HomeMy WebLinkAboutCAMPBELL POINT BLK 3 LT 2Campbell Point Block 3 Lot 2 #011-262-04 12/11"2015 22:1, 907-345-0202 ALPINE DRILLING PAGE 01102 Alpine Drilling & Enterprises Well Log Permit Number; #SW Date of Issue; _ Parcel Identification Number: Date Started; 3-22-16 Date Completed: 3-22-16 is well located at approved permit location? x Yes ❑ No Legal Description; Campbell Point Block 3 Lot 2 Property Owner Name & Address; Sam Barber 4320 North Star #3 Anchorage, Alaska 99503 Borehole Data; Depth (ft) Method of Drilling x air rotary ® cable tool — Soil Type, Thickness & Water Strata From To — — eel Casing type: steel existing well 0 231 Wall Thickness:.2j0 inches gravelly salty sand wet sandy gravel 1f20 231 298 298 300 Diameter: 6 inches Depth: 301 feet Liner Type: ,_ Diameter: i inches Depth: feet gravelly silt 300 361 Casing stickup above ground: 2 feet Static water level (from ground lovel): VI feet Pumping level; 300 feet after 2 hours pump* 15 gpm Reeoveq Rate: IS gpm Method of Testing: aft! lad Well intake Opening Type: x Open End D Open Hole Screened Start ___ feet Stopped £bet Perforations Start feet Stopped feet Grout Typc: bentonite Volume: I Depth: Start0 feet Stopped ? feet Pump; Intake Depth feet Pump size hp Brand blame Well Disinfected Upon Completion? a Yes © No Method of Disinfection; chlorine tablets Comments: Well Driller; Alpine .Frilling & Enterprises PO Box 110496AK 99311 f+YW1[ll!� L!J 3�3 i� 91 v Development Services Department Building Safety Division On -Site Water & Wastewater Program 4700 Elmore Road P.O. Box 196650 Mark Begich Anchorage, AK 99507 Mayor www.muni.org/onsite (907) 343-7904 Pump Installation Log Well Drilling Permit Number: SW Date of Issue: Parcel Identification Number: 0 I 1 ' 2(P 2. OY Legal Description D Property Owner Name & Address: y,,,, bar bgi Pump Installation Date: �/(0 vq, 7" Pump Intake Depth Below Top of Well Ceasing:: #r feet Pump Manufacturer's Name: pc4c,- Pump Model: /00Cb/1 r lX(5ZA Pump Size / hp Pitless Adapter Burial Depth: !Z- feet Pitless Adapter Manufacturer's Name: Pitless Adapter Installer: 115 Well Disinfected Upon Completion? C9 Yes F, No Method of Disinfection: 1� Comments: ANCHORAGE WELL & PUMP SERV. Pump Installer Name: 330 EAST 70 AVENUE ANCHORAGE, AK 99518 AWPS.COM PHONE: 907-243-0740 pPe.wg � E fia t{ ec�i s. . < _ q Attention: The pump installer shall provide a pump installation log to the DSD within 30 days of pump installation. 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 Page 10 3 On-Site Wastewater Disposal System and/or Well Inspection Report Permit Number. SW050380 PID Number.011-262-04 Name: JERRY WALSTRAND Wastewater System: ❑ New ■ Upgrade Address: 8429 WALKER CIRCLE • ANCHORAGE, AK 99502 ABSORPTION FIELD Phone: No. of Bedrooms: (907) 243-5475 3 ■ Deep Trench O Shollow Trench Deed 011ound 0Other LEGAL DESCRIPTION sea Ret"'°' Tam o.Pm hom °"e"a e^>� Lot: Block: Subdivision: 2 3 CAMPBELL POINT 0.7 cwna aMh to pw balsm hem sngx pea: FL 11 rL Gravel dwth bwweth dw: SEE DRAWINGS n 6.5 Township: — Range: — Section: rip aMasd ebew eapmA yma: n ams y,q,n; — 4.16 n 50 n WELL: ❑ New ❑ Upgrade Gma.knh: 2.5n Nunbe slew.: Dblene.al...a.w.: 1 N/A Cbsfc (Pmol•. A9.C): Iowa Ta faa aboaryuw arc: n Mw mala: wDo* kwl . 650 so. rt oa. awleNe: 3034/ F-810 I1rR•r: EloSt1NC' D wa: slate wa« two ,L GARNESS ENGINEERING t0/8-9/2005 rwa: wnP Se u: ceahy Napa ADow Grau,M: n R TANK SEPARATION DISTANCES ■Septic 0Holding 0S.T.E.P. 0Other To Septic Absorption UR Holding br,/Pd wte Yo,wlaclurs.: cwe tr ti pAkvc From Tank Field Station Tank sewer lives ANCHORAGE TANK 1500 Well 100'+ 100'+ — _t'n~ 25'+ STEEL Nwnbw a mm w1rrwvl. 2 Surface Water too•+ 1100'+ — — — LIFT STATION Lot Line 5'+ •2'+ _ _ _ Sin ti 9a: Foundation 5'+ 10'+ — _ _ •^ laws a: vmP ar a: Hqh wolw sem a: Curtain Drain NONE KNOWN P"mP Ne.. ' u«Nxa iwp.caan. pir1einie bY• Remarks: *1' LOT UNE WAIVER GRANTED WITH PERMIT. BENCH MARK ra.0 l•ovlwn as o..eapuom T E�EtST+1aB•'SEPTIC TANK WAS PUMPED, CRUSHED, BASE OF STAIRS ® PORCH AND ABANDONED IN PLACE. M•wnea EMw4w: 100.00 n ENGINEER'S SEAL 00o Opp Q INC. , Inspections performed by: GEGDates: 1st 10/8/05 °�. 4 H y 10/8/05 ................ 0 2nd_ 3rd 10/9/05 ..... .... a arness..... ��'. Department of Healthand Human Services approval 00 �• E-79 3 ,• .per Reviewed and approved by: Date: 4 �4�°(I d�a� o� esslo c �DOOO�o�o PERMIT NUMBER: AS -BUILT DRAWING PARCEL ID NUMBER: SW050380 011-262-04 EXISTING 3 BEDROOM HOUSE NEW 1500 GALLON SEPTIC NEW DRAINFlELD ��� I CO r / JBBu Lz cr. V LOT UNE WAIVER REOUES GARNESS ENGINEERING GROUP, Ltd CONSULTANTS d GENERAL CONTRACTORS oma E T ft b M �o� • wr+m.a. r� ww� • ft r loonmn lft . I" (ftn ". �.....o..�.y.,,y.•,,, PREPARED FOR: PHONE NUMBER: PAGE NUMBER: JERRY WALSTRAND (907) 243-5475 2 OF 3 0 LEGAL DESCRIPTION: DRAWN BY: V CAMPBELL POINT SUBDIVISION: LOT 2, BLOCK 3 Z.T.G. TYPE OF WORK: DATE: AS -BUILT OF NEW SEPTIC SYSTEM. 10/11/2005 IRev. O1N51 USE. I GREENHOUSE 40S HERE )RE USE OF DRAINFIELDS R J\ •. p J re orness CF— _ AB DBL1 41.23 75.16 DBL2 43.89 76.78 ST1 46.68 78.64 ST2 55.98 85.03 DBL3 62.80 93.90 DBL4 63.44 195.22 FD 63.85 95.98 C01 39.10 81.40 MT1 40.47 82.65 CO2 74.91 105.86 MT2 73.03 103.91 CO 64.97 101.40 EXISTING 3 BEDROOM HOUSE NEW 1500 GALLON SEPTIC NEW DRAINFlELD ��� I CO r / JBBu Lz cr. V LOT UNE WAIVER REOUES GARNESS ENGINEERING GROUP, Ltd CONSULTANTS d GENERAL CONTRACTORS oma E T ft b M �o� • wr+m.a. r� ww� • ft r loonmn lft . I" (ftn ". �.....o..�.y.,,y.•,,, PREPARED FOR: PHONE NUMBER: PAGE NUMBER: JERRY WALSTRAND (907) 243-5475 2 OF 3 0 LEGAL DESCRIPTION: DRAWN BY: V CAMPBELL POINT SUBDIVISION: LOT 2, BLOCK 3 Z.T.G. TYPE OF WORK: DATE: AS -BUILT OF NEW SEPTIC SYSTEM. 10/11/2005 IRev. O1N51 USE. I GREENHOUSE 40S HERE )RE USE OF DRAINFIELDS R J\ •. p J re orness CF— _ PERMIT NUMBER: ASPARCEL DRAWING PARCEL ID NUMBER: SW050380 011-262-04 r FINAL GRADE . 99.49-99.40 TOP OF TANK AT\INLET .95.24 DURST TANK AT 25 INVERT OF BUNG AT INLET . 94.71 FILTER NEW 1500 I I� GALLON SEPTIC TANK "ART OF BUNG AT OUTLET . 94.39 —2.5'--] FINN. GRADE . 9a.42-90.0.5 f'ORXWAL GRADE . 99.99-9a.76 INVERT OF PIPE . 94.26 (AVG) •BOf1011 OF TRENCH . 97.75 (AVG.) RELATIVE ELEVATION OF BOTTOM OF TEST HOLE . 60.76 (TESTHOLE DRY) GARNESS ENGINEERING GROUP, Ltd. CONSULTANTS d GENERAL CONTRACTORS ...... ... . ..... ......... ]TOH C T1AM ft . FARE 161 • Alc-o . M 9YA7 . F (wrkm-4HT9 • FM (99TA " • : wap . O PREPARED FOR: PHONE NUMBER: I PAGENUMBER: JERRY WALSTRAND (907) 243-5475 3 OF 3 Q y' ffr y A. Gar ess: LEGAL DESCRIPTION: DRAWN BY: Qaep E— sAG CAMPBELL POINT SUBDIVISION: LOT 2. BLOCK 3 Z.T.G. �e T.o .i7%vy oAo� TYPE OF WORK: DATE: OQ Y]rofess(O�c PROFILE OF NEW TANK AND DRAINFIELD 10/11/2005 ��OD000� [Ra.0IM51 0 Municipality of Anchorage .Q n3 1:11. IG,X I!X7LM1 •,\nclum,I;r, Alaska !X171!61 a) 6 471X1 lie-ag!oc $heel 0111 •: t!M171 ar:1-!tYll • Fam 1!X171;33+1 -'1X1 hUp://.�„�c.nnwLurn. Mayor J/ark Beyich Development Scr%ices Dep.irtnrcnt October 13, 2005 Jerry Walstrand 8429 Walker Circle Anchorage, AK 99502 RE: Encroachment: Water Well and Deck in Utility Easement Block 3, Lot 2&3, Campbel Point Subdivision, Grid 2322 Dear Me Walstrand: `ocm Ln Department The Right -of -Way Division has reviewed a request for a letter of nonobjection to an existing water well and deck, which encroach 14' and 3, respectively, into the 20 -foot Utility Easement on the western property boundary. On the as -built survey dated October 12, 2005, submitted with the request, the petitioner has shown the existing well and deck. This letter of nonobjection is issued with stipulations, and by using it the petitioner is agreeing to the following: 1. Municipality of Anchorage (MOA) will be held harmless, now and forever, for any damages or injury to any person as a result of the encroachments. 2. All applicable codes and regulations will be observed and maintained within the easement. 3. This letter of nonobjection will in no way preclude MOA from full use and enjoyment of its rights within any portion of the easement. 4. Additional and extraordinary costs incurred during any future required construction, repair or reconstruction of MOA improvements to accommodate any or all of the encroachments shall be paid by the property owner. S. Obtain tetters of nonobjection from the following utilities: ®Anchorage Water & Wastewater Utility ®Alaska Communications Systems ®Chugach Electric Association, Inc. ❑Matanuska Telephone Association ❑Matanuska Electric Association, Inc. NEnstar Natural Gas Company ❑Municipal Light and Power NGCI Cable of Alaska ❑Eyecom (Girdwood cable TV) All letters of nonobjection should be retained in your permanent files. Should you have any questions, please call me at 343-8033. Sincerely, ,./, >4141i— Jack L. Trost, Jr. Right of Way Supervisor Concur, Property Owner(s) Community, Security, Prosperity ;CT-12-2005 WED 01:52 PM (f4lRDOri'il(fS 21 901 162 4852 P. 001 MEN POWERING ALMIM fUFURE October 12, 2005 Garness Engineering 3701 East Tudor Road, Suite 101 Anchorage, Alaska 99507 Attention: Jeffrey Gayness Subject: Encroachment Permit Request for a Deck and a Well Lot 2, Block 3, Campbell Point Subdivision Grid 2322,1204-09C, EN05069 Dear 1�1r.Gamess: Enclosed is the Encroachment Permit you requested for the deck and the well that encroach into the easement on the west side of the above referenced property. Please review the Encroachment Permit If the conditions are agreeable, please have the owners sign the documentwhere indicated, have the signature(s)properly notarized and return the document to this office for full execution and recordation. Chugach will have this document recorded. If you would like a conformed copy of the recorded document, please include an additional $2.00 for the State Recorders' fee. The check should be made payable to Chugach Electric Association, Inc. A self-addressed, stamped envelope is enclosed for the return of the signed and notarized Encroachment Permit and the check for the conformed copy fee. All work within the easement area must be in compliance with the enclosed copy of Chugach's Electrical Facility Clearance Requirements. Also enclosed for youruse and information is the Locate Call Centercard and Chugach's Bleat is an Easement? handout. If you have any questions, please call me at 762-4738. Sincerely, C;fzw-4 Chuck Couts, SRIWA Right -of -Way Agent 11 Enclosures Chugach Electric Association, Inc. 5601 Flednm Drive, PO. Box 106300, Anchorage. Aloilo 905106300. • 1907) S63.7494 Fax (907) 5620071 18001478-7404 w .chusochslsddc.com • Int,41,69och•loclric.com ENCROACHMENT PERMIT 1204-09C G-2322 EN05069 011-262-04 This permit is between Chugach Electric Association, Inc., anAlaska non-profit electric cooperative, (herein "Chugach'), whose address is P. O. Box 196300, Anchorage, Alaska 99519 and Jerry Walstrand and Pamela Walstrand (Deceased), (herein "Permittee"), whose address is 8429 Walker Circle, Anchorage, AK 99502. 1. Easement. Chugach is the grantee or user of an easement for the construction and maintenance of electrical facilities, as follows: Dedicated by the plat of the subdivision known as Campbell Point Subdivision, according to Plat Number 66-78, recorded on the 27th day of July 1966, on file in the office of the District Recorder, Anchorage Recording District, Seward Meridian, Alaska, (herein "Easement") which pertains to the following described real property: The West Twenty Feet (W 20') of Lot Two (2), Block Three (3), Campbell Point Subdivision, according to Plat Number 66-78, recorded on the 27th day of July 1966, on file in the office of the District Recorder, Anchorage Recording District, Seward Meridian, Alaska, Permittee acknowledges the validity of the Easement. Permittee warrants and represents that Permittee is the owner of the fee simple interest in the land subject to the Easement and the following described real property to which the Easement is adjacent: Lot Two (2), Block Three (3), Campbell Point Subdivision, according to Plat Number 66-78, recorded on the 27th day of July 1966, on file in the office of the District Recorder, Anchorage Recording District, Seward Meridian, Alaska, (herein "Parcel"). Page I of 4 I . Encroachment. Permittee has purchased or constructed the following improvements on or within the real property subject to said Easement: A well that encroaches approximately Fifteen Feet (15) into said Easement for a distance of approximately One Foot (1'), a deck that encroaches approximately Four Feet (41) into said Easement for a distance of approximately Nine Feet (9'), . (herein "Encroachment"). 3. Permit. Chugach hereby authorizes Permittee to continue the existence of the Encroachment in its location subject to the covenants set forth in this permit. 4. Indemnification. Permittee shall indemnify and hold Chugach harmless from any claims for personal injury, property damage or other loss arising in any way from the continuation of the encroachment. 5. No Exnansion or Increase. Permittee shall not in any way expand or increase the extent to which the Encroachment occupies any of the real property encumbered by the Easement without the prior written consent of Chugach. Chugach has no obligation to provide such consent. 6. No Interest in Real Estate Acquired. Permittee hereby acknowledges that the Encroachment and any additions thereto, even if in violation of this permit, has not and shall not in the future give rise to any interest or estate in the real property subject to the Easement or any other real property. Without in any way limiting the foregoing, permittee acknowledges that the Encroachment is not adverse to any interest of Chugach and its continuation is entirely with the permission of Chugach for purposes of the common law doctrine of adverse possession. This permit creates no interest in the real property subject to the easement. 7. Modification of Utility Facilities. If the electric utility facilities located within the Easement are upgraded, added to, replaced or reconstructed, Permittee shall pay that portion of Chugach's total costs for such modification which is reasonably attributable to accommodating or preserving the Encroachment. If such payment is not made within thirty (3 0) days of written demand for same, Chugach may terminate this permit in accordance with paragraph 9, below. 8. Covenants Running with the Land. The obligations ofthe Permittee arising from this permit shall be covenants running with the land which shall burden the Parcel and the Permittee's interest in the land subject to the Easement and shall benefit the Easement. 9. Termination. Chugach may terminate this permit after the giving of thirty (30) days written notice of such termination if.. a. The Encroachment is enlarged, increased or extended within the real property affected by the Easement. Encroachment Permit - Page 2 of 4 b. The Encroachment is damaged by any means to an extent of more than thirty percent (30%) of its replacement cost at the time of destruction. C. Permittee fails to make the payment described in paragraph 7, above. 10. Term. This permit shall, if not sooner terminated by Chugach, expire forty (40) years from the date hereof. 11. Entire Agreement. This written permit constitutes the entire agreement between the Parties with respect to the subject matter hereof and supersedes all other prior or contemporaneous agreements, oral or written, between the parties. No modifications, amendments, deletions, additions or alterations of the permit shall be effective unless in writing and signed by all of the parties hereto. CHUGACH ELECTRIC ASSOCIATION, INC. By: Edward a P.E., Director, Enginee g Services Division Date: 10 -17 --OS PERMITTEE Date: 10— 12— d5 Encroachment Permit - Page 3 of 4 STATE OF ALASKA ) ) ss: THIRD JUDICIAL DISTRICT ) O TGh�;ego�g instrument was acknowledgebefore me this day of �� G 2005, by ,t: R l It 6TRpH PRINT PERAET TEES(S) NAME(S) �• Notary Public in and for the Sta of�laska *..r I 4 - = My commission expires: 6, X— 2 b%6� P1, OF F�O.• STATE OF ALASKA ) ) ss: THIRD JUDICIAL DISTRICT ) � The oreg/� a oing instrument was acknowledged before me t 's Q b 6k 2005, by R M day of . , /J Director, Engineering Services Division of Chugach Electric Association, Inc., an Alaska corporation, on behalf of the corporation. aapunupu Nosy Public in and for the Stat5a `�P..• My commission expires: tS- -'90 0 1GN 's aA�BL1� t;' op Aly' AFTER RECORDING RETURN TO: Chugach Electric Association, Inc. P.O. Boa 196300 Anchorage, Alaska 99519-6300 Encroachment Permit - Page 4 of 4 ACS -M Alaska Communications Systems September 26, 2005 Jerry Walstrand Go Gamess Engineering Group 3701 East Tudor, Suite 101 Anchorage, Alaska 99507 ACS has no objection to the encroachment of the existing well and deck into a platted easement located on Lot 2, Block 3, Campbell Point Subdivision, as depicted on the as -built drawing submitted. Acceptance and use of this letter of non -objection by yourself, your heirs, your assigns, or your successors, will constitute agreement to the following stipulations: ACS will be held harmless, now and forever, for any damages or injury to any person or property as a result of this encroachment. 2. Any ACS facility damaged or destroyed as a result of this encroachment will be repaired at no cost to ACS. 3. Any costs incurred by ACS for special construction necessitated by this encroachment will be bome by the property owner. 4. All applicable safety code regulations will be observed and maintained. 5. This letter of non -objection will in no way preclude ACS from full use and enjoyment of its rights within any portion of its right-of-way. ASincerely, ��//// � !64"' V d, Foreman Outside Plant Engineering ACCEPTANCE: DATE: �xnrt. i A. coir + nry. A Grid # 2322 K1DeP�Do LLEC OSP .ErgMWT M*"CORRESPOWONMC7C&IVb" Pont Sea DOC 600 Telephone Avenue Anchorage, Alaska 99503-6091 tel 907.564.1000 www.acsalaska.com ANCHORAGE WATER & WASTEWATER UTILITY "A New Standard of Excellence" Owned by the Municipality oJAnchorage Engineering Division 3000 Arctic Boulevard Anchorage, Alaska 99503-3898 fax 907.562.0824 http://www.awwu.biz September 26, 2005 Gayness Engineering Group, Ltd. 3701 E. Tudor Road, Suite 101 Anchorage, AK 99502-3971 RE: Campbell Point Subdivision, Block 3, Lot 2, Grid 2322 Dear Property Owners: Anchorage All -America City 'IIIA' 2002 Mark Begich, Mayor The Anchorage Water & Wastewater Utility (AWWU) received a request from Jeffrey Garness of Garness Engineering Group for a letter addressing AWWU's position regarding an existing well located within the utility easement on the west 20 feet of the referenced parcel. A plot plan showing the encroachment was provided with the request. AWWU water and sanitary sewer mains are not located within the referenced area. AWWU issues this letter, with stipulations to allow the encroachment, and by using it property owners are agreeing to the following: 1. AWWU will be held harmless, now and forever, for any damages or injury to any person as a result of the encroachment; 2. All applicable codes and regulations will be observed and maintained within the easement; 3. This letter will in no way preclude AWWU from full use and enjoyment of its rights within any portion of the easement; and, 4. Additional and extraordinary costs incurred during any future required construction, repair or reconstruction of AWWU facilities to accommodate the encroachment shall be paid by the property owner. If you have any questions, please call me at 343-8009. Sincerely, S. �MJ�L Hallie Stewart Engineering Technician Voted Best Tasting Water in America -1998 U.S. Conference of Mayors Sep 26 05 04:51p September 26, 2005 Garness Engineering representing, Jerry Walstrand Home Owner 8429 Walker Circle Anchorage, Alaska 99502 To whom this may concern, P•2 Subject to your agreement to indemnify the company as set forth below, GCI Cable Inc. of Alaska has no objection to the well and septic system encroaching into the Utility Easement 15 feet on the West property line of Lot 2, and Block 3, Campbell Point Subdivision. Known as (8429 Walker Circle. Anchorage, Alaska 99502), in city grid V, 2322. This letter of non -objection in no way precludes GCI Cable from full use and enjoyment of any rights it may have within any portion of the utility easement and or the right-of- way, including unlimited access for servicing its facilities. Also any additional and extraordinary costs incurred during any future required construction, repair or reconstruction of GCI's facilities to accommodate any or all of the encroachments shall be paid by the property owner. By signing below, you agree to indemnify and hold GCI Cable harmless, now and forever, for any damage, costs, expense (including reasonable attorney's fees), liabilities and injury to any person or property occurring as a result of the encroachment. Please indicate your acceptance by signing and returning this letter to myself at the address below. If not signed and returned to GCI within 30 days of issuince this letter of non-obiection becomes void for all intents and purposes Sincerely, Rob I Iansen CAD Operator Level I E -Mail- RHANSGNI(a.GCI.COM Office # (907) 868-6769 Fax # (907) 868-8580 �.22�_ti14, ilk hllh,.t��:¢ tik�cpfAce signature Date 5151 Fairbanks Street • Anchorage, Alaska 99503 • 907 / 868-5600 October 3, 2005 Jerry Walstmnd c/o Gamess Engineering Group, Ltd. 3701 E. Tudor Road, Suite 101 Anchmge, Alaska 99507 Re: Letter of Non -Objection Grid: 2322 To whom it may concern: ENWAR Natural Cas Company A DIVISION OF SEMCO ENERGY Engineering Dcpanrnent 401 E. International Airport Road P.O. Box 19(r88 Anchorage. Aloka 99519-0288 (907) 334.7753 FAX (907) 562-0053 ENSTAR Natural Gas Company has no objection to a well and septic encroachment into the Twenty Feet (20 ft) wide utility easement situated on the west boundary of Lot 2, Block 3, Campbell Point Subdivision, according to Plat No. 66-78, located within the SWI/4, Section 9, Township 12 North, Range 4 West, Seward Meridian, Records of the Anchorage Recording District, Third Judicial District, State of Alaska. Acceptance and use of this letter of non -objection by yourself, your heirs, your assigns, or your successors, will constitute agreement to the following stipulations: • ENSTAR will be head harmless, now and forever for any damages or injury to any person or property as a result of this encroachment. • Any ENSTAR facility damaged or destroyed, as a result of this encroachment will be repaired at no cost to ENSTAR. • Any costs incurred by ENSTAR for special construction necessitated by this encroachment will be bome by the property owner. • All applicable safety code regulations will be observed and maintained. • This letter of non -objection will in no way preclude ENSTAR from full use and enjoyment of its rights within any portion or its right-of-way. Sincerely, d1U_1W14WIA;1 Andrew Fmiser Right -of -Way Assistant ENSTAR Natural Gas Company cc: File MUNICIPALITY OF ANCHORAGE Development Services Department On -Site Water 8 Wastewater Program 4700 South Bragaw, Street P.O. Box 196650, Anchorage, AK 99519-6650 (907) 343-7904 ON-SITE WASTEWATER DISPOSAL SYSTEM PERMIT Upgrade Date Issued: Oct 03, 2005 Expiration Date: Oct 03, 2006 Permit Number: SWO50380 Parcel ID: 011-262-04 Legal Description: CAMPBELL POINT BLK 3 LT 2 Design Engineer: 0855 Garness Engineering Group, LTD Site Address: 008429 WALKER CIR Owner Name: JERRY WALSTRAND Lot Size: 15000 SO. FT. Owner Address: 8429 WALKER CIRCLE Total Bedrooms: 3 Permit Bedrooms: 3 ANCHORAGE. AK 99502-3914 This permit Is for the construction of: ❑✓ Disposal Field ❑.r 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 Date: /bVg%S Date: c AZluucipahty of Anchorage M). Box I!NN.i(1 • rVrchomge, Alaslur 9!lil9 fir: •Telephone (!X)7) 3W;k)1 •1'wx (!M17) 333-RC(M) 47M 11rnom Sima • Anchomgc, Alaska 9.&I wvvtmunl.nry( Alla#or Dlark Begich Building Snfci}• DiAsion October 3, 2005 Jeffrey Garness, P.E. Garness Engineering Group 3701 E. Tudor Road, Suite 101 Anchorage, AK 99507 Subject: Waiver Request for Campbell Point Block 3 Lot 2 Waiver Request WR#: 050081 Parcel ID # 011-262-04 PERMIT # SWO50380 Dear Jeffrey Garness, P.E.: Your request for a waiver of the required 10 feet horizontal separation from the absorption field to the property line has been approved. The approved separation distance is 1.0 foot. This waiver approval applies to the existing absorption field to property line separation only. Any future upgrade to the on-site wastewater disposal system will require all separation distances be met or another approval from this department. If there are any further concerns or questions regarding this waiver, please call our office at 343-7904. Sincerely, r it Engineer On -Site Water & Wastewater Program Community, Security, Prosperity ZD Municipality of Anchorage Development Services Department • + Building Safoy Division On -Site Watcr and Wastewater Program 4700 Bragaw Street P.O. Box 196650 Anchorage, AK 99519-6650 www.ci.anchoragc.ak.us (907)343-7904 Waiver Review Worksheet WR#: 050081 PID#: 011-262-04 HA/Permit# PERMIT # SW050380 Date Received: October 3, 2005 Legal Description: Campbell Point Block 3 Lot 2 Engineer. Jeffrey Garness, P.E. Garness Engineering Group 3701 E. Tudor Road, Suite 101 Anchorage, Ali 99507 Applicant: Jerry Walstrand Waiver Requested: 1 FOOT LOT LINE WAIVER TO SOUTH PROPERTY LINE Criteria: Geology Points: A. Water Table B. Soil Sorption C. Permeability D. Water Table Gradient E. Horizontal Separation Waiver Is Granted: X List Conditions or Reasons for above: Total: Waiver Is not Granted: ZD Date: 1013105 By: Joe Goodall Name of Reviewer r ............. ............................................... weavesesesee. Rec#: 74803 Amount: $175 Date Paid: 10/3/2005 \ Municipality of Anchorage 1 Development Services Department Building Safety Division �- On -Site Water & Wastewater Program 4700 South Bragaw St. P.O. Box 196650 Anchorage, AK 99519-6650 www.ci.anchorage.ak.us (907)343-7904 ON-SITE SEWER/WELL PERMIT APPLICATION FOR A SINGLE FAMILY DWELLING Parcel I.D. b I 1 - "?Ipa- h4 Permit Number Property owner(s) JERRY WALSTRAND Day phone 243-5475 Mailing address (1) 8429 WALKER CIRCLE • ANCHORAGE. AK Mailing address (2) Zip Code 99502 Legal description (Lot, Block & Sub'd.) LOT 2. BLOCK 3. CAMPBELL POINT SUBDIVISION: Legal description (Section, Township & Range) - N/A Lot Size 1 S, DOU Acr q.Ft. THIS APPLICATION IS FOR: Number of Bedrooms 3 Sewer Only ❑ Well Only ❑ Sewer and Well ❑ Water Storage ❑ Sewer Upgrade 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: L1W Waiver Fees` Date of Payment: 67-30-()S Date of Payment: Receipt Number: iti _75 _� Nx��Receipt Number., GARNESS ENGINEERING GROUP, Ltd. • �-+»=mom-* CONSULTANTS & GENERAL CONTRACTORS - September 22, 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: Proposed Septic Upgrade for Campbell Point Subdivision; Lot 2, Block 3, To whom it may concern: The existing 3 bedroom house is served by a private well and septic system. The septic system is in a state of failure and needs to be upgraded. One test hole was excavated on the property. The drainfield will be designed around the 30 foot radius of this test hole. We are proposing to install a new 1000 gallon septic tank and a deep trench type drainfield. 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. DRAI\FIELD DESIGN: See attached design drawing for drainfield specifications. 3. SURFACE RATERS: There are no surface waters within 100 feet of the proposed septic system. 4. TOPOGRAPHY: As can be seen on the attached design drawing the average topography in the area of the proposed drainfield is a 5-10 percent slope running approximately west to east. In short, there are no slope concerns. 5. LOT LINE WAIVER: We request a l foot lot line waiver from the proposed drainfield to the south lot line. We are unaware of any adverse impacts with the granting of this waiver. 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. JcITrFfa ess. '.E., M.S. Pr Nt�/t/I OTE: leached is a site plan drawing, a design drawing, one soil log, which are all part of the design package for this septic system. (Contact G.E.C. Ltd. for 7 page construction specification letter.) 3701 E. Tudor Road, Suite 101 • Anchorage, AK 99507 Ph: (907) 337-6179 • Fax: (907) 338-3246 ` Website: gamessengineering.com CSEPTIC ARS JOHNSTON SUBDIVISION T12N R4W SEC 9 SW4 SW4 NW4 PARCEL 12A., r IE SKYHILLS PH. 1 LOT 3, BLOCK t \ \ ZAACANTD ----�------------ NTD / I SKYHILLS PH. 1 LOT 2, BLOCK 1 LOT 1, BLOC I(/ 3 [CAMPBELL POINT 3I EXISTING 3 BEDROOM HOUSE 11 _ L � I GBELL BL POIINN AIPT S/0 r ------PEA TRACT 1 JJ--- I rl \ I i i SEPTIC SYSTEM AAERPEn GREENHOUSE SKYHILLS PH. 1 LOT 1. BLOCK t PROPOSED SEPTIC UPGRADE. (SEE DESIGN PACE 2 OF 2) t ♦. 431° v° GARNESS ENGINEERING GROUP, Ltd. ---•-•�•-••-^• •-----^- CONSULTANTS 6 GENERAL CONTRACTORS 'a�ol a r 99eo7 • rRo.r (907)"7-41" • r.v $07)5 3246 ,PREPARED FOR: PHONE NUMBER: I PAGE' NUMBER: JERRY WALSTRAND (907) 243-5475 1 OF 2 LEGAL DESCRIPTION: DRAWN BY: CAMPBELL POINT SUBDIVISION; LOT 2. BLOCK 3 1 Z.T.G. TYPE OF WORK: SITE PLAN FOR SEPTIC SYSTEM (Rev. UIM5) 09/22/05 .........I....... I I LOT 9. BLOCK 2 / CAMPBELL POINT S/D/ \ I K. SEPTIC `AREA} — �r \ \ LOT 8, BLOCK 2 CAMPBELL POINT ;/D 1 / I I \r- I I I 1 I iLOT 7, BLOCK 2 CAMPBELL POINT S/O / UI Y .�_ .AREAL SKYHILLS PH. 1 LOT 3, BLOCK t \ \ ZAACANTD ----�------------ NTD / I SKYHILLS PH. 1 LOT 2, BLOCK 1 LOT 1, BLOC I(/ 3 [CAMPBELL POINT 3I EXISTING 3 BEDROOM HOUSE 11 _ L � I GBELL BL POIINN AIPT S/0 r ------PEA TRACT 1 JJ--- I rl \ I i i SEPTIC SYSTEM AAERPEn GREENHOUSE SKYHILLS PH. 1 LOT 1. BLOCK t PROPOSED SEPTIC UPGRADE. (SEE DESIGN PACE 2 OF 2) t ♦. 431° v° GARNESS ENGINEERING GROUP, Ltd. ---•-•�•-••-^• •-----^- CONSULTANTS 6 GENERAL CONTRACTORS 'a�ol a r 99eo7 • rRo.r (907)"7-41" • r.v $07)5 3246 ,PREPARED FOR: PHONE NUMBER: I PAGE' NUMBER: JERRY WALSTRAND (907) 243-5475 1 OF 2 LEGAL DESCRIPTION: DRAWN BY: CAMPBELL POINT SUBDIVISION; LOT 2. BLOCK 3 1 Z.T.G. TYPE OF WORK: SITE PLAN FOR SEPTIC SYSTEM (Rev. UIM5) 09/22/05 .........I....... NUMBER OF BEDROOMS:3 --- - TO OBTNN A COPY OF THE- LETTER If GALLONS PER DAY (CPD): 450 CONTACT CEG. BY PROCEEDING FORWARD PERCOLATION RATE/S: <1 h 30 MIN./INCH PROPOSED APPLICATION RATE: 0.7 WITH THIS INSTALLATION, THE ENGINEER, WELL DRILLER, CONTRACTOR AND MINIMUM DRAINFIELD SO.FT.: 643 PROPERTY OWNER AGREE THAT THEY HAVE READ THESE SPECIFICATIONS AND DRAINFIELD DESIGN: AGREE TO ACCEPT THE TERMS AND CONDITIONS o PIED. MAXIMUM DEPTH:11 FEET WIDTH: 2.5 FEET /1W LENGTH:50 FEET / ((�J M.OA APPROVED SANG FILTER: N/A EFFECTIVE:7 FEET I(\/ REDUCTION FACTOR: N/A ACTUAL SOFT.: 700 / INSTALL FOUNDATIONEXISTING SEPTIC TANK (STING WELL CLEANOUT TO BE COMPLETELY ABANDONED PER UPC. I INSTALL FLOW EXISTING 3 SPLITTER ke'/ �T BEDROOM -JL. HOUSE INSTALL DOUBLE CLEANOUTS� PROPOSED 1000 GALLON SEPTIC TANK / INSTALL DOUBLE CLEANOIlTS INSTALL FLOW DNERTE PROPOSED DRAINFIELD wA�T� 1' LOT LINE WAIVER REOUES `f b/ GARNESS ENGINEERING GROUP, Ltd p o:: 4 ooh CONSULTANTS& GENERAL CONTRACTORS Q••••••• •• 7901 E 1VOp1 eO.O. WR 101 • MOML MI NW? .4116[ (407)W-4179 • FM (407)iL " . ea1511[: ewgrnrp wel peew . PREPARED FOR: PHONE NUMBER: PAGE NUMBER: JERRY WALSTRAND (907) 243-5475 2 OF 2 LEGAL DESCRIPTION: DRAWN BY: O� o CAMPBELL POINT SUBDIVISION; LOT 2. BLOCK 3 Z.T.C. 00 ea TYPE OF WORK: DATE: 04T DESIGN DRAWING FOR PROPOSED SEPTIC UPGRADE 1 9/22/2005 (Rev. OL05) ••••arness�•• '793 4�5- GARNESS ENGINEERING GROUP, Ltd CONSULTANTS S GENERAL CONTRACTORS SOIL LOG - PERCOLATION TEST LEGAL PERFORMED DE DESCRIPTION:_. FOR: CAMPBELL POINT; LOT 2, BLOCK 3, JERRY WALSTRAND DAT (PACE 1 OF 2) NET DROP (INCHES) (feet) 4:52 TEST HOLE # 1 6- ORG I ==== SOIL CLASSIFICATIONS 2 - (CAMPBELL POINT S/D — 6- ?to'. GW - ORG 3 5:52 ,:. GP ML 3- 3- GM CL 4 I GC OL \ \ I /TH/ ❑ SW MH 5 3- •• ••• • SM SP CH SM OH 6 SC 7 8 9 to ,,_.�.• SP 11 12 13 14 15-{,-.T.a•1 GW 16 DEPTH TO DATE GROUNDWATER DRY 9/13/2005 %Y `12 2co; DATE READING CLOCK TIME NET TIME (MINUTES) WATER LEVEL READING NET DROP (INCHES) 9/13/2005 1 4:52 \ 6- 2 I �l?� %LOT 1. BLOCK 3 I 3 (CAMPBELL POINT S/D — 6- — 4 5:52 �I I 3- 3- 5 5:52 I � i \ \ I /TH/ ❑ 6:22 30 3- 3- I u i1 -'LOT BLOCK 3 �,wMPBELL POINT S/D I I I I I 3 100' DATE READING CLOCK TIME NET TIME (MINUTES) WATER LEVEL READING NET DROP (INCHES) 9/13/2005 1 4:52 — 6- 2 5:22 30 3- 3- 3 5:22 — 6- — 4 5:52 30 3- 3- 5 5:52 — 6- — 6 6:22 30 3- 3- 19 PERCOLATION RATE 30 (MIN./INCH) PERC. HOLE DIA. 6 (INCHES) TEST RUN BETWEEN 6 FT. AND 6.5 FT. 20 A FOUR HOUR PRESOAK WAS PERFORMED: N YES ❑ NO SOILS LOGGED BY: ROB CAMPBELL PERCOLATION TEST PERFORMED BY: ROB CAMPBELL COMMENTS: PERFORMED BY CEG, Ltd. I, JEFFREY A. GARNESS. CERTIFY THAT THIS WAS PER ORMED IN ACCORDANCE WITH ALL STATE AND MUNICIPAL GUIDELINES IN EFFECT ON THIS DATE: 23 - aoo6�0 p GARNESS ENGINEERING GROUP, Ltd CONSULTANTS & GENERAL CONTRACTORS A 001 L Al W% 101 • ANDQ+ L M. 9QW01 • PHOhL (WW7-B17111 • reg: W7 M • y[gyOL . ..... • •' • •.. •' SOIL LOG — PERCOLATION TEST ....... LEGAL DESCRIPTION: CAMPBELL POINT; LOT 2• BLOCK 3, .J' A. or ess:• a PERFORMED FOR: JERRY WALSTRAND DATE: 9/13/2005 �� v •, 7-79 DEPTH (PAGE 2 OF 2) ��4oma (feet) TEST HOLE 1 °/elsl°^°��40000�� 11— SOIL SOIL CLASSIFICATIONS 2 '`aS`' o> GW— ORG 3 r . : c. GP — -- ML GM CL 4 GC OL °e°• o SW MH '� �'• SP CH 5 N SM ' ' % off SEE PAGE I OF 2 e LL Sc 7 GROUNDWATER D w 8 Q F CL 9 Z O 10- 11 0 11 O 12 U L� 13 N N 14 U 15 W N 61718 16- 17- 18 19 PERCOLATION RATE <1 MIN. (MIN./INCH) PERC. HOLE DIA. 6 (INCHES) TEST RUN BETWEEN 9 FT. AND 9.5 FT. 20 A FOUR HOUR PRESOAK WAS PERFORMED: N YES ❑ NO SOILS LOGGED BY: ROB CAMPBELL PERCOLATION TEST PERFORMED BY: ROB CAMPBELL COMMENTS: PERFORMED BY GEC, Ltd. 1, JEFFREY A. GARNESS, CERTIFY THAT THISWAS ERF RMED IN ACCORDANCE WITH ALL STATE AND MUNICIPAL GUIDELINES IN EFFECT ON THIS DATE: 9 L3 OS— Municipality of Anchorage Paye of_ DEPARTMENT OF HEALTH AND HUMAN SERVICES ENVIRONMENTAL SERVICES DIVISION P.O. Box 196650 • Anchorage, Alaska 99519-6650 • Telephone: 343-4744 On -Site Wastewater Disposal System and/or Well inspection Report Permit Number. PID Number. N+�•: Wastewater System: D New D Upgrade .r•. ti i a ABSORPTION FIELD 8,19 r ✓ rMns: Nto.ottaMrooma: DDeepTreneh eShallowTreneh Deed DMound DOther 243- LEGALDESCRIPTION �'�5`W istXboitk Total Depth sane glnaJrlorad.: Lot, clod: slor 049M Ili pppebonom lrom ON" Grant OWN beneath pipe V It 14 CO It lfc *ship: Range: section: Q Fol ad0e0a ove original grade: --•-- Grit Mnptte it t '1 If ofs"I aeptw-tv Num 10fairest: 04141"betraul M: WELL: 13 New D Upgrade tt. It D It Classification (private. A.Bxg Toul oepth: case0 To: Total absorption aha: Pipe material: •e Ft. as et. o Fr Driller. Dale Dflued7 Slatic Welat Level: Installer. Dale Install a0: ra D 19 3 3 Ft. Vold: rump Set at: CWMgr**lAbMGrWV TANK 6 I GPu ►I. R FL SEPARATION DISTANCES Ieseptic OHoldinp DS.T.E.P. To $pus AOaaryt4n LOI 14101,10VWFrWGte Manut+ctunr. capacity Mgall n From TiuN Flew auGen Tuts S~unao Material: Number Of COmpanments: Well -75 t r a S I� SurfaceNIA NfA LIFT STATION Water Lot size In gallenC Manufacturer. Line �7 13 "pump on'lewl at: -Pump olr level at Jlar Wort Wolofm at: Foundetlon I.p MoD N+mP Waa a Moots Electrical lnspections performed by: BENCH MARK Y inspections performed by. Dates:1st 2nrt l' Department of H aII4 and Human Services approval Reviewed and approved by Dater 12-01311111111,10,425 ENGIREER'S SEAL! ,.• c:-2223 _ EAST 150.00' 25 • P1 ovof O 6.0 °0 44.0' Serf.: T.41< x EXISTING o x�at.Lta r v`0. N HOUSE N G�,d.• • � 00 c 44.0' ` o W O O K 0 •• UI � � tt6s..f •.: trsl� I s'ra �x � U ga I ( a z LOT 2 Rock r z z S,1• t4'ia� GCC1>•OVSL� I EAS 150.00' r— � I W c o I . �%aca►s � o � Q � 0 I r LOT 3 O ��^•1�`1��. O `'fir^.'.• ^'��,• \ -I \ L oT 2 B tit "� CAsM!^ Lt_ ....... ; '_' 10 4�'C•.' ' �'"' S: • �:'end ; .^.c Vr -ftL A'i. ,, �(ENGIkEERS SEAQ :� •' . yr .�':� •.,� 1, ••. •N .11 •. N .• v Munlcipallty of Anchorapa foe'^ DEPARTMENT OF HEALTH d HUMAN SERVICES i' ( •••' 825 •L• Street. Anchorage, Alaska 99502-0650 SOILS LOG — PERCOLATION TEST l!`Q `%F�,••1 cE-222s .� PERFORMED FOR: t ��mm " DATE PERFORMED: s LEGAL DESCRIPTION: L%b BK—A Township. Range. Sectlom 1 l Z.w, a L/1w _• 9 1 2- 3. a 6 6 7- 12- 13- 14 � - 12•13•14� 15. 16 17 18 19 ceh,t &-aj 'tet tai ,+ 1- - WAS GROUND WATER ENCOUNTERED? E IF VES.AT WHAT L O DEPTH? E Depth b Wiler utr Ittnlllrleg? Wtc 201 I Z /) . U 41 PERCOLATIONMTE .*�a�L (minut�yinch) PERCHOLEOIAMETER TESTRUNBETWEEN . q !r FTAND FT COMMENTS PERFORMED BY: 1 CERTIFY THAT THIS TEST WAS PERFORMED IN ACCORDANCE WITH ALL STATE AND MUNICIPAL GUIDELINES IN EFFECT ON THIS DATE DATE •�-� 3 • L413 72-008 (Aw. 4/88) IfF���tt�il•��■��� Mmmvlmm ti�J/:1�9Tl��A��Ca 201 I Z /) . U 41 PERCOLATIONMTE .*�a�L (minut�yinch) PERCHOLEOIAMETER TESTRUNBETWEEN . q !r FTAND FT COMMENTS PERFORMED BY: 1 CERTIFY THAT THIS TEST WAS PERFORMED IN ACCORDANCE WITH ALL STATE AND MUNICIPAL GUIDELINES IN EFFECT ON THIS DATE DATE •�-� 3 • L413 72-008 (Aw. 4/88) Municipality of Anchorage • On-Site Water and Wastewater Program .,•��`.t t _ (907) 343-7904 milli " CERTIFICATE OF ON-SITE SYSTEMS APPROVAL Parcel I.D. 011-262-04 Expiration Date: 1 1 O?/` ?O/ 9 1. GENERAL INFORMATION Complete legal description Campbell Point Block 3 Lot 2 Location (site address) 8429 Walker Circle Current Property owner(s) Upland Mortgage Day phone 522-5220 Mailing address same Real Estate Agent Bob Brock RE/MAX Day phone 522-5220 • l,67 8 9 10 b >> 2. TYPE OF DWELLING: w,, ."u. io 0 Single ❑ Duplex (w/wo ADU) NOV 0 6 'aid > ❑ Multiple Dwellings (Single Family and/or Duplex) 1-6 ti c it 3. NUMBER OF BEDROOMS: 3 4. TYPE OF WATER SUPPLY: TYPE OF WASTEWATER DISPOSAL: Individual Well ® Individual Individual Water Storage ❑ Holding Tank ❑ Community Class C Well ❑ Community ❑ Public Water System ❑ Public Sewer ❑ Received by: - _, Date: /l/,'/t COSA to be released to the engineer,unless of rwise requested by the engineer. COSA Fee $ SZf Date: Date of Payment l I WI-3 Date of Payment Receipt Number u3S 14 0 Receipt Number COSA# (SC,1 g t513 Waiver# 5. STATEMENT OF INSPECTION BY ENGINEER As certified by my seal affixed hereto and as of the validation date shown below, I verify that my investigation, based on procedures outlined in the Certificate of On-Site Systems Approval Guidelines for this application, shows that the on-site water supply and/or wastewater disposal system is (are) safe, functional and adequate for the number of bedrooms and type of structure indicated herein. I further verify that based on the information obtained from the Municipality of Anchorage files and from my investigation and inspection, the on-site water supply and/or wastewater disposal system is(are) in compliance with all applicable Municipal and State codes, ordinances, and regulations in effect at the time of installation. Name of Firm NorthRim Engineering Phone 694-7028 Address PO Box 770724,Eagle River Engineer's Printed Name Steve Eng Date 11/6/2018 6. DSD SIGNATURE • JSystem #1 Approved for 3 bedrooms. System #2 Approved for bedrooms. " • ,.. ° " Disapproved. /(/?'Ke Conditional approval for bedrooms, with the following stipi latiQns :�,. \>'�` or HJV�hU. �2 Z ON-SITE G'`., WATAND A ER o PROGRAM c<; If more than 1 septic system is on the lot: COSA Checklist# of Structure served by this system Certificate of On-Site Systems Approval Checklist Legal Description: Cfl/1/l P,� PT S3 L2 Parcel ID: O//-2.5-.2-0c/ A. WELL DATA Well type l p If A, B, or C provide PWSID# Well Log (Y/N) Date completed P Sanitary seal (YIN) y Wires properly protected (Y/N) iN0A�i1eO�' Total depth ft.� ,Cased toy ft. Casing height (above ground) 36-r✓ in. 301 FROM WELL LOG AT INSPECTION Date of test 3722//C /0/'6/Iô0 Static water level -2 2 f ft. / Is ft. Well production / —5 g.p.m. 5+ g.p.m. WATER SAMPLE RESULTS: Coliform 6 colonies/100 mL Nitrate 2. / mg/L Arsenic iv ug/L Date of sample: / /i(/( Collected by: ,/F,wi 1" B. SEPTIC/HOLDING TANK DATA Tank Type/Material 5 EP;k2l S%EEL Date installed /67705 Tank size /5°0 gal. Number of Compartments 2 Cleanouts (Y/N) Foundation cleanout(Y/N) Depression over tank(Y/N) // High water alarm (Y/N) A/ Date of pumping /( Pumper .4--k 00c I 7- ��� T'cQ C. ABSORPTION FIELD DATA Date installed /O/ 5 Soil rating ( .d/ft2 or ft2/bdrm) 67- 7 System type i-e•-� Length 50 J ft. Width 2. S ft. Gravel below pipe (. .S ft. Total depth l( ft. Eff. absorption area ‘SO ft2 Monitoring tube y Depression over field A/ Date of adequacy test /D/"(/cf Results (Pass/Fail) For 3 bedrooms Fluid depth in absorption field before test O in. Water added17/ SD gal. New depth Z in. Elapsed Time: ?O min. Final fluid depth o in. Absorption rate >_ i/ 5-0 g.p.d. Any rejuvenation treatment(past 12 mo.) (Y/N &type) c./Nk= If yes, give date D. LIFT STATION /VA Date installed Size in gallons Manhole/Access (YIN) "Pump on" level at in. "Pump off' level at in. High water alarm level at in. Datum Cycles tested Meets alarm&circuit requirements? E. SEPARATION DISTANCES WELL ON LOT TO: Septic tank/lift station on lot /DQ �+ On adjacent lots /00 (1._ Absorption field on lot /00 /1- On adjacent lots /OO e-f r Public sewer main /i 7 '4-- Public sewer manhole/cleanout /00 f Sewer/septic service line 2 '' ! 4- Holding tank /00 r4- Animal containment areas 504 Manure/animal excrete storage areas /a0• `-# SEPTIC/HOLDING TANK ON LOT TO: Building foundation /6 ' Property line / /IL field c r + 2 4- Water main /0 (f Water service line /e) 41- Surface water /O .' `-f- Wells on adjacent lots /Jai,' ABSORPTION FIELD ON LOT TO: Property line Z i Or Building foundation �0 f'�' O Water main 'f Water Service line /d 14" Surface water ! ' I' ' Driveway, parking/vehicle storage /0 f Curtain drain U/l/I Wells on adjacent lots /O& (f F. COMMENTS L 0 r L./1\16: J,, -/✓6 _ —A4 dit G/LE G. ENGINEER'S CERTIFICATION ..- a� �•tit%,� I certify that I have determined through field inspections and • :F )4( ‘11 ,. review of Municipal records that the above systems are in •• -,ilit » --.v D� conformance with MOA COSA guidelines in effect on this date. * Si• d • Engineer's Printed Name S/t t/' GN Cell t Date /'//(l i ,t `;c�� •: �s �•: COSA yellow sheet_2-6-15.doc Q,ysa+ T So In Municipality of Anchorage Development Services Department Building Safety Division On -Site Water 8 Wastewater Program 4700 South Bragaw SL P.O. Box 196650 Anchorage, AK 99519-6650 www.ci.anchorage.ak.us (907)343-7904 CERTIFICATE OF HEALTH AUTHORITY APPROVAL FOR A SINGLE FAMILY DWELLING Parcel I.D. 1. GENERAL INFORMATION HAA# 1)505q0 Expiration Date:Vlya M Complete legal description CAMPBELL POINT SUBDIVISION• LOT 2, BLOCK 3 Location (site address or directions) 8429 WALKER CIRCLE . ANCHORAGE, AK 99502 Current Property owner(s) JERRY WALSTRAND Day phone (907) 243-5475 Mailing address 8429 WALKER CIRCLE • ANCHORAGE. AK 99502 Lending agency Day phone Mailing address Real Estate Agent REAGAN RUSSEY w/ REALTY EXECUTIVES Day phone 244-0225 — Mailing address 341 W TUDOR ROAD SUITE 103 r ANCHORAGE. AK 99513 661 .liop kiaavj Unless otherwise requested, HAA will be held by DSD forpickup. '39.12- 0-30r�w 2. NUMBER OF BEDROOMS: 3 (_'�' ZA_� 3. TYPE OF WATER SUPPLY: Individual Well N Individual Water Storage ❑ Community Class Well ❑ Public Water System ❑ TYPE OF WASTEWATER DISPOSAL: Individual On-site N Individual Holding tank ❑ Community On-site ❑ Public Sewer ❑ The Municipality of Anchorage Development Services Department (DSD) Issues Certificates of Health Authority Approval (HAA) based only upon the representations given in paragraph 4 by an independent professional civil engineer registered in the State of Alaska. Certificates of Health Authority Approval are required for the transfer of title (except between spouses) for properties served by a single-family on-site wastewater disposal and/or water supply system. DSD also issues HAAs upon request to homeowners. Certificates of Health Authority Approval are valid for 90 days from the date of issue for properties served by a private or Class C well and may be reissued with new water samples. (Certificates may be reissued for a period of up to one year with valid water samples.) Certificates are valid for one year for properties served by Class A or B wells or a public water system. The Municipality of Anchorage is not responsible for errors or omissions in the professional engineer's work. 4. STATEMENT OF INSPECTION BY ENGINEER N. As certified by my seal affixed hereto and as of the validation date shown below, I vAifyµthat my investigation, based on procedures outlined in the Health Authority Approval Guidelines forthis application, shows tha�the on-site water supply and/or wastewater disposal system Is(are) safe, functional and adequate for th ft ntrr;AKof bedrooms and type of structure indicated herein. I further verify that based on )ha „IntormatioWfflained from the Municipality of Anchorage riles and from my investigation and inspectioiy, the on-site.water supply and/or wastewater disposal system Is(are) in compliance with all applicable Municipal and'State codes, ordinances, and regulations in effect at the time of installation. Name of Firm GARNESS ENGINEERING GROUP, Ltd. Phone 337-6179 Address 3701 E. TUDOR ROAD, SUITE 101 • ANCHORAGE, AK 99507 Engineer's Printed Name JEFFREY A. GARNESS, P.E. Date Engineers Comments: In conducting this evaluation, GEG, Ltd. attempted to provide a thorough, conscientious engineering analysis of the system In accordance with ADEC and MOA DSD Guidelines & 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 lite of all wells and septic systems depend on the local soils condition, groundwater levels that may fluctuate during the year, and the water usage of the family being served by the system. These conditions are outside the control of the evaluator of the system. Satisfactory test results do not guarantee future performance of the system, nor do they guarantee that there are no hidden defects or encroachments. GEG, Ltd. can therefore not provide any warranty or future estimate of how long the system will continue to 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 __Z Approved for S bedrooms. Disapproved. Conditional approval for bedrooms, with the following stipu\`\t�t11C�rAC/%yO���'' °c gryo 6 Attachments: HAA Checklist_ Septic System Advisory Well Flow Advisory Maintenance Agreements Supplemental Engineers Report Other By: AL i ^�-1 i 6 O . �.t Original Certificate Date:1!T�. (Rn. 12101) Municipality of Anchorage Development Services Department Building Safety Division On -Site Water & Wastewater Program 4700 South Bregaw St. P.O. Box 196650 Anchorage, AK 995198650 www.cLanchorage.ak.us (907) 34379W HEALTH AUTHORITY APPROVAL CHECKLIST Legal Description: CAMPBELL POINT S/0; LOT 2, BLOCK 3 parcel ID: 011-262-04 A. WELL DATA Well" PRIVATE If A, B, or C provide PWSID# N/A Date completed PRE 1975 Sanitary seal (YIN) YES Total depth >227 ft. Cased to 40+ ft. FROM WELL LOG Date of test Static water level ft. Well production g.p.m. WATER SAMPLE RESULTS: Coliform 0 colonies/100 ml. Nitrate L%Q mg.IL. Well Log (YIN) NO Wires properly protected (YIN) YES Casing height (above ground) 24+ in. AT INSPECTION 10/8/2005 224 ft. 5.62 g.p.m. Other bacteria 1 colonies/100 ml. Arsenic: N/A mgJL. Date of sample: 10/9/2005 Collected by: GEG, LtD. B. SEPTIC/HOLDING TANK DATA Tank Type/Material STEEL Date Installed 10/9/2005 Tank size 1500 gal. Number of Compartments 2 Cleanouts (YIN) YES Foundation cleanout (YIN) YES Depression over tank (YIN) NO High water alarm (YIN) N/A Date of pumping NEW Pumper N/A C. ABSORPTION FIELD DATA Date installed 10/9/2005 Soil rating .p.d./ (ft'/bdrm) 0_7 System type DEEP TRENCH Length 50 ft. Width 2.5 ft. Gravel below pipe 6.5 ft. Total depth 1 1 r ft. Eft. absorption area 650 ft' Monitoring tube YES Depression over field NO Date of adequacy test NEW Results (Pass/Fad) F rooms Fluid depth in absorption field before test _ in. Water _gal. New depth _in. Elapsed Time: _ min. F' epth _ in. Absorption rale >= g.p.d. (past 12 mo.) (YIN & type) If yes, give date D. LIFT STATION Date installed Size in gallons Manhole/A "Pump on" level at _in. "Pump 0 _ n. High water alarm level at in. Datu Cydes tested Meets alarm & circuit requirements? E. SEPARATION DISTANCES — SEPARATION DISTANCES FROM WELL ON LOT TO: Septic tank/lift station on lot 100'+ On adjacent lots 100'+ —" Absorption field on lot 100'+ On adjacent lots 100'+ Public sewer main N/A Public sewer manhole/cieanout N/A Sewer /septic service line 25'+ Holding tank N/A SEPARATION DISTANCES FROM SEPTIC/HOLDING 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 "Z' Building foundation 10'+ Water main N/A Water service line t0,+ Surface water 100'+ Driveway, parkingivehide storage 10'+ Curtain drain NONE KNOWN Wells on adjacent lots 100'+ F. COMMENTS *1' LOT LINE WAIVER GRANTED WITH SEWER PERMIT. G. ENGINEER'S CERTIFICATION 1 certify that 1 have determined through field inspections and ?' 4 T review of Municipal records that the above systems are in ""•' "" "' .. """"""'� conformance with MOA HAA guidelines in effect on this date. vn� ff A. ess; Engineer's Printed Name JEFFREY A. GARNESS •p e E-79 �o� Date to A2/vS�o HAA Fee $ q:30 t)v 4 gg-Ov Date of Payment 10117 -106 - Receipt Number 'r=�PIZ�t� 4 it (Rev. 12(01) Waiver Fee $ Date of Payment Receipt Number 25' 5/8' Rebor Landing 1–Level PCC Wolk a Wood Frame House — —�1 N w/Day Light Basement O I Wood Sun I � 0 O I Lot 1 EAST ,150.00' Concrete Block Retaining Wall • Wood Stairs • �i21S ER LOT 2 PIPES Wood Green House Steps 24' No Foundation—., 25' N ci b N O 0G<�e1 Dt�ve 0 ►t(( OF 49TH No. 3143-5dw .: 8 Wood Shed No Foundation 12-0 V I Found Z 15' 22' .• n c vl n 10• EAST 5/8' Rebar 150.00' 024- .3.2 I 22• u E TreeWith W Diameter (TYp•) I � 25' N ci b N O 0G<�e1 Dt�ve 0 ►t(( OF 49TH No. 3143-5dw .: N I Scale: 1"-20' Found 5/8' LOT 3 BLOCK 3 CAMPBELL POINT SUBDIVISION (Plat 66-78) 150.00' WEST Tract 1 1 hereby c;.Uly that on accurate w y of the folloeing desathed prps,ty. Lots 2 do 3. Block 3. Campbell Point Subdivision (Plat 66-78) rap mode en AJ.O haf 2.i_ 6• 2005 and a+at t knprowmenls situated iher•m are rIN Ne property lines and do not ovenoP or enorooch on the property lying In =Tpartrr ly�iigt oddixent thereto encroach on h parches ion and that there we no roadez. transmisWn lines or sins, vlWNe easements an said property except as indicated hereon. Anchorage Alaska. this 30th day or August 2oo5 Wire Fence 0.5' 0.6' 10.4' 14.2' Wood Power Pole —J Rr�CLR'T'1I`IED lo• Iz•o5' "25'46 " Wood Shed No Foundation M J Wood Deck O M 12.3 n .• n c vl n EAST 1 150.00' N I Scale: 1"-20' Found 5/8' LOT 3 BLOCK 3 CAMPBELL POINT SUBDIVISION (Plat 66-78) 150.00' WEST Tract 1 1 hereby c;.Uly that on accurate w y of the folloeing desathed prps,ty. Lots 2 do 3. Block 3. Campbell Point Subdivision (Plat 66-78) rap mode en AJ.O haf 2.i_ 6• 2005 and a+at t knprowmenls situated iher•m are rIN Ne property lines and do not ovenoP or enorooch on the property lying In =Tpartrr ly�iigt oddixent thereto encroach on h parches ion and that there we no roadez. transmisWn lines or sins, vlWNe easements an said property except as indicated hereon. Anchorage Alaska. this 30th day or August 2oo5 Wire Fence 0.5' 0.6' 10.4' 14.2' Wood Power Pole —J Rr�CLR'T'1I`IED lo• Iz•o5' "25'46 a� MUNICIPALITY OF ANCHORAGE JAL • ^- DEPARTMENT OF HEALTH b HUMAN SERVICES Division of Environmental Services On -Sita Services Section P.O.Box 196650 Anchorage. Alaska 99519-6650 343-4744 CERTIFICATE OF HEALTH AUTHORITY APPROVAL FOR A SINGLE FAMILY DWELLING Parcel LD. N ,.011-010:1-r4 HAA 4 11 q�(llltn 1. GENERAL INFORMATION Complete legal description Location (site address or directions) Property owner e tie s i.-�cs1 Day phone .2�i3- K97� Mailing address fi y� r1 L1l�C� Lending agency Day phone Mailing address Agent Day phone Address Unless otherwise requested, HAA will be held for pickup - 2. NUMBER OF BEDROOMS: 3 3. TYPE OF WATER SUPPLY: individual well , Community well . -- Public water NOTE: if community well system, provide written confirmation from State ADEC attest- ing to the legality and status of system. 4. TYPE OF WASTEWATER DISPOSAL individual on-site Holding tank Community on-site Public sewer t NOTE: If community wastewater system, provide written confirmation from State ADEC attesting to the regality and status of system. S. STATEMENT OF INSPECTION BY ENGINEER As certified by my seal affixed hereto and as of the validatlon date shown below, I verity that my investigation of this Health Authority Approval application shows that the on-site water supply and/or wastewater disposal system is safe, functional and adequate for the number of bedrooms and type of structure Indicated herein. I furtherverify that based on the Information obtained from the Municipality of Anchorage files and from my Investigation and inspection, the on-site water supply and/or wastewater disposal system is In compliance with all Municipal and State codes, ordinances, and regulations In effect on the dateofthis inspection, q Name of Finn I • u I f I hAt f" Phone Address r t t, Englneer's signature e c Data 3 OF .41�% ,. P; •,.......... ..y0 •, R •.; S;J. 0, ' ip. e • �.... •.N.N ... N•♦ r -Mf.L TOM nd aQJj•.• Gf.2Yts ' . 6. DHHS SIGNATURE Bab ;6- r0 d.VtN`.1 Approved for 3 bedrooms. " Disapproved. Conditional approval for bedrooms, with the following stipulations: Additional Comments By: -Date The Municipality of Anchorage Department of Health and Human Services (DHHS) Issues Health Authority Approval Certificates based only upon the representations given in *paragraph 5 above by an Independent professional engineer registered In the State of Alaska.The DHHS does this as a courtesyto purchasers of homes and their lending institutions in order to satisfy certain federal and state requirements. Employees of DHHS do not conduct inspections or analyze data before a certificate is Issued. The Municipality of Anchorage Is not responsible for errors or omissions in the professional engineers work. 124M Ok .• N11 11 c WA RZ1 • Municipality of Anchorage i Department of Health and Human Services HEALTH AUTHORITY APPROVAL CHECKLIST Legal Description: L� 1a 3 l -e+ n K�arcet I.D. A. Well Data Well type li'?- ' 1' It A, B. or C, attach ADEC letter. ADEC water system number m Log present (YIN) 1`t Date completed 1473 Driller Totaldepth �>Sa5 Casedto Casing height 71� rf Sanitary seal (YM) 7 Wires properly protected (Y/M _ J, FROM WELL LOG Date of test Static water level Well flow Pump levell SEPARATION DISTANCES FROM WELLTO: „ ATINSPECTION _ . O CIA Septic/holding tank on lot _ 76 ; On adjacent lots , W Absorption field on lot ; On adjacent lots Public sewer main N/A Public sewer manholelcteanout "/A Sewer service line 110 PetroleumtankQ- 70 n G WATER SAMPLE RESULTS: Coliform Nitrate 3r2 Other bactetta' Date of sample: Tri 3 Collected by. c B. SEPTICMOLDING TANK DATA Date Installed 1473 Tank size !"A40 Compartments Cteanouts n _ _Foundation cleanout (YM) �__ Depression (YIN) ^� Alarm tested (YIN)1A High water alarm (YIN) /'t Date of pumping r-�-rf Pumper s SEPARATION DISTANCES FROM SEPTICMOLDING TANK TO: Well(s) on lot 7� On adjacent tots '7 %C` t7 Foundation to To property line /7 Absorption field water main/service line �>/O Surface water/drainage tit •� - CONTINUED ON BACK PAGE zzcze trl•:w+ Q LIFT STATION N/ Date Installed Manufacturer Size in gallons Manhole/Aocess (YRS Vent (Y/N) 'Pump on' level at ? 'Pump off" Level at ' High water alarm level Cycles tested Meets MOA electrical codes (YIN) SEPARATION DISTANCE FROM UFT STATION TO: Well on lot On adjacent lots Surfaco water D. ABSORPTION FIELD DATA Date Installed /,—t t 73 Sol rating (GPD/Ft) System type �t o orb Length a,t No to ift 1 Gravel thickness__A:L�Totaf depth 5 Total absorption area Cleanout present (Y/N) N_ ll[ impression over field (Y/t+!) 1� _ Date of adequacy test Y7 61 Z Results (pass/fail) for 3 Bedrooms Water levet In absorption field before test After test LIZA Peroxide treatment (past 12 months) (YIN) ?,,IV It yes, give date SEPARATION DISTANCE FROM ABSORPTION HELD T0: . - . f. Well on lot I U On adjacent lots / LL ,Property One 13 To build ng foundation _ ? �D To existing or abandoned system on lot _ 1\l ervr t On adjacent lots n Cutbank __ N6 tic Water rnaln/servlceline 1 /b Surface water _Ne t► Q DrIveway, parldng/VohIcIe storage area 5h Curtain drain 141t7 E. ENGINEER'S CERTIFICATION 1 eerW that thaw checked, verified, crconbrned to aAMOA and HM guidebnes h effect Sign; Engir Date ' � • �I r S Lf,II ..fil'14:iflQ l {��f\ • 0,2223 HAA Fee S _L 72?7 a 02 Waiver Fee $ Date of Payment Date of Payment Recelpt Number _ 02 S_ZO t ( FgZe Receipt Number T24Y26(193)• Baek inspection T.43Fl Uf�%IGLAtVD F-- - E. W. DIHOND BLVD. ANCHORASE, ALASKA 99502-3904 (907) 279-3916 Municipality of Anchorage Division of Environmental Department of Health and 820 I Street Anchorage, Alaska 99501 Dan Roth Health Social Services September 31 1993 RECEIVED SEP 9 I Subject: HAA for Lot 2 Block 3 Campbell Point O munlci Rh&cl Humanhorages Gentlemen; Per your request we performed a sail percolation test to deter- mine the required physical size of the soil absorption system for this site. The bottom of the two shallow trenches is 5 fent below the ground. The trenches are 40 feet long, 2 feet wide and have a rock depth of 2 feet. The total effective absorption arra, using the table on page 20 of "Manual of Septic Tank Practice", the manual which was used in 19739 computes to be 2 x 40 x 2 / .57 .. 280 sq. ft. According to Table 1 p9 8 of the reference manual the required area per bedroom for a soil with a percolation rate of 2.5 minutes per inch is 93 sq. ft. The required area for a three bedroom residence will then be 3 x 93 = 279 sq. ft. In our conversation you requested information about the water level in the trench before and after the test. There are no monitor tubes installed, and we did not install any during test- ing. The trenches were located by probing with a post hole digger. The hole at the end of one of the trenches were used to monitor the water level during the test. We added 450 gallons of water to the system, this caused a water rise of 12 inches in the excavated hole. At stated in my previous correspondence with you, the water level in this hole dropped 13.5 inches during the next 18 hours. If we assume a void ratio of 55% in the sewer rack a 12 inch rise in the water level is equivalent to 2 x co x .Z5 x 7.5 c 420 gallons. This seems to indicate that there is still 12 inches of available rock depth in these two trenches. That may not be wrong, presently only two persons occupy the residence. I hope this information is sufficient for you to issue an approv— al for this septic system - I have included an "On SWastewater tem and/or Well InspectionReport"summari2ingmy efforts ys rtsIndocumenting this system. Yours y a,6X4*4 Tobben 5purkand P.E. FMry lop"Of�pR1oF T-SPURI<1�AND P - E - M�[SFRyp.4D�lOA M. DIHOND BLVD. ANCHORAGE, ALASKA 99302-3904 AUG - 9 1993 i407) 219.3916 R /^ {j r Municipality of Anchorage August R4C6f+�C1) Division of Environmental Health Department of Health and Social Services 820 I Street Anchorage, Alaska 99501 Subject: Undocumented System Lot 2 Block 3 Campbell Point S/D Gentlemen; The owners of Lot 2 Block 3 Campbell Point S/D is in the process of refinancing the property. A Well and Septic approval is required by the lending institution. Both the well and the septic system are undocumented. According to the owner the lot was developed in 1973 with the well and septic system installed in the spring/summer of that year. The septic system consist of a 1000 gal- steel tank, verified by pumping, and two shallow trenches, each 40 feet long, 2 feet wide and with 2 feet of gravel. Both ends of the trenches were ex- posed and verified. The configuration of the system is shown an the attached sketch. The septic tank is 75 feet from the well. On July 17, 1993 I performed an adequacy test on both the well and the septic system. The static me el of water elellvel a the found at 223 feet. At a pumping rate of 5 gp ll fluctuated between 223 and 225 feet. 450 gallons of water was added to the septic system over a 2.5 hour period. No backup into the septic tank was observed. The water level in one of the trenches was monitored. It rose 12 inches. 18 hours later the water level had dropped 13.5 inches. The total absorption area for this system is calculated to be 336 sq. it. with credit being given to both bottom area and side- walls. This is clearly not adequate based on design criteria. However the system has been in operation for 20 years and can presently handle the design flow from a three bedroom house. In this case the actual performance of the system should be the criteria used to evaluate its acceptability. On May 26, 92 1 hole an Lot 2 This testhole is less thane30 feettaway from this septicoosy tem. Thtestholeno groundwater to 14 4e, 9 feet deeper than this system. sThe esoil is as depicted on the attached soillog. please approve of the continuous use of this well ours t Y r: T. S %rkiand,PE ,. and septic MunIClpality of Anchorage DEPARTMENT OF HEALTH S HUMAN SERVICES 825'1' Street, Anchorage. Alaaka 89502-0650 SOILS LOG — PERCOLATION TEST PERFORMED FOR: _c ,r,-11 P ippQT4.ta dC DATE PERF LEGAL DESCRIPTION: 4. A ! IV v_pv e �(QTownship. Range. Sedon: I L- 1 1 2 s a 6 0 7 8 8 10 11 12 13 14 15 18 17 18 10 20 LZ Yaho WL SLOPE SITE ENCOUNTERED? ENCOUNTEREDT 1 S IF YES. AT WHAT L DEPTH? 0 P E Ot;M b WNtr Aber[� /4 Monbut"? Oltt ` 30 7M V -t 40 L.1^ R•.dina D.t� Tw% TLn� & Not Iere Drop L J PERCOLATION RATE tmmuttOntn) PERO HOLE DIAMETER TEST RUN BETWEEN FT AND FT COMMENTS PERFORMCO BY: I - Y- -::11 CERTIFY THAT THIS TEST WAS PERFORMED IN ACCORDANCE WITH ALL STATE AND MUNICIPAL GUIDELINES IN EFFECT ON THIS DATE.. DATE: to q Z 72-006 tAf . Am) • r �A stpnc r.tNK i1-)= 5 N LOT 2,5LOCK 3,CAM3Z,:u- PONT Su601\11510N SCALE 1"+ lo' 25' EAST LOT LOT 3 EAST TR. 1 4918 A ........................D ;.nneth 4 Dreyer; li LS -8202 a+` lope oetoo� . 1 x 0 O .. VL x 0 z ucv«a n 0 150.00' 1 EAST `r N 6.0 ro 44.0' .. �•.... ,v c EXISTING o N HOUSE N 44.0' c Q EAST LOT LOT 3 EAST TR. 1 4918 A ........................D ;.nneth 4 Dreyer; li LS -8202 a+` lope oetoo� . 1 150.00' 0 z x 0 O .. VL x 0 z ucv«a n 0 150.00' 150.00' 0 z r,) 25' Al L W 4918 i• tnnelh L. Dreyer. - Ls -8202 �+ 1 • EAST 1 "�OOOoc 150.00' O \ O v O O N zeo 00 0' O z urcu.•cst 44 0' o EX'i T:NG 4 ry HOUSE N O 0 •`_ 44.0- O 25' EAST EAST LOT 2 LOT 3 rx- �x w O \ O r \ O O 0' O z urcu.•cst 150.00' 150.0 0 0 z