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Home My WebLink AboutROSEBERRY RIDGE ESTATES #1 LT 2Onsite File Roseberry Ridge Estates #1 Lot 2 PID# 050-315-70 Per recorded plat, alternate field must be CAT II or III and structure is limited to 4-bedroom. Municipality of Anchorage On -Site Water and Wastewater Section • (907) 343-7904 Page 1 of 3 ON-SITE WASTEWATER INSPECTION REPORT Permit Number: OSP211475 PID Number: 050-315-70 Dwelling: ❑■ Single Family (SF) ❑ with ADU ❑ Duplex (D) ❑ Two Single Family Project: ❑■ New ❑ Upgrade Name Michael Quinn Construction ABSORPTION FIELD A Deep Trench El Wide Trench F1 Bed ❑Mound Site Address 19270 Mount Magnificent Cir ❑ Other Phone Number of Bedrooms Soil Rating Total depth from original grade 4 1.2 GPD/SF 12.5 Ft. LEGAL DESCRIPTION Depth to pipe invert from original grade 7.55 Ft. Gravel depth beneath pipe 5.0 Ft. Subdivision Block Lot Roseberry Ridge Estates #1 2 Fill added above original grade (-2,5) Ft. Gravel length 50.0 Ft. Township Range Section Gravel width 3.0 Ft. Beds: Number of Lines - Distance between lines - Ft. SEPARATION DISTANCES To Septic Absorption Lift Station Holding Sewer Total absorption area Number of trenches Dist. between trenches From Tank Field Tank Line 5500 Ft2 1 - Ft. Well >100' >100' N/A N/A >25 TANK 9 Septic ❑ S.T.E.P. ❑ Holding ❑ Other Manufacturer Anchorage Tank Capacity 1500 Gal. Surface Water >100' >1 00' N/A N/A Material Polyurethane Number of compartments 2 Lot Line >5' >10' N/A N/A NA Foundation >10' >10' N/A N/A FanufactureF��.. CapacityRemarksGal. Alarm location Electrica ' led by Installer PIPE MATERIAL House to tank D3034 Tankto D3034 Northern Excavation Drainfield D3034 CO/MTD3034 Inspector L. Tidwell BENCH MARK (Assumed elevation) 100 ft Inspection 15t 3/30/22 4/4/22 Location and description dates: 2"d 3`d 4/4/22 4`h Top of foundation flashing @ NE corner ON-SITE WATER AND WASTEWATER SECTION APPROVAL Engineer's Stamp OF'9c9�1�� Conditional Approval: Date TH .-.r .. ..... Septic System Benjaml ,5chiller ¢� �F� CE 12592 . �`��r/ Approved / Date �7 �z ' �� i�lF'QFD ,3/28/23 .,F��.® it`\ PROFESSION44 Note: this approval does not include well permit requirements. M T . M A G N I F I C E N T C I R C L E Benjamin Schiller CE 12592R E GISTEREDPROFE S S I O N A LENGINEER1"=50' 50' LONG x 2.5' WIDE, 5' EFFECTIVE DEPTH ABSORPTION TRENCH CO - CLEANOUT 2CO - DOUBLE CLEANOUT FCO - FOUNDATION CLEANOUT FS - FLOW SPLITTER VALVE MH - MANHOLE MT - MONITORING TUBE SV - SEPTIC VENT TH - TEST HOLE LEGEND TH#2 PERMIT # OSP211475 PID # 050-315-70 ROSEBERRY RIDGE ESTATES #1, LOT 2 4-BDRM HOME 1000 990 980 970 960 950 940 930 920 910 5' SNOW STORAGE EASEMENT 15' T&E EASEMENT 1500-GAL SEPTIC TANK FCO CO3 MT1 NEW WELL PLAN AS-BUILT A B FCO 6.0 SV1 - MH - A B C C 20.3 46.8 43.3 2CO 27.0 CO1 23.4 MT1 21.9 51.4 - - CO2 -75.2 - 45.0 44.7 45.3 28.9 29.2 76.6 3/27/23 MT2 -75.4 CO3 37.8 76.2 41.5 - MH SV 2CO CO1 CO2 MT2 100500 FEET FCO2 29.9 FCO3 -1.8 47.6 FCO2 FCO3 0.7' FROM WALL BENCHMARK TOP OF FLASHING ON FOUNDATION PROFILE AS-BUILT (NO SCALE) 94.5 88.6 95.1 99.1 99.1 FINISH GRADE 50' DRAINFIELD ROCKMT1 TH#2NO GROUNDWATER 10/12/15 89.1 94.1 CO1CO282.1 89.1 94.1 101.6 ORIGINAL GRADE MT294.3 Benjamin Schiller CE 12592 R E GISTEREDPROFE S S I O N A LENGINEERPERMIT # OSP211475 PID # 050-315-70 ROSEBERRY RIDGE ESTATES #1, LOT 2 3/27/23FCOMHSV2CO1500 GAL SEPTIC TANK Pump Installation Log, Well Drilling Permit Nunnber oop211475 Date CfIssue: 11/29/2021 Parcel Identification Number: 05031570000 Legal Description: Roseberry Ridge Est #1 L2 Property Owner Name Address: Quinn Construction Lot: 2 PO BX 772641 Block: Eagle River AK 99577 Pump |nsta|laion Date: 7/6/2022 Pump Intake Depth Below Top of Well Casing.- 373 Feet Pump Manufacturer's Name Franklin Pump Model: 10SO0P-1.5HP-3RC Pump Size: 1.5 HP PdleaaAdapter Burial Depth: 13 Feet PitleasAdapter Manufacturer's Name harverd Pitless Adapter Installer: u/k Well Disinfected Upon Completion? Yea Method ofDisinfection: Chlorine Comments: Pumpinsta|le/Namo: Arctic Pump & Well, Inc. %umvqy,January /7,2023 Certified Drilling Log OWNER OF LAND: Michael Quinn Construction ADDRESS: LEGAL DESCRIPTION Roseberry Ridge Estates #1 Lot 2 DATE: 4-8-22 PERMIT NUMBER: OSP211475 DATE OF ISSUE: 11-29- 21 TAX IDENTIFICATION NUMBER 05031570000 Is well located at approved permit location: Yes No Method of Drilling: air rotary cable tool Depth of Well: 380’ Casing Type: Steel Wall thickness .250 inches Diameter: 6 inches, depth 48 feet Liner type Static Water Level: 41 feet Recovery Rate 2 gpm gph Method of Testing Air Well Intake Opening Type: open end open hole Screened Start feet Stopped Perforations Start feet Stopped Grout Type: Bentonite Volume: 50 lbs Depth: from 2 feet, to 42 feet Well Disinfected Upon Completion: yes no Method of Disinfection: Chlorine 50 PPM Comments: Bore Hole Data Depth From To 0 2 Casing Stickup 2 18 Silty Sand & Gravel 18 43 Hardpan & Cobbles 43 47 Broken Bedrock 47 68 Bedrock Gray 68 71 Fractured Bedrock 71 121 Bedrock Gray 121 162 Bedrock Quartz 162 287 Bedrock Gray 287 321 Bedrock w/ Quartz 321 360 Bedrock Gray 360 375 Bedrock Fractured 375 380 Bedrock Gray Drillers Name: Cole Sullivan ATTENTION: It is the responsibility of the property owner to submit a copy of the well log to the proper authority. Municipality of Anchorage: Department of Health & Human Services and/or Department of Environmental Conservation. MatSu Borough: Department of Environmental Conservation. MUNICIPALITY OF ANCHORAGE On -Site Water & Wastewater Program PO Box 196650 4700 Elmore Road Anchorage, Alaska 99519-6650 Phone: (907) 343-7904 Fax: (907) 343-7997 http://www.muni.org/onsite n-Site_Water_&_Wastewater..-System -Permit_ Permit Number: OSP211475 Work Type: WellSeptic Initial Tax Code Number: 05031570000 Site Legal Address: ROSEBERRY RIDGE ESTATES #1 LT 2 G:0155 Site Mailing Address: Owner: MICHAEL QUINN CONSTRUCTION INC Design Engineer: FORGE ENGINEERING This permit is for the construction of: Effective Date: Expiration Date: Lot Size in Sq Ft: Total Bedrooms: INC n t S e v Department 11/29/2021 11/29/2022 103891 Q Disposal Field 0 Septic Tank Holding Tank Privy Q 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 weathershallbeeither: a. Opened and Closed on the same day, or b. Covered, sealed, and heated to prevent freezing Received By: Issued By: Date: Date: Z I- 11/29/2021 4 G�U�I UC�PA�Ty OF Z H C H0FRA G ,_ Community Development Department Phone: 907-343-7904 Development Services Division Fax: 907-343-7997 On -Site Water & Wastewater Program- - -- ON-SITE SEWER/WELL PERMIT APPLICATI.ON_ Parcel I.D. 050-315-70 Property owner(s) Michael Quinn Construction Day phone Mailing address PO Box 772641, Eagle River, AK 99577 Site address NHN Mount Magnificent Cir Legal description (Sub'd., Block & Lot) Roseberry Ridge Estates #1, Lot 2 Legal description (Township, Range & Section) Lot Size 103,891 Sq. Ft. Number of Bedrooms 4 APPLICATION IS FOR: (® all that apply) APPLICATION IS AN: TYPE OF DWELLING: Absorption Fieldx❑ Initial FxI Single Family (SF)x❑ Septic Tank ❑x Upgrade ❑ (w/wo ADU) Holding Tank El Renewal ❑ Duplex (D) E] Privy ❑ Multiple Dwellings El (SF and/or D) Private Well xQ Water Storage ❑ THIS APPLICATION INCLUDES A VARIANCE / WAIVER REQUEST FOR: Distance: I certify that the above information is correct. I further certify that this is in accordance with applicable Municipal Codes. 4 (Signature of property owner or authorized agent) Permit/Rush Fees: Waiver Fees: Date of Payment: /_ �/ , I Date of Payment: Receipt Number: O C( 6 Receipt Number: Permit No. OS (P2I I � 7 -', Waiver No. Permit App_'- : ,-.,:c; November 24, 2021 MOA Development Services, On-Site Water & Wastewater Program 4700 Elmore Rd Anchorage, AK 99507 11/24/21 Subject: Roseberry Ridge Estates #1 L2- NHN Mount Magnificent Septic system design Dear On-Site Services Engineer: The owner of the intends to build a new 4-bed room home on the property. We are submitting this permit application for the for the installation of a new septic system. The attached site plan identifies the location of the home, proposed septic system location, as well as the proposed well location. No conflicts exist between this proposed system and any other well or septic system , whether on this lot or adjacent lots. The ground surface on the lot slopes toward the southern portion of the lot. The subdivision was platted in 2016, and at that time a waiver was granted allowing the absorption trenche s to be within 25’ of slopes greater than 25%. The proposed absorption trench and alternate site are located to work in union with the waiver and match the platted septic location. Elevations are identified on the site plan showing the grade and direction of flow. Stormwater drainage will not impact this septic system. The new absorption trench will be constructed parallel to the slope as much as possible. The new system will be a minimum of 100’ from surface water, and more than 5’ away from the septic tank. The alternate site is located more than 10’ away. Please refer to the attached test hole logs, plan and profile pages for the septic design and proposed well location. If this design is followed, there will be no adverse impacts to adjacent properties. Sincerely, Benjamin Schiller, PE Municipality of Anchorage On-site Water and Wastewater REVIEWED FOR CODE COMPLIANCE OSP211475, Deb Wockenfuss, 11/29/21 Benjamin Schiller CE 12592R EGISTEREDPROFES S I O N ALENGINEER 1"=50' 50' LONG x 2.5' WIDE, 5' EFFECTIVE DEPTH ABSORPTION TRENCH CO - CLEANOUT 2CO - DOUBLE CLEANOUT FCO - FOUNDATION CLEANOUT FS - FLOW SPLITTER VALVE MH - MANHOLE MT - MONITORING TUBE SV - SEPTIC VENT TH - TEST HOLE LEGEND TH#2 ROSEBERRY RIDGE ESTATES #1, LOT 2 FEET 0 50 100 NOTE: NO SURFACE WATER WITHIN 100' OF THE PROPOSED SEPTIC SYSTEM ALL WELLS ON SURROUNDING LOTS WITH IMPACTS TO THIS PROPERTY ARE SHOWN. NO CONFLICTS WITH WELLS OR SEPTIC SYSTEMS. 4-BDRM HOME 11/24/21 1000 990 980 970 960 950 940 930 920 910 900 890 SLOPE EASEMENT 5' SNOW STORAGE EASEMENT 15' T&E EASEMENT 1500-GAL STEP TANK ALTERNATE SITE: 20' LONG x 2.5' WIDE, 5' EFFECTIVE DEPTH ABSORPTION TRENCH FCO MT MT PROPOSED WELL ≥10' ≥10' Municipality of Anchorage On-site Water and Wastewater REVIEWED FOR CODE COMPLIANCE OSP211475, Deb Wockenfuss, 11/29/21 TYPICAL TRENCH SECTION (NO SCALE) NOTES: 1. GRADE AREA OVER TRENCH TO DRAIN AWAY 2. PROVIDE 3' OF COVER OVER TRENCHES AND 4' OVER SEPTIC TANK, OR 2' WITH 2" OF INSULATION 3. CHECK GROUNDWATER AT TIME OF CONSTRUCTION. IF LEVEL IS HIGHER THAN PREVIOUSLY OBSERVED, CALL ENGINEER IMMEDIATELY Benjamin Schiller CE 12592R EGISTEREDPROFE S S I O N ALENGINEER112 " PERFORATED PVC W/ 30 3 16" HOLES EVENLY SPACED (HOLES DOWN) DRAINFIELD ROCK 2.5' 6" 6" 7'6" 5' DESIGN FACTORS:SYSTEM REQUIREMENTS: 600 GPD PEAK FLOW PERK RATE: 3.5 MIN/IN APPLICATION RATE: 1.2 GPD/SF 2.5' WIDE DEEP TRENCH SYSTEM 1500 GAL STEP TANK BOTTOM OF TRENCH: 13' BELOW GRADE FLOW LINE ELEVATION: 8' BELOW GRADE TOP OF TRENCH: 0.5' ABOVE GRADE 600 GPD / 1.2 GPD/SF / 5' EFF. DEPTH/ 2 SIDES = 50 LF TRENCH REQUIRED (50 LF SPECIFIED) 11/24/21 GEOTEXTILE FABRIC ROSEBERRY RIDGE ESTATES #1, LOT 2 Municipality of Anchorage On-site Water and Wastewater REVIEWED FOR CODE COMPLIANCE OSP211475, Deb Wockenfuss, 11/29/21 GARNESS ENGINEERING GROUP, Ltd CIVIL & ENVIRONMENTAL ENGINEERS -FORAGE AK9507' plgWtW7', 337 A 179' F. (W7) 33632b' NBSITE w ymWl,wlyWT SOIL LOG - PERCOLATION TEST _,'GAL DESCRIPTION: ROSEBERRY RIDGE ESTATES S/D #1: TRACT C - PROPOSED LOT 2 '-RFORMED FOR: ERIC BRAENDEL DATE: 5/19/2015 -,'PTH "E0 ORGANICS ITEST HOLE #2 1 3 4 5 6 7 8 9 10 it 12 13 14 5 16 17 18 Sm SOIL CLASSIFICATIONS 5/19/2015 DRY 5/26/2015 DRY 10/12/2015 6" 2 4:02 10 3-1/8" ML 3 4:02 6" CL 4 412 10 3" 3" 5 4:12 6" 6 45 10 3" CH 7 4:22 - 6" " 8 4:32 SC 3" 3" GM DEPTH TO GROUNDWATER DATE DRY 5/19/2015 DRY 5/26/2015 DRY 10/12/2015 6" DATE READING CLOCK TIME NET TIME (MINUTES) WATER LEVEL READING NET DROP (INCHES) 5/19/2015 1 3:52 - 6" 2 4:02 10 3-1/8" 2-7/8" 3 4:02 6" " 4 412 10 3" 3" 5 4:12 6" 6 4:22 10 3" 3" 7 4:22 - 6" " 8 4:32 10 3" 3" 9 4:32 6" - 10 4:42 10 3-1/8" 2-7/8" 11 4:42 6" - 12 4:52 10 3-1/8" 2-7/8" PERCOLATION RATE 3.5 (MIN./INCH) PERC. HOLE DIA. 6 (INCHES) 19 TEST RUN BETWEEN 6 FT. AND 7 FT. B.O.H. 20 A FOUR HOUR PRESOAK WAS PERFORMED: YES 0 NO ❑ SDILS LOGGED BY: JODY MAUS PERCOLATION TEST PERFORMED BY: ERIK WIDGER COMMENTS: PERCOLATION READINGS ARE WITHIN 1/16 OF INCH. PERFORMED BY GEG, Ltd. I, JEFFREY A. GARNESS, CERTIFY THAT THIS WAS PERFOR ED INCCORDANCE WITH ALL STATE AND MUNICIPAL GUIDELINES IN EFFECT ON THIS DATE: MUNICIPALITY OF ANCHORAGE Development Services Department r Phone: 907-343-7904 On -Site Water & Wastewater Section Fax.- 907-343-7997 Parcel I.D. 050-315-70 Certificate of On -Site Systems Approval Expiration Date: 1�J ZO Z 3 Legal description ROSEBERRY RIDGE ESTATES #1 LT 2 Site address 19270 Mount Magnificent Cir Current property owner(s) Michael Quinn Construction X The On-site system(s) is/are approved for 4 bedrooms Conditional approval for Comments or advisories: M bedrooms, with the following stipulations: Original Certificate Date: 4/14/2023 This Certificate of On -Site Systems Approval (COSA) is intended to demonstrate the subject system(s) is/are in substantial compliance with municipal code. The Municipality of Anchorage, Development Services Department (DSD) issues COSAs based upon representations provided by an independent professional engineer. The Municipality of Anchorage is not responsible for errors or omissions in the professional engineer's work. ATTACHMENTS: COSA Checklist X Well Flow Advisory Absorption Field Advisory Nitrate Advisory Tank Age Advisory Arsenic Advisory Other COSA Approval June 2022 °I l r- ii I �w .._t �n l.� � , w 1 FROM Development Services Department On -Site Water & Wastewater Section Phone: 907-343-7904 Fax: 907-343-7997 Certificate of On -Site Systems Approval Applicatiop, 1. GENERAL INFORMATION Parcel I.D. 050-315-70 Complete legal description Roseberry Ridge Estates #1 Lot 2 Location (site address) 19270 Mount Magnificent Circle Current property owners) Michael Quinn Construction Day phone (907) 694-4955 2. ON-SITE SYSTEMS SIZED FOR 4 BEDROOMS 3. TYPE OF WATER SUPPLY: 0 Private Well ❑ Private Well serving 2 dwelling units ❑ Private Well serving 3+ dwelling units ❑ Community Well or Public ❑ Water Storage 4. TYPE OF WASTEWATER DISPOSAL: 0 Private Septic ❑ Private Septic serving 2 dwelling units ❑ Holding Tank ❑ Community Septic or Public Sewer 5. SEPTIC TANK: ❑ Steel 0 Plastic ❑ Concrete ❑ Fiberglass Age <1 yr - See advisory if steel older than 20 years 6. ABSORPTION FIELD: ❑ AWWTS ❑ Bed 0 Deep Trench ❑ Wide Trench ❑ Seepage Pit Waiver request for: Expedited review requested: Q Distance: By applying for this entitlement, this property is subject to inspection by municipal On-site staff to verify the accuracy of the information provided. COSA Fee $ 2 ® Waiver Fee $ Date of Payment 3 � �, / � -' 3 COSA #_ 0-5 C-2 3(C)3-�t Date of Payment Waiver # COSA Application—June 2022 Roseberry Ridge Estates #1 Lot 2 050-315-70 2 4/8/22 380 48 1.89 24 4/8/22 Forge Engineering 41 3/15/23 N/A N/A New Installation 4/4/22 10.0 5.0 N/A N/A N/A New Installation > Benjamin Schiller, P.E.3/29/23 (907) 522-7773 0 10 25 50 100 1111-0111111111111 SCALE: 1 "=60' 4�T fix NOTE: DUE TO SNOW & ICE COVER, SOME SURFACE LEVEL FEATURES ARE APPROXIMATE. Lot 7 Lot 6 HOUSE DETAIL PLOT PLAN ___ AS BUILT _X_ SCALE _ 1___60-_ GRID _ NW 0155Project No. 21_251Bs __ 11500 Daryl Avenue, Anchorage, Alaska 99515-3049 Lang & Associates, inc. (907) 522-6476 Phone Qgq�q� (907) 522-4625 Fax�Q -:5' o F a L °n Professional Land Surveyors kenOlangsurvey.com jonathanOlangsurvey.com�pnnnn 1 hereby certify that I have surveyed the following described property: Q1 ADDITION No. 1 (PLAT No. 49TH LOT 2, ROSEBERRY RIDGE ESTATES -2016-51)0 P' ... .... . • .. . .......... V Anchorage Recording District, Alaska, and that the Improvements situated thereon are within the property lines and do not encroach onto the property adjacent thereto, that thereto the - .- ...e..L no Improvements on the property lying adjacent encroach on surveyed :"KENN H G. IV premises and that there are no roadways, transmission lines or other visible easements on said property except as indicated hereon. Vp IN '. o� V J� '•. �j �jea �p F Fa -._S-5202. �J�4 Dated this the �' Day of _ 1 bs c l�_____—_, _T__=_, at Anchorage, Alaska __�� %% 4aR�O FESSIONAL U� °�4O4q�� It is the responsibility of the owner to determine the existence of any easements, covenants, or restrictions which do not appear on the recorded subdivision plat. AECC963 2023-008644-0 Recording District 301 Anchorage cc 04112/2023 03:18 PM Page 1 of 2 I II Ilil IIII I I II III III I II I II Iil l llll III II I �II IIII IIIII�II) II MATANUSKA ELECTRIC ASSOCIATION, INC. LETTER OF NON -OBJECTION Date: April 12, 2023 Michael Quinn Construction, Inc. P.O. Box 772641 Eagle River, AK 99577 Re: Letter of Non -Objection for the existing septic system located within the Utility easement on Lot 2, Roseberry Ridge Estates, Addition No. 1, Plat No. 2016-51, Township 14 North, Range 1 West, Section 7, S.M., Anchorage Recording District Dear Michael Quinn Construction, Inc., MEA has no objection to the existing pipe of the septic system improvements five (5) feet, more or less, into the Utility Easement on Lot 2 of Roseberry Ridge Estates, Addition No. 1, Plat No. 2016-51, Township 14 North, Range 1 West, Section 7, S.M., as shown on the drawing dated March 30, 2023, on page 2, subject to the following conditions: 1. The improvement will in no way restrict or limit the current or future ability of MEA to fully enjoy the benefits of the easement for any and all utility purposes that it presently enjoys under the easement. 2. MEA will be held harmless by the landowner from liability for any and all damages or injury to any person or property that may result from the existing and future use of the easement by MEA, its contractors, or assigns. 3. MEA will be held harmless by the landowner for any and all liability arising out of or relating to any use of the easement by others under a Letter of Non -Objection. 4. The landowner will be liable for any damages caused to MEA facilities by the improvement in the easement. 5. The landowner will be responsible for any special construction costs incurred by MEA due to the improvement in the easement. 6. The landowner will assure compliance with all applicable safety codes relating to the improvement in the easement. 7. Use of this letter by the landowner, their successors or assigns will constitute acceptance of these conditions. 8. Alteration of these conditions shall invalidate this letter. 9. This letter is not effective unless it is recorded in the Anchorage Recording District before ownership of the referenced property is changed from the above-named landowner. Sincerely, Sarah Brandt, Acting Land Manager STATE OF ALASKA) SS - THIS IS TO CERTIFY that on this -12- day of APRIL , 2023, before me, the undersigned, a Notary Public in and for the State of Alaska, duly commissioned and sworn as such, personally appeared Sarah Brandt, Acting Land Manager, Known to me and to me known to be the individual(s) named in and who executed the foregoing instrument and acknowledged to me that he/she/they signed and sealed the same as a voluntary act and deed for the uses and purposes therein mentioned. IN WITNESS WHEREOF, 1 have hereunto set my hand and official seal the day and year first above written oxraa E" STATE OFNA4KA J MaryPUYq Notary ubl in and o AlasF kap My commission expires 3/ 1 f z_7 MATANUSKA ELECTRIC ASSOCIATION, INC. • P.O. Box 2929 • Palmer, Alaska 99645 • t 907.745.9300 • f 907.761.9368 • w .mea.coop 0 10 25 50 100 SCrLLE t"-60' NOTE: DUE TO SNOW h ICE COVER, SOME SURFACE LEVEL FEATURES PRE APPROXIMATE Lot 7 Lot 6 HOUSE DETAIL Scale: 1'=30' � y40Ry r,/ WACAO� ;13.rr SMT �ORY PLOT PUN AS BUILT % SCALE 1 = Be GRID --NN—CU-55 Proled Na. 21_257/89 11500 Daryl Avenue, Anchorage. Alaska 99515-3049 Lang & Associates, Inc. (907) 522-"25 Feene Professional Land Surveyors k..01 .... urvey.com 7ona.bgn0langsuney.n0m I he OT certify iha. I haw surveyed }ha ADDITION tlescdhed properly: LOT 2, ROS.rdin, RIDGE AW.k , — %& hh No. 1 (PUT Nn. ..t d tQ Andherage Ree.rly ..strict; Alaska, and Mat of ithe p ,rly ed.ner ihereen ah ..effhfn the property Qthe antl do not ..a ash eth Me pnpeMy ed)nnent lhereM, that e Inie.. n ffu an the a eperly Iyld*u,s. oceM there.. If... h an tha surveyed pnmiaea and Mot than he roadeays tranamannon Iinss Or other visible eaumeMs nn said propary except os indlcded haroon. Owed Mia the '.sow Day of Mba�t't , ZIL' d Ancherega, Alaska It fe Me reeponelbRity of the owner h defermine the TO ... of any eaeemada, ..venni., or raeMdlona which do not apps., on the rerorded e.bdIVIslon plat. AECC963 Return to: MEA, PO Box 2929, Palmer, AK 99645 CT ID# 1699240 MEAEASE#E# 'ZOV50256 MATANUSKA ELECTRIC ASSOCIATION, INC. • P.O. Box 2929 • Palmer, Alaska 99645 • t907.745.9300 • 1907.761.9368 • www.mea.coop O DocuSign Envelope ID8593CFAE-DO04--40?B-,9986-19(,'BB6BC7480 Michael Quinn Construction P.O. Box 772641 Eagle River, AK 99577 To whom it may concern, Subject to your agreement to indemnify the company as set forth below, GCI Communication Corp has no objection to the septic system trench encroachment into existing 15" Telecommunication & Electric easement on the Northeast end of the lot located within Section 7, T14N, R1 in Seward Meridian ROSEBERRY RIDGE ESTATES #1 LT 2, also known as 19270 Mount Magnificent Cir, city grid ERNW0155, GCI WO:# 23-0002-08. This letter of non -objection in no way precludes GCI Communication Corp from full use and enjoyment of any rights it may have within any portion of the utility easement and or the right-of-way, inclu6inq unlimite6 access for servicing its facilities. Also, any additional and extraordinary costs incurred during any future required construction, repair, or reconstruction of GCl's facilities to accommodate any or all the encroachments shall be paid by the property owner. By signing below, you agree to indemnify and hold GCI Communication Corp 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 rt:tUrllilly this 116,attCF W Me at tht address below. Sincerely, Siqnature4 q1 5/13 648A3W'016E7E40A, Da ALEX SLAVENS GC 1 ) 03P Design Data Management D Engin n9 907-868-1049 By this docu i objection to 2, Roseberry District, per t NON -OBJECTION TO EASEMENT ENCROACHMENT DOCUMENT nent Matanuska Telecom Association, Inc. (MTA) declares that it has no he exis ing septic system encroaching into the 15' T&E easement of Lot ?idge Estates filed as Plat Number 2016-51 in the Anchorage Recording �e attached as -built dated 3/30/23. Please be advised tl' any of its rig is to tl' if needed, upgra telecommunication: required tot e encr property owner of rE additional encroach to obtain utility loca will be liable fpr any Issued for Ma�anus A MTA through the issuance of this document does not forfeit use of the area cited. In the exercise of these rights MTA will, e, maintain, repair, and/or replace buried or aerial facilities within the easement. Any repairs that may be achment as a result of utility construction will be borne by the :ord. This document does not authorize the placement of any lents within the easement area. Property owners are required Ds before doing any kind of work in the utility easements and amages caused by their construction work in the easements. Telecom Association, Inc. this 11th day of April 2023 by Jessica Burnett, Real Estate & Properties Supervisor Matanuska Telecom, Association, Inc.