. 20 A FOUR PRESOAK WAS PERFORMED: NYES c3JO SOILS LOGGED BY: JODY MAUS PERCOLATION TEST PERFORMED BY: CALEB GALL COMMENTS: PERFORMED BY AKWWC, INC. I, JEFFREY A. GARNESS, CERTIFY THAT THIS P RFORMED IN ACCORDANCE WITH ALL STATE AND MUNICIPAL GUIDELINES IN EFFECT ON THIS DATE: DEPTH TO GROUNDWATER DATE DRY 7/16/2002 o� NET DROP (INCHES) µoMoti 1 1:00 - DATE 17— READING CLOCK TIME NET TIME (MINUTES) WATER LEVEL READING NET DROP (INCHES) 7/18/2002 1 1:00 - 6" - 2 1:10 10 2-1 4" 3-3 4" 3 1:10 — 6" — 4 1:20 10 2-1 4" 3-3 4" 5 1:20 — 6" — g 1:30 10 2-1 4" 3-3 4" 7 1:30 — 6" — 8 1:40 10 2-1 4" 3-3 4" 9 1:40 — " 6- — 10 1:50 10 2-1 4" 3-3 4" 11 1:50 — 6" — 12 2:00 10 2-1 4" 3-31e LINSTALL INSULATOR B Sanitary Well Cap Win & Casing and Secure Ground Wire to Casin Electrical Pump Wiro. Coll Inside MOUND THE BACKFILL ODER Casing so R Extends 2' Above Casing when Extended THE WATEUNE Y 6 INCHES APPROXIMATELY Slops to Drain FroSETTLEMENT. ALL BACKFILL Pull Pipe SHALL BE COMPACTED. 4 FEET MIN SOIL COVER ARCTIC PIPE Flexible Conduit. Sealtits + 1 INCH HDPE FROM HOUSE. SEE NOTE 2. or Approved Equal SERVICE LINE. IN Extend to 24' Below ARCTIC PIPE. NO ELECTRICAL Grade. N JOINTS FROM POWER FROM J PROVIDE 4 INCHES PRESS TO HOUSE THE THE HOUSE OF BOARD L—LJLLJ�L1J• INSULATION 36 INCHES AROUND PERMIMETER OF CASING Seal Bottom of Trench Around Well With Bentonite CONNECT HDPE SERVICE LINE BACKFILL MOUND THE CASING, Soil Mixture. TO THE PIT ESS ADAPTER IN THE VICINITY OF THE WITH A 'FORD' C86-44 PACK PITCONNECTION AN THE JOINT COUPLING OR SERVICE LINE, SHALL BE NFS GROUTING APPROVED EQUAL MATERIAL COMPACTED TO 95% SHALL. BE AS PER MOA INSTALL HEAT TRACING ON THE REGULATIONS DROP PIPE TO A DEPTH OF 10 Torque Amstor FEET BELOW GRADE. CONNECT THE HEAT TRACE TO THE DROP NOTES: PIPE WITH CABLE TIES EVERY 5 1. THE WATER SERVICE LINE SHALL BE 100 PSI RATED Check Valve (Supplied with Pump) FEET. EXTEND THE HEAT TRACE TO THE TOP OF THE WELL CASING HDPE LINE THAT IS NSF 61 APPROVED. AND TERMINATE IN A Submersible Pump. WEATHERPROOF JUNCTION BOX ON 2. THE ARCTIC PIPE SHALL HAVE A 4 INCH HDPE INNER THE SIDE OF THE CASING. CORE WITH A SOR-17 MINIMUM WALL THICKNESS. THE `Well Casing ROUTE THE POWER SUPPLY BACK OUTER CORE SHALL BE CORRUGATED HDPE (ADS N-12 OR TO THE HOUSE THOUGH CONDUIT RANCOR Hip OR AN APPROVED EQUAL). OR POLYSHIELD Well Screen. UNTIL AT LEAST 24 INCHES SS100 'HIGH E. THE INSULATION SHALL. BE URETHANE BELOW GRADE AND THEN USE DIRECT BURIAL CONDUIT BACK TO FOAM WITH A MINIMUM K—FACTOR OF 0.155 HOUSE PROVIDE A PLUG BTU—In/hr—sq.tL—deg F. A 5/8 INCH HIGH X 1.5 INCHTHE LANK SECRON AND CFl OUTLET BACK AT THE WIDE HEAT TRACE CHANNEL SHALL BE SECURED TO THE IF REQUIRED HOUSE INNER CORE PIPE. THE PIPE SOURCE SHALL BE MASKELL—ROBBINS (ANCHORAGE. ALASKA OFFICE: 274-2164). 3. THE HEAT TRACE SHALL RAYCHEM 5BN—ICT WITH A Q „ '�•' FIVE (5) WATT PER FOOT CAPACITY AT 120 VOLTS. IT • ;Vv SHALL BE SELF LIMITING AND GFl RATED. THE END CAPS SHALL BE A RAYCHEM PMKG—LE OR APPROVED EQUAL THE POWER END OF THE HEAT TRACE (IN THE RESIDENCE) *,r SHALL BE FITTED WITH A CFl PLUG CONNECTION. ie< DATE: o t f= 'sem= JULY 30, 2002 N - 3 ,., DRAWN BY: O • ... ............: ROFESS% '._-'-_Y .._ .. _ _ .. JAG ALASKA NVATER & `VASTI;R'ATI:R SCALE: CONSULTANTS, INC. NTS 6001 DFRAW ROAD, 9xTE 29 ' ANCHORAGE. AK 90504 • PHONE (907)337-0170 • FAx (907)33R.5266 PREPARED FOR: PHONE NUMBER: PAUL RAKER & JAY SKAGGS 696-2580 (RAKER) & 271-4736 (SKAGGS WK#) LEGAL DESCRIPTION LAKE RIDGE TERRACE, 11-1A, B2 DETAIL: WATER SERVICE LINE (IN ARCTIC PIPE) FOR SHALLOW BEDROCK WELL GRAB HPI JV GP'OJER ANCHORAGE AREA BOROIT'aH HEALTH DEPARTMENT + 327 EAGLE ST. ANCHORAGE, ALASKA 99501 27.-2511 INSPECTION REPORT ON-SITE SEWAGE DISPOSAL SYSTEM I&D Gkl5AnnOCCC MAILING IRS 7 L.LlMIS! e � eSTT°ocy r L VV LOCATION F�K� L ` �`- LEGAL DESCRIPTION_4Ofi /��' �'11 • let t n_z_r_ SEPTIC TANK: NUMBER OF DISTANCE FROM WELL o/ MATERIAL eh"'I 'OACe-OMPARTMENTS / �fPr.A'lY�i` 7AW,< UOUID LIQUID CAPACITY l0tya GALLONS. INSIDE LENGTH INSIDE WIDTH—DEPTH— SEEPAGE IDTH DEPTH SEEPAGE SYSTEM: SEEPAGE PIT: NUMBER OF PITS OUTSIDE DIAMETER OR WIDTH LENGTH , DEPTH LINING MATERIAL 9 . DISTANCE FROM WEIL /on ! ,BUILDING FOUNDATION GO r , NEAREST LOT LINE TOTAL EFFECTIVE ABSORPTION AREA (WALL AREA) lac SO. FT. TILE DRAIN FIELD: f TOTAL LENGTH -7, DISTANCE FROM WELL X00 , FOUNDATION , NEAREST LOT LINE , OF LINES % NUMBER OF LINES 3 DISTANCE BETWEEN LINES G' TRENCH WIDTH IN. TOTAL EFFECTIVE ABSORPTION AREA SO. FT. LENGTH OF EACH LINE DEPTH: TOP OF TILE TO FINISH OF FILTER MATERIAL BENEATH TILE--3-11—IN. ABOVE TILE -3_/ WELL: %lb7 f ,IJL S 4j*`[ DISTANCE FROM WATER TYPE DEPTH ,BUILDING FOUNDATION. SAMPLE , NEAREST NEAREST SEPTIC SEEPAGE OTHER LOT LINE , SEWER LINE , TANK , SYSTEM , CESSPOOL . SOURCES_ DIAGRAM OF SYSTEM DISTANCES: f 146u 4z �L`¢tL 01) F = YST E I { . �'' • " ' APPROVED— DATE HEAUH AU nONtlr GAABH� -2. GREATEI^ANCHORAGE AREA r;)ROUGH t HEALTH DEPARTDIENT 327 Eagle St. Anchorage, Alaska 99501 279-2511 SEWAGE DISPOSAL SYSTEM - APPLICATION & PERMIT Case No.s NAME OF APPLICANT��nNAGI� � i�%i MAILING ADDRESS 702 LUal g IS PHONE NOLO- SZ7Z RESIDENCE ADDRESS )'h til f LOCATION OF INSTALLATION AC )PinGZ_ 70 ? e CZ LEGAL DESCRIPTION L0 T APPLICATION TO INSTALL: SEPTIC TANK , SEEPAGE PIT , DRAIN FIELD , OTHER TO SERVE THE FOLLOWING FACILITY FINANCED THROUGH TO BE INSTALLED BY PE"Obt4 'EST RESULTS q / �/ ANTICIPATED DATE OF COMPLETION d "r Il1(� i7 G i 3¢4 -Si6ti1340-13291 BELOW TO BEFILLLE1•DD OUT BY HEALTH DEPARTMENT THIS IS TO SERVE AS M �� -6-AA-P-�l ,PERMIT TO INSTALL A M4 1J c ^ AS DESCRIBED BELOW, SIZE OF UNIT TO BE SERVED OCA7vti'7- . SEPTIC TANK SIZE 7-5-D TYPE SEEPAGE AREA TYPE eE DIAGRAM OF SYSTEM C.L✓ DISTANCES: N1 //J Skoco 0 W/o U4 5o I I s �esl . Authority I certify that I am familiar with the requirements of Greater Anchorage Area Borough Ordinance No. 28-68 and that the above described ystem is , accordance with said code. DATE f%` APPLICANTS SIGNATURE �/�' JREATER ANCHORAGE AREA BOROUGH' HEALTH DEPARTMEN'T 327 EAGLE STREET ANCHORAGE, ALASKA 99501 CASE ~ .... - ' i 'T s~ ..... ~-Percolat on e Thzs Form Reports a. Sozls Depth Feet Soll Characteristics Location Sketch Was Ground Water Encountered?/__~ c~9~ezt* If Yes~ A%.~,'?at Depth~ . ~ Reading Date Gross Time Net Time Depth To H20 Net Drop Prop ~sm~. installat~, on: ~eepage. Pzt~0/,~/~.g Drazn F~eld ..... Depth Of Inlet__~/~/2/~/lO~/? Depth To Bottom Of Pit Or Trench Test Performed By: ~~ Data Certified By: ~:z~v~,~ ~Z~6 r 1.4,t 0 G i�- d Municipality of Anchorage Development Services Department E: Building Safety Division ,. Onsite Water & Wastewater Program 4700 South Bragaw St. P.O. Box 196650 Anchorage, AK 99519-6650 www.ci.anchorage.ak.us (907) 343-7904 �3 CERTIFICATE OF HEALTH AUTHORITY APPROVAL / FOR A SINGLE FAMILY DWELLING Parcell.D. 051-315-50 HAA#�7e� 1. GENERAL INFORMATION Expiration Date: Complete legal description LOT 1A, BLOCK 2: LAKE RIDGE TERRACE SUBDIVISION 0 Individual On-site 10 Location (site address or directions) 15046 EAST LAKE RIDGE DRIVE ' EAGLE RIVER, AK Current Property owner(s) Mailing address Lending agency Mailing address Real Estate Agent Mailing address PAUL do JUNE RAKER Dayphone 696-2580 15046 EAST LAKE RIDGE DRIVE • EAGLE RIVER, AK 99577 Day phone LES BAILEY w/ PRUDENTIAL VISTA Day phone 16635 CENTERFIELD DRIVE • EAGLE RIVER, AK 99577 Unless otherwise requested, HAA will be held by DSD for pickup. 2. NUMBER OF BEDROOMS: 2 689-6451 3. TYPE OF WATER SUPPLY: TYPE OF WASTEWATER DISPOSAL: Individual Well 0 Individual On-site 10 Individual Water Storage ❑ Individual Holding tank ❑ Community Class Well ❑ Community On-site ❑ Public Water System ❑ Public Sewer ❑ The Municipality of Anchorage Development Services Department (DSD) Issues Certificates of Health Authority Approval (HAA) based only upon the representations given in paragraph 4 by an independent professional civil engineer registered in the State of Alaska. Certificates of Health Authority Approval are required for the transfer of title (except between spouses) for properties served by a single-family on-site wastewater disposal and/or water supply system. DSD also issues HAAs upon request to homeowners. Certificates of Health Authority Approval are valid for 90 days from the date of issue for properties served by a private or Class C well and may be reissued with new water samples. (Certificates may be reissued for a period of up to one year with valid water samples.) Certificates are valid for one year for properties served by Class A or B wells or a public water system. The Municipality of Anchorage is not responsible for errors or omissions in the professional engineers work. Note: Alaska Water and Wastewater Consultants, Inc. shall be paid $ at, orprior to closing forthe engineering services provided. 4. STATEMENT OF INSPECTION BY ENGINEER As certified by my seal affixed hereto and as of the validation date shown below, I verify that my investigation, based on procedures outlined in the Health Authority Approval Guidelines for this application, shows that the on-site water supply and/or wastewater disposal system is(are) safe, functional and adequate for the number of bedrooms and type of structure indicated herein. I further verify that based on the information obtained from the Municipality of Anchorage 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 ALASKA WATER & WASTEWATER CONSULTANTS. INC. Phone 337-6179 Address 6901 DEBARR ROAD. SUITE 28 ' ANCHORAGE. AK 99504 Engineer's Printed Name JEFFREY A. GARNESS, P.E. Date Engineer's Comments: In conducting this evaluation, AKWWC, Inc. 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. AKAWC, Inc. 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 filowing stipulations: Attachments: HAA Checklist 1/ Septic System Advisory Well Flow Advisory Manitenance Agreements Supplemental Engineer's Reort Other ByC%3%??= /2�. ✓� Original Certificate Date: (Rev. 12MI) ON-SITE UleToo etin WASTEWATER ByC%3%??= /2�. ✓� Original Certificate Date: (Rev. 12MI) Municipality of Anchorage Development Services Department �J Building Safety DNblon Onsite Water & Wastewater Program 47W South BragaW St. P.O. Box 196650 Anchorage, AK 99519.6650 www.cLandwrage.ek.us (907)943-7904 HEALTH AUTHORITY APPROVAL CHECKLIST Legal Description: LOT IA. BLOCK 2: LAKE RIDGE TERRACE S/D Parcel ID: 051-315-50 A. WELL DATA Well type PRIVATE If A, B, or C provide PWSIDB N/A Date completed 8/11/02 Sanitary seal (Y/N) YES TD eEDR= Total depth 347 ft. Cased to 17 ft. FROM WELL LOG Date of test 8/11102 Statle water level 28 ft. Well production 2.0 9— p.m-WATER SAMPLE RESULTS: WOO Log (YM) YES Wires party protected (YM) YES Casing height (above ground) 18+ In. AT INSPECTION ft. g.p.m. Cokfonn 0 colonies/100 ml. Nitrate 0.310 rng,/L, Other bacteria 0 colonies/100 ml. Arsenic: N/A mgJL. Date of sample: 6/28-29/02 Collected by: AKWWC, INC. B. SEPTIC/HOLDING TANK DATA Tank Type/Matertai S.T.E.P.(STEEL Date ksataged 8/23/02-9/10/02 Tank size 2000 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 Date of pumping NEW Pumper C. ABSORPTION FIELD DATA .813" FlMUL GRADE 2.97 TO 3.62 OF S" F4.TE6 Bo.ow TOTAL DWIX Date installed a/23-9/10/02 Solt rating .p.d ft'/bdml) 4_0 System type 5—WIDE Length 38 ft. Width 5 ft. Gravel below pipe 0.53 ft. Total depth'2•77+ — ft. Eft. absorption area 190 ft' Monitoring tube YES Depression over field NO Date of adequacy test NEW Results (Pass/Fafl) — For E bedrooms Fluid depth In absorption field before test = in. Water added =gal New depth =In. Elapsed Tune: = min. Final fluid depth = in. Absorption rate >_ — g.p.d. Any rejuvenation treatment (past 12 mo.) (Y/N & type) — If yes, give date — D. LIFT STATION Date installed 8/23-9/10/02 Size in gallons 2000/43.5 Manhole/Acoess (Y/N) YES 'Pump on' level at ss 3z n. 'Pump ofr level at eMn. High water alarm level at 45/36 In. Datum BOTTOM OF TANK Cycles tested NEW Meets alarm & circuit requirements? YES E. SEPARATION DISTANCES SEPARATION DISTANCES FROM WELL ON LOT TO: Septic tankiliit station on lot 1000+ Absorption field on lot 100'+ Public sewer main N/A On adjacent kits 100'+ On adjacent kits 100'+ Public sewer manhote/deanout N/A Sewer /septic service line 25'+ Holding tank N/A SEPARATION DISTANCES FROM SEPTIGHOLDING TANK ON LOT TO: Building foundation 5'+ Property line 5'+ Absorption field 5'+ Water main N/A Water service line 10'+ Surface water 100'+ Wells on adjacent lots 100'+ SEPARATION DISTANCE FROM ABSORPTION FIELD ON LOT TO: Property line 10'+ Building foundation 10'+ Water main N/A Water service line 10'+ Surface water 100'+ Driveway, parking/vehide storage 10'+ Curtain drain NONE KNOWN Wells on adjacent lots 100'+ F. COMMENTS G. ENGINEER'S I ceRlfy that 1 have determined through field inspectlons and 1i Y 1 ! r# review of Municipal records that the above systems are In """' .. .. ... ... "' •' •' oonformance with MOA HAA guidelines in effect on this date. H ey A. m ss: Engineer's Printed N ....... me JEFFREY A GARNESS �'••7953 Date w�L�t4 fi�e.• ' �o P�atossaad HAA Fee $ M5 * ( 5D =525 " - -slt Date of Payment 1113102- , Receipt Number 2-551(a (Rsv. 12101) Waiver Fee $ Date of Payment Receipt Number SEP -03-02 04:50P11 FR011-ME ENVIRONIENTAI SRV G CTBE Environmental Services Inc. LTA. rrriirriirrrrrrrri� CM ReLN 1025484001 Client Name AK Water & Wastewater Consultants Inc. Project NameM Lot IA. Blk 2; Lake Ridge Terr Client Sample ED Outside Hose Bib Matrix Drinking Water Ordered By PWS1D 0 Sample Remarks: 9075615301 T-235 P.02/02 F-864 All Dates/rimes are Alaska Standard Time Printed Dste/Mme 09/032002 8:38 Collected Date/rime 0826/2002 14:40 Received Date/time 08262002 16:20 Released By Allowable Prep Analysis Parameter Resalts PQL Units Method Lhnits Date Date Inil Staters Department Nitnue-N Microbiology Laboratory Total Coliform 0.310 0.200 mg/L EPA 300.0 (r10) 0826/02 JDT TNTC OB W/Fecal Co , col/100mL SM18 922213 (<=1) 0826/02 KAP SY� J e-30-02:17144 ;CT and E Aw c :6616301 0 2/ 2 ME Enviro!nm��' e4 Laboratory Division rr.®srer�a�s�aProawe®®o�srrv'sssio®do®.vrmsr®vse®®© 200'W. Potter Drive Drinking Water Analysis Report for Total Coliform Bacteria Anehorage, AK 99518-1605 Tel:l9aT1562.2343 READ INSTRUCTIONS ONREI'ERSE SIDE BEFORE COLLECTINGS Tn al COMPLETED BY LABORATORY t -- - L�-� w O PUBLIC WATER SYSTEM I.D. q PRIVATE WATER SYSTEM O O Send Results O Send Invoke O 13 '°r• •,• �'jniio:a'ski�ltfu��eidSQ�'..'.. •.. y V .Y O Send Ruults O Sendlnlroler SAMPLE DATE: Month Day Year SAMPLE TYPE: O Treated Water X Routine ine sample }(• Untreated Water O Repeat Sample (for rout with lab ref. no:�� /K . O' Special Purpose •lime ' Collected SAMPLE LOCATION- Collected By t4crr A --- Z �0F•Tu��M, AJl 7—: nan,.Nim sis shows this Water SAMPLE to be: Satisfactory Unsatisfactory Sample over 30 hours ol'd, results may be unreliable . Sample too long in transit-, sample should not be over3ilphours old at examination to indicate reliable results. Please send new sample via special deli ery trail. - Date Received Time Recelved Analysis Began 6iQ Analytical Method:. 13 X- M�Ora�nei Gtlter • Number of colonieVI 00 ml. Lab Ref.No. Result* Analyst to Z/n550. Y8� F A— • —T — 'Sent to A.D.E.C. Anch Fbks Jun 0 Fixed Date: Time: . Client notified of unsatlsf2etory results:, Phoned Spoke with --• 2 Date: Time: JTJ is rtn -' BACTERIOLQGICAL WATER ANALYSIS RECORD htMO•h1llGResult: Total coliform F- Coli - �_• Coloaies/100 mt Membrane Filter: Direct Count , Verification: LTB rxrl COLIFIRM Fecal conform Confirmation Final Membrane Fitter Results Coliform/100 ml ,..\��Date 7-TimeL__ hrs Reported By �` [dam -`— Comments: AshSGS Marnherof the SGS Grouo(SOcldtd Gdndralede Surveillance) rNrc- r» N...~ r. c...r os-oar.s.nn14 �I■%�§E > [ k(�?§ 1 LU & « § co P. co 1911 § a;C)zmo20! R§p �Mc § Q5!rte ;cu, �2 { �K��g2\ § QoG§§2�oR§i / § ()000IE 2�A E AR§E§g�rrl of)@ &&o%kSK§Ez : � ��■ , � , (A �q R c EAST LAKE RIDGE mrVE < - (n 3 2 �cstrI •, Com.- �-Y ,30 S. LEGAL DESCRIPTION MUNICIPALITY OF ANCHORAGEp�.�yyO0tD1ppEPT. OF 1 ?ALT 18 : . I`_CTION f 1A Slack 2 DEPARTMENT OF HEALTH 6 ENVIRONMENTAL PROTECTIWeNMENT.-.. • 526 L Street • Anchorage, Muslim 58601 FEB 13 1979. DO as� ENVIRONMENTAL ENGINEERING DIVISION S. TYPE OF RESIDENCE Telephone 2644729 RECEIVED REQUEST FOR APPROVAL OF INDIVIDUAL WATER AND SEWER FACILITIES DIRECTIONS: Complete all Pent on Peen 1. Inmmwkft reeewb will not be praeemad. PI48_MtE1R(t1 *b @111YdgYtlgT-preCM151S. 1. PROPS TY DIN/ER 0 Two ❑ Five PHONE W"O, V ¢///+7 MAILING ADDRESS ' ATTACH WELL LOG. A well log is required for all walls drilled PROPERTY RESIDENT lit different kom above) i E 2 SuvE depth (attach log if available.) PHONE d 4 r 6 - 5, O MAILING ADDRESS If system is over two (2) years old an adequacy test is required ❑ PUBLIC UTILITY by this Department. I O INSTITUTION PHONE 2TOR/ADENT rMA PHONEADDRESS S. LEGAL DESCRIPTION f 1A Slack 2 STREET LOCATION , DO as� S. TYPE OF RESIDENCE NUMBER ❑ One ❑ Four ❑ Other ® SINGLE FAMILY 0 Two ❑ Five ❑ MULTIPLE FAMILY ❑ Three ❑ Six 7. WATER SUPPLY ❑ INDIVIDUAL' ' ATTACH WELL LOG. A well log is required for all walls drilled ❑ COMMUNITY since June 1976. For wells drilled prior to that date, give well ❑ PUBLIC UTILITY depth (attach log if available.) S. SEWAGE DISPOSAL SYSTEM ❑ INDIVIDUAL/ON-SITE" pelf individual/on-site, give installation date If system is over two (2) years old an adequacy test is required ❑ PUBLIC UTILITY by this Department. NOTE: THE INSPECTION FEE MUST ACCOMPANY EACH REQUEST BEFORE PROCESSING CAN BE INITIATED. 72-01013/78) 72-0ta (Rev. 3178) THIS SIDE FOR OFFICIAL USE ONLY INSPECTION APPOINTMENTS DATE RECEIVED TIME TIME TIME DATE DATE DATE INSPECTOR INSPECTOR INSPECTOR DIRECTIONS: 1. TYPE OF RESIDENCE ❑ SINGLE FAMILY ❑ MULTIPLE FAMILY NUMBER OF BEDROOMS ❑ ONE ❑ THREE ❑ TWO ❑ FOUR ❑ FIVE ❑ OTHER ❑ SIX 2. WATER SUPPLY ❑ INDIVIDUAL ❑ COMMUNITY ❑ PUBLIC UTILITY Connection Verified PERMIT NUMBER DEPTH OF WELL DATE DRILLED LOG RECEIVED 3. SEWAGE DISPOSAL SYSTEM ❑INDIVIDUAL/ON SITE ❑PUBLIC UTILITY Connection Verified PERMIT NUMBER DATE INSTALLED —INSTALLER SOILS RATING ❑Septic Tank or ❑ Holding Tank Size: 0 If Tank is homemade give dimensions: TYPE OF TANK MANUFACTURER TOTAL ABSORPTION AREA MATERIAL 4. DISTANCES WELL TO: Septk ding Tank Absorption Area Line Absorption Area to nearest Lot Line 5. COMMENTS N7 APPROVED FOR BEDROOMS ❑ CONDITIONAL APPROVAL (letter must accompany certificate) ❑ DISAPPROVED DATE D ^ BY (Title) LEGAL DESCRIPTION 72-0ta (Rev. 3178) MECHANIgAL ENGINEER DAVID SLENKAb~ 694-9055 S&S ENGINEERING MECHANICAL ENGINEERS CIVIL ENGINEERS SRB 196X Eagle River, Alaska 99577 CIVIL ENGINEER ROBERT A. SHAFER 694-2979 20 February 1979 Mr. Paul Raker Eagle River, Alaska 99577 Dear Mr. Raker, A sewer system adequacy test was performed per your reques~ on your two bedroom residence located on Lot iA, Block 2, Lakeridge Terrace Sub- division, Lower Fire Lake, Eagle River, Alaska. The septic tank was pumped on 15 February 1979 and verified ~to have a capacity in excess of 750 gallons. The system's seepage pit was charged with 1,000 gallons of water. Perculation over a 24 hour period, as recorded on 16 February 1979, resulted in the removal of approximately 1,182 gallons or an average of 591 gallons per bedroom. On the' basis of the above survey and tests, it can be concluded that this system (septic tank and seepage pit) is adequate. 1 Incl Invoice CF: Municipal Health & Environmental · Office Security National Bank wire �� n � -zs- ,5A)zWk) lla