No preview available
HomeMy WebLinkAboutT15N R1W SEC 9 LT 39AT15N RIW SEC 9 Lot 39A #051-103-08 Municipality of Anchorage Development Services Department �_•� �;'�=_ _ Building Safety Division On -Site Water 8 Wastewater Program, 4700 South Bragaw St. P.O. Box 196650 Anchorage, AK 99519650 www.cl.anchorage.sk.us (907) 343-7904 Page 1 of 3 On -Site Wastewater Disposal System and/or Well Inspection Report Permit Number. SW050003 PID Number. 051-103-08 Nam: THOMAS AND LYNETTE MCKINNON Wastewater System: ❑ New ■ Upgrade Addreee: 20994 OBERG ROAD * CHUGIAK, AK. 99567 ABSORPTION FIELD Phone: No. of Bedrooms: (907) 230-0642 3 0 Deep Trench ■ shallow Trench 0 Bed 0 Wund ■ Other LEGAL DESCRIPTION =a ' 3.0 lad o,t& nem a SE DWG. WD/sq. rt m Block: Lot. SubdivWon: OWh fa pipe lb a can 010 ileac arae) erph e.nelh pile — 39A — SEE DWG. n 0.5+ Township: 15N Range: 1 W Section: 9 r• .sews eb w a -1 peas area Nnpn SEE DWG. n 40 R WELL: [3 New [I Upgrade gnwd amn: 5 Nunes of ens 1 pbl.ce ea.«n ewes — R n cw"d" n "C),. Tad Ceres 7e Tad eee.paan ens: 200+ $a n Poe maeri k D 3034/ F-810/ SCH 40 PVC 5�\tJG n aw.. Data D1 n s ab wawGREEN oae GENERAL �14-16/2005 n TrNk so Ac I c w" wipe asp.. uant � U S T} W,Aenp n FLTANK SEPARATION DISTANCES aseptic 0HolCing ■s.T.E.P. ■Other* To From Septic Tank Abs&rrppHon Fleld Uft station Holding Tank /Prhwb s..a lkne ManWuct~. GREER TANK C -P -W4' in V° 1500 Well 1000+ 100'+ 100'+ — 25'+ uol.bk 3/16- STEEL DOUBLE COATED N.niOer a ewnp� 1 2 Surface water 100'+ 1000+ 100'+ — — LIFT STATION Lot Une 5'+ 10'+ 5'+ — 1500 GREER TANK ZABEL TECHNOLOGIES Foundation 50+ 10'+ 5'+ — — .n lasa: TIMER a: TIMER NO .ear a: ' 1 46n Curtain Drain NONE KNOW rwnp wee • uea.k #P -SE -13T aecumd k.p... P. h. Ir WALKER ELECTRIC Remarks: BENCH MARK:,*"' t.oabn ar D..Ipum *THIS IS A ZABEL SCAT BIOFILTER SYSTEM. TOP OF CONCRETE SLAB AT CORNER OF THE OLD SEPTIC TANK AND CRIB WERE COMPLETELY HOUSE BY GARAGE ABANDONED PER UPC. n.4V.,90.100.00 R ^. t[MOINEE e[Al O ACgp�� Inspections performed by: GEG, Ltd. Dates: 1st 5/14/2005 2nd 5/14/2005 * ' 3rd 5/16/2005 ....A. Q f omens,: �QQ��' Development rvices Department Approval . CE— 53 4 8 z AS•''' �o dpp4o4 Re�ev�ewled and approved by: Date: feeei0 O�oo PERMIT NUMBER. AS-BUILT DRAWING PARCEL 051-103-08 DBLI 30.34 19.57 DBL2 29.54 20.83 STI 25.65 26.67 ST2 27.23 32.93 NH 28.03 35.05 POD1 33.23 38.62 PGD2 35.11 40.36 COI 68.12 66.40 AfTI 63.77 63.58 CO2 41.56 67.48 MT2 45.12 68.66 EXISTING DabNG 4 BEDROOM TOE OF SLOPE C� ANEW ,600 GALLON � � S.T.E.P. TANK / ALTERNATE StTENEW DRNNFIELD // GARNESS ENGINEERING GROUP, Ltd. ff- 4 CONSULTANTS 6 GENERAL CONTRACTORS • • •... . • : L ww. NVA WM rw • MR MM. M was .nae Lp?>n-ern . nuc 00r,av nw ....,..ry..�.�.. PREPARED FOR: PHONE NUMBER: PAGE NUMBER: r� TOM do LYNETTE MCKINNON (907) 830-0642 2 OF 3 1T15N. R1W. SECTION FOR SEPTIC SYSTEM UPGRADE (N".01M) R.A.L. / I SW05000 ` AS -BUILT DRAWING PARCEL 1 "�� 051 -103 -OS TOP OF TANK AT INLET . 94.23 INERT OF BUNG AT INLET - 93.74 ST NEW 1500 GALLON S.T.E.P. TANK OF MANHOLE - 99.17 f- TOP OF TANK AT OUTLET - 94.27 ZABEL SCAT BIOFILTER -FINAL GRADE 89.65 (AVG.) FABRIC DRIGINAL GRADE - 85.17 O HIGHEST POINT ERT OF APPROVED INV r•; ': i :.'. x x t "'-`'¢MID FILTER (;t '-!•:i: PIPE TOP OF SAND FILTER ' -f' • .:-.r. t•>',:; 83.78(AVC.) 83.21 (AVG.) NATER IN TEST HOLE O 77.17 ELEVATION OF OF TEST HOLE O 69.17 M OF 61.17 GARNESS ENGINEERING GROUP, Ltd. CONSULTANTS& GENERAL CONTRACTORS • MI L TOM IOM, VJM 101 • MOWGC M MW7 • ROK (PWy177 M • FM (WA " • 11Di1O w..�.wpwYy�w PREPARED FOR: PHONE NUMBER: PAGE NUMBER: TOM & LYNETTE MCKINNON (907) 830-0642 3 OF 3 OQ p LEGAL DESCRIPTION: DRAWN BY: O4 di •. T15N, RAW, SECTION 9; LOT 39A, R.A.L �Q s, TYPE OF WORK:- DATE: O PROFILE AS -BUILT FOR SEPTIC SYSTEM UPGRADE 8/1/2005 O (Rw. 9Los) 08/04/2005 13:40 9076961815 GREEN GENERAL INC PAGE 03/03 CUNT WAM 10319 Colville U EAGLE RIVER A6, 99377 Lj e a 1310 pba 696.8964 Cel N 223-6304 Fmul C1inL1Lnga01.wm To: Green General Contracting PO Box 672125 Chugiak AK 99567 Date :6-1-05 Ref :T15N, Rlw Sec. 9 Lot 39A Permit: This is to certify that on site sewer lift station at above mentioned property has been wired in accordance with the standards of the National Electrical Code and manufactures specification. Systems were checked and performed as specified in the systems manual. Clint Walker ADVANCED WASTEWATER TREATMENT SYSTEM MAINTENANCE AND REPAIR AGREEMENT MEMORANDUM OF UNDERSTANDING BETWEEN I%TUNICIPALITY OF ANCIIORAGE AND �M �C1C�i�Clc�f—+� THIS MEMORANDUM OF UNDERSTANDING made and entered into as of this day of�L,S� of 2005 by and between\ 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: I. ADVANCED WASTEWATER TREATMENT SYSTEMS. Municipality grants permission to Owner to utilize and operate an Advanced Wastewater Treatment System (AWWTS), described as zcz�L �� Fi"r located at filnchorage, Alaska. 2. Definitions. A. Alteration. Any change to the design or function of an A\VWTS that includes the installation or removal of any parts, components or pieces not included in the original construction permit and design. Prior to performing any alterations to an AWWTS the owner must obtain a Wastewater Disposal System Construction Permit from the Municipality pursuant to Anchorage Municipal Code (hereinafter, "AMC") 15.65. B. Certificate of On -Site Systems Approval. An approval by the Municipality of existing water and wastewater disposal systems given at the time of property sale and title transfer in accordance with AMC 15.65. These approvals certify that the systems are adequate for the homes that they support and meet the codes that were in place at the time of system construction. ' C. Damage. Any man-made or natural change in a system that would inhibit the system from performing as designed. D. Maintenance and Repair. The scheduled and as needed replacement of existing parts, components and pieces of an AWWTS that were included in the original design which would allow the AWNVTS 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 ZC i ($4.00), 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 The term begins on the date of approval by the Municipality of the installed system and shall continue while the AWWTS system is in use or operational or until the property is sold or title is transferred by owner and a new certificate of On -Site approval is issued to the new owner or transferee of the property. 5. Alterations, installation and Removal of Additional Equipment. Owner agrees not to make any alterations, removal of parts or additions to the AW WTS without a Construction Permit from the Municipality. 6. Maintenance and Repairs. A. Throughout the term of this Memorandum of Understanding, the Owner shall maintain AWWTS in good repair. In addition, it shall be the responsibility of the Owner during the term of this Memorandum of Understanding, and any extensions or renewals thereof, at the owner's sole expense, to pay for any and all: (1) repair(s), (2) maintenance, (3) adjustment(s), (4) replacement costs, and (5) inspection costs. Further, Owner agrees to comply will all applicable ordinance, laws, regulations, rules and orders for the AWWTS. B. Owner agrees to provide the Municipality a 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 ANVAN TS Operating Permit. This schedule shall be submitted to the Municipality annually upon the renewal of the permit. The schedule of maintenance and repair contained in the Owner's AWWTS Operating Permit is: C. Owner acknowledges that the fine schedule for failing to maintain and repair an AWNVTS are codified in AMC 14.60. D. Owner agrees that only maintenance, repair personnel certified by the Municipality will inspect and make any necessary maintenance, repairs or permitted alterations to the system. E. Owner agrees to grant the Municipality reasonable access to test and inspect the AWWTS upon 24 hours written notice. F. Owner agrees that any sale or transfer of title of the property will not occur without a new Certificate of On -Site Systems Approval. G. Owner agrees that the relevant provisions of the standard specification guidebook for AWWTS is the governing professional guidelines for the construction, maintenance and repair of the Owner's AWWTS. 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: Anchorage: Purchasing Officer C. Any attempt to amend, modify, or change this contract by either an unauthorized representative or unauthorized means shall be void. 9. Jurisdiction: Choice of Law. Any civil action arising from this Memorandum of Understanding shall be brought in the Superior Court for the Third Judicial District of the State of Alaska at Anchorage. The laws of the State of Alaska shall govern the rights and obligations of the parties under this Memorandum of Understanding. 10. Severability. Any provisions of this Memorandum of Understanding decreed invalid by a court of competent jurisdiction shall not invalidate the remaining provisions of the Memorandum of Understanding. O\YNER: Date: )Iy c . 19 Son S STATE OF ALASKA THIRD JUDICIAL DISTRICT MUNICIPALITY: By: Title: Date: ) ss. The foregoina instrument was acknowledged before me this jq day of 4 usr , 20b5 by mashlClGcnnUr, ,the #)wntAv of on behalf of the Municipality of Anchorage. 17ARY PUBLIC FO ALAS ' • Commission expires: S�o1J�bvl� ^� `: Municipality of Anchorage Development Services Department • +.e Building Safety Division Onsite Water and Wastewater Program 4700 South Bragaw St. P.O. Box 196650 Anchorage, AK 99519-6650 www.muni.org/onsite (907)343-7904 ON-SITE SEWER/WELL SUBMITTAL COMMENT SHEET To: harness Engineering Group Legal description: T15N. PIW, Section 9. Lot 39A The attached paperwork has been reviewed and Is being returned for the following reasons: ❑ Original signature or stamp missing on ❑ Calculation error in design. _ ❑ Additional soils information needed. ❑ Water monitoring results inadequate. _ ❑ Discrepancy in information submitted. _ ❑ Topographic information missing or inadequate. ® Incomplete; missing maintenance agreement ❑ Incomplete; missing _ ❑ Additional adequacy lest information needed. _ ❑ Water sample unacceptable. _ ❑ Measured/proposed distances/dimensions missing. ❑ Locations of all soils, percolation and water monitoring tests not shown. ❑ Proposed system too deep for soils information submitted. ❑ Well log required. _ ❑ Omission in narrative. ❑ Insufficient fill over tank or field._ ❑ Other. Name of reviewer. Julie Makela. P. E. Date: 8/15/2005 Please supply the necessary information and re -submit your request. LEAVE THIS FORM ATTACHED TO THE PAPERWORK Mt1N/C/PALt7Y 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 Initial Permit Number: SWO50003 Legal Description: T1 5N R1 W SEC 9 LT 39A Design Engineer: 0855 Gamess Engineering Group, LTD Owner Name: THOMAS & LYNETTE MCKINNON Owner Address: 20994 OBERG ROAD CHUGIAK , AK 99567-6141 Date Issued: Jan 06, 2005 Expiration Date: Jan 06, 2006 Parcel ID: 051-103-08 Site Address: Lot Size: Total Bedrooms: This permit is for the construction of., Disposal Field ❑,/ Septic Tank ❑ Holding Tank ❑ Privy All construction must be in accordance with: 108900 SO. FT. lg4"fn Permit Bedrooms:615105 ❑ Private Well ❑ Water Storage 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. 5. The following special provisions. FINAL GRADING MUST INCLUDE THE UPPER SIX INCHES TO CONSIST OF TOP SOIL AND BE VEGETATED SUFFICIENTLY TO PREVENT EROSION Received By. Date: a/nS Issued By V 11 1 Date: /A�D.S- 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.ek.us (907) 343-7904 ON-SITE SEWER/WELL PERMIT APPLICATION FOR ASINGLE FAMILY DWELLING Parcel I.D. 5� 1 _ )n -m Permit Number Property owner(s) TOM & LYNETTE MCKINNON Day phone 688-4607 MM3+7dig address (1) 20994 OBERG ROAD • CHUGIAK. AK Mailing address (2) Legal description (Lot, Block & Sub'd.) LOT 39A. Zip Code 99567 Legal description (Section, Township & Range) SECTION 9. T15N. R1 w. LoT 3R A Lot Size � Acre q.Ft Number of Bedrooms 3 THIS APPLICATION IS FOR: Sewer Only ❑ Well Only ❑ Sewer and Well ❑ Water Storage ❑ Sewer Upgrade 0 THIS PROPERTY CONTAINS: Hot Tub ❑ Jacuzzi ❑ Swimming Pool ❑ Water Softening Unit ❑ Therapy Pool ❑ certify that the above information is correct. I further certify that this application is being made for a Single Family Dwelling and Is in accordance with applicable Municipal codes. GARNESS ENGINEERING GROUP, Ltd. Permit Fees: 40 -Gz Date of Payment: 3 Ct n DS Receipt Number: lOe?a Waiver Fees, Date of Payment: Receipt Number. GARNESS ENGINEERING GROUP, Ltd. CONSULTANTS & GENERAL CONTRACTORS December 20, 2004 Municipality of Anchorage Development Service Department On -Site Water & Wastewater Program 4700 South Bragaw Street P.O. Box 196650, Anchorage, Ak 99519-6650 (907)343-7904 Ref: Proposed Septic Upgrade for T15N, R1W, Section 9; Lot 39A, To whom it may concern: The existing 3 bedroom house is served by a private well and septic system. The septic system is currently in the state of failure and needs to be upgraded. We are proposing to install a new 1500 gallon Advantex Treatment System and a 5 -wide 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. Per the homeowners request we are sizing the septic system for 4 bedrooms. Comments regarding the design are summarized as follows: 1. SOILS: See the attached logs which shows the soil classifications, groundwater monitoring, and the percolation test results. 2. TRENCH DESIGN: a. Percolation Rate: 12 minutes/inch b. Allowable Application Rate: 5.0 gallons/day/ft' c. Proposed Application Rate: 3.0 gallons/day/ft= d. Number of Bedrooms: 4 e. Design Flow: 600 gallons per day f. Minimum Absorption Area: 200 fl= g. Total Depth: 4 feet (maximum) h. Sand Filter: 2+ feet i. Effective Depth: 0.5 feet (minimum) j. Width: 5 feet k. Reduction Factor: N/A 1. Minimum Length: 40 feet long m. Effective absorption area = 200 R' 3701 E. Tudor Road, Suite 101 • Anchorage, AK 99507 Ph: (907) 337-6179' Fax: (907) 338-3246' Website: gamessengineering.com 3. SURFACE WATERS: There are no surface waters within 100 feet of the proposed septic system. 4. TOPOGRAPHY: The proposed drainfield is to be installed on the toe of a 25+ percent slope. Directelly below the drainfields is a 10-15 percent slope. Approximately 20 feet downhill from the drainfields is a slope greater than 25 percent. The area below the drainfield will be graded so there is no slope greater than a 25 percent slope 50 feet downhill from the primary drainfield. We request that you grant a 35 foot waiver to a slope greater than 25 percent for the alternate site. We are unaware of any adverse impacts this installation would have on adjacent wells or septic systems. If you have any questions, please contact us at 337-6179. Thank you for your assistance. NOTE. A site plan drawing, a design drawing, tank derail, trench detail, slope detail, one soil log, and a 7 page construction specification letter which are all part ofthe design package for this septic system. 3701 E. Tudor Road, Suite 101 • Anchorage, AK 99507 Ph: (907) 337-6179' Fax: (907) 338-3246' Website: gamessengineering.com T15N, R1 ,EC 9. LOT 37, I T15N, R1 W/SEECC ;, LOT 38, •C / —___—_— _—___—_— _-___ A/ PROPOSED SEPTIC UPGRADE (SEE DESIGN PACE 2 OF 2) ALTERNATE SITE T15N. RIW, SEC 9, LOT 40, (VACANT) T15N. RIW, SEC 9. LOT 33, (NO CONCERN) EIOSTNG 3 BEDROC TH/1 /ISO' WELL RADIUS I / THAT SERVES BOTH I I LOTS 54A AND 54B I I LOT 54A; LOT 54B'. \\I / /' EAC BERNIE S/D BERNIE S/D �\ GARNESS ENGINEERING GROUP, Ltd. CONSULTANTS d GENERAL CONTRACTORS om C nfllla annn a, YTC Inl • eurunoArc eR a R, • eunue !Oa)1ltl J.no • iev taOm y. Vice PARED FOR PHONE NUMBEI TOM AND LYNETTE MCKINNON 830-0642 T15N, R1W, SEC. 9; LOT 39A, SITE PLAN FOR SEPTIC SYSTEM UPGRADE FZ N LAAIPERT ESTATES / PARK TRACT TRI (VACANT) TRACT B1—A; LAMPERT ESTATES WELL AND SEPTIC ON EAST SIDE OF LOT.(NO CONCERN) 12/20/2004 - pF kwN BY: R.A.L./C.J.G.: 4 V Qe 1" = 100' S: ..... .... .. . ............... iE NUMBER: Vii.... ..... .... ... 1 OF 5 r A. ar ess;• ti4 —7953 NOTE: THE CONTRACTOR SHALL FAVE THE 10' LINE EASMENT LLAGGED BY A REGISTERED LAND SURVEYOR PRIOR TO CONSTRUCTION. / EWEELNGLLf y�• / / � / I / INSTALL DOUBLECLEANOUTS i' PROPOSED 1500 / :'�'• / / / ' GALLON ADVANTEX TREATMENT SYSTEM 1� / �.'••_ / / / INSTALL DOUBLE EXISTING CLEANOUTS 4 OM BEDRO/ � • \ // / / / INSTALL FLOW DNERTER re TOE OF SLOPE ` // EXISTING SEPTIC TANK TO BE COMPLETELY / C� T ABANDONED ALTERNATE SITE EXISTING DRNNFIELD TO BE PROPOSED DRAINFIELDS. EXCAVATE / / yC,� / USED AS A RESER SITE A TRENCH THAT IS 4 FEET DEEP 4T MAXIMUM BY 5 FEET WIDE BY 40 //J,tr„ FEET LONG. ADD 2+ FEET OF M.OA ED SAND AND TH NP0.5 FEET OF CLLEAN. WASHED SEWER DRAXNROCK. DATE: 12/20/2004 o 4 0 DRAWN pP'`�C%• OF .gs14o BY: C.J.G. �. 9 F -DO GARNESS ENGINEERING GROUP, Ltd. CONSULTANTS 8 GENERAL CONTRACTORS SCALE' J• I" ....:. .. .... ............ PM F TIOOo 9n4A SInTF 101ANfwtlOpfe AR 0050) • FNfWF /00)1S•) -0i10 • FAX loon•}F-})4A 1 — — SD• PREPARED FOR: PHONE NUMBER: PAGE NUMBER:Q TOM & LYNETTE MCKINNON (907) 830-0642 1 2 OF 5 Q ... • Ga es.. LEGAL DESCRIP71ON: QO w — ; • e�Qv T15N, RiW, SECTION 9; LOT 39A, TYPE OF WORK: 444O DESIGN FOR PROPOSED SEPTIC SYSTEM UPGRADE �Dopoo�cdP!O (elsio�pa AdvanTex Treatment System _ AX Series - Mode 1 a One (1) 40x96 Pod `_J 6' JIM CAP (TYP.2) - FINAL GRADE 6' PVC PUMP -OUT (TYP.2) 1 1500 GALLON STEEL ADVANTEX TANK AX20 POD SAND NOTE: THE BOARD INSULATION TO BE INSTALLED OVER THE SEPTIC TANK & V BEYOND ON ALL SIDES EXCEPT UNDER THE ADVANTEX FILTER. THIS WILL ALLOW FOR HEAT TO ESCAPE FROM TANK & RISE TO THE FILTER ABOVE IT. 12/20/2C DRAWN BY: GARNESS ENGINEERING GROUP, Ltd. c.�.c. CONSULTANTS d GENERAL CONTRACTORS SCALE' 3701 E. TUDOR ROAD. SUITE 101 , ANCHORAGE. AK 90507 , PHONE (907)537-0179' FAX (007)538-3216 N.T.S. PREPARED FOR: PHONE NUMBER: PACE NUMBER: TOM do LYNETTE MCKINNON (907) 688-4607 3 OF 5 LEGAL DESCRIPTION: T15N, R1W, SECTION 9; LOT 39A, TYPE OF WORK: PROFILE DRAWING OF ADVANTEX TREATMENT SYSTEM FROM TANK DISCHARGE FILTRATE 11 30 INCH INSULATED RISER - -ORENCO BIOTUBE SCREENED VAULT •ORENCO EFFLUENT PUMP *�4 ......... ..................� e A. arness10 00 533 v 0 • FROM ADVANTEX TREATMENT SYSTEM 'f r-------------------------------w-T0-i � I o I OWT Cq L— ---------------------------------i �- 40' LONG lil!7iffq:710 FILTER 0.5' OF EFFECTIVE 2'+ OF M.OA ~, .APPROVED SAND FILTER �--a' WIDE-� GRADE /+ 12/20/2004 DRAWN BY: p GARNESS ENGINEERING GROUP, Ltd. c J.c. SCALE' CONSULTANTS It GENERAL CONTRACTORS y 3701 F TMOR ROAD S10TF 101 • ANTHORAGF AK Oa30) • PHONF (00))33)-6170 • FAX (007MR-NM N.T.S. • •' PREPARED FOR: PHONE NUMBER: PAGE NUMBER: TOM & LYNETTE MCKINNON (907) 688-4607 4 OF 5 Q LEGAL DESCRIPTION: Qoo T15N, RiW, SECTION 9; LOT 39A, p�4444 DETAIL DRAWING OF PROPOSED DRAINFIELD • -'•. 1. ll quo Fi �dl GARNESS ENGINEER & GENERALING�GROUP, Ltd. CONSULTAONCTORS 5701 F TITOR POM) SIUTF 101 • ANr"MArF AR 00507 • PNIWF f9n7)117-61706 FAR (001Ogdi64 PREPARED FOR: PHONE NUMBER: TOM & LYNETTE MCKINNON (907) 688-4607 T15N, R1W, SECTION 9; LOT 39A, OF WORK: DETAIL DRAWING OF PROPOSED DRAINFIELD 12/20/2004 0� Q \WN BY: C.J.G. po N.T.S. :E NUMBER: 5 OF 5 Qo p :.e.. . `. .....::'.* �r...�,.eee. T GARNESS ENGINEERING GROUP, Ltd. CONSULTANTS & GENERAL CONTRACTORS 7101 L 11A011 ROAD. WE 101 • AWAOR" A 9 l • MQW- (W]illy • EAL W7 N • W2L ymrwpirwYq.00m SOIL LOG — PERCOLATION TEST LEGAL DESCRIPTION: T15N, R1W, SECTION 9; LOT 39A, PERFORMED FOR: TOM & LYNETTE McKINNON DATE: 12/7/2004 DEPTH (feet) ORGANICS TEST HOLE 1 2 3 4 5 1 11 8 9 10 11 12 13 GM/ML W/ 14 POCKETS OF GC MIXED 15 THROGHOUT 16 17 18 DEPTH TO GROUNDWATER DATE DRY 12/7/2004 8' 2/13/200 8' 2/14/200 6- — 2 2:02 30 lei 2 1/2- 2'3 3 2:02 — 6- — 4 UNN • m 2 1/2" 5 1111"111 — Mm • 6 „/% 30 1111!1! 2 1/2- 2' VM •map DEPTH TO GROUNDWATER DATE DRY 12/7/2004 8' 2/13/200 8' 2/14/200 6- — EXISTNG 3 BEDROOM HOUSE TH/1 SITE PLAN 1'=100' DATE READING 19 CLOCK TIME NET TIME (MINUTES) WATER LEVEL READING NET DROP (INCHES) 12/8/2004 1 1:32 — 6- — 2 2:02 30 3 1/2- 2 1/2- 2'3 3 2:02 — 6- — 4 2:32 30 1 3 1/2- 2 1/2" 5 2:32 — 6' — 6 3:02 30 3 1/2- 2 1/2- 2' 19PERCOLATION RATE 12 (MIN./INCH) PERC. HOLE DIA. 6 (INCHES) TEST RUN BETWEEN 5.0 FT. AND 6.0 FT. 20 A FOUR HOUR PRESOAK WAS PERFORMED: N YES ❑ NO SOILS LOGGED BY: JODY MAUS PERCOLATION TEST PERFORMED BY: ROB CAMPBELL COMMENTS: PERFORMED BY GEG, Ltd. I, JEFFREY A. GARNESS. CERTIFY THAT THIS WAS P RF RMED IN ACCORDANCE WITH ALL STATE AND MUNICIPAL GUIDELINES IN EFFECT ON THIS DATE: Zo o�F GARNESS ENGINEERING GROUP, Ltd. CONSULTANTS 3 GENERAL CONTRACTORS May 2, 2005 Municipality of Anchorage Development Service Department On -Site Water & Wastewater Program 4700 South Bragaw Street P.O. Box 196650, Anchorage, Ak 99519-6650 (907)343-7904 Ref: Revisions to Septic Upgrade Design for T15N, R1 W, Section 9; Lot 39A, To whom it may concern: A permit (#SW050003) was issued by your department on January 6, 2005, for a proposed septic upgrade for the reference property. The septic design was for a Advantex Treatment System. We are proposing to use this property as the first site for the SCATTMt Biofilter System. We request the existing sewer permit be revised to reflect this change. Attached is a revised design package which shows the changes made to original design package. This request is also being submitted simontaneously with Alaska SCATrm Biofilter System installation and design package. The original design criteria for the drainfield will still apply. We are anticipating a early to mid May installation. If you require any additional information or have any questions, please feel free to call me or Mr. Alv Maus at 337-6179. P.E., M.S. NOTE: A site plan drawing, a design drawing, three detail drawings, one soil log, and a 7 page construction specification letter which are all part of the design package for this septic system. 3701 E. Tudor Road, Suite 101 • Anchorage, AK 99507 Ph: (907) 337-6179 • Fax: (907) 338-3246' Website: garnessengineering.com T15N. RIW. SEC 9. LOT 37. T15N. RIW. SEC 9. LOT 38. (VACANT) I (VACANT) PROPOSED SEPTIC UPM (SEE DESIGN. PACE 2 OF ALTERNATE SITE TI5N. RIW, SEC 9, LOT 40, (VACANT) T15N. RIW, SEC 9. LOT 53. (NO CONCERN) 1 EXISTNG 4 BEDROOM TMJ1 / /r150' WELL RADIUS //THAT SERVES BOTH 1 `J LOTS 54A AND 548 LOT 54A, BERNIE 5/D R TIC ARE�D 3 L / 1 I I I I I I I 1 /1 \ I \♦ I LOT 54B: \ I BERNIE S/D IV 11 JAIL: RFVISFr LAM PERT ESTATES / PARK TRACT TRI / (VACANT) SEPTIC SYSTEM TRACT 61-A: LAMPERT ESTATES WELL AND SEPTIC ON EAST SIDE OF LOT.(NO CONCERN) �i�L'/>• fit\ DN WN Ur. wJ._am..._vae______..__—___.... �_ _ _ ___ ._...._______. _. _, Q.L.M. P , GARNESS ENGINEERING GROUP, Ltd. SCALL. CONSULTANTS& GENERAL CONTRACTORS 1" = 100':: .............. ........... JJnI F Tlnnq qnpn CI IITL Ml IOn11J J l.n1)0 - LpY W711%. -ill.. ff >REPARED FOR PHONE NUMBER: PAGL NUMBLR: TOM AND LYNETTE MCKINNON 830-0642 1 OF 5 ( r y G ness:' :.ECRL DESCRIPTION: T15N, RIW, SEC. 9; LOT 39A, E— '(`� ,14`��ie. i i�0 a.`p=' TYPE OF WORK: p/O/e9 SITE PLAN FOR SEPTIC SYSTEM UPGRADE NOTE: THE CONTRACTOR SHALL HAVE THE 10' GAS LINE EASMENT FLAGGED BY A REGISTERED LAND SURVEYOR PRIOR TO CONSTRUCTION. CLEANOUTS-\ PROPOSED 1500 GALLON S.T.E.P. TANK (SEE DETAIL DRAWING ON PACE 3 OF 5) - PROPOSED ZABEL SCAT DIOFILTERrM (SEE DETAILS. PACE 3 & 4 OF 5) INSTALL FLOW DIVERTER TOE OF SLOPE C� / / EXISTING WELL - I EXISTING 4 BEDROOM HOUSE FA EXISTING SEPTIC TANK / TO BE COMPLETELY ABANDONED ALTERNATE SITE �` 21 EXISTING GRAINFIELD TO BE /444' USED AS A RESERVE SITE PROPOSED DRAINFIELD. EXCAVATE / / //4Ty MAXIMUM BY 5A TRENCH TIS FEET4 WIDE BYEP 40 FEET LONG. ADD 2♦ FEET OF M O.A. APPROVED SAND FILTER ?~ / / /yo AND THEN 0.5 FEET OF CLEAN. /�? / WASHED SEWER DRAINROCK. (SEE 17 DETAIL DRAWING. PACE 5 OF 5) ��/ / d, hP / CT....c�a 3_�Yrs�\✓I�Y�..-_.._.___. -. _. .r'�� JHAWN tlY: GARNESS ENGINEERING GROUP, Ltd. J.L.M. CONSULTANTS& GENERAL CONTRACTORS 'CALL: 1161 F TlmnQ Q^Ar CIIITF 101 • ANfw/ QAfv 11 lllnl • P Al- AX !Q!I)1}4i-11A� 1 ~ — 50• ,'REPARED FOR: PHONE NUMBER: ''ACL NUMBLR: TOM & LYNETTE MCKINNON (907) 830-0642 2 OF 5 T15N, R1W, SECTION 9; LOT 39A, (YPE OF WORK: DESIGN FOR PROPOSED SEPTIC SYSTEM UPGRADE . ........ .......... '•, a A. Go ness.: P n C 795 eG Oma ' \oa 00040 Qom' .oma• qo0n Z 1�W 2 � • V Q�� � � \ IV ! 02p ap oa0 4`l •' `� �4�� a F02 Y ri1 3 J k'� N p i - pig ig G� 1� o :ZO)� = i! i[ T � 11 � F O 4 � '��� • =J u• Wy Z pgp G � Z (Woz"I "QQW2> �1 11AI,`\\ 11^11 1J 0 W w0 =gym u + � g gj Iia NQ' I //JNC W W � &&u�o c � � WWWLT $W -i V) w o � O 0]Z N a� CL _lzCDuj/ Quo oLn 3 Ng ►- W =v Q W_ d' � M 'J + W 'O Z W'J Z_ p Z Q' J + � n O. a a z �\�tn c3 %%\ : ;ƒo\� e��b£� / §fix#: • fes| ka © .( ��\ � ■ � | 5 � ( ; | ¥be!: :>w■ � \° \ r /41 \ �- k \ | 3 ' G �§ §§_§ ® 0 ° k �?/ § ^ § 2 k § - K tn§ o ri} CL_ 2 .. §/ / k ;i/ \ %f S �§k MIX ,¥.! |: $ DOC - Ow \ - ma § ( § KK§ y 0- Zoo FROM ZABEL SCAT BIOFILTER SYSTEM -- — — — — — — — — — — — — — — — — — — —MT — — T r- --------- O I0 Col OUT —L-L------------------------------------� �— 40' LONG INSTALL BRACING AND STAKING AS NEEDED FINAL GRADE INSULATION — FILTER FABRIC - 0.5' OF EFFECTIVE rl +".APPRQVED SAND FILTER'." — S' WIDE 2/2005 by: GARNESS ENGINEERING GROUP, Ltd. J.L.M. CONSULTANTS III GENERAL CONTRACTORS SCALL. Jlnl F TIAAQ PAAO SInTF IM . ANCNC AC.F AR 9Q[nl • P~ 44A71]}l'A179 • FAv lPO713%A-3)4A N.T.S. PREPARED FOR: PHONE NUMBER: PAGL NUMBLH: TOM do LYNETTE MCKINNON (907) 688-4607 5 OF 5 LEGAL DESCRIPTION: T15N, R1W, SECTION 9; LOT 39A, TYPE OF WORK: DETAIL DRAWING OF PROPOSED DRAINFIELD ORIGINAL GRADE '®jN� eC mess: CE -79,53 .•i GARNESS ENGINEERING GROUP, Ltd. CONSULTANTS S GENERAL CONTRACTORS ........ 1 eoa 101 AMtl101MCL AK eY50] IIO[: b] ]il]Y AIL YO] N 110LIE: p.wwq,rxpsv. SOIL LOG — PERCOLATION TEST LEGAL DESCRIPTION: T15N, R1W, SECTION 9; LOT 39A, a mess: Q e CE-795jjj ` PERFORMED FOR: TOM 6c LYNEITE McKINNON DATE: 12/7/2004 „ /� JD ��FpG DEPTH 400edProfjesslore°\oo (feet) =y== ORGANICS TEST HOLE 1 ��00000�d 1 2 M allillilm 7 8 9 10 11 12 13 GM/ML w/ 14 POCKETS OF GC MIXED 15 THROGHOUT 16 1 Yellwl i ts--j l ay[yL�r.LlNyL.` I. 12/7/2004 8' 2/13/200 8' 2/14/200 \ — v 111111111 / 111141 2 1/2- 3 vzzzi — 0o — 4 HHH • 3 1/2- 2 1/2. 5 111111111 4i t 6 %//% 30 X111111 2 1/2 - 2 - 17'.68, • DEPTH TO GROUNDWATER DATE DRY 12/7/2004 8' 2/13/200 8' 2/14/200 \ — DATE READING PERCOLATION CLOCK TIME EXIMG WATER LEVEL READING 3 BEDROOM 1 / 12/8/2004 1 HOUSE — \ — v 2:02 / 3 1/2- 2 1/2- 3 2:02 — 6- — 4 2:32 t SITE PLAN 3 1/2- DATE READING PERCOLATION CLOCK TIME NET TIME (MINUTES) WATER LEVEL READING NET DROP (INCHES) 12/8/2004 1 1:32 — 6. — 2 2:02 30 3 1/2- 2 1/2- 3 2:02 — 6- — 4 2:32 30 3 1/2- 2 1/2. 5 2:32 6- 6 3:02 30 3 1/2- 2 1/2 - 2 - PERCOLATION RATE 12 (MIN./INCH) PERC. HOLE DIA. 6 (INCHES) —jl�—J'� TEST RUN BETWEEN 5.0 FT. AND 6.0 FT. 20 A FOUR HOUR PRESOAK WAS PERFORMED: N YES ❑ NO SOILS LOGGED BY: JODY MAUS PERCOLATION TEST PERFORMED BY: ROB CAMPBELL COMMENTS: PERFORMED BY GEG, Ltd. I, JEFFREY A. GARNESS, CERTIFY THAT THIS WAS P RF RMED IN ACCORDANCE WITH ALL STATE AND MUNICIPAL GUIDELINES IN EFFECT ON THIS DATE: Z",/04 et) Time APPLI INT FILLS OUT UPPER HA ONLY Property Owner ^�'-''/g'U/JC �- one Mallin Address g"C��f �/ /fl rnf.' P ,a fG ZI CodeTT- Inspector Buyer ,! rr�:. P/� i''./jr �:r, /rs�i %ur /P9 A: Inspector Address 4/r?OeV Zip Code 4420 Lending Institution h �%ry // C) / Phone ��e2�o'zv/j/P•gc. Address !� (2"rj �f JC:,ay U ud' '� Zip Code �' •.��' �'� !�3� Realty Cod.&Agent r'){, / x f!'' �j� /r;;/ I/ j'rt Phone Address Zip Code Legal Description ` 1 Soils Rating Date Sewer Installed Street Location Well Log Received Septic Tank Size Well to Tank Type of Residence 9 -tingle Family f ❑ Multiple Family No. of Bedrooms ❑ Other Water SSqpply Z--fndividual ATTACH WELL LOG. A well log Is required for all wells drilled since June 1975. ❑ Community For wells drilled prior to that date, give well depth (attach logit available). ❑ Public Utility G Sewer Disposal c..: f-9ndividual �"�. (,! :�[" r^�/°�- "i �5 i Year Individual Installed: El Public Utility- ,/ F'.! •_, When Connected to Public Utility: Cl Holding Tank ' NOTE: THE INSPECTION FEE MUST ACCOMPANY EACH REQUEST BEFORE PROCESSING CAN BE INITIATED. Time Time Time Time Date Date Date Date Inspector Inspector Inspector Inspector Field Notes: C^ 4420 W ,jet r ( APPROVED BEDROOMS 'CONDITIONS OF APPROVAL ( ) DISAPPROVED ( ) CONDITIONAL APPROV L DATE BY: e Soils Rating Date Sewer Installed Well To Absorption Area Well Log Received Septic Tank Size Well to Tank 72-023131981 ,j ,A EXCAVATION WORK March 28, 1982 Dynamic Realty ATTENTION: Beth Allard 501 West Northern Lights Boulevard Anchorage, Alaska 99503 Dear Ms. Allard, Reference: Lot 39A; Section 9; T15N7 R1W ROBERT A. SHAFER CIVIL ENGINEER 694-2979 A sewer system adequacy test was performed on the system located on the referenced property as you requested. The package treatment plant was pumped and found to have a capacity of approximately 1000 gallons. There were very little solids in the tank indicating that the system was working properly. The absorption trench was tested by a continuous flow of water over a period of 48 hours. During the first 24 hours, 612 gallons were added to the system and with this flow water backed up into the package treatment plant. During the second 24 hours, 490 gallons were added to the system without any adverse effect. This system was originally designed and installed for a three bedroom residence and it does appear that the system is functioning adequately for three bedrooms at this time. However, it cannot be certified for the four bedrooms as you had requested and the system cannot be guaranteed against subsequent failures. If we may be of further assistance, please do not hesitate to call. Since, y, ROERT A. RAS/ss 6 cc: P. E. Municipality of Anchorage Department of Health and Environmental SRB 196X EAGLE RIVER. ALASKA MUNICIPALITY OF ANCHORAGE Protection DEPT. OF HEALTH & ENVIRONMEN"IAL PROI'ECIION RECEIVED GREA ,~ ANCHORAGE AREA BOR~ JH Department of Environmental Quality 3330 C Street Anchorage, Alaska 99503 INSPECTION REPORT ON-SITE SEWAGE DISPOSAL SYSTEM MA,L,NG ADDRESS ?/7 PHON SEPTIC TANK: DISTANCE FROM WEE' /d~d MANUFACTURE MATERIAl NUMBER OF COMPARTMENTS INSIDE LENGTH INSIDE WIDTH LIQUID DEPTH LIQUID CAPACITY__ GALLONS. t''/ _~'~t'~ / .'"'} ."~ TOTAL LENGT/H~' ~' DISTANCE FROM WELL/~'/~ FOUNDATION ~ _NEAREST LOT LINE~[ OF LINES ~' NUMBER OF LINES ~ DISTANCE BETWEEN LINES TRENCH WlDT IN. TOTAL EFFECTIVE /~/ ABSORPTION AREA~ 5Q, FT. LENGTH OF EACH LINE DEPTH: TOP OF TILE TO FINISH GRADE. ~ { DEPTH OF FILTER~ff~* ~ F MATERIAL BENEATH TILE~ ~. ABOVE TILE IN, WELL:, BUILDING FOUNDATION CESSPOOL APPROVED __CONSTRUCTION ~' NEAREST NEAREST SEPTIC...,.., LOT LINE SEWER LINE TANK~'~''~'''~ OTHER SOURCES DISAPPROVED REMARKS DEPTH __ DISTANCE FROM: SEEPAGE SYST E M__~?,~) ~--~ ~':'-'/'"-- DISTANCES: ,NSTALLEO SEWER LINE DEPTH: PIPE MATERIAL: ~---~'.~ ~OT SLOPE: ~'~ REMARKS: ~-~ ?~- DIAGRAM OF SYSTEM t:::i!:::' :::' i [ ::: I:::It"IT I... ('t I::: i::l [ ]: I:::11",1 I "r'F:'Ei: OF ':::;F T L I ........ F..E. I ]... I t ...... I I..I I .[ ':::,: q'l"tli!: L li!i:l",lCi'l'l'"l l) ]: ["tliii:h,t'iil; :[ C:[I",~ :[ :iii; 'T'HI!~: L. Ei:I",IGTH ,:: t'HE: Dlliff::"lq-"l OF::' I:::t T'I:;;'.I:ii:h,IC::FI E)I:;?. I:::' :J: "l" I:iiF;::l::)lJl",ll:) FINE:' 'T'HIiii: I?,I:)T'I'CIH C)F: T'HE: Ei:::'?,CFIVI:::I'T']:C)N ,::]:1",1 'IHE:F?.f!i: :[:!i!; F,tO ~;E:I' Ft:I:E)TH F:'C:~I:;i: "l"l'~tl~i:l",~l:::l'"ll!ii::!:i;. THE: I::iiI:;::FI',/E:L. E:'E:F'TH :l::iil; THE: H]:F,I]:HUH E)Ei:I:::'TH t:::1I",t[::' THE: I:~u::YI"TOH 01::: 'I"I'"IE: Iiii:::'::I::::F:I'v~F:I'I']:I::IN '::]:N F::IZI~:T::,. I"t:[H]:HI..IH I)]::iii;TI:::It",ICEi: Iii!:lZTklli~:liii:N t::1 I.'JEf:J....L. t:::ll",l[::' Fl?',l"r' CII",I'"":iii;:['TE~ :i~;lii::l'.lFICiiEi: D]::ili;t:::'(:)Eii;Ffl.... :?'r".ii:;'TEi:H ::l..Fil~i!~ F=iZE/t" F:'Cd:;i: I:~:1 I:::'F;i::['v'F:ITli::: I.,II!i':L.I.. 01:';: ;:?~i:JEii~ I::'lili:E!:T' I::'Ot:;?. t:::1 F:'LIt?,LZC t,.ltii::t..[ Hlii:l.I.. I...C)!:'ii:!ii; F:ll:;i:l!i: I:;i:lii:QIJ:[r;i:l~i:[) I:::II'.,IE:, l','ll._l!ii;'l' Ei',lii:: F;~E:T'IJF?.Nlfli:I:::, T'O THE: [)Iii~F'FII:;?.'FHI!ii:NT H]:I'H:I:H ::i:~i~ E:,F::l'.~'ti; 01::: 'IHEi: HE:L.L. :i!il::'li:C:[F::]:i:::l::lT]'Ol'-,l:!!!; I:::11'.,![) i::::CiN~ii;I'J:~:I...II::::"I':[(:)N [) :[ FICiiF~:l:::li','lt:ii; t::lt:;~l~ii: i:::I~v'FI]:LI:::IE',LE: '1'CI :l:l'.,l~iii;I...lt:;::t!!!: :[ F,i:i!; T i:::1t... L. I::i 't' :[ i:i F,I :1: C:li:l;i:"l :1: F'"r' I'T"If::IT ::l: ]: t:::11'"I I:::I:::Ir, I]:L.]:I::IF;i: t.,.I:[TH T't...ll!i!: t:;~:li!i:(;:!l..l:[F?E:i'qJlii:NT~il; t:::'C)f;i: C)N.....r:ii;]:'T'Ei: 'iii;E:l,.ltiii:I:;~=:!!; FINE:, I.,JE:l.L:iii; l'::l~iii; '51!:1 F::i::ii:;?'TH EFt' "J"l"lli~i HI.IN:[C:[F::'F::IL.:[ I'"r~ OF: ;i!:: ZI: N:[I...L. ]Zl",l:iii;'Tf::ll...L.. 'T'HEi: :!il;"~"l~i;'t"Eii:l'"l :!;t",1 I:::IC:COI:;?.[::'F:INCli~: I.'.I:[TH THE: ::!i:: Z[ LINt::)EH:;~::i?I"FINE:, THI:::IT "ll"-Ili~ Cd",l"'":iii;]:T'E: t:ii;li~:J.,.IE:l:;i: ~i;"r':i~;'1'lZH i'"lF:l"r' I:;ifli!i:l:i:!l..l]:l:;i:lZ E~:l",lL.l:::ll:;itGIili:l"lli!:l',ll :l:J::: IH[i: t:;~:iii:~!i;:l:t~)lli!:t",t(:::llii: ]:El; I:~i:liilJ"lCd:)llii:Ll!!i:l:::, '10 ]:I",ICL. I..II)IZ I'"li:)l:;itli~: THI=II",I ::?:: FIF::'I:::'L.. ;1: C:I:::tI",IT iii: :1: I",Jl:::II:;i: I.. F:l~:i;()l",l O ~ E GEO', ._CHNICAL ~' DEVEL~,,'MENT CO. Box 90, Davis St,, Eagle River, Alaska 99577 694-2774 or 688-2280 Russell Oyster Earl Ellis 694 2774 SOIL LOG 688-2280 Soils Er Foundations Land Development Perfomed for: Legal Description= '~ '~ Depth (feet) Sotl Characteristics 0 1 2 4 5 6__ 8 10,,~ 11__ 12~ 13 16 Ground Water Encountered: Yes Proposed Installation: Seepage Pit Col~:i~e~s: ~ ~ ~-~-~ No If yes, what depth Drain Field / A & L DRILLING COMPANY BOX 97, EAGLE RIV'ER, ALASKA 99577 · TELEPHONE 694-258B OWNER OF LAND. ADDRESS LEGAL DESCR1PTIO~_ DATE- Started I d/q/7 6 Ended _ / PERMIT NUMBER DEPTH OF WELL /(~.~. ! (; 'r' (~.~ ~ / L~ ~XCOI STATIC LEVEL OF WATER FT. DRAW DOWN FT. GALS. PER HR _ KIND OF CASING /q Y _ KIND OF FORMATION: From ,. Ft. . E~om ~, Ft. to ~i C Ft._ From' 'i Ft. to t/t>i~ Ft. From o ~ Ft. to J?{ . ., From: ? I Ft. to From Ft. to From Ft. to From Ft. to From Ft. to From Ft. to From Ft. to From Ft. to From Ft. to From___ Ft. to From Ft. to From Ft. to From Ft. to A~<~c~-Ot?/~ ~ From _ __Ft. to Ft. From_ Ft. to __Ft. ~A¢lqodZ X-I~oo~-a~r~m __Ft. to Ft. ~k ~ ~q~ff'~t~?~- From ....... Ft. to Ft, Ft. ~'~ ~'~W~(-~ ~o~&-~From _Ft. to Ft. Ft. From Ft. to ..... Ft. Ft.~_ From Ft. to~_ ~Ft. Ft. From Ft. to~Ft. Ft, From _Ft. to_~Ft. Ft. From~Ft. to Ft. Ft. From~Ft. to Ft Ft From Ft. to_ Ft Ft. From~ Ft. to Ft. Ft. From Ft. to Ft Ft. From Ft. to Ft. Ft. From Ft. to Ft Ft From Ft. to~Ft MISCL INFORMATION: ,/ d l~),:': ~.',:;'( DRILLER'S NAME I-q One [] Four SINGLE FAMILY -~ Two [] Five ~ Three [] I NDIVIDUAL~ * ATTACH WELL LOG. A well log iS required for all wells drill [] COMMUNITY ~inceJune 197B. Fo~wells drilled prior to thatdate, give Well .~' iNDiViDUAL/ON.SlTE.. *~lf individual/on-site, give installation date~ If svstem is oyer two (2) years old an edequacy test is required ~. PUBL C UT LTY . b~ th s-Department. , ..... .. I REALTORS® REQUEST FOR APPROVAL OF INDIVIDUAL SEWER & WATER FACILITIES 1. Type of Inspection: CMRO VA 2. Property Owner: Einar A. La'rs on FHA CONV Mailing Address: Name of Buyer: Mailing Address: P.O. Box A-13 ~hugiak, Ak 99567 Book~ Dahiel L. 4703 Ken~i St., Apt A, Ancho~ag'9~ Ak 99504 (gq~ --~$~ Day Phone r~aS-~' Day Phone Name of Lending Institution: Alaska National Pouch 7010 Mailing Address: Anchorage, Ak 99510 Bank of the North Phone 278-4581 Realtors Name of Realtor or Agent: AREA, Inc. P.O. Box 1970 Mailing Address: ~Vasill~; Ak 99687 Phone 576-2253 _ Legal Description: T1SN R1W Sec 9 l,ot 59 Location: Peters C~r~ek; Alaska - o£f Oberg Road 7. Type of Facility to be inspected: ~es}dence 8. Water Supply Type of Supply: Public Utility __ Individual If Individual, number of dwellings presently served If Individual, depth of well .$~7, 9. Sewage Disposal System Type of System: Public Utility __ If Individual, date of installation: No. Bdrms. 3 One ~ Individual (on-site) X 1976 - This is a commercial aerobic system installed for a three bedroom'residence, REALTOP'~ AREA, INC. REALTORS Anchorage "C" St. Office 3300 C Street (907) 278-2525 [] East Anchorage [~ Eagle River Eastgate Office -- Parkgate Office 5437E. Northern Lights P.O. Box 249 {907) 278-2525 (907) 694-9555 * · ~THI8 SIDE FOR OFFICIAL USE ONL. DATE RECEIVED ~' INSPECTION APPOINTMENTS- 6ATE ' r DA'EE ' DATE ' I'NS~EdTOR " - INSPECTO~ INSPECTOR ' DIRECT]ONS: I. TYPEOF RESIDENCE NU, MBER OF BEDROOM8 ' ' F~I 'SINGLE FAMILY [] ONE [];;/THREE [] FIVE [] OTHER [] MULTIPLE FAMILY F-1 TWO [] FOUR [] SIX :~, 'WA;tLR SUP~¥ PERMIT NUMBER ' [] INDIVIDUAL DEPTH OF WELL ~ COMMUNITY ,- DATE DR I LLE D ~ PUBLIC UTI EITY . Connection Verified , , LOG RECEIVED 3~ SEWAGE D SPOSALSYSTEM PER~IT NUMBER ' ~ IN DIV, I DUAL/ON -SITE DATE INSTALLED ~PUBLIC UT LITY ~ Connection Verified ;, , INSTALLER :~;pt~c Tank ~r ~ Holding Tank SOl LS RATING ~,ize: , If Tank is homemade give dimensions', ~ TYPE OF TANK MANUFACTURER ~ ~ . r :4. DISTANCES ~ ~ ~ ~ Beptlo/Holdlng Tank Absorption Area Sewer Line Nearest Lot Line -' WELL TO: ~ -'~ofption Area to nearest Lot Line ' ~ ' ' ~.' COMMENTS ROVED FOR ~ OM ~APP BEDRO S ~ CONDITIONAL APPROVAL (letter must accompany certificate) ' ~ DISAPPROVED DATE ' BY (Ti I ~L~G~L DESCRIPTION" ~ ~ ' .... (Rev. 3/78)