Loading...
HomeMy WebLinkAboutT15N R1W SEC 19 LT 19T15N R1W Sec 19 Lot 19 #051-241-06 Municipality of Anchorage On -Site 1,,Alater and'Alasteviiater Program - (907) 343-7904 Page I of 3 ON-SITE WASTEVAIATER INSPEECTION REPORT OSPI81355 051-241-06 lPermit Number: PID Number: Lj 011lylt� rz:alluy �Of-j L _j ljuplt�x kLj) LgEj ivlumvlt� l,or- i�fluluf U) 1901 UtJyfeUt, INarna: ABSORPTION FIELD Josh & Andrea Johnson 1 1, Address [ED Deep Trench [] Shallow Trench F71 Bed Mound 7 Soil Rating Other Total depth from original grade 1.2 GPD/SF '15.4 Ft.1 Depth to pipe invert from orl inal grade Gravel depth beneTth 1pe Block Lot Subdivision 3A Ft. 12 Ftj, Fill added above original grade Gravel le Township Range S L_ .15 Ft. Ft� T1 5 N R1 W �Gravel width Beds: Number of Lines IDistance babiveen lines Ft.1 Ft.0 To! Septic Absoption Holding Sewer 'Total —absorption area Number of trenches Dist. between trenches b1 rom Tank Field Lift Station Ta n k Line 360 Ft2 Ft. rcm R T, K 91 Septic 0 S.T.E.P. 0 Holding 0 03ther >25' kNell >100' 1 >100' N/A N /A M nufacturer Icapacity Anchorage Tank 1,500 Surface Water 00' >100' N/A I UP, rl� Pinripl [Numbpr of comn2riment-, & Lot Line G >6 >11 0' N/A NIA ISteel Tiijio NA Foundation !LIFT STATION >10' 5- N/A, NIA Manufacturer Capacity Curtain D�rain Gal. Nl o �,ne IN �ot e �d Highvvater alarm at --1-71 Pump off level at Pump on level at It to serve a total of five bedrooms. E�is�Uijg in] in.1 in. trench remains 'in service. jPump make and model Electrical Inspections perforrned by Tankto installer PIPE MATERIAL House totank D3034 drainfield D303L4-J., Red Dog Excavating Drainfield D3034 CONT n I Inspector J. Millette IBENCH MARK (Assumed elevation) 100 ft inspect' da A Conditional Approval: Date 'W, > 7 0 TH % f',Iichaei E. Anderson k 4381-E AW Approved Date Q%1_ xx1Q1_. Inspection Report-9-1-12.doc T1511\\[' v 1 Vvf SEC19 LOT 19 C ERIW d�? O P 181355 RD 051-24.1-06 C- m Y" ] E wl Z I Ll JI FL I EXISTING WELL OI W cameo°o�`��ap 1 30.1 1 6.9 SV1 43.0 PLAN ASaB WLT S i a4p 47.0 1uu "uiu8 (lvo SCALE) (I `\ MT1 o Michael E. Anderson 4�V 9F°ee CE 4381 �11�'sr� \ LOT 20 0 50 100 i FEET � � 57.7 _ _....___:—l_._.� SITE: III ( 1"=50' 29.2 33.4 Zuv 0.2 SYSTEM WITH15' LONG x 5' FS 48.2 30.4 >;I \ EFFECTIVE DEPTH ABSORPTION zI \ TRENCH. APP. RATE 6 GPD/SF. O LOT 2© .. EFFECTIVE DEPTH ABSORPTION TREI�!9I� EXISTING 46' LONG x 5' EFFECTIVE DEPTH f Q' ABSORPTION TRENCH. THI 02 o MT2 •� C07 LO 2 SDRM A.D.U. MY4 SV2 V 2Cb I 1,500 GALL N crn-rtn rnn v I FCfI \\ LO10-2 , LOT 21 �� :i 3-BDRM HOME VACAW1 r EXISTING WELL uj LOT 1/211) `\ NHOUSE / 1 A B �oop� FCO 1 30.1 1 6.9 SV1 43.0 PLAN ASaB WLT S i a4p 47.0 26.6 (lvo SCALE) oee eeoo ° h e e: e 24.2 MT1 o Michael E. Anderson 4�V 9F°ee CE 4381 �11�'sr� 38.0 0 50 100 i FEET e ti -;-fes •«� 57.7 _ _....___:—l_._.� v Q11�� PROFES510t�Pbd ( 1"=50' FCO 1 30.1 1 6.9 SV1 43.0 17.4 SV2 47.0 26.6 M12 17.4 24.2 MT1 50.4 38.0 CO 32.0 57.7 CO1 20.2 19.5 CO2 29.2 33.4 Zuv 0.2 29.1 FS 48.2 30.4 LEGEND CO - CLEANOUT 2CO - DOUBLE CLEANOUT FCO - FOUNDATION CLEANOUT FS - FLOW SPLITTER VALVE MH - MANHOLE MT - MONITORING TUBE TH - TEST HOLE Tl 5N Rl W SECTION 19 LOT 19 PERMIT # OSP 1 81355 mum= FAD # 051-241-06 8?9 V" 97.8 FINISH GRADE ,/- 97.3 ORIGINAL GRADE MAINFIELD ROCK M 819 offlum ""-NO GROUNDWATER 10/1/18 NOTE: MONITOR " B DOES NOT EXTEND TO BOTTM0 OF TRENCH. - --------------- PROFILE AS -BUILT (NO SCALE) I 9&9 WAS, Jv,chaeiaE. ;,d;wn CE 4381 INS Fd Rbr Cl) W 90 CA S 89*59' E 164,98' SPRUCE CREST Fd Rbr M Fd Rbr S 89-47'56' E (M) 164,89' Fd' Rbr S 89*58' E (R) I hereby certify that I have surveyed the following described property: BLM Lot 19, Within NWI/4 NE 1/4 SEC 19 TI 5N RI W S.M. Alaska, as depicted on the recorded BLM Plat dated May 13, 1955, Anchorage Recording District and that no encroachments exist except as indicated hereon. This As -built will only show the easements that appear on the recorded BLM Plat dated May 13, 1955, Anchorage Recording District; Under no circumstances should this data hereon be used for the construction or establishing of boundary or fence lines. BLM Lot 19 50' TILM Pat�ent ROW Reserve fiI Within NW114 NE1/4 Sec 19 Dr/1•,e T1 5N R1 W S.M. Alaska I 1 t te H C0cn' T&Ered oEsmn 125' ill = 50' III ExIst Ing PowerlIne Anchorage Recording District Surveyed: Nov. 13, 2018 4�5 4 Covered lzEntrance 11 50' Patent BLM P ROW Reserve 17:3 4'x16' 30' 27 Stairs 'l Deck 2—Story Framerou C3f Garage Eve S Gy Gravel Ld 1 \1 e 1'5' -V-Eve Qf ry WCovered " 'zPorch /_Fe0no.e \ \ is, Frac e A House 401_ 1 41' Q, BLM Lot 19 75' MovqLbte Greenhouse 10.5'X16.5' WoodMovable Fence Shed M Fd Rbr S 89-47'56' E (M) 164,89' Fd' Rbr S 89*58' E (R) I hereby certify that I have surveyed the following described property: BLM Lot 19, Within NWI/4 NE 1/4 SEC 19 TI 5N RI W S.M. Alaska, as depicted on the recorded BLM Plat dated May 13, 1955, Anchorage Recording District and that no encroachments exist except as indicated hereon. This As -built will only show the easements that appear on the recorded BLM Plat dated May 13, 1955, Anchorage Recording District; Under no circumstances should this data hereon be used for the construction or establishing of boundary or fence lines. LEGEND A Utility Ped in- Power Pole Guy Anchor Wet( Pipe 3 Septic Pipe OF A 4 TH 14 ....... . ....... ' * ' * ... A hony P. Bonet LS -10393 I o' N* N*�_ ASBUILT SURVEY Johnson Joshua J & Andrea K 17909 Werre Street Chugiak, Alaska 99567 DRWTM.RW I CHEOME). APB Land Surveying 12204 East Prince of Peace Drive Eagle River, Alaska 99577 (907) 227-1361 BLM Lot 19 0 25 so Within NW114 NE1/4 Sec 19 T1 5N R1 W S.M. Alaska SCALE IN FEU As Depicted on: ill = 50' BLM Plat Dated May 13, 1955 Anchorage Recording District Surveyed: Nov. 13, 2018 GRID: NW0955 LEGEND A Utility Ped in- Power Pole Guy Anchor Wet( Pipe 3 Septic Pipe OF A 4 TH 14 ....... . ....... ' * ' * ... A hony P. Bonet LS -10393 I o' N* N*�_ ASBUILT SURVEY Johnson Joshua J & Andrea K 17909 Werre Street Chugiak, Alaska 99567 DRWTM.RW I CHEOME). APB Land Surveying 12204 East Prince of Peace Drive Eagle River, Alaska 99577 (907) 227-1361 • NopAt,rr MUNICIPALITY OF ANCHORAGE ' On-Site Water&Wastewater Program .'1 S PO Box 196650 4700 Elmore Road Anchorage,Alaska 99519-6650 Phone:(907)343-7904 Fax:(907)343-7997 M1 httpa/www.muni.org/onsite Nj I)cl,art!tient On-Site Wastewater Disposal System Permit Permit Number: OSP181355 Effective Date: 10/12/2018 Work Type: Septic Upgrade Expiration Date: 10/12/2019 Tax Code Number: 05124106000 Site Legal Address: T15N R1W SEC 19 LT 19 G:0955 Site Mailing Address: 17909 WERRE ST, Chugiak Owner: JOHNSON JOSHUA J Lot Size in Sq Ft: 54450 Design Engineer: FORGE ENGINEERING Total Bedrooms: 5 This permit is for the construction of: 0 Disposal Field D 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 (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: Prior to approval of the inspection report and record drawings: a)A double cleanout shall be added downstream the septic tank. b) Cleanouts shall be added to each end of the new section of drainfield (C2 and C3 on site plan). c) Swing tie distance for DCO, C2 and C3 shall be added to the record drawing. d)An updated as-built survey showing all standpipes shall be submitted. Received By: OA 6.3/A4a- Date: 0 Issued By: P..difiCa CJu-t9 Date: 1°/Nit? Municipality of Anchorage ui•�,a 1'1111,'l mm P.O. Box 196650 • 4700 Elmore Road Anchorage, Alaska 99519-6650 • (907) 343-7904 • Fax (907) 343-7997 http://www.muni.orq/Onsite Development Services Department On-Site Water and Wastewater Section **** VARIANCE/WAIVER REVIEW **** Waiver#: OSV181077 COSA#: Permit#: OSP181355 PID#: 051-241-06 Legal Description: T15N R1W Section 19 Lot 19 Engineer: Forge Engineering Applicant: Josh &Andrea Johnson Your request for a waiver of the required 10 feet horizontal separation from the absorption field to the building foundation has been approved. The approved separation distance is 5.0 feet. In addition, your request for a waiver of the required separation between absorption fields has been approved. The approved separation distance between the existing field and the new section is13.0 feet. See engineer's waiver request and profile drawing for justifications. This waiver approval applies to the existing 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. Waiver is Granted: X Waiver is not Granted: , Date: 10/1�c n �0 IS Approved by: / Name of Reviewer **** VARIANCE/WAIVER REVIEW **'k* Municipality of Anchorage On-Site Water and Wastewater Program • (907) 343-7904 Page 1 of 3 ON-SITE WASTEWATER INSPECTION REPORT Permit Number: OSP181355 PID Number: 051-241-06 Dwelling: ❑ Single Family (SF) ❑ Duplex(D) 0 Multiple (SF and/or D) Project: ❑ New 0 Upgrade Name: Josh & Andrea Johnson ABSORPTION FIELD Address 0 Deep Trench El Shallow Trench ❑ Bed ❑ Mound 17909 Werre Street Chugiak, AK 99567 El Other Phone Number of Bedrooms Soil Rating Total depth from original grade Five (5) 1.2 GPD/SF 15.8 Ft. LEGAL DESCRIPTION Depth to pipe invert from original grade Gravel depth beneath pipe Subdivision Block Lot 3.8 Ft. 12 Ft. 19 Fill added above original grade Gravel length Township Range Section .5 Ft. 15 Ft. T15N R1W 19 Gravel width Beds:Number of Lines Distance between lines SEPARATION DISTANCES 3 Ft. Ft. To Septic Absorption I Holding Sewer Total absorption area Number of trenches Dist.between trenches Tank Field Lift Station I Tank Line 360 Ft2 1 From I Ft. Well >100' >100' N/A N/A >25' TANK 0 Septic 0 S.T.E.P. 0 Holding 0 Other I Manufacturer Capacity Surface Water 1 >100'1 >100' N/A N/A Anchorage Tank 1,500 Gal. Material Number of compartments Lot Line >5' >10' N/A N/A Steel Two NA Foundation >10' 51* N/A N/A LIFT STATION Manufacturer Capacity Curtain Drain None I Noted Gal. Pump on level at Pump off level at High water alarm at *See See Waiver. Absorption trench added to serve a total of five bedrooms. Existing _ in. in. in trench remains in service. Pump make and model Electrical Inspections performed by PIPE MATERIAL House to tank D3034 Tank to Installer _ _ grainfield D3034 Red Dog Excavating Drainfield D3034 CO/MT D3034 Inspector J. Millette BENCH MARK (Assumed elevation) 100 ft Inspdectio:n 161 12/14/17 2,w 12/15/17 Location and description 3"' 10/11/18 4"' Bottom of Siding. COMMUNITY DEVELOPMENT DEPARTMENT APPROVAL Engineer's Stamp Conditional Approval: _ Date ,�,.s� OF.A�.S\i _ — %*•49 TH /\ *0r g reita.i(,(u.„4___ 0 i _, _______. Michael E.Anderson �# �Fc• 4381-E •��`�% _ . Approved • Date �,;FDpROfESS10NP��� Inspection Report_9-1-12.doc T15N R1W SEC19 LOT 19 S' PERMIT # OSP181355 PID # 051-241-06 / SPRUCE CR /ST r . 10'T&E ESN IT CENTERED EXISTING WELL ON EXISTINI POWER LINE A B 100'RADIUS \ FCO 30.1 6.9 \ LOT 20 \ Si 43.0 17.4 1 ALTERNATE\SITE: CATEGORY III S2 47.0 26.6 SYSTEM WIT 15'LONG x 5' FS 47.7 29.5 Cl 32.0 57.7 FFECTIVE DE TH ABSORPTION � LOT 20 ENCH. APP. \GPD/SF. M2 50.4 24 .0 . 15'LONGA 3'WIDE x 12' /// EFFECTIVEI5E TH ABSORPTION •01 TRENCH. EXISTING 46'LONG x 5' • 2 BDRM A.D.U. — — EFFECTIVE DEPTH J6. ABSORPTION TRENCH. •i m• M2 • 4 . • 2 C3 ; • NOTE: M,• Sz S7 . IDC0 EXISTING SEPTIC TANK DECOMMISSIONED F IN ACCORDANCE WITH MOA CODE. zco _ 2C0 AFTER TANK AND CLEAN OUTS C2 I • -- • AND C3 TO BE INSTALLED. V 1,500 GALLON ( . N / SEPTIC TANK ; FCO \ r- \ WOOD u / FENCE W . LOT 18A LOT 21 // . • 3-BDRM HOME \ VACANT / W /- LU ' EXISTING WELL 1 (Y 1 I I 1 LOT 19 t SHED 1 GREENHOUSE /l \ \ \ / \ / \ / NO i/ 4����\\\\, NO SLOPES>25%WITHIN 50'OR SURFACE WATER WITHIN 100'OF THE LEGEND e..OF!41.,q�ki) PROPOSED SEPTIC SYSTEM CO CLEANOUT j*��TM j� 9*,I� ALL WELLS ON SURROUNDING LOTS WITH IMPACTS TO THIS 2CO DOUBLE CLEANOUT 6 •• ••��*•• /�• PROPERTY ARE SHOWN. NO CONFLICTS WITH WELLS OR SEPTIC FCO-FOUNDATION CLEANOUT N� -``4� f-.#1, 1 SYSTEMS. FS FLOW SPLITTER VALVE MH-MANHOLE IA •. Michael E.Anderson : 0 50 100 r+'F•• CE 4381 .•'•/Y MT-MONITORING TUBE fb-;•• /e-/c *;�� IIIMI MI = = FEET SV-SEPTIC VENT `l\FDPQaF s.sle P�+ 1"=50' TH-TEST HOLE T15N R1W SECTION 19 LOT 19 PERMIT # OSP181355 PID # 051-241-06 oN 0 U > > 0 LL w cn N — — f— 99.8 — — — Iv. 95.1 1 1500 GAL 94.9 SEPTIC TANK 90.8 /� 98.5 FINISH GRADE OH/ 98.0 ORIGINAL GRADE 0 U ! 94.4 94.4 DRAINFIELD ROCK 82.2 15, 82.2 — 76.0 = NO GROUNDWATER 10/1/18 1— Okt"to.- 91 Ae*:49TM i. vs, ' /r • Michael E.Anderson : F PROFILE AS-BUILT fie '. 84381 4-.14#.4.1' (NO (NO SCALE) �k FODROFESS10N4`� Ow MUNICIPALITY OF AN + '2 Community Development DepartmentJ Phon•",:07-343-7904 Development Services Division F- x907-343-7997 On-Site Water & Wastewater Program ! �w 01681, ON-SITE SEWER/WELL PERMIT APPLICATION Parcel I.D. 051-241-06 Property owner(s) Josh and Andrea Johnson Day phone Mailing address 17909 Werre Street Chugiak, AK 99567 Site address Same Legal description (Sub'd., Block & Lot) Lot 19 Legal description (Township, Range & Section) T15N R1W Section 19 Lot Size 54,450 Sq. Ft. Number of Bedrooms Five (5) APPLICATION IS FOR: APPLICATION IS AN: TYPE OF DWELLING: (®all that apply) Absorption Field IXI Initial ❑ Single Family (SF) X (w/wo ADU) Septic Tank X Upgrade n Duplex (D) Holding Tank Renewal I IMultiple Dwellings Privy ❑ (SF and/or D) Private Well I I Water Storage ❑ THIS APPLICATION INCLUDES A VARIANCE /WAIVER REQUEST FOR: Absorption Trench to Foundation /TcL -}-o re n c h Distance: 5 / 13 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) i35�gSQPhe fie& + -+- 2j5 V)ccuse, Permit/Rush Fees: �� Waiver Fees: / Date of Payment: in)51NDate of Payment: (0/ 5/ 1 S Receipt Number: a 17 D Receipt Number: 0 11'11 ri `I Permit No. 65 '1 '(5S Waiver No. OS\ 1 S 1 of l Permit App_' /_ • GE ENGINEERING PO BOX 240773 ANCHORAGE,AK 99524 522-7773 677-7766(FAX) October 4, 2018 MOA Development Services Dept, On-Site Water& Wastewater Program 4700 Elmore Rd Anchorage, AK 99507 Subject: T15N R1W SECTION 19,Lot 19—17909 Werre Street Septic System Design and Permit Application Dear On-Site Services Engineer: The owner of the subject lot has constructed a 2-bedroom A.D.U. on the lot in addition to the existing 3-bedroom home. The septic system has been upgraded to a 5-bedroom system to serve the facilities. We are submitting this design and after the fact permit application for the new septic system.The attached site plan identifies the location of the home,the A.D.U.and the existing well, septic system and alternate site.No conflicts exist between this new system and any other well or septic system, whether on this lot or adjacent lots. The ground surface on the lot is flat. Storm water drainage will not impact this septic system. The new trench was constructed 13' from the existing trench. A waiver is required as the new trench is not more than twice the effective depth from the existing trench. Both trenches were constructed in clean gravel soil with percolation rates less than 5 minutes per inch. The existing trench remains dry after nearly 40 years of service. Effluent migration is downward with little or no horizontal movement. We request a waiver be issued allowing the new trench to remain in its current location. The new absorption trench is 15' long x 3' wide with a 12' effective depth. The total absorption area is 360 square feet which is similar to the existing trench with 460 square feet. A flow splitter valve has been installed which will disperse the flow evenly to each trench. Each trench is designed for a minimum of 375 gallons of peak flow per day. The new absorption trench was constructed 5' from the foundation of the A.D.U. The trench is 3' wide and remains in the area of influence to the foundation for only the 3' distance. The A.D.U. foundation is 28' in length and composed of reinforced concrete. The foundation is constructed atop clean well graded gravel compacted to more than 95%of maximum theoretical density. It is also secured at the north and south corners with steel reinforcement to prevent movement to the west. It is unlikely the 3' width of the absorption trench will affect the stability of the foundation. We request a waiver be issued to allow the trench to remain in its current location. The new septic system will be a minimum of 100' from all wells and surface water,and more than 5' from the septic tank. The alternate site is located more than 10' from the primary site. Please refer to the attached test hole log, plan and profile sheets for the septic design. If this design is followed,there will be no adverse impacts to adjacent properties. Sincerely, OF A�gs�i eco . v9, eco.. TH � * Michael E. Anderson, PE Michael E.Anderson,; j Attachments �1i1, el;•'b 4• i8-c*. � `t `c°PROFEssoo A T15N R1 W SEC19 LOT 19 RU-CE CREST, i �P-10'T&E ESMT CENTERED ON EXISTING POWER LINE ALTERNATE SITE: CATEGORY III SYSTEM WITH 15'LONG x 5' EFFECTIVE DEPTH ABSORPTION TRENCH. APP.RATE 6 GPD/SF. 15'LONG x 3'WIDE x 12'EFFECTIVE AREA IS VIRTUALLY FLAT WITH DEPTH ABSORPTION TRENCH 5' NO GROUND SURFACE SLOPE. FROM FOUNDATION. EXISTING 46'LONG x 5' 8 2 BDRM A.D.U. • EFFECTIVE DEPTH b ABSORPTION TRENCH. : if. TH, NOTE: • ABSORPTION TRENCH IS 5'FROM MT + : FOUNDATION FORA TOTAL CO CO ' DISTANCE OF 3'.••, .FCO I • SV SV 1 F 1,500 GALLON `r SEPTIC TANK / I I _ / I . . FCO N / / F- �. ` .. ._, ... ... WOOD / LU ��FENCE LU . \ / I-- I 3-BDRM HOME \\I • , i LLI EXISTING WELL Et LOT 19 1 1 I SHED I GREENHOUSE \ / \ • • //• \ / / / NOE i r"NNv NO SLOPES>25%WITHIN 50'OR SURFACE WATER WITHIN 100'OF THE LEGEND ,r,ie9F �jk1 PROPOSED SEPTIC SYSTEM CO CLEANOUT Awq,..••• ��� 'f9,� 2C0-DOUBLE CLEANOUT Al*:49 TH /\ .*�� ALL WELLS ON SURROUNDING LOTS WITH IMPACTS TO THIS FCO FOUNDATION CLEANOUT 6 ••• ••• ••• • •jj;;•�4 ; r PROPERTY ARE SHOWN.NO CONFLICTS WITH WELLS OR SEPTIC - 7-�~"'`� SYSTEMS. FS-FLOW SPLITTER VALVE '. Michael E.Anderson : 0 50 100 MH-MANHOLE t♦r�F'• CE •4381 .�`�� I. FEET MT MONITORING TUBE 1(Y/9• a-4-iA•, ,,.. SV-SEPTIC VENT l�\��;\"=`��� 1".-.50' TH-TEST HOLE T15N R1 W SECTION 19 LOT 19 DESIGN FACTORS: SYSTEM REQUIREMENTS: 300 GPD TOTAL PEAK FLOW 3' WIDE DEEP TRENCH SYSTEM PERK RATE: 1.9 MIN/IN 1,500-GAL SEPTIC TANK APPLICATION RATE: 1.2 GPD/SF 300 GPD/ 1.2 GPD/SF / 12' DEEP/2 SIDES =10.4 LF TRENCH REQUIRED (15 LF SPECIFIED) BOTTOM OF TRENCH: 15.5' BELOW GRADE FLOW LINE ELEVATION:3.5' BELOW GRADE TOP OF TRENCH: .5' ABOVE GRADE 6" — =1 1=1 11=1 1=1 I I—I 1= >Ift.. III-III=1 I I-I 11=1 I I-11 I 1=111=111=111i 1 I- -1 I I I-I I I-111=1I 1-111-11 1E-111E1117=7:111--1-111-=11E1_Ill 3, 111-111-111-111-1 I I- 1=111=111=111=1I 1=1111 III-III-III-III-I I 1=1 I I 1=1 11=1 11=1 I I-III-I 11=1 III-III-111-111-111=111 1-111-1 -1 - 6" 4" PERFORATED PVC (HOLES DOWN) '•�'• ••••• ••"�'•• ••' DRAINFIELD ROCK 12' ::::::::::•:::::.:.:::::.:.::. 3, TYPICAL DEEP TRENCH SECTION (NO SCALE) j g�Q▪ •• •, ,0, : * 49 TM * NOTES: /•,�•�•J•••JJ••�' ••• •••• 1. GRADE AREA OVER TRENCH TO DRAIN AWAY 2. PROVIDE 3' OF COVER OVER TRENCHES AND 4' OVER SEPTIC TANK, OR 2' � �•_Michael E.Anderson: WITH 2" OF INSULATION + co• .• CE 4381 .•��/ 3. CHECK GROUNDWATER AT TIME OF CONSTRUCTION. IF LEVEL IS HIGHER l\` P10 • .e.• WP� THAN PREVIOUSLY OBSERVED, CALL ENGINEER IMMEDIATELY \�����o` MUNICIPALITY OF ANCHORAGE i DEVELOPMENT SERVICES DEPARTMENT AekQ;••• 4t 4700 ELMORE ROAD ANCHORAGE, AK 99519-6650 '*• 49TH i! , ItVA SOILS LOG AND PERCOLATION TEST n . M Anderson L IrifF••• CE 4381 •`. I LEGAL DESCRIPTION: T 15N R 1W SEC 19 L 19 - 17909 WE R RE ST !k Dpj\"=��� PERFORMED FOR: JOSH Professional Engineers Stamp: DATE: 12/15/17 PROJECT No.: PARCELID#: 051-241-06 TECHNICIAN: J. MILLETTE DEPTH +;4;::• : 1, FILL 1 TEST HOLE 1 (feet) '.1 1' OB SLOPE SITE PLAN 2 1":•`J,�%..:{ 4 ':'`.:: 5 %• :- : SEE SITE PLAN �, 6 —.1: ,::::., ` .. r:: a 7 ';,.:;.:•:.....t,..:....:, SANDY SILTY GRAVEL, ':''==i .'.',.; GETS SILTIER WITH DEPTH 8 ;?- ,cti,. GM ,;''spy 10 t•; ';,: .,. WAS GROUND WATER ENCOUNTERED? NO `••'` IF YES Q WHAT DEPTH? " :'7;' DEPTH OF WATER AFTER MONITORING: NONE 11 `��' .!`•; DATE OF MONITORING: 10/1/18 12 �,`: : ..,,:.:-. DEPTH TO '..:K:',::-.::1.-;. :-• DATE READING GROSS TIME NET TIME WATER NET DROP 13 :' • (MINUTES) (MINUTES) (INCHES) (INCHES) 14 Z . " 12/15 TEST HOLE PRESOAKED PRIOR TO TESTING: 15 i. •4� 1 10:30 0 ,J. .,i -' 2 10:40 10 5 2 5 2 16 :I:: 1 ' : .'''- 9 11:14 0 i':r:, y` ;, 10 11:24 10 54 54 t 19 .: `. .'` 11 11:25 0 20 ""~ 12 11:35 10 54 54 21 - :'-r s PERCOLATION RATE: 1.9 (MIN/INCH) PERC. HOLE DIA. 6 (INCHES) .:s:1:::•;•';:.!:;.-:7.dTEST RUN BETWEEN: 5 FT. and 6 FT. 22 .,. . COMMENTS: T15N R1 W SECTION 19 LOT 19 5' a 3.5' GEOTEXTILE FABRIC 15.5' 4" PERFORATED PVC \ DRAINFIELD ROCK \ 1 \-1 1 ... .......... 5 49th FOUNDATION TO ABSORPTION • TRENCH WAIVER •` Michael E.Anderson 44,4: I -a)".. No.CE4381 i .1� y �� ••.:•44: Fd Rbr S 89°59' E 164,98' SPRUCE CREST Fd Rbr (2) Gravel ` -- — — Drive ELM Patent RDW Reserve I 10' T6E Esnt Z Centered on 125' LEGEND 0 O O ExlstinEl Power-line o m Utility Ped o : I o Power Pole rl ,ri l L' Guy Anchor 2 ^ T a xa.s' © Well Pipe 3 Covered I s0 7 Entrance © Septic Pipe 50' BLM Patent — RDW Reserve 4'x16' 30' 27' Z Z I Stairs O 0 0 o0 12'x15' ©_ ) I No Deck-. •- 2-Story I, iv o Ir Garage I '-2' L1 ©�$ S I - - Eve g< W I O , ce (- Gravel / - - J e N thI �E erIn 3Covered I I rWood c Porch v, I i Fence ,H I \ Frame '� i, I House I / ° w IN Zr i 4 Qy () BLM i ,, Lot 19 7 I Ii , 75' . II15'x8' I I ov ble GrMeen�iouse 10.5'x16.5' rWood Movable / Fence Shed Fd Rbr i • ° • / _ - ° Fd Rbr ``\\‘\\�\\\1111 S 89°47 56 E (M) 164.89' OFA Il! S 89°58' E CR) ii _��P�� .....,�"16N i1 i * 49 T—" 1\ '* I hereby certify that I have surveyed the following described property: ; A P. BLM Lot 19,Within NW 1/4 NE1/4 SEC 19 T15N R1 W S.M.Alaska, , 73 A thou P. Boneta as depicted on the recorded BLM Plat dated May 13, 1955,Anchorage Recording /, c2, y District and that no encroachments exist except as indicated hereon. 'i'�'ss'. LS-10393 .•/= This As-built will only show the easements that appear on the recorded BLM Plat sir '%b• • Jo/fl 11.4;14,`, dated May 13, 1955,Anchorage Recording District;Under no circumstances f ll i l° ESSIoHP.. should this data hereon be used for the construction or establishing of boundary or fence lines. BLM Lot 19 ASBUILT SURVEY 0 25 50 Within NW1/4 NE1/4 Sec 19 T15N R1W S.M.Alaska Johnson Joshua J&Andrea K APB Land Surveying SCALE IN FEET As Depicted on: 17909 Werre Street 12204 East Prince of Peace Drive 1"=50' BLM Plat Dated May 13, 1955 Chugiak,Alaska 99567 Eagle River,Alaska 99577 Anchorage Recording District Surveyed:October.4,2018 (907)227-1361 v GRID: NW0955 oa�rTeo-arn a�arcn: 4 MUNICIPALITY OF ANCHORAGE DEPARTMENT OF HEALTH & ENVIRONMENTAL PROTECTION (..:Kill , ENVIRONMENTAL ENGINEERING DIVISION 825 L Street - Anchorage, Alaska 99501 Telephone 264-4720 ON-SITE SEWAGE DISPOSAL SYSTEMJeciilleteliCal. INSPECTION REPORT NAME RG I.0' 0100d1 PHONE8 ' - r7b3 • UPGRADE MAILING ADDRESS e • 1 / I. • ' LEGAL DESCRIPTION Lai— -1� �� See.- 4 �y. ' ak . 19 'T i tI R 1 �J SYS sole.. LOCATION 1 FB sSb SEPTIC TANK DISTANCE TO: Well12S (_ -jj'' Absorption arpy� ion 1+,, Dwelling ''3© ^r 11 ,', PERMIT NO. g,D� i Manufacturer la la re e-' Material tete No. of comp rtments n "h.Y.) oG. Liq. capacity in 10n0 IF HOMEMADE: Inside length/ A/ 4- Width /V r Liqui depth N ». JVZ DISTANTr Well D}�wLFing PERMIT NO. O z Q =h M acturer aterial Liqu acity in gallons '.H_ -E• y TRENCH DISTANCE TO: Well n /3 t Foundation f /35 i- Nearest lot line PERMIT NO.A UX I© 9�j / Na of \nes / ont Length,o-f gacly ine C�6 ( Total lei7gt�-of l es YVl f Trench yJ / inches Distance b> �Djlines /7 op of ile to finish1isgrade /1) A .v S fafrw Materia beneath tile / C� /T inches Total eff(gc/[i a a'bbsorption [ea / &c. 7 e SEEPAGE PIT Length Width Depth PERMIT IVO. //Jl 1 Type of cr' Crib diameter Crib depth al effective absorption area DISTANCE TO: Well Building foundati Nearest lot line J Clas Depth Driller Distance to lot line PERMIT NO. wWM DISTANCE TO: Building foundation Sewer line Septic tank Absorption areals) OTHER PIPE MATERIALS 3C) 39 (30Pf, /Ccif 0r,I s - SOIL TEST URATING r J f 1 15 SQQ T'- �tOGf V- v 30 ft 11 � INSTALLER (J S Ina. Y1'Yt VI Cov. alY11cA,-ON REMARKS Q I5 % V-e i • '4 a • QM !V R la APPROVED DATE LEGAL 72-013 (Rev. 3/78) l hi as r 1 B._9 r-„1 1 8. _ i F-° nn__..�'3.. r °- ' ° F` FI r -•I` 8_:: E1 C.A r : €-I @_-_"a E DEPARTMENT OF HEALTH AND ENVIRONMENTAL P'ROTECT'ION 825 /L7 STREET . ANCHORAGE: AK. +950 264-4720 0 _A r4 —7E; r d--. —; mrd E ' FC! F' E_. R! N"N 1 -T- PERMIT TPERr1IT NO. 81095:1. } APPLICANT RALPH W. MOODY LOCATION SOUTH E:IRCM..JOOD: SPRUCE. LEGAL L15 SEC. 19 T±SN R1W. SM TYPE OF SR Bo:: 34r 5: CHUGIAK CREST 1� L2D419 SOIL. ABSORPTION SYSTEM IS : TRENCH MAXIMUM MUM NUME:ER OF BEDRODME: = _. 680-- 1.471S' C`8 LOT SIZE A4000 'SQUARE FEET nip-) ,gods 4604. d04/ SOIL RATING CSQ FT/E:R>=:: 145 1-1-ag'S'a THE REQUIRED SIZE OF THE SOIL ABSORPTION SYSTEM IS: CAE: -F=" El__ E_I__.y-_yK.21-1.-1= CAEi " I i--4= THE LENGTH DIMENSION IS THE LENGTH (IN FEET) OF THE TRENCH OR DRAINFIELL' THE_ DEPTH OF A TRENCH OR PIT IS THE DISTANCE BETWEEN THE SURFACE OF THE GROUND FIND THE BOTTOM OF THE EXCAVATION (IN FEET). THERE IS NO SET WIDTH FOR TRENCHES. THE GRAVEL DEPTH TE THE MINIMUM DEPTH OF GRAVEL BETWEEN THE OUTFALL F'IPE AND THE BOTTOM OF THE: EXCAVATION CIN FEET>. EE s_ e u_ 1 FZ EL. C. S E:. F=" T" T C a --e1 a_al C 3 fl 3...-. L.1 :s r -J "S PERMIT APPLICANT HAS THE RESPONSIBILITY TO INFORM THIS DEPARTMENT DURING THE INSTALLATION INSPECTIONS OF ANY WELLS ADJACENT TO THIS PROPERTY AND THE NUMBER: LIF RESIDENCES THFIT THE WELL HILL SER57E.. "1-1-10 C2> 1 "',s S F' F: C -1_ 1 O P- "=_ fl F . s='__ E°- E=- c:! U 1 t kE r". --- BACKFILLING ---- BAC:F::FI[_LING OF ANY SYSTEM WITHOUT FINAL INSPECTION AND APPROVAL E:'T THIS DEPARTMENT WILL. E:E S!_iE:JECi TO PROSECUTION. MINIMUM DISTANCE BETWEEN A WELL. ANC' ANY ON-SITE SEWAGE DISPOSAL SYSTEM IS ion FEET FOR A PRIwATF WFI L fR 15n TII -Dnn FFFT FROM A PUBLIC WELL DEFENDING UPON THE TYPE OF PUBLIC WELL. MINIMUM DISTANCE FROM A PRIVATE WELL TO A PRIVATE SEWER LINE IS 2.5 FEET AND. TO A COMMUNITY SEWER LINE IS 75 FEET. OTHER REQUIREMENTS MAY APPLY. SPECIFICATIONS AND CON=:TRHC:TION DIAGRAMS ARE AVAILABLE TO .INSURE PROPER .INSTALLATION. F="E F'r i' -r E:-cF-=^ 1 F::rE_=. £„F_a.'=.r-- iFSE'F _ "SA, i S',_*_._ I CERTIFY THAT i: I AM FAMILIAR WITH THE REQUIREMENTS FOR ON-SITE SEWER:: • AN+!D WELL'=, AS SET FORTH BY THE MUNICIPALITY OF ANCHORAGE. 2: I !.WILL.. INSTALL THE SYSTEM IN ACCORDANCE: WITH THE CODES. _ T UNDERSTAND THAT THE urd-`-;ITE _EWER SYSTEM MAY REQUIRE ENLARGEMENT ' IF THE RESIDENCE IS REMODELED TO INCLUDE MORE THAN 3 BEDROOM'_. SIGNED' ISSUED BYlC!,(,��/// lOODY '.'4. 0 Russell Oyster 694-2774 0 & E ENG.. JEERING & DEVELOP .TIENT CO. Box 90, Davis St., Eagle River, AlaskaPnion7cAPALITY OF ANCHORAGE 694-2774 or 688-2280 DEPT. OF HEALTH f: ENVIRONMENTAL PROTECTION SOIL LOG APR 2 ".;83.a 4LP Al ����ff '-�Th Earl Ellis 688-2280 ECE1V1I010 Performed for: Name. Mailing Address. St �.. 1 / Sox Si,ce2.01VD /i /kE 5 , CidiC /c LOT /7 5Ec. /9, 7 7S , 4/ Vi/, 5 tM Legal Description: Depth (feet) Soil Characteristics 0 1 ,4'L c /c_r ,° ei / c. 2 6NM 51 rV �i2�V4cL 3 4 i;' `I4 9 - SP, 6P/ 541 f o' c./LErs (+iivss 5 OF MZeD, j G 4tas/E ..5-44(616 - 54A/i)P17/Zz"J//Et / J /GTS 7 3444 o / L% sA/s /ex.r.(fr/g„Q. 8 s 644/ Ste- �0,Vc-L 10 11 41 c_S-'24v tt % /Lr -.9Na 12 /SEA/JE 13 ort -0/2-( 2 14 15 16 5PRUC cLaasr <43( 0 / h PLOT PLAN A/a Scg Le PERUZabtrinN 1R 00): Cfennie.4:6:87E0:1:EPs. t* •/ oaaueuees eel_....:... Ellis �®oa f,vot O745 -E J 4�'eGround Water Encountered: Yes No If yes, what depth��+®vim Proposed Installation: Seepage Pit— Drain Field Comments OEV2?LO 2-5;cEF'/9--C – free /f�ff_P772-d- is�77i✓.�cnl 3 Performed by: vii uni.cii pakaty SDA Anchorage POUc. 6-650 ANCHORAGE, ALASKA 99502-0650 (907) 264-4111 TONY KNOWLES. MAYOR DEPARTMENT OF HEALTH AND ENVIRONMENTAL PROTECTION Permit #: Handritten January 31, 1985 TO: Permit Applicant SUBJECT: T15N R1W Section 19(Lot 19) A permit issued by this Department for an individual well and/or on-site sewer system has expired as of December 31, 1984. Permits are issued on a calendar year basis by authority of Municipal Ordinance. A new permit must be obtained from this Department for any well and/or on-site sewer system not installed by the expiration date. If you have drilled the well, a well log needs to be sent to this Department for documentation of the installation and to close the permit. If a private engineer inspected the installation of the on-site sewer system, the original as -built inspection report and the yellow copy must be sent to this office for review and approval, and for documentation. If there are any further questions, please call this office at 264-4720. Keith E. Bandt, Supe visor Environmental Engineering Program KEB/ljw enc: Copy of Permit SWP/057 Perftit # MUNICIPALITY OF ANCHORAGE Department( ')Health and Environmenta'Txotection 825 L Street, Anchorage, AK. 'j501 264-4720 * * * HANDWRITTEN PERMIT * * * *Or:AIN:DAR ON-SITE SEWER PERMIT S,R / G,,, 3," 4A.,44(sesolei Applicant: SYMm4iV CONNSTe°Oi/bA/ Mailing Address: co61A45AK %YS6*7 4?AAA/ 6 - ��s� Location: SUJ3 O. Phone Number: Legal Description: 77.5-A662/141 SEC /4Lori/ Lot Size:/l� Cu/tz- Type of Soil Absorption System Is: Trench: Drainfield: _ Seepage Bed: X Holding Tank: Maximum Number of Bedrooms: Soil Rating (sq.ft/br) / c S The Required Size of the Soil Absorption Systemc Is: `' i DEPTH S: S LENGTH 6 0 GRAVEL DEPTH r{J WIDTH 30 The length dimension is the length(in feet) of the trench or drainfield. The depth of a trench or pit is the distance between the surface of the ground and the bottom of the excavation(in feet). There is no set width for trenches. The gravel depth is the minimum depth of gravel between the outfall pipe and the bottom of the excavation(in feet). * * REQUIRED SEPTIC(HOLDING) TANK SIZE = 0 (9 SQ GALLONS * * Permit applicant has the responsibility to inform this department during the installation inspections of any wells adjacent to this property and the number of residences that the well will serve. * # * TWO(2) INSPECTIONS ARE REQUIRED * * * Backfilling of any system without final inspection and approval by this department will be subject to prosecution. Minimum distance between a well and any on-site sewage disposal system is 100 feet for a private well or 150 to 200 feet from a public well depending upon the type of public well. Minimum distance from a private well to a private sewer line is 25 feet and to a community sewer line is 75 feet. Well logs are required and must be returned to this department within 30 days of the well completion. Other requirements may apply. Specifications and construction diagrams are available to insure proper installation. * * * PERMIT EXPIRES DECEMBER 31, 1 9 Sift* * * I certify that: (1) I am familiar with the requirements for on-site sewers and wells as set forth by the Municipality of Anchorage. (2) I will install the system in accordance with codes. (3) I understand that the on-site sewer system may require enlargement if the, -residence is remoed t. include more that 3 bedrooms. YdClir 49 Signed: Ap Issued by: te: SWP/024(1/81) 04 v 1 Leetei,Ph 11 '7 k 9 651 941 737. 3 ./ `]_ Oj 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 Certificate of On -Site Systems Approval Guidelines for this application, shows that the on-site water supply andlor wastewater disposal system is (are) safe, functional and adequate for the number of bedrooms and type of structure indicated herein. 1 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 andlor 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 s & s Engineering Phone 6944979 Address 15861 S. Birchwood Loop5Jf ugi A<s)467 Engineer's Printed Name e/ Date Ilt 4S ib ~••,cs? 1*4 rh/� ori A. shots ; ger 1457.6 a ••••,. .M: e: fi f...• gam.. Pp rMn57��t' 4 5. DSD SIGNATURE ✓ Approved for 3 bedrooms. Disapproved. Conditional approval for bedrooms, with the following stipulations: • •C N SITE .t.tr6 ztZ WATER AND : WAbTtWATEX . PROGRAM • Attachments: COSA Checklist X Septic System Advisory Well Flow Advisory Nitrate Advisory By: M W611itN (Rev 11/OS) Arsenic Advisory Maintenance Agreements Supplemental Engineer's Report Other AMA /}avrsory Original Certificate Date: 1 140/99 Municipality of Anchorage Development Services Department Building Safety Division On -Site Water & Wastewater Program 4700 Elmore Street P.O. Box 196650 Anchorage, AK 99519-6650 www.muni.org/onsite (907) 343-7904 CERTIFICATE OF ON-SITE SYSTEMS APPROVAL CHECKLIST Legal Description: lOT /l; &ea 1?) 77610;00 A. WELL Well type __WJE If A, B, or C provide PWSID # = Date completed- UCiC- Sanitary sea )'/CS Total depth L4, ft. Cased to 1 ft. FROM WELL LOG Date of test Static water level Well production ft. 9 p.m. WATER SAMPLE RESULTS: Coliform colonies/100 mL Nitrate /0 4, mg/L Arsenic:D_ ug/L . date of sample: 402/08 B. SEPTIC/HOLDING TANK DATA /// c� c Tank Type/Material YAC �I ESC Date Installed Parcel ID: 051 22-11 06 Well Log (Y62 Soca a] ?cefceei7 e- P n U.i t a TCiM7 . Wires properly protecteel) YCS 11 Casing height (above ground) Ion -f in. AT INSPECTION q')Zl0?) 3N ft. I.(2 g cat ' g.p.m. Other bacteria 0 colonies/100 mL Collected by: Tank size /ee gal. Foundation cleanou Date of pumping C. ABSORPTION FIELD DATA Date installed %S at.tioteziver Number of Compartments p2 Cleanout d(`1%J ) Depression over tank (Yc'. /lam High water alarm (ye �D 1 Pumper 3t S PmP,KX,. Length 410 Total depth 8 1 ft. Date of adequacy test S / Soil rating (g.p.d./ft2 o ft. Width ������ N Eff. absorption area TD0ft2 0— Resul /1/S 71 System type I Qt A 1 Gravel below pipe S. 0 ft. tubeDepression over field For 4.5 bedrooms • / r' Fluid depth in absorption field before test 6, in. Water added 'gal. it Elapsed Time: min. Final fluid depth 8 in. Any rejuvenation treatment (past 12 mo.) (Yet type) ) v Absorption rate >= .,---. depth L d�1 DID 41.5 or ly1C C ss o TRICK . ISO -I- g.p.d. If yes, glue date D. LIFT STATION 13ln Date installed Size in gallons • - ole/Access (Y/N) "Pump on level at _ in. 'Pu evel at _ in. High water alarm level at in. Datum Cycles tested Meets alarm & circuit requirements? E. SEPARATION DISTANCES SEPARATION DISTANCES FROM WELL ON LOT TO: r Septic tank/lift station on lot /CO 'f• On adjacent lots r r Absorption field on lot /tt '�- On adjacent lots 100 'f Public sewer main /3/1+ Public sewer manhole/cleanout /OM Sewer /septic service line as + Holding tank Animal containment areas 50 r+ Manure/animal excrete storage areas /00 SEPARATION DISTANCES FROM SEPTIC/HOLDING TANK ON LOT TO: Building foundation 5 I- Property line S 4 Absorption field S 1 Water main ! O/%9 Water service line /0 ± Surface water /r,0 rt Wells on adjacent Tots l t 4 SEPARATION DISTANCE FROM ABSORPTION FIELD ON LOT TO: Property line 14- 4- Building foundation /0 14- Water main !44 Water Service line /0 14 Surface water /00 '� Driveway, parking/vehicle storage /0 Curtain drain',CCMOF /C/Clara0 Wells on adjacent Tots /CO 4 F. COMMENTSb e- IE- oR. ter HitssteR) ern'V&b,ceECLcO11 5 rMCEb IKCSIbE• or,*'c 4-- 5El4ct . Loi IS Y fc'wr • a- rect D lenV re's -Math Ey pctn Pa PWNf /K'%' 4 Fie Op t0�-lY is «.eiT Gunen mob -- sObs p.Llt!R V 1/MeTi<TK7iv3 c-7rt occoe , G. ENGINEER'S CERTIFICATION ; oK7S F -Jae 1 * �amc Ficus tFarscR?CCcb a.;? -ac? 1 certify that 1 have determined thro •h field inspections and • a r • # # ti� i O review of Municipal records hat th above syst • s :re , AY,ct. 6,' • . ,,�, conformance with MOA COS gulch- nesct • date. 1./ r_. �// °a Engineer's Printe• Na moi►/ e• ••" - •;k. a " �JgDate 2gI ° •��. i':afa COSA Fee $ Waiver Fee $ 44..,--2 Date of Payment Date of Payment Receipt Number Receipt Number (Rev. 11/05) Municipality of Anchorage Development Services Department Building Safety Division On -Site Water and Wastewater Program 4700 Elmore Street P.O. Box 196650 Anchorage, AK 99519-6650 www.cianchorage.ak.us (907)343-7904 ADVISORY This office has been made aware of a well system and/ or septic system that may be located in a utility easement. (See Alaska State Code Sec 18.60.670 regarding prohibited actions with the easement.) Matanuska Electrical Association has stated in Management Policy NO 703-54, Easement Encroachments, that they will not issue letters of non -objection. The buyer of this property must be made aware that these systems may have to be relocated at anytime. This advisory must be attached to all copies of the subject Certificate of On -Site Systems Approval. 11/10/2008 11:44 907-761-9322 MEA ENG ROW PAGE 01/01 • � cher fa y RICHT-OF-WAY FA$E �� l h Birchwood Lot 17 B 4.°)..'-. P tooii ALL MEN BY THESE PRESEN�TTS. that (I) (SIE) the unddIt2Ygneh (unmarried) (husband and wife for a good and valuable consideration, the receipt whereof in hereby acknowledged. do hereby grant unto the MATANUSICA ELECTRIC ASSOCIATION, Inc. a cooperative corporation (hereinafter called the "Cooperative"), whose poet office address is Palmer, Alaska, and to the successors'or assigns, the right to 'enter upon the lands of the under- signed, situated in the Third Judicial Division, Territory of Alaska, and more particularly described as follows: A tract of land approximately 7 5 acres in area, described as .1 derl. 4 /t - being in Section 17 Township. /s',t Range /LC/ ('Lam) (West) of the Seward Meriden, and to construct, operate end maintain on the above-described lands and/ or in or upon all streets, roads or highways abutting said lands, an electric transmission or distribution line or system, and to cut and trim trees and or shrubbery that may interfere with or threaten to endanger the operation and maintenance of said line or system. The undersigned agree that all poles, wires and other facilities, including any main service entrance equipment, installed on the above- described lands at the Cooperative'• expense shall remain the property of the Cooperativs,.removable at the option of the Cooperative, upon termi- nation of service to or on said lands. The undersigned covenant that they are the owners of the above described lands'ade that' the said lands -are free and clear of encumbrances and liens of whatsoever character except those held by the following persona: IN WI SS WHEREOF the undersigned have set their hands and sears this % day of.er) 19 "'-R Signed, Sealed and delivered in the presence of: 0 / • 7_�� UNITED STATES OP AMERICA)ss TERRITORY Or AIASEA THIS IS TO CERTIFY that on this/ 7- da* before ma, the undersigned, a Notary Public in and for the Territory o Alaska, personally appeared. L.S.) L.S.) RECORDED --f D 3 �" �^•t RLC. DIST. DAT 17 TIM c.,.m.r,d by—.211.�[1-�Ar•--� Addeo 'mach to me personally known and to me known to be the individuals) described/ in and who executed the foregoing instrument of writing and each acknowledged to mn that he/she signed and sealed the same freely and voluntarily for the uses and purposes therein mentioned. IN WITNESS WHEREOF, 2 have hereunto eat my hand end affixed my seal on the day and year in this certificate first above written. Ix fok� "St' ... � l!2 /J )Iot r Publ 'kb, commission expires 6 ,/3 S&S engineering R.E.17909 Werre ARCTIC PUMP & WELL. INC. Jim Sullivan PO Box 770197 Eagle River, AK 99577 (907) 688-25/0 (907) 258-2510 On 9-23-08 I performed a well survey on this property after removing the pump drop pipe wire and all hardware. 34' static 9' B-10 pitless adapter 62' deep 51' Dempster pump mod LBF2-50-S2 Date code 2003 40' + casing depth without perforations After reinstalling all material I chlorinated and flushed well Thanks, Jim Sullivan 7-76-41 R(w sic. Iq L9 057-agl-0 c Arctic Pump B Well, Inc. Page 1 of l