Loading...
HomeMy WebLinkAboutMOUNTAIN PARK ESTATES BLK 6 LT 9Mountain Park Estates Block 6 Lot 9&10 #017-391-02 GRE'^ER ANCHORAGE AREA BOr"'1GH cfl�� Department of Environmental Quality 3330 C Street Anchorage, Alaska 99503 O INSPECTION REPORT ON-SITE SEWAGE DISPOSAL SYSTEM NAME • 11"721EXi11 MAILING ADDRESS 5362CA,4 a d /PHONE ?7fa?f LOCATION �A/�/� Off ���'%»�/N LEGAL DESCRIPTION Ar h /&Z;l- G SEPTIC TANK: DISTANCE NUMBER OF FROM WELL G.L°�f.� MATERIAL ,r�££� COMPARTMENTS Z INSIDE LENGTH INSIDE WIDTH — LIQUID DEPTH "' I IQUID CAPACITY GALLONS. SEEPAGE PIT: y'4 ,?7 33'�.?f / NUMBER OF PITS Z. DIAMETER OR WIDTH_, LENGTH_, DEPTH i LINING MATERIAL 62krI `Zennoe IB SIZE DIAMETER —1y L DEPTH // DISTANCE FROM: WELL ' /-r'- TOTAL EFFECTIVE BUILDING FOUNDATION .7O NEAREST LOT LINE ABSORPTION AREA (WALL AREA) SQ. FT. ADDITIONAL ABSORPTION —' WELL: TYPE ZzP/,Z&O CONSTRUCTION G �AS//Ui DEPTH -DISTANCE FROM: BUILDING NEAREST NEAREST14)//��ii�� I./- SEPTIC i SEEPAGE i t FOUNDATION, LOT LINE, SEWER LINE��A, TANK/, SYSTEM CESSPOOL //??OTHER SOURCES APPROVED C 'u7�e1SAPPROVED REMARKS DISTANCES: POW DIAGRAM OF SYSTEM INSTALLED BY: ,//fZ� 40w !7z PIPE MATERIAL: LOT SLOPE:" �O LULSi REMARKS: Form No. Ea -031 DATE G.A.A. B. NAME OF APPLICANT INSTALLATION LOCATION r_�, GREATER ANCHORAGE AREA BOROUGH DEPARTMENT OF ENVIRONMENTAL QUALITY PERMIT NO. 5550 "C" STREET ANCHORAGE, ALASKA 99503 TELEPHONE 274-4561 SEWAGE DISPOSAL SYSTEM — APPLICATION AND PERMIT MAILING ADDRESS -5;01- `���I PHONE � ?-��'Z� LEGAL DESCRIPTION INSTALLATION OF: SEPTIC TANK /0(10 SEEPAGE PIT DRAIN FIELD OTHER TYPE AND SIZE OF FACILITY TO BE SERVED I y ,r FINANCED THROUGH TO BE INSTALLED BY 1JCUr J r^` SOIL TEST RESULTS 197 /I NOTE, THIS PERMIT IS NOT VALID WITHOUT SOIL TEST COMPLETION DATE ANTICIPATlD •T�-�u�� - FINAL INSPECTION: 24 HOUR NOTICE REQUIRED. BACKFILLING OF ANY SYSTEM WITHOUT FINAL INSPECTION BY THE DEPARTMENT OF ENVIRONMENTAL QUALITY AUTHORITY WILL BE SUBJECT TO PROSECUTION. I / C� i SEPTIC TANK SIZE TYPE " 'G(�G-SEEPAGE AREA SIZE MINIMUM DISTANCES, REQUIREMENTS /7 FOUNDATION TO SEPTIC TANK J , FOUNDATION TO SEEPAGE PIT Zo DRAIN FIELD ZL" SEPTIC TANK TO SEEPAGE PIT WALL � X20 SEPTIC TANK �SEEPAGE PIT DRAIN FIELD TO NEAREST LOT LINE. WELL TO SEPTIC TANK yamSEEPAGE PIT DRAIN FIELD 11 �/ ��� ALSO CONSIDER AREA WELLS. WATER MAIN TO SEPTIC TANK 1,A SEEPAGE PIT �C DRAIN FIELD 1r ' SEPTIC TANK, ,tz-o SEEPAGE PIT Ze' lI DRAIN FIELD leg TO RIVER. LAKE. STREAM. CAST IRON INTO AND OUT OF SEPTIC TANK AND INTO CRIB CROSSING GAP OF EXCAVATION 5 FEET INTO UNDISTURBED SOIL. A INCH DIAMETER CAST IRON SIPHON PIPES ON SEPTIC TANK AND SEEPAGE PIT FITTED WITH AIRTIGHT REMOVABLE CAPS. GRAVEL BACKFILL CONFORM TO BOROUGH REGULATIONS REGARDING INSTALLATION. G.A.A.B. OR LICENSED DESIGNER TYPE DIAGRAM OF SYSTEM I CERTIFY THAT 1 AM FAMILIAR WITH THE REQUIREMENTS OF GREATER ANCHORAGE AREA BOROUGH ORDINANCE NO. 28.68 AND THAT THE ABOVE DESCRIBED SYSTEM IS IN ACCORDANCE WITH SAID CODE. A DATE •`� APPLICANT'S SIGNATURE FORM NO. E0-016 i.�' GREATER ANCHORAGE AREA BOROUGH DEPARTMENT OF ENVIRONMENTAL QUALITY Case # 3330 "C" Street ANCHORAGE, ALASKA 99503 Performed For Yr. Bahne Martensen Dated Performed May 309 1973 Legal Description: Lot 10 Block 6 Subdivisionmountain Park Estates This Form Reports Soils Log x Percolation Test Soil Test Must Be Logged To 4' Below Proposed Seepage System .Depth -Feet Soil Characteristics 14- 15 — Was Ground Water Encountered? No, Si o If Yes, At What Depth? Reading Date Gross Time Net Time Depth to H2O Net Drop 2— Sm Silty Sands (250) 3 4 — Sp Poorly graded sands( 150) 5- 6— ' 7 - ,Gm Silty Sandy Gravel(225) 8- -910-12— 9 10- Sw Well graded sands &Gravel 13— (125) 14- 15 — Was Ground Water Encountered? No, Si o If Yes, At What Depth? Reading Date Gross Time Net Time Depth to H2O Net Drop rercoration nate minute Proposed Installation: Scepage Pith– Drain Field x Depth of Irl et 4-5 Feet Depth to Bottom o Pit or Trench COMMENTS: R.commend 193 square feet of surface area per bedroom for•seepar!e vit. Test Performed BY Rarold Eide, Jr._m'eolorist Date Certified BY] - Date. T N � � 3-�P-,t S/ I A � A- I %j M 1 .. S' '14e' ,c 1� GREATER ANCHORAGE AREA BOROUGH DEPARTMENT OF ENVIRONMENTAL QUALITY PERMITNO. 3330 "C" STREET ANCHORAGE, ALASKA 99503 / /_ /S r , TELEPHONE 214-4361 SEWAGE DISPOSAL SYSTEM — APPLICATION AND PERMIT F. M/4QrcA/sE.✓ 5306 col-e-�O3-d9�5 NAME OF APPLICANT MAILING ADDRESS PHONE /� v' A L S AAI OFF T>EMMou'n/ INSTALLATION LOCATION Lo T %� /� ✓ L 0 L.%� C LEGAL DESCRIPTION �� �L 771e INSTALLATION OF: i-SPii3C TANK PIT�DRAIN FIELD OTHER 6O.pM `�' C /'��' C A o/yyi,( y TYPE AND SIZE OF FACILITY TO BE SERV ED FINANCED THROUGH IIYCSY A47- TO BE INSTALLED BY �E w Ta'yl rrG SOIL TEST RESULTS 3 SO NOTE, THIS PERMIT IS NOT VALID WITHOUT SOIL TEST .f SuMMc2 /9 COMPLETION DATE ANTICIPATED /3 FINAL INSPECTION: 24 HOUR NOTICE REQUIRED. BACKFILLING OF ANY SYSTEM WITHOUT FINAL INSPECTION BY THE DEPARTMENT OF ENVIRONMENTAL QUALITY AUTHORITY WILL BE SUBJECT TO PROSECUTION. 4 DiA/c a 0 0 o GASST�J- 'TIC TANK SIZE TYPE SEEPAGE AREA SIZE MINIMUM DISTANCES. REQUIREMENTS /{PLOi.J$ 'r' / FOUNDATION TO ! TANK FOUNDATION TO SEEPAGE PIT DRAIN FIELD SEPTIC TANK TO SEEPAGE PIT WALL 140A-01101; / 91M`>ti6 TANK SEEPAGE PIT DRAIN FIELD TO NEAREST LOT LINE. STAN WELLTANK SEEPAGE PIT DRAIN FIELD ALSO CONSIDER AREA WELLS. /l!o WATER MAIN TO Itt� TANK � SEEPAGE PIT DRAIN FIELD A4 LO Kw,CMTANK. ZS/ SEEPAGE PIT DRAIN FIELD TO RIVER. LAKE. STREAM. CAST IRON INTO MM-OtlT'CP�9lPT,C TANK AM9�IN'F1�EINS CROSSING GAP OF EXCAVATIONS FEET INTO UNDISTURBED SOIL. V II 140L0/A1jy A INCH DIAMETER CAST IRON 61lfION PIPES ON Se TANK AND SEEPAGE PIT FITTED WITH AIRTIGHT REMOVABLE CAPS. 1 � GRAVEL BACKFILL CONFORM TO BOROUGH REGULATIONS REGARDING INSTALLATION. • G.A.A.B. OR • LICENSED DESIGNER TYPE DIAGRAM OF SYSTEM 1 CERTIFY THAT 1 AM FAMILIAR WITH THE REQUIREMENTS OF GREATER ANCHORAGE AREA BOROUGH ORDINANCE NO. 29.68 AND THAT THE ABOVE DESCRIBED SYSTEM IS IN ACCORDANCE WITH SAID CODE. DAT0 '4.'zz&:E APPLICANT'6 SIGNATURE/ FORM NO. EO -014 Ito r:0 1 \ GREATER ANCHORAGE AREA BOROUGH DEPARTMENT OF ENVIRONMENTAL QUALITY 3330 "C" Street ANCHORAGE, ALASKA 99503 Case N Performed For rr. Bahne Martensen- Dated Performed March 24,1973 Legal Description: Lot 10 Block 6 SubdivisionMountain Park Estates This Form Reports Soils Log X Percolation Test - Soil Test Must Be Logged To 4' Below Proposed Seepage System - Depth Feet Snil f.harartarie+ire ••VJ VI VYIIY ..Ul1 L11 \.V Y11 uui CY. If Yes, At What Depth? F Reading Date Topco11-Overburden /•- 350 1 , ..-J 11-a__ r___.._.___I irn Depth to H2O Net Drop 1 f — - 1.� ) . I rol10 (, k _ ••VJ VI VYIIY ..Ul1 L11 \.V Y11 uui CY. If Yes, At What Depth? F Reading Date Gross Time Net Time Depth to H2O Net Drop 1 f rercoiation kaze w note Proposed Installation: Scrpag,: Pit a or Drain Field X Depth of Inlett'ia. coverage Depth to Bottom OT -Pit or TrencFi--" COMMENTS: Soil below overburden almost consistently silt predominantly with some clays; a wedge betaeen 10-121 dad sam�8i1 tyke but also ir:E P 1&rly-shaned scatteredrocks. eqmmemd 350 s.f. per-bedrooma finger -connected type _ prob b sary� girter-at--ioa; pe drain field est' 2eve1: --------- e^!n� Test Performed BY Mr. H. Eide- Geologist & Date Certified BY P= 3r. L.L.—T o� mpsen-:EngTr. -L. Thhompsen,Pglate GREATER ANCHORAGE AREA BOROUGH Department of Environmental Quality 3500 Tudor Road, Anchorage, Alaska 99507 279-8686 Date Received Time of Inspection Date of Inspection /. Z %-? I �1 „�° r REQUEST FOR APPROVAL OF /?� INDIVIDUAL SEWER S WATER FACILITIES FOR 1. Aoproval Requested By: �. Address: S �l /yam 37 6_/i% Phone: J'V 2. Pronerty Owner: Phones 3. Legal Description: � •���.��..-.. � 4. Location: 5. Type of Facility to be Inspected: Number of Bedrooms: 6. Well Data: A. Type '4__ d B. Depth 0 C. Construction �/1.,)we,, D. Bacterial Analysis' fai/l��iz`tN 7. Sewage Disposal System: i A. Installed 73 B. Installer IlZal,_ehl F Y, C. Septic Tank: 1. Size/;Z,% 2. Manufacturer C.�'^✓.1�J D. Seepage Pit: 1. Size %% -112. Material P> J% E. Disposal Field: Total Length of Lines B. Distances: A. Well To: Septic Tank /OCii Absorption Area /;>�� Sewer Lines Nearest Lot Lire /G �f Other Contamination B. Foundation to Septic Tank j.:) '?, Absorption Area <61,T C. Absorption Area to Nearest Lot Line :2" • b jegle:t for Approval of Inaividual Sewer d Water Facilities `-� Page Two 9. Comments:P/%�C,'�/ Annroved �+�.. /&,J/ -Disapproved Date Approval Valid for One Year From Date Signed Greater Anchorage Area Borough, Department of Environmental Quality DIAGRAM OF SYSTU! i certiry that the information contained in this request for approval to be a true and accurate representation of the subject sewer and water facilities located at: Signed Date Municipality of Anchorage Development Services Department Building Safety Division On -Site Water and Wastewater Program 4700 South Bragaw St. P.O. Box 196650 Anchorage, AK 99519-6650 www.ci.anchorage.ak.us (907)343-7904 CERTIFICATE OF HEALTH AUTHORITY APPROVAL ' FOR A SINGLE FAMILY DWELLING Parcel I.D. 017 311 42 HAA # . [7a�0333 Expiration Date: D O ,' 1. GENERAL INFORMATION Complete legal description `RvyA,_f'SS+A.Fcj 1.. efs 9 31 D $1 ctx1 (P Location (site address or directions) V✓• Current Property owners) Mailing address Lending agency Mailing address Real Estate Agent Mailing Address Unless otherwise requested, HAA will be held by DSD for pickup. 2. NUMBER OF BEDROOMS: 3 3. TYPE OF WATER SUPPLY: Individual Well Individual Water Storage ❑ Community Class Well ❑ Public Water System ❑ Day phone 3'4 5 - 33 1 o —31 Day phone Day phone TYPE OF WASTEWATER DISPOSAL: Individual On-site [� Individual Holding tank ❑ Community On-site ❑ Public Sewer ❑ The Municipality of Anchorage Development Services Department (DSD) Issues Certificates of 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 sample results. (Certificates may be reissued for a period of up to one year with valid water samples.) Certificates are valid for one year for properties served by Class A or B wells or a public water system. The Municipality of Anchorage is not responsible for errors or omissions In the professional engineer's work. 4. STATEMENT OF INSPECTION BY ENGINEER As certified by my seal affixed hereto and as of the validation date shown below, I verify that my investigation, based on procedures outlined in the Health Authority Approval Guidelines for this application, shows that the on- site water supply and/or wastewater disposal system is(are) safe, functional and adequate for the number of bedrooms and type of structure indicated herein. I further verify that based on the information obtained from the Municipality of Anchorage 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 Eagle River Engineering sAju 68 Phone 21 bF4V Rd., Suite 201 Address €asle I; e d Engineer's Printed Name S. DSD SIGNATURE Approved for 3 bedrooms. Disapproved. Conditional approval for bedrooms, with the Date—'7 ,tsf o5 CHRISTOPHER R CQ0387 Attachments: HAA Checklist X Maintenance Agreements Septic System Advisory Well Flow Advisory _X Supplemental Engineer's Report Other By: !�(/. �o ' Original Certificate Date: (Rev. 0M) Municipality of Anchorage • '� Development Services Department A; Building Safety Division ' On -Site Water & Wastewater Program 4700 South Bragaw St. P.O. Box 196650 Anchorage, AK 99519-6650 www.ei.anchorage.ak.us (907)343-7904 HEALTH AUTHORITY APPROVAL CHECKLIST Legal Description.Mou.-t&4w,�o✓Ic tSiusfci L o1S'I I0 Blouc. </ Parcel ID: 01% 311 01- A. WELL DATA Well type _V L%, If A. B, or C provide PWSID # Date completed 1113 Sanitary seal ®'N) !.O Total depth �-�D ft. Cased to qe ft. O FROM WELL LOG Date of test uwlL • . Static water level L.6� • ft. Well production- • g.p.m. WATER SAMPLE RESULTS: Coliform O colonies/100 ml. Nitrate • 362. mg.A. Arsenic: JA mg.A. Date of sample: 1W os B. SEPTIC/HOLDING TANK DATA 'Well Log (Yg //No Wires properly protectedr,, N) Casing height (above ground) a4 n. AT INSPECTION -51 is ro5 SZ 1 ft. n. `l 9 - p.m - Other bacteria 0 colonies/100 ml. Collected by: Ck.p.eu S 1304z"ha 'Tank Type/Material s wi$ t. S+te.0 Date installed 7' 2-4:7.3 Tank size I 2S 0 gal.' Number of Compartments Cleanouts 6,N) _ Foundation cleanout (Y& 0 Depression over tank (Y© High water alarm (Y iU o Date of pumping 5 13 JOS Pumper _ES p•a V S pr,a�, ,o ti�,s S e f vi tA- Tt&C, C. ABSORPTION FIELD DATA Date installed .7 UaW Soil rating (g.p.d./ft2 o ft�/bdrm —L!0 System type Length iLIWidth Sa c uw.w+ . S ft. Gravel below pipe I. ft. r U✓ Total depth } ft. Eff. absorption area 7t.g ftZ Monitoring tube t, tS Depression over field _(� Date of adequacy test 513 o s Results as Fail) _ J For 3 bedrooms Fluid depth in absorption field before test (ol in. Water added'qSO gal. New depth63. Sin. Elapsed Time: •5_1_ min. Final fluid depth 6% in. Absorption rate >= 'f 5 O g.p.d. Any rejuvenation treatment (past 12 mo.) (Y& type) leo If yes, give date w I w D. LIFT STATION Date installed Size in gallogs.IIA_ _ _ Manhole/Access (YIN) o Wv `Pump on" level at in ump off' level at _ in. High water alarm level at Datum Cycles tested Meets alarm 8 circuit requirements? E. 9EPARATION DISTANCES SEPARATION DISTANCES FROM WELL ON LOT TO: Septic tank/lift station on lot 1040 'On adjacent lots Absorption field on lot 12-0 � On adjacent lots Public sewer main +7 S Sewer /septic service line .1-9,5 Public sewer manhole/cleanout ++ 100' . Holding tank + i S r SEPARATION DISTANCES FROM SEPTIC/HOLDING TANK ON LOT TO: Building foundation to S Property line 30' Absorption field 11 Water main Water service line + I o' ? Surface water i- t o0' Wells on adjacent lots + l06' SEPARATION DISTANCE FROM ABSORPTION FIELD ON LOT TO: Property line r4 0 Building foundation 601 Water main 4-10 Water Service line 'i 10� Surface water 4-100 1 . • Driveway, parking/vehicle storage Curtain drain +50 Wells on adjacent lots + 100' F. COMMENTS �`'Prov»-1913-e�.l1.A:glv.�tne,�ki..-. R,a.ev4- G. ENGINEER'S CERTIFICATION I certify that I have determined through field inspections and review of Municipal records that the above systems are in conformance with MOA NAA guidelines in effect on this date.' Engineer's Printed Name C.Ltyi S-a1?k" R . Wo-osL ft iYlf rde Date -71SIeS HAA Fee $ 4 . CC) Waiver Fee $ _ Date of Payment �5 � j5 Date of Payment Receipt Number :711-.)t !b Receipt Number (Rev. 12101) K 01' x 21' A 331 x -L le X 35 iv. 5��7 Y Municipality of Anchorage • Development Services Department Building Safety Division - On -Site Water and Wastewater Program 4700 Bragaw Street P.O. Box 196650 Anchorage, AK 99519-6650 www.ci.anchorage.ak.us (907)343-7904 Water Well Advisory Health Authority Approval # 050333 During a recent Health Authority Approval on-site inspection and test of the potable water supply well on Block 6, Lot 9&10 of Mountain Park Estates subdivision, the well's productivity was determined to be 0.9 gallons per minute. The minimum well productivity required by this Department (AMC 15.55) for a 3 -bedroom residence is 0.31 gallons per minute. Although the subject well currently exceeds this minimum requirement, all parties concerned are advised that the production capacity of the well may fluctuate. Restriction of non-critical water uses such as washing cars and watering lawns and gardens may be required. This advisory must be attached to all copies of the subject Health Authority Approval. Municipality of Anchorage .� Development Services Department Building Safety Division '1 On -Site Water and Wastewater Program 4700 Bragaw Street P.O. Box 196650 Anchorage, AK 99519-6650 www.ci.anchorage.ak.us (907)343-7904 Septic System Advisory Health Authority Approval # 050333 During a recent adequacy test on the septic system for Block 6, Lot 9&10 of Mountain Park Estates subdivision, 61 inches of standing water was observed in the absorption field. This indicates that approximately 90% of the absorption area is inundated. Although this system passed the adequacy test, the remaining life expectancy may be limited. This advisory must be attached to all copies of the subject Health Authority Approval. 05-31-05 02:45PM FROM -CUE SGS ENV SERVICES SCS RefA 1052909001 Client Name Eagle River Engineering Project Name/N Mountain Pk Est Lot 9&10 Bk 6 Client Sample ID Mountain Pk Eat Lot 9&10 Bk 6 Matrix Drinking Water Sample Remarks: 9075615' T-880 P.02/04 F-181 An Dates/rimes are Alaska Standard Time PrintedDate/rime 05/3112005 13:19 Collected Date/Time 051252005 15:15 Received Date/rime 0525/2005 16:26 Technical Director Stephen C. Ede Allowable Prep Analysis Puameter Results PQL Units Method CatltatnerID Limits DNe Date tnit Natere Department Nitrate -N 0.362 0.100 Microbiology Laboratory Total Coliform 0 mg/l. EPA 300.0 D (�10) 0527/05 coV100tnL SM209222D A (�)) 05/25/05 May 17 05 11:28a ( Dacmar Martensen-Kane (9071) 345-3390 p.1 ( J E E EAGLE RIVER ENGINEERIN, 10421 VFW Rd., Suite 201 Eagle River, Alaska 99577 > (907) 694-5195 Fax (907) 694-3297 05-061 /40mArtxriv Wt 1';i Oflo L -J-11 . .. .... . . ......... .. .... 4 -f-1 r'76 -4j, "Ffzom 1 o '.--.RcFo t t--- tS'- S, ATE" To� --irm 172 x^jc f/I c. .... I'Al ...._.. I...... . ... ... .... I l � i( l l I I I i t _G I( I �!� I l i � i � l t /1.0. ! >1 tA'(e 64 en;C'I . ........ . J-0 A...... jl ! 2 . . ... ..... t . ..... . .... -1 t i...._.. ...... 116 SHEET NO. OF CALCULATED BY DATE SNLy P 200!r' CHECKED BY DATE rrA' F L -J-11 . .. .... . . ......... .. .... 4 -f-1 r'76 -4j, "Ffzom 1 o '.--.RcFo t t--- tS'- S, ATE" To� --irm 172 x^jc f/I c. .... I'Al ...._.. I...... . ... ... .... I l � i( l l I I I i t _G I( I �!� I l i � i � l t /1.0. ! >1 tA'(e 64 en;C'I . ........ . J-0 A...... jl ! 2 . . ... ..... t . ..... . .... -1 t i...._.. ...... --30 O a r` rn MORTGAGE AS -BUILT SURVEY LOTS 9 & 10 BLK 6 MOUNTAIN PARK ESTATES LOT 11 LOT 2 to septk Pipaa 1 LOT 10 :I 26460 Sq Ft (R) 'M• N 89'59'00" E 1 LJ 83 05'26^ E rn'x e' SHED (MUP) 115.00' S6 23.0 , '41.6 /\- WELL Op S f 4' \ \ 009 Run (T—p) 21.4' x 21.4' F.nc. .to 4l LOT 9 25228 Sq Ft (R) N 0 co w 3 30' rc `40.00 / R=61000• 41 SCALE 1'-50' a� 1/4 51RAL 4,G (/ 92- House Dimensions H "1 (Not to Scale) S27 I S26 _10,_-------------------- 3' EAVE 1954\ I \ 0.1 TWO STORY a I LEGEND WOOD FRAME 24.1' W1 28.11 n HOUSE i1 SHED 12' Found 3 }" Bross Cap Found 5/8 Rbr 16.8' 7.8'—F-2 Found 1/2 Rbr 4• 3' EAVE 5 DECK .1' 10 X 2 8.1 4 4.3* I hereby certify that a mortgage survey of lots 9 do 10, Blk 6 Mountain Park Estates was made June 3, 2005, Based on Record Bearings and distances -from Plot P-501• - and That the permanent improvements situated thereon are within the property lines and do not overlap or encroach any adjoining parcels in question and there are no road— ways, transmission lines or other visible ease— ments on the said parcel. All except as shown herein. Under no circumstances should any data hereon be used for construction or for establishing boundary or fence lines. It is the responsible of the owner to determine the exist— ence of any easements, covenants or restrictions which do not appear on the recorded plot. This is not a boundary survey. On this 6th day of June 2005. 1111011,111" Locadon survey tools 9 i 10. BLIT 6 Mo urfah Put Exudes tiei or. Walter C. dot...■ 6 3 This Property is Located in the W 1/2, NW 1/4, SEC 26, T12N, R3W. SEWARD MERIDIAN AK. w, w., i,,, ll.i1111111111111111111 3 of 3 2005.048534-0 SCALE. 119- !i0' DATE: 6\5\05 PRO 1 of 1 Wafter Q. Johnson P.LS. P.O. Boz 230981 Anchorage, Alaska 99523 O ow SITE SURVEY FOR INGRESS/EGRESS FOR SEPTIC SYSTEM MAINTENANCE LOTS 9 & 10 BLK 6 MOUNTAIN PARK ESTATES of 0526" E' 1 1 33� 1250 Gd.••• Swoe Tar m�_ 10' � w.'! v 2La7 La ., W' I Allowable area for N ingress/Egress00 : ri .,:D*.) :D=:.1 w LOT 10 26460 Sq Ft (R) J Z N 89'59'00" E L=69.99' ! 60.00• R=640.00' 30' LOT 9 25228 Sq Ft (R) <U.64' ;4p• 00' R-61000' 30� KAL61AI D 11N CO 3 SCALE 1-_50' SEC. 26 T12N, R3W S.M LAK. Drawing based on Plat P-501, As—Built Survey and G.A.A.B. On—Site ,_•e:.:.;,•. sewage disposal system inspection report. Under no circumstances Or should any data hereon be used construction or for establishing ": boundary or fence lines. It is the responsible of the owner to deter— mine the existence of any easements, covenants or restrictions. Data ;r;•,;,0�� `.` ;; .a used to determine seepage area is a best fit from G.A.A.B. Report .;1; S : I t, PAGE 1 OF 1 WALTER C. JOHNSON P.L.S. :' r ; SCALE 1"- 50 IIII'IIIIIIII II IIIIIIIIII�I P.O. BOX 230981 JUNE 29, 20105 ANCHORAGE. ALASKA •'r''^ •''r 2 or s 99523 I l : •..... �= 2005-048534-0 "D'�' r, 1 A 2005-048534-0 ARecording Dist: 301 - Anchorage S 7/13/2005 2:11 PM Pages: 1 of 3 K A 011!I!Ilillllf IIIIIIIIIIII!II!Ilf lilll.�ll �IIIII�!Illlllillllll�!lil!II'I COVENANT TO PROVIDE ACCESS G �' The owner(s) of Mountain Park Estates Subdivision. Lot 10, Block 6, Christopher Kane and Da¢mar Martensen-Kane, grant ingress/egress rights to the owner(s) of the adjacent lot. Mountain Park Estates Subdivision. Lot 9, Block 6, Christopher Kane and Daemar Martensen-Kane, for the purpose of maintaining the septic system serving Lot 9, which is located on Lot 10. The allowable area for ingresslegress is detailed on the attached site plan dated June 29.2005. raC tA0Pit-GG P -ECO.: p, — t_, DISTGZtLi Signed on this date J Nt--( 121L } ? 00 5 In Anchorage, Alaska. Owner(s) of Lot 10: C - Christopher Kane �f�lrtl if��t 1���1r%G_�✓-�.� Dagtnar Martensen-Kane ��' p Owrer(s) of Lot 9: �1,-- Christopher Kane Da mar Martenseq-Kane Notary Public in and for the State of Alaska: My Commission Expires: Please return recorded agreement to: Christopher Kane 1120 E Huffman Rd. Ste 23 PMB 203 Anchorage, AK 99515 i(`i(•/L/�LL� OFFICIAL SEAL C 171I� 1� : lC� [14 SANDRA MILLER F d (I- ��• NOTAgYpUBLIC-ALASKA