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TERRACE HEIGHTS BLK 1 LT 10
Terrace 'D Heights Block 1 Lot 10 #017-074-25 Unicipali 0111,,,!1D__1T of Anchorage P.O. Box 196650 e 4700 Elmore Road Anchorage, Alaska 99519-6650 a (907) 343-7904 e Fax (907) 343-7997 http://www.muni.org/Onsite Development Services Department On -Site Water and Wastewater Section �Ncnt Department ** x* VARIANCE/WAIVER REVIEW x x x x Waiver#: OSV191047 COSA#: Permit#: PID#: 017-074-25 Legal Description: Terrace Heights Block 1 Lot 10 Engineer: Pannone Engineering Services Applicant: Shawn & Joscelyn VanDuren Your request for a waiver of the required 25 feet horizontal separation from a curtain drain to the private well has been approved. The approved separation distance is 13.0 feet. See engineer's waiver request for justifications. This waiver approval applies to the proposed curtain drain only. Any future upgrade will require all separation distances be met or another approval from this department. Waiver is Granted: X Waiver is not Granted.- ranted.Date: Date:--Cola rJ)Iq Approved by:do,�Ofj_ Name of Reviewer **** VARIAN C E/WAIVER REVIEW **** Pannone Engineering Services uc Steven R. Pannone, Principal Registered Professional Engineer E-mail: steve(@panengak.com April 24, 2019 Municipality of Anchorage Development Services Department On -Site Water & Wastewater Program 4700 Elmore Road P. 0. Box 196650 Anchorage, Alaska 99519 Subject: TERRACE HEIGHTS B1 L10 Well to Curtain Drain Waiver Request Ladies and Gentlemen: I am writing to request a separation distance waiver between an existing private well and a proposed curtain drain. AMC 15.55.060, B., Table A-1 shows a required separation distance of 25' for a will to a curtain drain. Currently the well is approximately thirteen feet (13') to the northeast of the foundation of the existing single-family dwelling. The recent earthquake caused the soils surrounding the well casing and home to settle approximately six inches (6"). The topography of the lot slopes down from the north to the south and this settlement increased the overall grade and flow of groundwater towards the foundation. As a result, groundwater is collecting and penetrating into the crawlspace for the home and a footer/curtain drain is a necessity for dewatering that space. The intent is to install a footer/curtain drain at the base of the foundation wall to capture and move the water away from the home. The proposed footer/curtain drain will have no impact on the water quality of the well. The well has a total depth of eighty feet (80') with a static water level of thirty-eight feet (38'). The soils are tight silts and silty gravels as a confining layer protecting the drinking water source; also, the drain will further de -water the surface layers in the area. As a result, we would like a waiver for the separation from the footer/curtain drain to the well to thirteen feet (13') Granting this waiver will not pose a threat to the safety of this lot or the surrounding lots. Please contact me if you have any comments or concerns. Sincerely, Steven R. Pannone, P.E. Owner/Civil Engineer April 24, 2019 Anchorage Mailing: P.O. Box 100217, Anchorage, AK 99510-0217 Palmer Mailing: P.O. Box 1807, Palmer, AK 99645 Telephone: (907) 745-8200 FAX: (907) 745-8201 N M 0.1 ui O O O C? 1 S rr,C ,ri, i S89054'00"E 37.812 f `J C� COX DPIVE P..11' .: RG.t".CRC D, OTHER-THAW.- ON r,r � f'dtJi SH011, 4J HEREON, to ;.5-12, PG 63 HE j 00, 00 40 µ �`s� • • 3255 - 5 •'. `tee • ... • 's��a ..► RE:'ISEO 341.16, 3.15-16r i,V AS-eUILT ?1Q CORNERS S HIS DATE namoy xCmry mat t have eeriormec a Nlcrt�age�e'S ;nspe;t;on atthafolitrr:in d+ssrihedpro �rt4 LOT 10 C�Lni;K me :omga Rex- ld no Prec•rict, Alaska, and teat thz fr~prp'. encs situated the.eon are wi:hr, the pracry (yes and do ; o; ov_:iv� ar e.ncrotxCh cn !Po prep". ?ji° g "Ir:ont thereto, t".at ns impmvelnur.ts on the property I;:ing edj,-=ant thereto e: crceoh on the premisa" In q�3sfncn and that thor© are no •aa:fways, I.ammimion 96or other visibie easevents on pr• ,-egy exCspf a3 tncicaterJ hereon. Oxed at Anchorage, A;zsiJ this 7th day- JANUARY ,2016 RED'NAL XT to & AS SOC b%7=, 5 c:nE�l;r�4�s anL Serveyo;s (907-248.1866) ti! -lipt4 t cc ci [ p u,rt16 q-. {y w z O ti Cl)O co n J _l z N M 0.1 ui O O O C? 1 S rr,C ,ri, i S89054'00"E 37.812 f `J C� COX DPIVE P..11' .: RG.t".CRC D, OTHER-THAW.- ON r,r � f'dtJi SH011, 4J HEREON, to ;.5-12, PG 63 HE j 00, 00 40 µ �`s� • • 3255 - 5 •'. `tee • ... • 's��a ..► RE:'ISEO 341.16, 3.15-16r i,V AS-eUILT ?1Q CORNERS S HIS DATE namoy xCmry mat t have eeriormec a Nlcrt�age�e'S ;nspe;t;on atthafolitrr:in d+ssrihedpro �rt4 LOT 10 C�Lni;K me :omga Rex- ld no Prec•rict, Alaska, and teat thz fr~prp'. encs situated the.eon are wi:hr, the pracry (yes and do ; o; ov_:iv� ar e.ncrotxCh cn !Po prep". ?ji° g "Ir:ont thereto, t".at ns impmvelnur.ts on the property I;:ing edj,-=ant thereto e: crceoh on the premisa" In q�3sfncn and that thor© are no •aa:fways, I.ammimion 96or other visibie easevents on pr• ,-egy exCspf a3 tncicaterJ hereon. Oxed at Anchorage, A;zsiJ this 7th day- JANUARY ,2016 RED'NAL XT to & AS SOC b%7=, 5 c:nE�l;r�4�s anL Serveyo;s (907-248.1866) Inspection Report_1-1-12.doc Municipality of Anchorage Community Development Department Page 1 of 3 On -Site Water and Wastewater Program 4700 Elmore St. • P.O. Box 196650 Anchorage, AK 99519-6650 • http:/Avww.muni.org/onsite • (907) 343-7904 ON-SITE WASTEWATER INSPECTION REPORT Permit Number: OSP151300 PID Number: 017-074-25 ❑✓ New ❑ Upgrade Name: Eric Trevithick ABSORPTION FIELD ❑ Deep Trench ✓❑ Shallow Trench E] Bed E] Mound Address 8021 Cox Drive Anchorage, AK 99508 ❑ Other Phone Number of Bedrooms Soil Rating Total depth from original grade 345-1400 4 2.0GPD1SF 7.6 Ft. LEGAL DESCRIPTION Depth to pipe invert from original grade 3.6 Ft. Gravel depth beneath pipe 4.0 Ft. Subdivision Block Lot Terrace Heights 1 10 Fill added above original grade 1.5-2 Ft. Gravel length 46 Ft. Township Range Section Gravel width 5Ft. Beds: Number of Lines Distance between lines Ft. SEPARATION DISTANCES To Septic Absorption Holding Sewer Total absorption area Number of trenches Dist. between trenches From Tank Field Lift Station Tank Line 460 Ftp One Ft. well >100' >100' >100' >75' >25' TANK I] Septic ❑ S.T.E.P. ❑ Holding ❑ Other Manufacturer Advantex/Anchorage Tan k/Orenco Capacity I 1,5000al. Surface water >100' >100' N/A N/A Material Number of compartments Lot Line >5' >10' N/A N/A FAP/Fiberglass Two NA Foundation >5' >10' N/A N/A LIFT STATION Manufacturer Capacity Gal. Curtain Drain None Noted Pump on level at Pump off level at High water alarm at Remarks in. in. in. Pump make and model Electrical Inspections performed by MOA/Vannoy Electric PIPE MATERIAL Housetotank D3034 Tankto D3034 drainfeld Installer Alaska General Industries Drainfield F810 CO/MT D3034 Inspector MEA BENCHMARK (Assumed elevation) 100.0ft Inspection �, 1 10/9/15 10/9/15 Location and description dates: _ 2� Garage Slab. 3" 4,„ COMMUNITY DEVELOPMENT DEPARTMENT APPROVAL Conditional Approval: Date " C)�P•. w* : 49TH d � MICHAEL •E •ANDERSON CE - 4381 W 3 /(, �1"R Approved Date $ ESSOOe'' Inspection Report_1-1-12.doc PID No.: 017-074-25 A 8 MH1 32.2'57.2' MH2 43.3' 65.8' M1 49.4' 65.8' C4147.2'164.2' C5 72.7' 69.0' LOT 9 Municipality of Anchorage Permit Number: OS P151300 DEVEOPMENT SERVICES DEPARTMENT Page 2 of 3 4700 Elmore Road Anchorage, AK. 99519-6655 - 343-7904 TERRACE HEIGHTS SUBDIVISION LOT 10, BLOCK 1 20,3 27 S.F. -� Lot 11 Lot 12 S89054'00"E 87.81 / 10' Utility Easement Existing Well I nFour�B�ed�rom MNW Z MT Lot 7 �^— Existing Septic System MH2 \ \ 2cof C4� ❑ ®IH1 cs Site / S89°54'00"E 87.812 I \ O P09 co / COX DRIVE _ \ PLAN AS BUILT Existing Well a SCALE 1"=40' Lot 6, Block 2 Grecian Hills l LEGEN M1 Monitor Tube FCO – Foundation Clean Out TH – Test Hole C4 – Clean Out 2CO – Double Cleanout MH – Man Hole 4E 49th MICHAEL E. ANDERSON . No. cE-4381 0 I LOT BLOCK 1 GAN RA I HILLS /❑ �^— Existing Septic System MH2 \ \ 2cof C4� ❑ ®IH1 cs Site / S89°54'00"E 87.812 I \ O P09 co / COX DRIVE _ \ PLAN AS BUILT Existing Well a SCALE 1"=40' Lot 6, Block 2 Grecian Hills l LEGEN M1 Monitor Tube FCO – Foundation Clean Out TH – Test Hole C4 – Clean Out 2CO – Double Cleanout MH – Man Hole 4E 49th MICHAEL E. ANDERSON . No. cE-4381 0 Municipality of Anchorage DEVEOPMENT SERVICES DEPARTMENT 4700 Elmore Road Anchorage, AK. 99519-6655 - 343-7904 Page 3 of 3 On -Site Wastewater Disposal System or Well Inspection Report Permit Number: OSP151300 PID No. 017-074-25 98.7 N O 0 Finished Grade Existing Grade 1,500 Gallon Advantax Tank 92.0 P N 93.5 85.0 95.0 Fa:sM1etl Gztle Esislnp Gretle G l Fabdc 89.9 Drainfield Rods 89.9 85.9 81.5�water �� 46' (french Length)) 79.5 No Ground - 5 -19-15 PROFILE AS -BUILT Scale: NONE.. . ........... �!,�L1i. MICHAELE•ANOERSON,i`�'•� MUNICIPALITY OF ANCHORAGE DEVELOPMENT SERVICES DEPARTMENT/ON-SITE WATER AND WASTEWATER PROGRAM 4700 ELMORE ROAD, ANCHORAGE, AK 99519-6650 SOILS LOG - PERCOLATION TEST PROJECT #: _ PERFORMED FOR: DATE PERFORMED: 5/12/15 1 LEGAL DESCRIPTION: Lot 10, Block 1. Terrace Heights Subdivision I TEST HOLE # 2 SLOPE SITE PLAN e �. 0G/01- . G/OL Silty Gravel GW/GM m WAS GROUNDWATER ENCOUNTERED? No S NET TIME L IF YES, WHAT DEPTH? 0 3:05 P DEPTH OF WATER None AFTER MONITORING: E DATE: 5/19/15 See Site Plan READING DATE GROSS TIME NET TIME DEPTH TO WATER NET DROP 1 5/12 3:05 0.50" 2 3:35 30 1.00" 0.50" 3 3:36 0.38" 4 4:06 30 0.88" 0.50" 5 4:07 0.50" 6 4:37 30 1.00" 0.50" PERC RATE: 60. MIN./INCH PERC. HOLE DIAMETER: 6„ TEST RUN BETWEEN 4.0 FT. AND 5.0 T. COMMENTS: Test Hole Pre Soaked Prior To Percolation Test. If�ii' : • : � � :1'�ri9.1 I, MICHAEL E. ANDERSON, CERTIFY THAT THIS TEST WAS PERFORMED IN ACCORDANCE WITH ALL STATE AND MUNICIPAL GUIDELINES ON THIS DATE: 3/15/16 Municipality of Anchorage Community Development Department sDevelopment Services Division �r. P.O. Box 196650 - 4700 Elmore Road Anchorage, Alaska 99519-6650 Info and Help: (907) 343-8211 INSPECTION: Voice: (907) 343-8300 Fax (907) 249-7777 3/11/2016 Inspection Report License/AP#: EIS -1937 Parent AP#: Inspection #: 398118 Type: RES Status: Issued Address: 8021 COX DR Parcel: 01707425000 Inspector: Mike Green Project: Resp Party: Descr. Child of Bldg App RIS-2213PRE APPROVED From R15 1819 reviewed Wehr on 15 New single family home Living 2621 sq ft Garage 752 AJC - Address:Anchorage, AK, 99516 Inspection Item Item Description Evaluation ElceFin Final Electrical Partial Result Notes: Conditional electrical final approved until 6/1/2016. 03/11/2016 EF1 Transfer Correct Below Loction: Well circuit. Notes: Needs to be burried. Call for inspection before cover. docrzv-int40527001 Page I of 1 Development Services Department (Building Safety Division On -Site Winter &Wastewater Program 4700 Elmore Rood P.Q. Box 196650 Mark'Begich Anchorage, AK 99507 Mayor w .munixru/onsite (907)343-7904 �(P mp Installation Log Well Drilling Permit Number: Siad l Y Date of Issue: Parcel Identification Number: Legal Description Property Owner Name & Address: �p,c- lire- ( 30!!e\� • Pump Installation Date: Pump Intake Depth Below Top of Well Casing: 70 feet Pump Manufacturer's Name: & r" Pump Model: /o 9� d 7 D Pump Size ,Yl hp Pitless Adapter Burial Depth: 10 feet Pitless Adapter Manufacturer's Name: 8_10 Pitless Adapter Installer: hek� Well Disinfected Upon Completion? X Yes l No Method of Disinfection: Comments: 3g' Sk,n i L wvn tdl u/0 /05Q"rt 16r 'k -b t.. Pump Installer Name: �N✓ a 1 7 Attention: The pump installer shall provide a pump installation log to the DSD within 30 days of pump installation. On -Site Wastewater Disposal System Permit 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 Permit Number: OSP151300 Tax Code Number: 01707425000 Work Type: Septic Initial Permit Effective Dates: August 28, 2015 to August 27, 2016 Design Engineer: ANDERSON ENGINEERING Subdivision: TERRACE HEIGHTS Site Legal Address: TERRACE HEIGHTS BILK 1 LT 10 G:2940 Owner/Address: TREVITHICK ERIC 3121 LATOUCHE ST ANCHORAGE AK 995080000 Site Mailing Address: 8021 COX DR, Anchorage Lot Size in Sq Ft: 20372 Total Bedrooms: 4 This permit is for the construction of: Y Disposal Field Y Septic Tank N Holding Tank N Privy N 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 By Issued By: MUNICIPALITY OF Community Development Department Development Services Division On -Site Water & Wastewater Program ON-SITE SEWER/WELL PERMIT Parcel I.D. 017-074-25 Property owner(s) Eric Trevithick Mailing address 3121 Latouche Street Anchorage, AK 99508 Day phone 345-1400 Site address NHN Cox Street Anchorage, AK 99516 Legal description (Sub'd., Block & Lot) Terrace Heights, Block 1, Lot 10 Legal description (Township, Range & Section) Lot Size 20,372 Sq. Ft. Number of Bedrooms Four (4) APPLICATION IS FOR: APPLICATION IS AN: TYPE OF DWELLING: (® all that apply) Absorption Field Initial 0 Single Family (SF) El (w/wo ADU) Septic Tank ElUpgrade F-1Dupiex (D) ElHolding Tank ❑ Renewal F-1 Multiple Dwellings ❑ Privy ❑ (SF and/or D) Private Well ❑ 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. (Signature of property owner or authorized agent) Permit/Rush Fees: T` Date of Payment: Receipt Number: Permit No. Permit App_9-1-12.doc Waiver Fees: Date of Payment: Receipt Number: Waiver No. ANDERSON ENGINEERING P.O. BOX 240773 ANCHORAGE, AK 99524 522-7773 677-7766 FAX August 27, 2015 Municipality of Anchorage Development Services Department On -Site Water and Wastewater Program 4700 South Bragaw Street Anchorage, AK 99519-6650 Subject: Lot 10, Block 1, Terrace Heights Subdivision Septic System Design and Permit Application Impacts to Adjacent Properties Dear Onsite Services Engineer The owner of Lot 10, Block 1, Terrace Heights Subdivision intends to construct a fou bedroom home on the lot. A private well is currently in place on the lot. We are therefore requesting a permit be issued for the construction of a new septic system to accommodate the home. The attached Site Plan and backup documentation identify the location and configuration of the existing well and those in the area along with the proposed new system. No conflicts exist between the proposed well and septic system and wells or septic systems on adjacent lots. Drainage arrows are shown on the site plan showing the grade and direction of flow on the lot. The drainage pattern will not be changed as a result of this project. The only available area for the new system in located as shown on the plan due to the presence of wells on this and adjacent lots. We are therefore proposing to place an Advantex Treatment System with a 40'x 5' wide by 4' effective depth absorption trench. The distribution line in the trench will be placed at 1' below the existing surface and the total depth will be 5'. A minimum of 2' of fill with 2" of insulation will be placed over the trench and 4' over the septic tank. The test hole placed on the lot in the area of the absorption trench indicated the presence of silty sand with some gravel (SM/ML). The percolation rate of the material was determined to be 60 minutes per inch. No groundwater was found during the placement of the test hole and none developed during the monitoring period. An application rate of 2 gallons per day per square foot was used in the design of the absorption system. The ground surface on the lot in the area of the absorption trench slopes at a shallow grade to the southwest. The new trench will be constructed parallel with the contours of the slope as much as possible in conformance with Municipal requirements. The new Lot 10, Block 1, Terrace Heights Subdivision August 28, 2015 Page Two septic system will be constructed a minimum of 100' from all wells and any surface water and 10' the proposed and existing water services in the area. If the system is constructed in accordance with our design the following statements apply: 1. The system, if constructed as designed, will have no adverse impact on the wells in the area or those to be constructed in the future. 2. The system, if constructed as designed, will have no adverse impact on existing septic systems in the area or those to be constructed in the future. 3. The system, if constructed as designed, will have no adverse impact on reserve space, either surface or subsurface, on any lots located in the area. 4. The system, if constructed as designed, will have no adverse impact on drainage patterns in the area. The current drainage pattern will be maintained. Sincerely, Michael E. Anderson, P.E. Attachments Tom,:•` ,S P• •49th _ /^1 A MICHAEL E. ANDERSON I I i I I i I I I 4 Ld 12 11 7 6 5Ld c ,C/� Exiaugg Well YI' FxiBrng Well I F I 2 / Q / 10 XJ E.4 W.11 Well II 9 \ \ 10 \ 9 \ i aiatiog Wd w �/ \ / \ /-- \ o Exleting Well I i � C DRI -VE / 1 1 i *Uig Well 1 ® Etieting Well Existing Well I 1 /I 7 \\ 6 5\4 3 / y� 2 1 - � I I I I I 1gIWll Eaml LOT 10, BLOCK 1 TERRACE HEIGHTS SUBDIVISION AREA MAP SCALE 1" = 100' TERRACE HEIGHTS SUBDIVISION LOT 10, BLOCK 1 20,372S.F. Lot 11 ^69 Lot 7 /Lot 12 S89*54'00"E 87.81 10'Easement Existing \ell LOT 10 Lot 8Grecian Hills Subd. Four.droom LOT 9 mY LOT 9 NOTE: CN0 2 GRECIAN HILLS All Well Radii in the Area to be Staked by a Registered Land Surveyor Prior to o W Construction. W LEGEND Asphalt f`r> o 0 MH MT Monitor Tube FCO Foundation Clean Out MH O..},_ ^� °".=._iA" .;.r`7. Z TH — Test Hole CO — Clean Out 1,500 GallonMH — Man Hole Advantex Septic Tank w/Add On Lift Station 40' Long x 5' Wide T x 4' Effective Depth .9 Absorption Trench .0 Si 87.812 'KIIIIIIII111% OX DRIVE '91*74 .......... 1, $, NOTE: Na Areas of Excessive Slope or Surface Water are Within 100' of 49th Any Part of the New Septic System. 0 ...... ............................. ..... MICHAEL E. ANDERSON SITE PLAN No. CE -4381 Existing Well H -t SCALE 1 40' LOT 10, BLOCK 1, TERRACE HEIGHTS SUBDIVISION DESIGN FACTORS: SYSTEM REQUIREMENTS Four Bedroom Home 5' Wide Trench System Perc. Rate: 60 Min./Inch Four Bedroom Advantex Treatment System Application Rate: 2 GPD/SF with AX -20 Pod w/Add On Lift Station 4' Drainfield Rock 4 Bedrooms * 150 GPD/Bedroom = 600 GPD 600 GPD/2 GPD/SF/5 SF (Width)*.5 (Red. Factor) = 30 LF Trench Length THEREFORE: Construct a 40' Long x 5' Wide x 4' Effective Depth Absorption Trench. Flow Line Elevation in Trench to be 1' Below Original Ground Surface. Total Depth to be 5' Below Existing Ground. Provide 2" of Insulation and 2' Cover Over Absorption Trench and 4' Cover Over Septic Tank. Gravity Flow From Pod to Absorption Field. 17.1 91 6" O 1" Perforated PVC (Holes Down) 30 - 3/16" Diameter Holes @ 1.3' Spacing 4' Drainfield Rock 5' TYPICAL 5' WIDE TRENCH SECTION ��,�� oF••,o (NO SCALE) ••`;� ......... 1(q. NOTE: Grade Area Over Trench to Drain Away. :;` Minimum 6' Separation From Bedrock. 49th Minimum 4' Se aration From Groundwater. • p •.....:................. Minimum 100' Separation From Private Wells in the Area. ��; MICHAELE ANDERSON Minimum 100' Separation From Surface Water or Streams: No. DE -438, 1 2 3 4 5 6 7 8 9 14 15 1E 17 18 MUNICIPALITY OF ANCHORAGE DEVELOPMENT SERVICES DEPARTMENT/ON-SITE WATER AND WASTEWATER PROGRAM 4700 ELMORE ROAD, ANCHORAGE, AK 99519-6650 SOILS LOG - PERCOLATION TEST PROJECT #: PERFORMED FOR: Jay Joy DATE PERFORMED: 5/12/15 LEGAL DESCRIPTION: Lot 10 Block 1 Terrace Heights Subdivision TEST HOLE # 1 SLOPE SITE PLAN OG/OL n ea Silty Gravel d GW/GM a. 0 am BOH 4Ld 49th See Site Plan WAS GROUNDWATER ENCOUNTERED? No S NET TIME L IF YES, WHAT DEPTH 0 1:09 P DEPTH OF WATER None AFTER MONITORING: E HIMAEL E. ANDERSON No. EE -1381 DATE: 5/19/15 READING DATE GROSS TIME NET TIME DEPTH TO WATER NET DROP 1 5/12 1:09 1.38" 2 1:39 30 1.88" 0.50" 3 1:40 1.25" 4 2:10 30 1.75" 0.50" 5 1 1 2:11 1 1 1.13" 6 2:41 30 1.63" O.So" PERC RATE: 60 MiN./INCH PERC. HOLE DIAMETER: 6" TEST RUN BETWEEN 4.0 FT. AND 5.0 T. COMMENTS: Test Hole Pre Soaked Prior To Percolation Test. TEST PERFORMED BY: WR I, MICHAEL E. ANDERSON, CERTIFY THAT THIS TEST WAS PERFORMED IN ACCORDANCE WITH ALL STATE AND MUNICIPAL GUIDELINES ON THIS DATE: 8/27/15 August 3, 1977 076540 Mitchell F. Benedetti 801 West 20th Avenue. Anchorage, Alaska 99501 Subjects Permit Expiration Dear Mr. Benedettis A permit issued by this department for well and/or on-site sewer installation on Lot 10 Block 1 Terrace Heights suadivision has expired since the issue date exceeds one (1) year. In the event you still plan to install the well and/or on- site sewer system, a new permit is required. The original soil test may be used to obtain a current permit. If the well has been drilled, a well log should be sent to this department to document the installation date. If you have any questions regarding the above matter, please do not hesitate to contact this office immediately at 279- 2511, extension 224 or 225. Sincerely, Les 27. Buchholz, R.S. Sanitarian zim.l jh riL1rJ I C I FBF_ I T'T CDF FirJCHr^ FtGE / DEPARTMENT Or HEALTH AND ENVIRONMENTAL F..JECTION 2515 E. TUDOR RD., ANCHORAGE, AK. 99507 276-2221 r• -«tel • C3rJ— I TE - E4JEFZ F= E=FZrl I T PERMIT NO. C 76540 ) APPLICANT jlTQHELL F BENEDETTI 601 W 20TH 272-4093 LOCATION COX DRIVE LEGAL L1O B1 TERRACE HTS SUB LOT SIDE 20372 SQUARE FEET TYPE OF SOIL ABSORBTION SYSTEM IS: TRENCH MAXIMUM NUMBER OF BEDROOMS = 3 THE REQUIRED SIZE OF THE SOIL ABSORPTION r�EF'TH= 1Z5_ S LErJCiTH= THE LENGTH DIMENSION IS THE LENGTH 0n THE DEPTH OF A TRENCH OR PIT IS THE DI GROUND AND THE BOTTOM OF THE EXCAVATIO THERE IS NO SET WIDTH FOR TP_FJ i THE GRAVEL DEPTH IS THE JIIFJIF J 1 D TH AND THE BOTTOM OF THE SON C J F No (SQ FT/BR)= 250 EN vFE ) OF THE TRENCH OR DRAINFIELD. RN BETWEEFJ THE SURFACE OF THE CIN EET). F> FA Cl U& F1GE F"L_F1tJT F<ECk LJ I OpEwE> EITHER A CLAUS I OR II A CONTINUOUSIPAINTENANCE AGREEMENT IS JOT KEPT CU ABSORPTION SY •TEN AND/OR IF A CLASS I SNSTEM IS IF A CLASS II YSTEM IS ,BACKFILLING OF ANY JQYSTEM WIT DEPARTMENT WILL BE 5V8JECT TO BETWEEN THE OUTFALL PIPE MAY BE INSTALLED. REEM JT IS REQUIRED. IF A MAINTENANCE NT YO AY BE REQUIRED TO ENLARGE THE SOIL U MAY BE SUBJECT TO PROSECUTION. THE LENGTH IS Z;. O FEET. THE LENGTH IS 41.0 FEET. T FINAL INSPECTION AND APPROVAL BY THIS OSECUTION. MININUM DISTANCE BETW EN A IJEL AND ANY ON-SITE SEWAGE DISPOSAL SYSTEM IS 100 FEET FOR A PRIVATE JELL 04 1200 FEET FOR A PUBLIC WELL. SPECIFICATIONS AND CONSTRQCIION DIAGRAMS ARE AVAILABLE TO INSURE PROPER INSTALLATION. F'EF=.r'F I T ',r nL I C• F= 0F: IQrJE 'z EF1Fz F= FSC}M I _�71uE 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 IFN ACCORDANCE WITH THE CODES. 3: I UNDERSTAND THAT THE ON-SITE SEWER SYSTEM MAY REQUIRE ENLARGEMENT IF THE RESIDENCE IS REMODELED TO INCLUDE MORE THAN 3 BEDROOMS. �l S I GFJED : _ fiG-Q_�_�x"�'---------------- APPLICANT MITCHELL F BENEDETTI ISSUED BY__LJ_l. y-�o -is 4b S 1 - �pcc� RANCHORAGE FAIRBANKS co�suc.•r�vrs, tic. JUNEAU 249 EAST 51ST AVENUE • P•O. 50K 6057 • ANCHORAGE. ALASKA 99503 • TFLEPHONE 907.279-0457 • TELEX090-35419 May 17, 1976 R & M No. 656237 Mr. Mich Benaditte 801 W. 20th Anchorage, Alaska RE: Test Hole and Soil Log Report for Sanitary System Lot 10 Terrace Subdivision No. 2 11.4. 'N IS Dear Mr. Benaditte: We are submitting herewith the boring logs, percolation results and our comments reqarding soil conditions encountered at the subject site. This investigation was performed in accordance with your request of May 11, 1976, and those procedures outlined in a letter dated July 15, 1976 by Mr. Rolf Strickland of the Municipality of Anchorage, Department of Environmental Quality. A single test hole was put down within the Lot 10 area for the purpose of defining gneeral subsurface soil conditions and conducting percolation tests for the proposed sanitary system. Excavation was accomplished with a tractor -mounted auger type drilling rig and the test hole was extended to a total depth of 20 feet below ground surface. The final log prepared for the test hole has been included in Drawing A-01. Ground water was not encountered in the test hole. We appreciate being given this opportunity to be of service to you. Should you have any questions with regard to the above, please do not hesitate to contact us. very truly yours, R & M CONSULTANTS, INC. James oney (e Vice President JWR/PJ/pe xc: Municipality of Anchorage / / d GX� '00 / � COX DRIVE Log Represents Location of Test Hole Lot 10 Terrace-Subdivi§ion M� SANDY SILT W/TRACE - SOME GRAVEL - SILTY SAND (ML SM)' (260) 15.5' SILT W/TRACE SAND 0.0' (ML) ORGANICS (PT) , Log of Test Hole GRID: CKD� PJ SILTY ORGANICS (PT) 2.U�'r ;''•`:� SANDY SILT W/TRACE No Water Table Anchorage, Alaska GRAVEL (ML) SCALE= 10-30 , �• � , 3.5'. t u; SANDY SILT - SILT W/SOME SAND (ML) 7.0' i SANDY SILT W/TRACE - SOME GRAVEL - SILTY SAND (ML SM)' (260) 15.5' SILT W/TRACE SAND (ML) r.e. DWN��) Log of Test Hole GRID: CKD� PJ ri Mich Benaditte pROJ.NO. 6 7 DATE: 5=17-76 No Water Table Anchorage, Alaska DSMG.NQ A-01 SCALE= 10-30 , P&pACONmULTANTSONC. t u; r.e. DWN��) Log of Test Hole GRID: CKD� PJ ri Mich Benaditte pROJ.NO. 6 7 DATE: 5=17-76 w) Anchorage, Alaska DSMG.NQ A-01 SCALE= 10-30 , P&pACONmULTANTSONC. TIME 8:45 8:46 8:47 8:48 8:49 8:50 8:55 9:00 9:05 9:10 9:15 — 9:20 9:25 9:30 9:35 9:40 9:45 PERCOLATION TEST MICH BENADITTE R & M NO. 656237 ELAPSED TIME 0 1 1 '1 1 1 5 5 5 5 S 5 5 5 5 5 60 Minutes n DROP INCHES 0 1/2 1/4 0 1/4 0 3/4 1/2 1/4 1/2 - — 174 �- 1/4 1/4 1/8 3.16 1/8 . 1/8 4.25 Drop Inches � 30/ April 29, 1977 #76013 Mitcholl Benedetti 601 West 20th Avenue Anchorage, Alaska 99503 Subjects Permit Exctntion Dear Mr, Benedetti: A permit issued by this department for well and/or on-site eerier installation on Lot 10 Block 1 Terrace Heights Subdivision. has expired since the issue date exceeds one (1) year. In the event you still plan to install the well and/or on-site sever system, a new permit is required. The original coil test may be used to obtain a current permit. If the well has been drilled, a well log should be sent to this department to document the installation date. If you have any questions regarding the above matter, please do not hesitate to contact this office immediately at 279-2511, extension 224 or 225. Sincerely# Les N. Buchholz, R.S. Sanitarian mB.1jh - - j /*4_ MLJt11 I C I 1yFIL I TY (D F= F=lr_j i0FcF=l GE DEPARTMENT OF HEALTH AND ENVIRONMENTAL PROTECTION 2510 E. TUDOR RD., ANCHORAGE, AK 99507 276-2221 WELL FNEF&I I T PERMIT NO.C76013) MITCHELL BENEDETTI_ 801 WEST 20TH AVE 2724093 LOCATION DEARMOUN & HILLSIDE LEGAL L10 81 TERRACE HGTS SUBD LOT SIZE 20369 SQFT MINIMUM DISTANCE FROM WELL TO ANY SEPTIC TANK/PACKAGE PLANT OR SOIL ABSORPTION SYSTEM I5 100 FT FOR A PRIVATEWELL AND 200 FT FOR A PUBLIC WELL. WELL LOGS MUST BE RETURNED TO THE DEPARTMENT WI 30 DRYS OF THE WELL COMPLETION. SPECIFICATIONS AND CONSTRUCTION DIAGRAMS ARE AV LABL TO INSURE PROPER INSTALLATION. I CERTIFY THAT I AM FAMILIAR WITH THE REQUIRI AS SETFOP.TH BY THE MUNICIPALITY OF ANCHORAGE WITH THE CODE. N SIGNED.. . ................. ISSUED BY� 5ON-SITE SEWERS AND WELLS WILL INSTALL IN ACCORDANCE 4 May 22. 1975 File: 4-1 Ray Walker POLAR REALTY 101 E. International Airport Road Anchorage. Alaska 99502 SUBJECT: Lots 9 and 10; Terrace Heights Subdivision Dear Mr. Walker: A'soils test was submitted to this department for the subject property. The tests show that thi soils are marginal)but still ac- ceptable for an on-site sewer installation on the lots. If you have any questions. please feel free to contact me at 274-4561. extension 133. Sincerely. i' Lynn ,Coad. Sanitarian LC/ko I C F \ I nL-N E RK IVC. Jt'\t>\U 249 EAST 91ST AVENUE • V.O. BOX 6037 . ANCHORAGE. At ASKA 99903 . TELEPHONE 907.279-0423 . TCIEX 090-39419 r May 15, 1975 R & M No. 562022 Mr. Ray walker I Polar Realty .101 E. International Airpo*rt Rd. Anchorage, Alaska RE: Test Hole and Soil Log Report for Sanitary System Lots 9 & 10 Tgrrace Heights Subdivision Dear fir, walker: We are.submitting herewith the test :wring results and our comments regarding soil conditions encountered at the subject site. This investigation was performed in accordance with your request of May 9, 1975, and those procedures outlined in a letter dated December 19, 1974, by Mr. Rolf Strickland of the Greater Anchorage Borough Department of Environmental Quality. A single test hole was put down within Lots 9 and 10 for the purpose of defining general subsurface soil conditions for the proposed sanitary system. Excavation was accomplished with an auger type drilling rig and each test hole was extended to a total depth of 20.0 feet below ground surface. One sample was recovered from each of the test holes and retained for grain size analysis. The results of these 'samples are enclosed. The final log prepared for the test holes has been included in Drawing A-01. Ground water was not encountered in to test hole. We appreciate being given this opcortl.nity to be of service to you. Should you have any questions with regard to the above, please do net hesitate to contact us. very truly yours, R & 14 CONSULTANTS, INC. James 41. Rooney vice -President JPJi2/sc Encl. LABORATORY TEST REPORT ®MEN Insitu Material R BM PROJECT NO. 562022 TEST ON IMMINNIMESl ®m 75:.-719 PROJECT N0. PROJECT NAME Polar Realty LAB NO. SAMPLED FROM Test Hole No. 1 SUBMITTED BY Duncan FIELD NO. 1 5-13-75 SOURCE Lot 9 Terrace Heights Subdivision DATE REPORTED MON Anchorage, .Alaska DEPTH 8-10' DATE SAMPLED 5-12-75 DATE RECEIVED 5-12-75 LOCATION mmm��ss MON GRAIN SIZE DISTRIBUTION m®���■� CLASSIFICATION mm COMPACTION ie P4551hG AS SPED UNIFIED AASHO FAA ®MEN IMEN.. MAX WET DENSITY , _ IMMINNIMESl ®m MINE MINN IME MIN o� Ron MIEN MON MIN MIN mmm��ss MON mmMIN m®���■� mm . ■����ME�MEM�MMEMIN mMIN mm■� ■���-oMEM�uNMEMEN mm �NNUMMINNERNMEAMN OWN MIN ANNE MMEM AIMMEMMEMN �ENN�����NMENNEN MMM mm M=1 IME MENMENMENNIMnN ■Mammm vMMEv�MMINAMMEMMEMN mmmEii M MMERNMEMMEMI oMM IMMEMMEMMEMNm®mm� NNMMMMMMMMMMMMNI ®mmm ■iv■mmmommmmommol --------mmm- m----■ DELETERIOUS MATERIAL MINUS W 200 MESH SOFT FRAGMEIITS COAL R UG. OR LT. WT. PART. CLAY LUSIPS STICKS 5 ROOTS FRIABLE PARTICLES SPECIFIC GRAVITY ABSORPTION FINENESS MODULUS SULFATE SOUNDNESS FREEZE-THA'.V RATIO L.A. ABRASION LOSS DEGRADATION VALUE TH.N-ELONGATEO_ ORGA:I:C COLOR_ GRAD I Enginowing �n 0801091Co1 Con:Iultanla 1 ww GwowwaS Pwlw rwHwP ALAOXA\ Juwawu MOISTURE - PERCENT LABORATORY TEST REPORT DELETERIOUS MATERIAL MINUS 4A 200 MESH SOFT FRAGMENTS COAL O LIG. 09 LT. NT. PART. CLAY LUMPS STICKS 9 ROOTS FRIA3L£ PARTICLES SPECIFIC GRAVITY A933RPTION FINE'.£53 MODULUS SULFATE SOUNDNESS FREEYF-THAW RATIO L.A ABRAS-ON LOSS OEGF'A73TION VALUE THI':-ELOh GATED _ ORGANIC COLOR _ GRAD Enejln,,�=:ring QGaofoglcal Conaulicnla TA wN CNowwa; •wIw •wNw• ALAWCA 4UNWAV Sr• MOISTURE - PERCENT Znsitu Material R&M PROJECT NO. 552022 TEST ON ��_�--MAX. Polar Realty LAB NO. 7SA-719 PROJECT N0. PROJECT NAME SWAPLED FROM Test Hole No. 2 SUBMITTED_ BY Duncan FIELD NO. 1 Lot 10 Terrace Heights Subdivision DATE REPORTED 5-13-75 SOURCE LOCATION Anchorage, Alaska DEPTH B-10' DATE SAMPLED 5-12-75 DATE P.ECEIVED 5-12-75 GRAIN SIZE DISTRIBUTION CLASSIFICATION I COMPACTION /. PASSL`IG __-AS.__l I SPEC. UNIFIED I AASHO FAA DELETERIOUS MATERIAL MINUS 4A 200 MESH SOFT FRAGMENTS COAL O LIG. 09 LT. NT. PART. CLAY LUMPS STICKS 9 ROOTS FRIA3L£ PARTICLES SPECIFIC GRAVITY A933RPTION FINE'.£53 MODULUS SULFATE SOUNDNESS FREEYF-THAW RATIO L.A ABRAS-ON LOSS OEGF'A73TION VALUE THI':-ELOh GATED _ ORGANIC COLOR _ GRAD Enejln,,�=:ring QGaofoglcal Conaulicnla TA wN CNowwa; •wIw •wNw• ALAWCA 4UNWAV Sr• MOISTURE - PERCENT __®---OPTIMUM MO,3TURE DRY DENSITY */. FRACTURE ��_�--MAX. - ®___®--- NATURAL DENSITY �mmm■■■u■■■■■■■■■■■■■■ �m■�■� .. ■■■■■■■■■�■■■■■■■■■ Gradation �®■aim ■�■■■■■■■■■■■■■■■■ ■mi■�m ■■■■■■■■■■■■■■■�■■■ m■■�■■�■■■■■■■■■m■■■■■■■■m■■m■■■■■�■ m■m■■■■■■■■■ Wmm� mmm - BRAND- . ■■ mm� ■■■■■■■■■■■■■■■■■■■ =mmm ------------------- DELETERIOUS MATERIAL MINUS 4A 200 MESH SOFT FRAGMENTS COAL O LIG. 09 LT. NT. PART. CLAY LUMPS STICKS 9 ROOTS FRIA3L£ PARTICLES SPECIFIC GRAVITY A933RPTION FINE'.£53 MODULUS SULFATE SOUNDNESS FREEYF-THAW RATIO L.A ABRAS-ON LOSS OEGF'A73TION VALUE THI':-ELOh GATED _ ORGANIC COLOR _ GRAD Enejln,,�=:ring QGaofoglcal Conaulicnla TA wN CNowwa; •wIw •wNw• ALAWCA 4UNWAV Sr• MOISTURE - PERCENT T.H. No. 1 5-13-75 0.0' .0' .5' 3.0' 20.0' T.D. No Slater Table No Water Table COTE: Test holes extended with auger type drilling unit. Test hole No. 1 Represents Lot 9 Terrace Subdivision Teat Hole No. 2 Represents Lot.. 10 Terrace Sublivision T.H. No. 2 5-13-75 i4 ORGANIC MATERIAL (Peat) = N Very Flet N N N 3 (Peat) SILT, Trace to N N Some Sand (NL) X, 0 •• Trace to Some Sand SILTY SAND • Trace to Some Gravel .e (Sti) SILTY SAND, Trace Gravel 1 (Sri) SILT, Trace to Some Sand (ML) .0' .5' 3.0' 20.0' T.D. No Slater Table No Water Table COTE: Test holes extended with auger type drilling unit. Test hole No. 1 Represents Lot 9 Terrace Subdivision Teat Hole No. 2 Represents Lot.. 10 Terrace Sublivision T.H. No. 2 5-13-75 i4 ORGANIC :LaTERIAL �- (Peat) Very Wet N N SILT, Trace to Some Sand SILTY SAND, Trace Gravel (Sri) v' SILT, Trace to Sone Sano OIL) R Engineering a Geological Consultants Inc. ANCHORAGE FAIRBANKS ALASKA JUNEAU Polar Realty Log of Test Hole Anchorage, Alaska 0.0' 2.5' 4.0' 1 14.0' 20.0' T.D. Parcel I.D. 017-0 74-25 ��E ,12016 Municipality of Anchorage On -Site Water and Wastewater Program <' (907) 343-7904 u Certificate of On -Site Systems Approval Expiration Date: 1. GENERAL INFORMATION Complete legal description Terrace Heights, Block 1, Lot 10 Location (site address) 8021 Cox Drive Anchorage, AK 99507 (�_l �-l(v Current Property owner(s) Eric Trevithick Day phone 632-2684 Mailing address 3121 LaTouche Street Anchorage, AK 99508 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: Four 4. TYPE OF WATER SUPPLY: TYPE OF WASTEWATER DISPOSAL: Individual Well . El Individual 0 Individual Water Storage ❑ Holding Tank ❑ Community Class Well ❑ Community ❑ Public Water System ❑ Public Sewer ❑ WaiverNariance request for: Received by: / Date: 3.116114 COSA to be released to the engineer, unless otherwise requested by the engineer. COSA Fee $ a 6 QI g6 Waiver Fee $ Date of Payment 311 Ll(l% Date of Payment Receipt Number 6 ,,661 (0 167 Receipt Number COSA# obc l o79 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. Name of Firm Anderson Engineering Phone 522-7773 Address P.O. Box 240773 Anchorage, AK 99524 Engineer's Printed Name Michael E. Anderson, P.E. Date 3/11/2016 .. d9TH 6. DSD SIGNATURE t t r �.......:.....o............o System #1 Approved for bedrooms �® °,MICHAEL EANpEggpN : 6 0 %°. CE -4387 System #2 Approved for bedrooms ®®�fFyF,, .5 381 Disapproved �0 4Z41®_�10� Conditional approval for bedrooms, with the following stipulations: By: Original Certificate Date: 3_l _ jh 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. COSA Checklist X Nitrate Advisory Septic System Advisory Arsenic Advisory Well Flow Advisory Other COSAbluesheel f .. c - - If more than I septic system is on the lot: COSA Checklist # _of _ Structure served by this system Certificate of On -Site Systems Approval Checklist Legal Description Terrace Heights, Block 1, Lot 10 A. WELL DATA Well type Private If A, B, or C provide PWSID # _ Date completed UNK Sanitary seal (Y/N) Y Total depth 80 ft. Cased to 80 ft. FROM WELL LOG Date of test Static water level ft. Well production g.p.m. WATER SAMPLE RESULTS: Coliform 0 colonies/100 mL Nitrate 4.07 mg/L Arsenic ND ug/L Date of sample: 2/22/16 B. SEPTIC/HOLDING TANK DATA Tank Type/Material Septic/Fiberglass/Advantex Tank size 1,500 gal. Number of Compartments 2 Foundation cleanout (Y/N) Y Depression over tank (Y/N) N Date of pumping New Pumper Construction C. ABSORPTION FIELD DATA Parcel ID: 017-074-25 Well Log (YIN) N Wires properly protected (Y/N) - Y Casing height (above ground) >181V in. AT INSPECTION 1-19-16 38 ft. 10 g.p:m. Collected by: MEA Date installed 10/9/15 Cleanouts (Y/N) Y High water alarm (Y/N) Y Date installed 10/9/15 Soil rating (g.p.d./ft2 or fe/bdrm) 2 GPD/SF System type 5' Wide Length 46 Width 5 ft. Gravel below pipe 4 ft. ee tb Total dept 11 Eff.. absorption area 460 ft2 Monitoring tube Y Depression over field N Date of adequacy test New Const. 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. Any rejuvenation treatment (past 12 mo.) (YM & type) If yes, give date D. LIFT STATION Date installed Size in gallons Manhole/Access (Y/N) "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 >100' On adjacent lots >100' Absorption field on lot >100' On adjacent lots >100' Public sewer main >75 Public sewer manhole/cleanout >100 Sewer /septic service line >25' Holding tank >75' Animal containment areas >50' Manure/animal excrete storage areas >100' SEPTIC/HOLDING TANK ON LOT TO: Building foundation >51 Property line >5v Absorption field >5 Water main >100' Water service line >10, Surface water >100' Wells on adjacent lots >100' ABSORPTION FIELD ON LOT TO: Property line >1 0, Building foundation >10 Water main >10 Water Service line >1 Surface water >100 Driveway, parking/vehicle storage >1 Curtain drain Nolle Noted Wells on adjacent lots >100' F. COMMENTS G. ENGINEER'S CERTIFICATION I certify that i have determined through field inspections and review of Municipal records that the above systems are in conformance with MOA COSA guidelines in effect on this date. Engineer's Printed Name Michael E. Anderson, P.E. Date 10/26/15 COSA brown sheet_10-10-12.doo 1,! Lot 11 I Lot 7 8423E Lot 12 S89°54'00"E 87.81 10' Utility Easement _ I Lot 9 LOT 10 a Well deck 30.0 91 LU O Co Op 'CO = O 00 y \\ Z N E 8.0 33: 6.0 \Septic u_ \ o ° S89054'00"E 87.812 I o 0 o 00 N N N COo 30.0 91 LU O t Op F Gravel \ driveway 00 y \\ Z y�c \ oa vents o \Septic V \ Septic vent S89054'00"E 87.812 I O m COX DRIVE EASEMENTS OF RECORD, OTHER THAN THOSE SHOWN ON THE RECORDED PLAT ARE NOT SHOWN HEREON. fb 15-12, PG 66 Lot 8 Grecian Hills Subd. SCALE: 1 "= 30' O O cN ,►�'N\\\\ 1 N OF A� qS 11 LU AW�%.49h C00 D t�/�%00 Zo* �A .Fred Walatka: j�i "r 3255 — 5 ••J, A • � 0Fzsslotw- +► REVISED 3-11-16, 3-15-16ew AS -BUILT NO CORNERS SET THIS DATE I hereby certify that I have performed a Mortgagee's inspection of the following described property:_ LOT 10. BLOCK 1, TERRACE HEIGHTS SUBDIVISION Anchorage Recording Precinct, Alaska, and that the improvements situated thereon are within the property lines 0 and do not overlap or encroach on the property lying t`') adjacent thereto, that no improvements on the property lying adjacent thereto encroach on the premises in question and that there are no roadways, transmission lines or other visible easements on said property except as indicated hereon. Dated at Anchorage, Alaska this 7th day of JANUARY ,2016. FRED WALATKA & ASSOCIATES BE (907-248.1866) Engineers and Surveyors ADVANCED WASTEWATER TREATMENT SYSTEM MAINTENANCE AND REPAIR AGREEMENT BETWEEN MUNICIPALITY OF ANCHORAGE AND J)ZOiAun \f0,nbVV0,(\ THIS MAINTENANCE AND REPAIR AGREEMENT made and entered into as of this �L Day of of 20118, by and between 30$Cel�A \/Qn_by Qrq I, herein the "OWNER," and the Municipality of Anchorage, herein the "MUNICIPALITY." In consideration of the mutual covenants contained herein, the parties to this Maintenance and Repair Agreement agree as follows: 1. Advanced Wastewater Treatment Systems. Municipality grants permission to Owner to utilize and operate an Advanced Wastewater Treatment System (AWWTS), described as Advantex Treatment located at (legal description). LoT W) 13LyiK I , I t2;,�q ft H0tHTS SVBpIViSIvN 2. Definitions. Alteration. Any change to the design or function of an AWWTS that includes the installation or removal of any parts, components or pieces not included in the original construction permit and design. Certificate of On -Site Systems Approval (COSA). An approval by the Municipality of existing water and wastewater disposal systems given at the time of property sale and title transfer in accordance with Anchorage Municipal Code (hereinafter, "AMC") 15.65. These approvals certify that the systems are adequate for the homes that they support and meet the codes that were in place at the time of system construction. Damage. Any man-made or natural change in a system that would inhibit the system from performing as designed. Maintenance and Repair. The scheduled and as needed replacement of existing parts, components and pieces of an AWWTS that were included in the original design which would allow the AWWTS to continue to perform as designed. Permit. An On -Site Wastewater Disposal Permit as required by AMC 15.65 to construct and operate an AWWTS. 3. Term. The term of this Maintenance and Repair Agreement shall begin on the date of approval by the Municipality to operate the installed system or issuance of a COSA, and shall continue while the AWWTS is in use or is operational or until the property is sold or title is transferred by the owner and a new COSA is issued to the new owner or transferee of the property. 4. Alterations. Installation and Removal of Additional Equipment. Prior to performing any alterations to an AWWTS, the owner agrees to obtain an On-site Wastewater Disposal Permit from the Municipality in accordance with AMC 15.65. 5. Maintenance and Repairs. A. Throughout the term of this Maintenance and Repair Agreement, the Owner shall maintain their AWWTS in a satisfactory condition capable of producing treated septic effluent in accordance with the equipment's approval for operation in the Municipality. The owner shall enter into a service agreement with an AWWTS service and maintenance provider approved by the municipality and the manufacturer of the AWWTS for the entire term of the AWWTS. In addition, it shall be the responsibility of the Owner during the term of this Maintenance and Repair Agreement, and any renewals thereof, at the owner's sole expense, to pay for any and all: (1) repair(s), (2) maintenance, (3) adjustment(s), (4) replacement costs, and (5) inspection costs. B. Owner agrees to comply with all applicable ordinance, laws, regulations, rules and orders for the AWWTS. C. Upon request by the Municipality, the owner agrees to provide the Municipality a written schedule of routine maintenance and repairs which have been performed on the system. When a record of maintenance is documented and maintained by the system vendor, the owner agrees to allow the Municipality access to this information. D. Owner acknowledges that the fine for failing to maintain and repair an AWWTS may be assessed in accordance with AMC 14.60 for improper discharge. E. Owner agrees that only maintenance and repair personnel approved by the Municipality will inspect and make any necessary maintenance, repairs or permitted alterations to the system. F. Owner agrees to grant the Municipality reasonable access to test and inspect the AWWTS upon 24 hours written notice. G. Owner agrees that any sale or transfer of title of the property will not occur without a new Certificate of On -Site Systems Approval. H. Owner agrees that the AWWTS installation and maintenance requirements as provided by the AWWTS vendor/installer and approved by the Municipality are the governing guidelines for the construction, maintenance and repair of the Owner's AWWTS. I. Owner agrees to provide and maintain a telephone connection to the AWWTS as required by the AWWTS approval. 6. Nonwaiver. The failure of either party at any time to enforce a provision of this Maintenance and Repair Agreement shall in no way constitute a waiver of the provisions, nor in any way affect the validity of the Maintenance and Repair Agreement or any part hereof, or the right of such party thereafter to enforce each and every provision hereof. 7. Amendment. A. This Maintenance and Repair Agreement shall only be amended, modified or changed by a writing, executed by authorized representatives of the parties, with the same formality that this Maintenance and Repair Agreement was executed with, and such writing shall be attached to this Maintenance and Repair Agreement as an amendment. B. For the purposes of any amendment modification or change to the terms and conditions of this agreement, the only authorized representatives of the parties are: a. Owner: b. Municipality: Director, Communh Development or designated authority C. Any attempt to amend, modify, or change this contract by either an unauthorized representative or unauthorized means shall be void. 8. Jurisdiction: Choice of Law. Any civil action arising from this Maintenance and Repair Agreement shall be brought in the Superior Court for the Third Judicial District of the State of Alaska at Anchorage. The laws of the State of Alaska shall govern the rights and obligations of the parties under this Maintenance and Repair Agreement. 9. Severability. Any provisions of this Maintenance and Repair Agreement decreed invalid by a court of competent jurisdiction shall not invalidate the remaining provisions of the Maintenance and Repair Agreement. OWNER: By: . _ Q4 � (signature) Date: ll hLe J OSG2��n VD n�reC� (print name) STATE OF ALASKA THIRD JUDICIAL DISTRICT The foregoii 20_42, by NOTARY PUBI My Commission ss. ed before me this day of MUNICIPALITY: By� (signature) Date: 3 _ I � — /b name) Title: