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HomeMy WebLinkAboutHILLSIDE NORTH ADDN #9 LT 4Hillsid No th Addn #9 Lo1- 4 #041-032-07 Well Drilling Permit Number: SW Parcel Identification Number: ® DOC CO dba 190 BILL & COLE ULLIVAN WATER WELLS G P.O. Box 670269, Chugiak, AK 99567 688-2759 www.suilivanwaterwells.com Pump Installation Log OSP161197 Date of Issue 9-24-16 04103207000 Attention: The pump installer shall provide a pump installation log to the DSD within 30 days of pump installation. MUNICIPALITY OF ANCHORAGE On -Site Water & Wastewater Program poBox 196em 4700 Elmore Road Anchorage, maokaoun100000 p o^ Fax: (anr)n*o'7enr Permit Number: OSP221316 Work Type: Septic Upgrade Tax Code Number: 04103207000 Site Legal Address: HILLSIDE NORTH ADDN#QLT 4 G:2142 Site Mailing Address: S281BASHER DR, Anchorage Owner: HART CHARLES VV&SONJAL Design Engineer: GARNESSENGINEERING GROUP LTD This permit isfor the construction of: 21 Disposal Field 21 Septic Tank [] Holding Tank [] Privy Effective Date: Expiration Date: Lot Size in Sq Ft: Total Bedrooms: 8123/2022 &@3/2O23 298195 []Private Well 13 Water Storage All construction shall heinaccordance 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 (18/AC72)and Drinking Water Regulations (18/AC8O) 3. The wastewater code requires inspections during the installation. The engineer shall notify the Development Services Department per AMC 15.65.Provide notification bycalling (007)343'7904(24/7). 4. From October 15 to April 15, a subsurface soil absorption system under construction during freezing weather shall beeither: o. Opened and Closed onthe same day, or b. Covered, sealed, and heated to prevent freezing Special Provisions: ^ With the Inspection Report, submit the well paperwork to close the 201Opermit: 1.Well Log 2.Pump Install Log 3.Water sample results ^ Per the owner, the cabin shown onthe survey inashed. Received Issued By 3 MUNICIPALITY OF CHORALE Development Services Department =_= p p Phone: 907-343-7904 On -Site Water & Wastewater Section Fax: 907-343-7997 ON-SITE SEPTIC/WELL PERMIT APPLICATION Parcel I.D. 041-032-07 Property owner(s) CHARLIE HART Mailing address 9291 BASHER DRIVE *ANCHORAGE, AK Site address 9291 BASHER DRIVE *ANCHORAGE, AK Day phone 907-830-0168 Legal description (Sub'd., Block & Lot) HILLSIDE NORTH #9; LOT 4 Legal description (Township, Range & Section) Lot Size Sq. Ft. Number of Bedrooms 3 APPLICATION IS FOR: APPLICATION IS AN: TYPE OF DWELLING: (N all that apply) Absorption Field 0 Initial ❑ Single Family (SF) Q (w/wo AD U) Septic Tank Upgrade 0 (D) ❑ Holding Tank ❑ RenewalDuplex ❑ Multiple Dwellings ❑ Privy ❑ (SF and/or D) Private Well ❑ Water Storage ❑ THIS APPLICATION INCLUDES A WAIVER REQUEST FOR: Distance: 1 certify that the above information is correct. I further certify that this is in accordance with applicable Municipal Codes. (Signature of property owner or authorized agent) Permit/Rush Fees: k59 5 Waiver Fees: Date of Payment: Date of Payment: Receipt Number: O( 5 G Receipt Number: Permit No. () S p,�,2 13 % ( Waiver No. GADevelopment Services\Building Safety\On Site Water and Was tewater\Forms\Client Forms\Permit Application.doc Municipality of Anchorage On-site Water and Wastewater REVIEWED FOR CODE COMPLIANCE OSP221316, Deb Wockenfuss, 08/23/22 Municipality of Anchorage On-site Water and Wastewater REVIEWED FOR CODE COMPLIANCE OSP221316, Deb Wockenfuss, 08/23/22 Municipality of Anchorage On-site Water and Wastewater REVIEWED FOR CODE COMPLIANCE OSP221316, Deb Wockenfuss, 08/23/22 Municipality of Anchorage On-site Water and Wastewater REVIEWED FOR CODE COMPLIANCE OSP221316, Deb Wockenfuss, 08/23/22 ± s s• t w <. TV13G 3snOH X0018 31360NOO jo 8 Hui 30V801S 13AV8,, � 1----` MUNICIPALITY OF ANCHORAGE r,.J Oo•• �', On-Site Water & Wastewater Program • Sc , • :` ` ;���;\ i PO Box 196650 4700 Elmore Road `N , q l': } Anchorage,Alaska 99519-6650 Phone:(907)343-7904 Fax:(907)343-7997c,• 11. http:/hwrw.muni.org/onsite :• i Department N-Zg;oa':•aE On-Site Water & Wastewater System Permit Permit Number: OSP181402 Effective Date: 11/21/2018 Work Type: WellSeptic Renewal Expiration Date: 11/21/2019 Tax Code Number: 04103207000 Site Legal Address: HILLSIDE NORTH ADDN #9 LT 4 G:2142 Site Mailing Address: 9291 BASHER DR, Anchorage Owner: HART CHARLES ,N & SONJA L Lot Size in Sq Ft: 298195 Design Engineer: PANNONE ENGINEERING SERVICES Total Bedrooms: 1 This permit is for the construction of: • 0 Disposal Field 0 Septic Tank 0 Holding Tank 0 Privy 0 Private Well 0 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 (2417). 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: The Record Drawing submittal is to include information for the well drilled under the original permit. Received By: 4111( Date: ///2/4 e Issued By: /per. /� Date: /Vill/ted MUNICIPALITY OF ANCHORAGE Community Development Department ..j) Phone: 907-343-7904 Development Services Division Fax: 907-343-7997 On-Site Water&Wastewater Program ON-SITE SEWER/WELL PERMIT APPLICATIONef ,i) Parcel I.D. tjy (-632--67 Property owner(s) C_Yt•eS So„y' \-\-* rt Day phone Mailing address a4 FO . i vim^ (z—t. 4-1 s prn,G/, Ak figsd7 Site address ,S f ' Pi-c(6-14 r Legal description (Sub'd., Block & Lot) t—i(1S,, (� '` H 6-- I L. Legal description (Township, Range & Section) Lot Size a Q� /9'S— Sq. Ft. Number of Bedrooms 5 APPLICATION IS FOR: APPLICATION IS AN: TYPE OF DWELLING: {®all that apply) Absorption Field 11 Initial Q Single Family(SF) ❑ (w/wo ADU) Septic Tank [ Upgrade ❑ Duplex(D) ❑ Holding Tank ❑ Renewal 151 Multiple Dwellings ❑ Privy ❑ (SF and/or D) Private Well Water Storage ❑ THIS APPLICATION INCLUDES A VARIANCE /WAIVER REQUEST FOR: uoct(yta-r--- (o5vic0100 Distance: I certify that the above information is correct. I further certify that this is in accordance with applicable Municipal Codes. tV, (Signature of property owner or authorized agent) Pec✓ e Permit/Rush Fees: X1/0 r /4o Waiver Fees: Date of Payment: ////a08 Date of Payment: Receipt Number: 6s� Receipt Number: Permit No. 0SP Waiver No. Permit App_9-1-12.doc Municipality of Anchorage On-site Water and Wastewater REVIEWED FOR CODE COMPLIANCE OSP181402, Deb Wockenfuss, 11/21/18 On-Site Water & Wastewater System Permit OSP161197 O41032O7OO0 WellSeptic MUNICIPALITY OF ANCHORAGE Development Services Department On-Site Water & Wastewater Program 4700 Elmore Road, PO Box 196650 Anchorage, AK 99519-6650 Telephone: (907) 343-7904 to HILLSIDE NORTH ADDN #9 Permit Number: Tax Code Number: Work Type: Initial Permit Effective Dates: September 24, 2016 Design Engineer: Pannone Subdivision: September 24, 2017 Site Legal Address: HILLSIDE NORTH ADDN #9 LT 4 G:2142 Owner/Address: HART CHARLES W & SONJA L 2440 E TUDOR RD #195 ANCHORAGE AK 995070000 Site Mailing Address: 9291 BASHER DR, Anchorage Lot Size in Sq Ft: 298195 Total Bedrooms: 5 This permit is for the construction of: Y Disposal Field Y Septic Tank N Holding Tank N Privy Y Private Well N 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 wastewater code requires inspections during the installation. The engineer must notify the Development Services Department at least 2 hours prior to each inspection. Provide notification by calling (907) 343-7904 (24 hours). 4. From October 15 to April 15, a subsurface soil absorption system under construction during freezing weather must either: A. Open and Close on the same day. B. Covered, sealed, and heated to prevent freezing. Received Issued By: Municipality of Anchorage P.O. Box 196650 ® 4700 Elmore Road Anchorage, A aska 99519-6650 · (907) 343-7904 · Fax (907) 343-7997 http:llwww.muni.orRlOnsite Development Services Division On-Site Water and Wastewater Proqram **** VARIANCE/WAIVER REVIEW **** WaiverS: OSV16t081 COSA#: I Permit#: OSP161197 PID#: 04t-032-07 Legal Description: HILLSIDE NORTH ADDN #9 LT 4 Engineer: Pannone Engineering Services Applicant: Charles and Sonia Hart Your request for a waiver of the required 50 feet horizontal separation from the absorption field to the excessive slope has been approved. The approved separation distance is 15.0 feet. This waiver approval applies to the proposed absorption field only. Any future upgrade to the on-site wastewater disposal system will require all separation distances be met or another approval from this department. [] The affected adjacent property owner(s) have been given a 7 day notice regarding this waiver. [] Notarized letter(s) of nonobjection have been received from the owner(s) of the affected adjacent property. [] Adjacent properties are not affected by this waiver. Waiver is Granted: X Waiver is not Granted: Date: ' i~me of R~viewer~/' **** VARIANCE/WAIVER REVIEW **** MUNICIPALITY OF ANCHORAGE Community Development Department ~ Phone: 907-343-7904 Development Services Division Fax: 907-3,4~ On-Site Water& Wastewater Program ON~SITE SEWER/WELL PERMIT APPLICATION /~ / ~ ''~ Parcel I.D. 041-032-07 Day phone Proper~y owner(s) Charles & Sonja Hart Mailing address 2440 E Tudor Rd #195, Anchorage, AK 99507 Site address NSN Basher Drive Legal description (Sub'd., Block & Lot) Hillside North #9, Lot 4 Legal description (Township, Range & Section) Lot Size 298,195 .Sq. Ft. Number of Bedrooms 5 APPLICATION IS FOR: APPLICATION IS AN: TYPE OF DWELLING: ([~ all that apply) . Absorption Field [] Initial [] Single Family (SF) [] (w/wo ADU) Septic Tank [] Upgrade [] Duplex (D) [] Holding Tank [] Renewal [] Multiple Dwellings [] Privy [] (SF and/or D) Private Well [] Water Storage [] THIS APPLICATION INCLUDES A VARIANCE / WAIVER REQUEST FOR: Distance to steep slope Distance: 1 5' I certify that the above information is correct. I further certify that this is in accordance with applicable Municipal Codes. (Signature of property owner or authorized agent) PermifJRush Fees: ¢ (J~) -' Date of Payment: Receipt Number: Permit No. ~S~I~II~ Waiver Fees: Date of Payment: Receipt Number: Waiver No. Permit App_J- :. :'-.Cc .' Pannone Engineering Services LLC Steven R. Pannone, Principal Registered Professional Engineer E-mail: steve~panenAak.com Subject: Hillside North Addn. 9, Lot4 Septic System Upgrad~ Permit Request Design Narrative 8 September 2016 This is a design narrative for a permit to install a well and septic system to be issued for this property. The proposed system will serve a proposed four-bedroom (4BR) house with a one-bedroom (1BR) ADU, for a total of five bedrooms (5BR). Currently the lot is undeveloped. This lot and the surrounding lots are served by private wells. There are no wells within 100' of this system. Soils. One test hole was performed on this lot by PES in June of 2016, and groundwater was monitored for at least seven days: Ground water was not observed to a depth of 18' below the surface in the test hole monitor tube after the 7-day monitoring period. Bedrock was not encountered in the test hole. Based on the results of the percolation tests and overall soils appearance; an application rate of 0.g gallons/day/square feet was used for a conventional wastewater system in the area of the test hole. 2. Soil Absorption System Design, a. See Sheet I of the design package. 3. Surface Water: There is ne surface water within 100 feet of the proposed septic tank and drain field. The proposed drain field upgrade will maintain at least 100 feet from all surface water and drainage ditches. 4, Topography:The proposed system sits at the top of a small knoll near the proposed house. To one side the slope is approximately 45% and to the other the slope is approximately 12%. See slope waiver request. The proposed installation will not affect the future development of the surrounding or existing lots. There are no wells within 100 feet of the proposed septic location. If you have any questions or concerns, please contact me at 272-8218. Mailing: P.O. Box 100217, Anchorage, AK 99510-0217 Physical: 332 East Manor, Anchorage, AK 99501 Telephone: (907) 272-8218 FAX: (907) 272-8211 Pannone Engineering Services LLC Steven R. Pannone, Principal Registered Professional Engineer E-mail: steve(o~panengak.com July 12, 2016 Municipality of Anchorage Development Services Department On-Site Water & Wastewater Program 4700 Elmore Road P. O. Box 196650 Anchorage, Alaska 99519 Subject: Hillside North Addition 9, Lot 4 Septic System to Steep Slope Waiver Request Ladies and Gentlemen: I am writing to request a separation distance waiver between the proposed septic system and a slope of greater than 25% to fifteen feet (15'). The soils in this area are typically Hydrologic Soils Group A which contains organics underlain by gravel and sand. PES conducted a percolation test on the proposed lot and foumd a percolation rate of three point five minutes per inch (3.5 mpi). The soil composition and percolation fate confirms the soil classification of HSG A. Due to the nature of and drainage capacity of the soils found in the area (HSG A) the designed infiltration line of 45% for septic system installation on steep slopes should be used instead of the assumed/worst case soil classification infiltration line of 25%. The slopes and soil types enable installation of any conventional system without the system effluent 'daylighting' further down the slope of the hill provided bury depth requirements are met. Granting this waiver will not pose a threat to the safety of this lot or the surrounding lots. Mailing: P.O. Box 100217, Anchorage, AK 99510-0217 Physical: 332 East Manor Ave, Anchorage, AK 99501 Telephone: (907) 272-8218 FAX: (907) 272-8211 Page 2 of 2 Please contact me if you have an Sincerely, ?. ...... ,....j Steven R. Pannone, Owner/Civil Engineer ^ttachments: -Site Plan comments or concerns, Mailing: P.O. Box 100217, Anchorage, AK 99510-0217 Physical: 332 East Manor Ave, Anchorage, AK 99501 Telephone: (907) 272-8218 FAX: (907) 272-8211 ~ PANNONE ENG SVC, LLC ~.?~,~ ~°~ ~OhAL ~. ~ ~ PHONE (gO7) 272-8218 FAX (go7) 272 8211 ~.. ~'-.~ i Scoe DRM CHARLES ~ SONJA HART PLAN ANCHORAGE, AK 99507 ~.?~p~X~(~$~ Sheet Municipality of Anchorage On-site Water and Wastewater REVIEWED FOR CODE COMPLIANCE OSP181402, Deb Wockenfuss, 11/21/18 DESIGN PARAMETERS PRIMARY SEPTIC SYSTEM NO BEDROOM: 5 (ThO gpd) TAN'4 SIZE: /5009 PERC RATE: 5.b MPl SOIL RATING: 0 8 GPD/SF AREA ROD: 9375 SF SYS TYPE: DEEP TRENCH 80'E0 MIN LENGTH: 586 LF USE: 6OLFx2 5'WxS.O' ED, /2.0' TD TOTAL AREA: 960 SF ABBREVIATIONS TH TEST HOLE EA EACH FCO FOUNDATION CLEAN OUT T# TANK CLEAN OUT NO C# CLEAN OUT NO M# MONITOR TUBE NO RIGID INSULATION DCO DOUBLE CLEAN OUT DV DIVERTER VALVE FS FLOW SPLITTER (E) EXISTING (P) PROPOSED TYP TYPICAL LEGEND WATER LINE/ WELL RADIUS -- 88 -- NEW SEPTIC NOTES: FOR CONSTRUCTION DRAWN BY: DRM DESIGN DETAILS PANNONE ENG SVC, LLC P.O. BOX 100217 ANCHORAGE, ~K 99510 PHONE (907) 272-8218 FAX (907) 272-8211 HILLSIDE NORTH fig, Lot ~ CHARLES & SONJA HART DASHER DRIVE ANCHORAGE, AX 99507 $teven R P CE 8149 9/12/2016 Scale 1"-10' PID NO ~ERkIIT OSP161197 Sheet 3OF 5 S E~IAL PROVISIONS TO SPE~IFIsa, TIONS 1. ALL CONSTRUCTIOXl SHALL BE INSTALLED AS SPECIFIED IN THE MOST CURRENT EDITION OF THE MUNICIPALITY OF ANCHORAGE STANDARD SPECIFICATIONS (MASS) FOR COMPONENT PARTS AND MATERIALS USED IN CONSTRUCTION OF ON SITE WASTEWATBR DISPOSAL SYSTEMS AND AND IN ACCORDANCE WITH AMC 156b AND lob5 2. SCOPE OF WORK: INSTALL NEW SOIL ABSORPTION SYSTEM AND SLPTIC TANK INSTALL WELL 3. GROUNDWATER WAS NOT ENCOUNTERED TO A DEPTH OF 18 FEET BELOW EXISTING GRADE AS EVIDENCED BY THE SOIL TEST HOLE IF AN APPARENT WATER TABLE IS OBSERVED IN ANY OF THE EXCAVATIONS LESS THAN 18 FEE1 BELOW EXISTING GRADE NOTIFY THE ENGINEER IMMEDIATELY THE CONTRACTOR (BOTH WELL AND SEPTIC SYSTEbl CONTRACTORS) HAD THE WELL LOCATION AND SEPTIC LOCATION STAKED AND ANY LOT LINE AND WELL RADIUS SHOWN ON THE PLAN WITHIN 50 PEET OF THE PROPOSED SYSTEM STAKED BY A REGISTERED LAND SURVEYOR BEFORE STARTING THE WORK THF CONTRACfOR IS RESPONSIBLE FOR ALL R.OW AND OTHER REQDIRED PERMITS OTHER THAN THE A/TACHED. THE CONTRACTOR SHALL CALl FOR LOCATING OF ALL BURIED UTILITIES 7. THE CONTRACTOR SHALL PROVIDE 2& HOUR NOTICE TO THE ENGINEER PRIOR TO START OF WORK ALL SURVEYING AND LOCATES WERE iN PLACE PRIOR TO NOTIFYING THE ENGINEER 8. THE CONIRACTOR SHALL NOTIFY THE ENGINEER OF ANY DISCREPANCY BETWEEN THE APPROVED DRAWINGS AND S!TE CONDITIONS/LIMITATIONS POTENTIALLY CAUSING THE NEED TO blODIFY THE DESIGN AT THB COMPLETION OF THE WORK, THE CONTRAC/OR SHALL SUBMIT RED-LINE AS-BUILT DRAWINGS TO THE ENGINEER THE RED-LINES SHALL hNCLUDE PIPE LENGTHS, ORIG,N,~L GROUND ~LE~ATIONb, PIPE ELEVATIONS, AND TANK ELEVATIONS /0 IRE CONTRACTOR SHALL PROV!DE PHOTOGRAPHS OF /HE SYSTEM INSTALLATION TO INCLDDE BOTTOM OF EXCAVATION, TOP OF PIPE WITH CLEAN OUIS AND MONITOR TUBES INSTALLED, INSTALLEB TANK AND FINAL GRADING 11. THE CONTRACTOR SHALL PROVIDE DATA ,{UPON WHICH THE RECORD DRAWING WILL BE BASED) THAT REPRESENTS THE PROJECT AS CONSTRUCTED THIS DAA IN CONJUNCTION WITH THE PERIODIC FIELD OBSERVATIONS BY THE ENGINEER (OR HIS DESIDNEE) AS REQUIRED BY AMC 15 65 DOES NOT GUARANTEE THAT THERE ARE NO HIDDEN DEFECTS BY THE CONTRAC/OR 12 THE CONTRACTOR SHALL SIGN THE FOLLOWING: I CER/IFY THAT ALL WORK WAS PERFORMED IN ACCORDANCE WITH THE APPEND PERMIT, AND ANY AND ALL CHANGE ORDERS, AND THAT /HE AS-BUILT REDLINES ARE TRUE AND ACCURATE REPRESENTATION OF THE PROJECT AS CONSTRUCTED CONTRACTOR BY: TITLE: DATE: NOTES: FOR CONSTRUCTION DRAvVN BY: DRM DESIGN DE/AILS PANNONE ENG SVC, LLC P.O. BOX 100217 ANCHORAGE, ~K 99510 PHONE (907) 272-8218 FAX (907) 272-8211 HILLSIDE NORTH ~9, Lot 4 CHARLES & SONJA HART BASHER DRIVE ANCHORAGE, AK 99507 S[even R Ponn~' CE 8149 Bate 9//2/2016 NTS PlO NO PERMIT NO OSP/61/97 Sheet 5OF5 %EST HOLE 1 OR GM/ SILTY GRAVEL/ SM SILTY SAND BOH DATE PERFORMED: 06/20/2016 SLOPE SOILS LOG - PERCOLATION TEST X TH WAS GROUNDWATER ENCOUNTERED? N IFYES, AT WHAT DEPTH? ...... DEPTH TO WATER AFTER MONITORING? -DRY- DATE: 07/11/2016 ~ BR HOUSE © ,,/ SLOPE l/ TH X J I WATER READING DATE CLOCK TIME NET TIME LEVEL NET DROP I READING ~ 6/20/2016 9:00 I --- 6.67 ___ 2 9:10 10 MIN 9.54 2.87 3 9:10 _. 6.67 ._ 4 I 9:20 10 MIN 9.52 2.85 -- 5 9:20 --. 6.67 --: 6 I 9:30 ~ 10 MIN 9.51 I 2.84 SOIL TEST RESULTS/ANALYSIS · PERCOLATION RATE 3.5 (rain/inch) · PERC HOLE DIAMETER 6" · TEST RUN BETWEEN 4 FT AND 5 FT. · TEST RUN FOR OVER AN HOUR, LAST THREE READINGS PROVIDED, COMMENTS: Test hole excavated by WHITTERS EXCAVATING. Test Hole was presoaked before Perc test. PERFORMED BY: DAN MORAN. I CERTIFY THAT THIS TEST WAS PERFORMED IN ACCORDANCE WITH ALL STATF AND MUNICIPAL GUIDI_INES IN EFFECT ON THE DATE OF THIS TEST, NOTES: FOR CONSTRUCTION DRAWN BY: OPM SOILS LOG PANNONE ENG SVC, LLC P.0. BOX 102954 ANCHORAGE, AK 99510 PHONE (907) 272-8218 FAX (907) 272-8211 HILLSIDE NORTH #9, Lot 4 CHARLES & SONJA HART BASHER DRIVE ANCHORAGE AK 99507 N TS PI D NO 40F5 PLOT PLAN AS BUILT -2�- SCALE 1" = 100' GRID SW 2142 _ Project No. 16-188/131 11500 Daryl Avenue, Anchorage, Alaska 99515-3049 Lang & Associates, inc. (907) 522-6476 Phone (907) 522-4625 Fox Professional Land SurveyorS ken0longsurvey.com .OF A ......... jonothan0langsurvey.com I hereby certify that I have surveyed the following described property: LOT 4, HILLSIDE NORTH SUBDIVISION, ADDITION No. 9 (Plot No. 2001-176) 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 no Improvements on the property lying adjacent thereto encroach on the surveyed premises and that there are no roadways, transmission lines or other visible easements on said property except as indicated hereon. Dated this the Day of v = of Anchorage, Alaska 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 plot. HOUSE DETAIL SCALE: 1' = 20' 11.4-1 24.2. 1 STORY V, *1� HOUSE FLOOR EL. 890.0 ?4,2' 35.6, b 9 49TH ................ KENNETH G. LA ca LS -5202..** W,�� Sl 0 NA- AECC963 rn 15' T&E EASEMENT - n N C1 n S 89*35'32W 658.21 J LOT 5 N 86-54'18"E 362.72' GRAVEL DRIVEWAY 129.1 76.81 SEE "HOUSE DETAIL" ca ci C LOT 4 6.846 Acres �o WELL 25' WIDE STREAM PROTECTION SETBACK ON EACH SIDE OF THE THREAD OF THE UNNAMED CREEK (PER AMC 21.45.21 Q) - - - ___z 'X 1z LOT 1 N Cq LOT 3 JI) TRACT D -2B