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HomeMy WebLinkAboutROSEBERRY RIDGE ESTATES #1 LT 1 Onsite File Roseberry Ridge Estates # 1 Lot 1 #050 - 315 - 69 Per recorded plat , alternate field must be CAT II or III and structure is limited to 4 - bedroom . Municipality of Anchorage Community Development Department Page 1 of 2 On-Site Water and Wastewater Program 4700 Elmore St. • P.O. Box 196650 Anchorage, AK 99519-6650 • http://www.muni.org/onsite•(907)343-7904 ON-SITE WASTEWATER INSPECTION REPORT Permit Number: OSP181276 PID Number: 050-315-69 p New ❑ Upgrade Name: BRAENDEL ELEANOR K 1997 TRUST ABSORPTION FIELD Address ✓❑ Deep Trench ❑ Shallow Trench [' Bed ❑ Mound 19250 MOUNT MAGNIFICjNT CIRCLE ❑ Other Phone Number of Bedrooms Soil Rating Total depth from original grade 4 1.2 GPD/SF 11.0 Ft. LEGAL DESCRIPTION Depth to pipe invert from original grade Gravel depth beneath pipe Subdivision Block Lot 6.0 Ft. 5.0 Ft. ROSEBERRY RIDGE EST#1 1 Fill added above original grade Gravel length Township Range Section 0.0 Ft. 2@25 Ft. Gravel width Beds:Number of Lines Distance between lines SEPARATION DISTANCES 2.5Ft. N/A N/A Ft. To Septic Absorption Lift Station Holding Sewer Total absorption area Number of trenches Dist.between trenches From Tank Field Tank Line 500 Ft2 2 10.9 Ft. Well 111.0 138.7 N/A N/A 104.1 TANK El Septic 0 S.T.E.P. ❑Holding 0 Other Manufacturer Capacity Surface Water 100+ 100+ N/A N/A ANCHORAGE TANK 1250Ga1. Material Number of compartments Lot Line 31.0 20.3 N/A N/A STEEL 2 NA LIFT STATION Foundation 11.5 38.7 N/A N/A Manufacturer Capacity Curtain Drain 50+ 50+ N/A N/A Gal. Pump on level at Pump off level at High water alarm at Remarks TOTAL DEPTH RETURNED TO 11.0' TOTAL DEPTH W/ Mei 1.1 a Tt t/a. S I L.•.-PQGV1GIJS`r in. in. ° in. Pump make and model Electrical Inspections performed by TZ P.M Os./I:ff.). 090vi-PAGr-" TO '=-.11slTti 6C-CY- sRPi 4 czvs— PIPE MATERIAL House to tank 3034 Tank to 3034 Installer drainfield BYLER CONTRATING Drainfield 3034 CO/MT 3034 Inspector Pannone Engineering Services BENCH MARK (Assumed elevation) 973.0ft inspectetion 151 10/1/18 2"' Location and description 10/2/18 3d 10/2/18 4th 12/14/18 BOTTOM TRIM AT HOUSE POINT A COMMUNITY DEVELOPMENT DEPARTMENT APPROVAL Engineer's Stamp .,�1�1ti1 —..` o�aC�tl Conditional Approval: Date •.'Q0 �, t •.Steven f. IIannorae kf �� CE 8149 ti., tv...,If Approved _ w� 04Date 2 5 Iq �l i p SV „er- Inspection Report_1-1-12.doc PRIMARY DESIGN PARAMETERS I .... N N ��-' \ r NO. BEDROOM: 4(600 gpd) I .\ N \ s. TANK SIZE: 1250g PERC RATE: 3.8 MPI .� ..--. SOIL RATING: 1.2 GPD/SF N AREA ROD: 500 SF N SYS.TYPE: DEEP TRENCH 5.0'ED I N �\'S 219C MIN LENGTH: SOLE 1 USED: WELL E - \ �\. �0.3 �/F/CCS (2EA) 25LFx2.5'Wx5.0' E.D.,11.0'TO ( � as �� - 4 TOTAL AREA: 500 SF I INSTALLED DRAIN FIELD 968>/ M4 �' M -� ,yl z .. 2EA 25.OLFx2.5 Wx5.0 ED,11.OTD �C W W/ CO'S & MT'S AT ENDS 1 972 RESERVE DESIGN (NIC) I I �-% F , � ' / N N N M / . . INSTALLED 1250. SEPTIC TANK • S\ TRENCH 7�j' M1/T W FC BEFORE,& DCO AFTER W FS NO. BEDROOM: 4(600 gpd) N N / TANK SIZE: 15008 ADVANTEX (CAT III) I . \�C 1 1�� , N ` ,-- _\ N. PERC RATE: 3.8 MPI N. . . N. T. H 1 -I T1 976 \ \ r SOIL RATING: 6.0 GPO/SF . 5/ ' F I 11)!6 N AREA ROD: 100.0 SF I \ 969 1H-cnaeFs I / \ REDUCTION FACTOR: 0.88 y�. N N \ L. A( .1 \ ADJUSTED ABSORPTION AREA: 88.0SF \!`I . N \\ \ 1 DO ...3-,c• SYS. TYPE:WIDE TRENCH 1.0'ED ` ` 950 I R ° '\ \ N MIN LENGTH: 17.5 LF - ` RESERV AREA NI I / N N ., BASED ON CAT IIIN. USE: _ .20.OLfx5.O'Wx1.O'E.D.,7.O'T.D. \ I 1 4 BOR L 20.OLFx5.0'Wx1.0' E.D., 7.0'TO N N N N \ \ \ } SFO / W ,sea `� TOTAL AREA: 100.0 SF I . . 9Q� . \ \ \ 1 1 / i / _ ` \ \ \ \ \ \ \ ` / - / \ A B \ \ 94a\ \ \\ \ I�I / \ ` \ 940 \ 1 FC 1.5 34.2 I - � \ X956 � � \ \ \ \ \\ l ,N//,<, <\ - 1- - - - . T 1 12.5 40.0 _ �9sz \\ \ \ \\ \ \ \ \\N \ \ / . T2 20.7 46.7 _ ' - � \ \9ze 1 \\ \ \ \\ \ \ \\\\\\ \ • \ � / \ 2 r ' DCO 23.2 49.0 I- _ - _ .924 \ \ \ \ \ \ \ \ N \ \ \ / y Cl 40.2 49.8 \\ \ \ \ \ \ \\ \ \ \\ \ \\N x \\ \\ •1 M1 40.7 50.9 1 ` _ 920 \\ \ \\ \ \ \\ \ \ \\ N \\ \I'V "y\ \!y C2 46.2 68.0 .I \ ` \ \ \ 1 \ \ \ N \�\\ \ \\ ` /`\ \ \W` ` � M2 45.0 66.6 1 '\5 \ \ \ \ \ \ \N \ N N N N\ N / \ N \\ \\\\ C3 53.6 60.0 � \ \ \ 1 1 \ \ I \N N N \\\ \\ \ •\ N \\ \ \\ �� � . N • M3 54.1 61.0 \ \ 92 \ I 1 I N\ •\ \ \ /N\ .\ N . \ . C4 57.6 75.3 I\ aoe \1 I I I 1 I \N_ � �\� \✓ \ \ � . \ . \ • � . \ - M4 56.6 74.0 w z m 0D > D 5 '- z B <0 0 0 5 0 o aZ 0Z z Z w0 zz o Z �W W W jw W O U L,U U 0 0u - FIT • FA:.1 - - - O.C.F.C. - -- 0.C.F.G. 0.0.F.G. 972.0 TRENCH 1:970.0 DRAIN ROCK 6"ABOVE PIPE INV 970.0 - -_ TRENCH 2:969.0 ___ TEST HO 1 4'0 DRAIN PIPE 1 OR/ 2 GM/ ^_-__r- `L•- 3 SILT 4 cm / 1250 g SEPTIC CONNECTED 5 967.4 TANK To MIDDLE 6 MI OF 80TH 5.0'DRAIN ROCK TRENCHES 8 PROFILE 967.2 TRENCH 1: 964 Q TRENCH 1: 964 0 TRENCH 2: 963.0 TRENCH 2: 963.0 9 SCALE:NTS 10 DRY: 11 5/26/15 12 13 1a 15 10/12/15 17 BOH OATS PERFORMED:5/19/2015 NOTES: PANNONE ENG SVC LLC Dote RECORD DRAWING P.O. BOX 102954 ANCHORAGE, AK 99510 '� •••.• 1/31/19 PHONE (907) 272-8218 FAX (907) 272-8211 ��Q''� 4 Scole •.. \•.• T••• P.I.D. NO - ROSEBERRY RIDGE ESTATES #1 L1 _ : 0-315-69 BRAENDEL ELEANOR K 1997 TRUST e - •I�anncf6 PERMIT NO. DRAWN ACP v,;•. CE 8149 ., OSP181276 19250 MOUNT MAGNIFICENT CIR. Q. EAGLE RIVER, AK J." Sheet 2OF2 Development Services Depap mens' • s Building Safety Division �r��.. .,e� _ 4 On-Site VVCI Or 4 Wastewater Program 4700 Elmore Road 2 ' a P.O. Box 196650 Anchorage,AK 99507 s� ET v C Mark Begich tvtww,muni,orq/onsite Mayor (907)343-7904 Well Log OSP18/27 Permit Number: #SW Date of Issue: Parcel Identification Number: 050- 3 15 6 9 Date Started:/07/7 Date Completed:/4%/91/r Is well located at approved permit location?J,Yes 0 No Legal Description:/?G,S-e/3t Wy/?/D6G Property Owner Name&Address: /�'py�GE/2 ` �ye2/y, C r//YG / 7Gs /3GX P7?7-5 /ix 97bP7- Borehole Data: Depth(ft) Method of Drilling Xi air rotary El cable tool (� I Soil Type,Thickness&Water Strata From I ' �i Casing type:/�'S3/3 S'TE-� -/91-///7 (.11Z //� G Wall Thickness:, y inches _r/4//2 �// ���.� 3 2,19 Diameter: /P inches Depth: fa. feet C.� Liner Type: e /; GGX 2, wa Diameter: inches Depth: feet Casing stickup above ground: ,.3 feet Static water level(from ground level): feet Pumping level: feet after hours pumping gpm 7 a G Recovery Rate: gpm 7EjT Method of Testing: '' '///21/0f./9 Well Intake Opening Type: ❑ Open End a0pen Hole ❑ Screened Start feet Stopped feet II] Perforations Start feet Stopped feet Grout Type:1 -7O/Y/Te- Volume:J/91/6S Depth: Start feet Stopped feet ---- - - - _ Pump:Pump: Intake Depth feet Pump size hp Brand Name Well Disinfected Upon Completion?,�Yes❑No Method of Disinfection: ff/�i,e//►lc 'e 7 Comments: Well Driller: Z.; /-1//9Te/e G/�/�C-L'' Water Sample Results: 5�0 it/� E��74/, Arsenic: IVY ug/i / 1///4 /7t 991pZ� Nitrates: -7.7S mg/L Total Coliform Bacteria: f1(¢` colonies/100mL / Other Bacteria: ��� col/100mL t 6 / 7/ 1//r Attention: The well driller shall provide a well log to DSD within 30 days of completion. • • • Pump [1nstEDilard©n L© j Weil likPl „eyJ 1llerm t.Number:SW 4'Xf2(17.. Bate alma: :?a7001 Identification Nunes rr: Imal ilaeuiption ----.-..=- =;1 Pope °mere Name&Adolrase: _., �! GSe/ e/ ,e;////__-GC e=?--5:7 .7-e---:-5:.�.�... � it L_..E. -i2_.. �'lvk..re, c" i7:7-.4,'n._';ill li> / I X •7 _ . a ...r.;I;lj• 72 b.-6' (1/T, mr96/Y%a/<<`'/Y% 4/A,5./L G� g/< 9 ,r% . p Installation Mote: /2/ //e li trap Iateke Depth Below Trop off Weil Coaktg:3 feet - I i; i I PIMP gEnufactUrcesNam! "---/"? , 1,--zt-es izv• ".. .7 e7.-c>ze1�: tli iermap Mode]; .5- -"-:::/ /fes%- .3/'r/2 3 2 , tipamp s 2 hp ji II ill 11altrt�K. a�aall �pth: feet t�'> */yZe.::f $ 4/2/1717-774-, "VV7 Mega AdEptex mite ! foetweree aha; e: ���1/SGL E/.J y �i�/� ./ 7-7e7/ .7/fLt/EL/f' ids Adapter I tater: I I: Wel Disinfested.Upon c�€�pnaL�su:aY(�Yea 0Nan 1l ,, Method©:t gsla ea taa�: (-7,,://,C2/,2\//lit= 1,��'�e-7. S f l' ,i Cprarztemts: e i • '.! Per.fiep Itfst&1er Neale: ��/'C�.,-1,„l/ 6:--- .._7„,--1.,-, .., z4-...._.-.7,-, /0�%2.€ %.L• G'.. 5 F” ‘.f fv--9S%i c;•-• '97<f 7G,23 , Ateeitattom The pump installer shall provide a pump installation log to the DSD within 30 days of pump installation. """"', MUNICIPALITY OF ANCHORAGE �vN ,lel l'71(. On-Site Water&Wastewater Program ,) ` PO Box 196650 4700 Elmore Road v . 11161' 411 Anchorage,Alaska 99519-6650 Phone:(907)343-7904 Fax:(907)343-7997 �y \-44' 1-1, A- i httpa/www.muni.orglonsite 4 I)c pai liii lit 9NCHURPG� On-Site Water & Wastewater System Permit Permit Number: OSP181276 Effective Date: 8/29/2018 Work Type: WellSeptic Initial Expiration Date: 8/29/2019 Tax Code Number: 05031569000 Site Legal Address: ROSEBERRY RIDGE ESTATES#1 LT 1 G:0155 Site Mailing Address: 19250 MOUNT MAGNIFICENT CIR, Eagle River Owner: BRAENDEL ELEANOR K 1997 TRUST Lot Size in Sq Ft: 101473 Design Engineer: PANNONE ENGINEERING SERVICES Total Bedrooms: 4 This permit is for the construction of: 0 Disposal Field 0 Septic Tank ❑ Holding Tank ❑ Privy El Private Well ❑ Water Storage All construction shall 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 wastewater code requires inspections during the installation. The engineer shall notify the Development Services Department per AMC 15.65. Provide notification by calling (907) 343-7904 (24/7). 4. From October 15 to April 15, a subsurface soil absorption system under construction during freezing weather shall be either: a. Opened and Closed on the same day, or b. Covered, sealed, and heated to prevent freezing Special Provisions: A plat note for this subdivision requires that, if the reserve drainfield location changes from what is shown on the approved plat, an amended plat will need to be filed with the state recorder's office detailing the changes. This will need to be addressed prior to final approval of the inspection report. Received By: t ► ' �Ia XXJ{ Date: r 2, v Issued By: ♦ • Date: S .2? /i PPL WS MUNICIPALITY OF ANCHORAGE Community Development Department Phone: 907-343-7904 Development Services Division Fax: 907-343-7997 On-Site Water& Wastewater Program ON-SITE SEWER/WELL PERMIT APPLICATION Parcel I.D. 050-315-69 Property owner(s) Byler Contracting Day phone 907-357-3073 Mailing address 617 Knik-Goose Bay Wasilla, AK 99654 Site address NHN Mt. Magnificent Cirle Legal description(Sub'd., Block& Lot) Roseberry Ridge Estates #1 L1 Legal description(Township, Range & Section) Lot Size 101,473 Sq. Ft. Number of Bedrooms 4 APPLICATION IS FOR: APPLICATION IS AN: TYPE OF DWELLING: (®all that apply) Absorption Field ❑x Initial Single Family(SF) ❑X (w/wo ADU) Septic Tank ❑x Upgrade ❑ Holding Tank ❑ Renewal Duplex (D) ❑ ❑ Multiple Dwellings ❑ Privy ❑ (SF and/or D) Private Well Water Storage ❑ THIS APPLICATION INCLUDES A VARIANCE I WAIVER REQUEST FOR: Dis tance: I certify that the above informatio. ' correct. I further certify that this is in accordance with applic_'le Municipa odes. ', h.*,- 11 44 ,I (Signa d .roperty owner or -- •- 'ed agent) Permit/Rush Fees: ei 1 Waiver Fees: Date of Payment: Date of Payment: Receipt Number: 411 r6 Receipt Number: Vs Permit No. / PId 11�p Waiver No. c� Permit App_J :....:c. Municipality of Anchorage On-site Water and Wastewater REVIEWED FOR CODE COMPLIANCE OSP181276, Rebecca Carroll, 08/29/18 Municipality of Anchorage On-site Water and Wastewater REVIEWED FOR CODE COMPLIANCE OSP181276, Rebecca Carroll, 08/29/18 fPumiS '‘Agr KASH grr Municipality of Anchorage On-Site Water and Wastewater Program (907)343-7904 . Certificate of On-Site Systems Approval Parcel I.D. 050-315-69-000 Expiration Date: 1. GENERAL INFORMATION Complete legal description Roseberry Ridge Est #1 L1 Location(site address) 19250 Mount Magnificent Cir Current Property owner(s) Braendel Bypass Trust Day phone Mailing address Real Estate Agent Day phone 2. TYPE OF DWELLING: 0 Single Family(w/wo ADU) ❑ Duplex ❑ Multiple Dwellings(Single Family and/or Duplex) 3. NUMBER OF BEDROOMS: 4 4. TYPE OF WATER SUPPLY: TYPE OF WASTEWATER DISPOSAL: Individual Well 0 Individual El Individual Water Storage ❑ Holding Tank ❑ Community Class Well ❑ Community ❑ Public Water System ❑ Public Sewer ❑ Waiver/Variance request for: Distance: Received by: Date: COSA to be released to the engineer,unless otherwise requested by the engineer. COSA Fee $ 1020 Waiver Fee $ Date of Payment a 11-111g Date of Payment Receipt Number 1100-11t? Receipt Number COSA# Dori 4 IO3f 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. In conducting an adequacy test,I attempt to provide a thorough,conscientious engineering analysis of the system in accordance with MoA COSA guidelines and regulations.The reported results describe the performance of the system under the conditions encountered at the time of the test, and separation distances measured to readily identifiable features. The operational life of all wells and septic systems depend on the local soil condition,ground water 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 this system. All systems eventually fail and satisfactory test results do not guarantee future performance of the system,nor do they guarantee that there are no hidden defects or encroachments.Therefore we cannot provide any warranty for future performance, nor can we estimate remaining life of the system. The content of this report is for the sole benefit of the owner listed above. Name of Firm Pannone Engineering Services LLC Phone (907) 745-8200 Address P.O. Box 1807 Palmer, AK 99645 Engineer's Printed Name Steven R Pannone, P.E. Date /90/3( 6. DS SIGNATURE.7 .. = `' •* 0 System #1 Approved for 7 bedrooms 1.•.1.S1;Vf;n.i2. •annone• or CE-8149 System#2 Approved for bedrooms �}`�1 .,•.ice DisapprovedOFESSI .6- + Conditional approval for bedrooms, with the following stipulations: �\J\� v, t yr.y (.. �.....--3ON-SITE; WATER AND t " WASTEWATER o PROGRAM ,�; 20 �_ By: � Original Certificate Date: Z S-1 The Municipality of Anchorage Development Services Division (DSD) issues Certificates of On-Site Systems Approval (COSA)based only upon the representations given in paragraph 5 by an independent professional civil engineer registered in the State of Alaska. The Municipality of Anchorage is not responsible for errors or omissions in the professional engineer's work. 7. ATTACHMENTS: COSA Checklist X Nitrate Advisory Septic System Advisory Arsenic Advisory Well Flow Advisory Other COSA b'se sheet...! • c If more than 1 septic system is on the lot: COSA Checklist# I of 1 Structure served by this system 7 Certificate of On-Site Systems Approval Checklist Legal Description: Roseberry Ridge Est #1 L1 Parcel ID:050-315-69-000 A. WELL DATA Well type Private If A, B,or C provide PWSID# Well Log(YIN) Y Date completed 10/8/18 Sanitary seal (YIN) Y Wires properly protected(Y/N) Y Total depth 400 ft. Cased to 50 ft. Casing height(above ground) 3 in. FROM WELL LOG AT INSPECTION Date of test 10/8/18 Static water level 41T- ft. ft. Well production 1- g.p.m. g.p.m. WATER SAMPLE RESULTS: Coliform Neg colonies/100 mL Nitrate 0.278 mg/L Arsenic ND ug/L Date of sample: 1/17/19 Collected by: PES B. SEPTIC/HOLDING TANK DATA Tank Type/Material Septic/Steel Date installed 10/1/18 Tank size 1250 gal. Number of Compartments 2 Cleanouts(YIN) Y Foundation cleanout(Y/N) Y Depression over tank(Y/N) N High water alarm(Y/N) N/A Date of pumping N/A (new) Pumper C. ABSORPTION FIELD DATA 10/2/18 Soil ratingz z 1.2gpd/sf DeepTrench Date installed (g.p.d./ft or ft2/bdrm) System type Length 2@25 ft. Width 2.5 ft. Gravel below pipe 5.0 ft. Total depth 11•0 ft. Eff. absorption area 500 ft2 Monitoring tube Y Depression over field N Date of adequacy test N/A Results(Pass/Fail) For bedrooms Fluid depth in absorption field before test in. Water added gal. New depth in. Elapsed Time: min. Final fluid depth in. Absorption rate >= g.p.d. None Known rejuvenation treatment(past 12 mo.)(Y/N&type) If yes,give date D. LIFT STATION Date installed N/A 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 1001+ On adjacent lots 100 + Absorption field on lot 1001+ On adjacent lots 1001+ Public sewer main 75'+ Public sewer manhole/cleanout 1001+ Sewer/septic service fine 25'+ Holding tank 100 + Animal containment areas 501+ Manure/animal excrete storage areas 1001+ SEPTIC/HOLDING TANK ON LOT TO: Building foundation 101+ Property line 101+ Absorption field 101+ Water main 25'+ Water service line 251+ Surface water 1001+ Wells on adjacent lots 100 + ABSORPTION FIELD ON LOT TO: Property line 101+ Building foundation 101+ Water main 10'+ Water Service line 25'+ Surface water 1001+ Driveway,parking/vehicle storage 101+ Curtain drain 501+ Wells on adjacent lots 100 + F. COMMENTS G. ENGINEER'S CERTIFICATION „�' QF 1 I certify that I have determined through field inspections and �.r.,<P ` • � �, 9f� review of Municipal records that the above systems are in re*: "T1-1 /\ •.*tf, conformance with MOA COSA guidelines in effect on this date. Engineer's Printed Name Steven R Pannone, P.E. 9 ,•••S ever;k.'Pannone: �( CE-8149 ,J Date l�� �ti i.-4)' i �1 N`P OFESSI1 : COSA canary sheet_2-6.15.doc 1 5' SNOW STORAGE EASEMENT (DTM) -...N.,......./ 15'T&E EASEMENT(DTM) '�, .,0 N © h r\, O S T S° u' 7" , G R 0 \ J L'6, SSS', 6' co \ -, N. .67, 6.7„ , T O J PAVED DRIVEWAY , \ �/� ENCROACHMENT N SEE SEPTIC 0 DETAIL ----,_ 0 H p •N O 0 ` pSEP -� 4 H (n CO bb Q Q O DECK ', ` (A C'') U `'6',, �7QO, `,\ , LU U') Z 148.3'± '� I ` DRIVE �`� '. LU O E _� N (� N S.0' 3 CANTRBEI \ N M \ \ Q O UPPER ► ,, ?O-� /10X13.5'® ,\ \ O• � \ E O U DECK ,•/, WELL COZ I-1-1 allr w S9 • MT CCC L '';' 2• \ MT�O m a• Q NEW 2 STORY FRAME Lu HOUSE W/GARAGE 07 O z SEPTIC DETAIL (..) O MT (NOT TO SCALE) z CO < N (12 rnc9 MT O N m LOT 1 CO O 5� ST c/) a)°' o N 0 0) O ST -.I O N N CO m _� • K �o c. oc SLOPE EASEMENT RECORDED -\ h HOUSE 7/9/2009,PAGES 1-3. ,- 2009-045967-0 ti"' ^^ (11 II 87.00' LOT 2 Y NilipIf 0 Oi 0 :u J m ORTH H O J O O M N- 0 40 60' LOT 5 BLOCK 8 S 89°44'26" E (R) 30.00' (R) Bi, °47'44" E (M) 29.71' (M) /1/ 041/V LOT 4 LOT 7 Op HIGHLAND TERRACE S�eO/ SSL/POCK 8 PLAT NO. P-536 LEGEND N ANOTES; Oo MEA 1. SEE PLAT NOTES IF APPLICABLE 2. UPDATED 1/28/2019:ADDED SEPTIC PIPES, -0- POWER POLE MTA ( awrALI DECKSAND UPPER CANT.'O10E 230 E Paulson Ave. Suite 67, a,Ak 99654 FOUND 5/8" REBAR Phone (907)376-9535 O W/YPC 4094 I HEREBY CERTIFY THAT I HAVE SURVEYED THE FOLLOWING ., .��d.� rF'8t •'f�' I k FOUND 3 1/4" DESCRIBED PROPERTY: LOT 1 •si a'f �Oif 4 t , W: j; Gt ROSEBERRY RIDGE ESTATES ADD.#1 PLAT NO.2016-51 =-a,A „**`' F"+:44'•"SiALUM. MONUMENT ANCHORAGE RECORDING DISTRICT,AND THERE ARE NO '=,%,a 4.t tl o+ �. FOUND 2 1/2" ENCROACHMENTS VISIBLE AT THE TIME OF THIS SURVEY, �: P yi �,(� . EXCEPT AS INDICATED. 0 -0 in 7� i , ` 10 ® 5/8"ALON DATED THIS 28TH DAY OF JANUARY 2019 AT WASILLA, 00 : ,{ 5/8" REBAR ALASKA.IT IS THE RESPONSIBILITY OF THE OWNERS OR t i` BUILDERS TO DETERMINE THE EXISTENCES OF ANY EASEMENTS, / . " b ..- F COVENANTS OR RESTRICTIONS WHICH DO NOT APPEAR 9S• . 'U11,•',/1'•1L i`i.''/,/'- 'LE`' •b 0.' O FOUND 1 1/2"ALCAP ON THE RECORDED SUBDIVISION PLAT.UNDER NO L.°, [•: -6325 ,"--4As. ON 5/8" REBAR CIRCUMSTANCES SHOULD ANY DATA HEREON BE USED FOR i• cJ, ,, +Nim' CONSTRUCTION OR ESTABLISHING BOUNDARY OR FENCE LINES. s4 Fa,"o '�,�;411, (R) RECORD DATA FROM THIS IS NOTA LOT CORNER SURVEY. g c� , w°y `fes 0 �r w�,�, `.�� PLAT MEASURED DATA ,:-Al".....,,,,,,,.- • PLAT NO. 2016-51 JOB NO. 18-451 FIELD BOOK/PG(S). 297/7 (M) MEASURED DATA SCALE 60 Ft/In PLOT PLAN ASBUILT X DRAWN GL CKD. WW