HomeMy WebLinkAboutTURNAGAIN PARK #2 BLK 1 LT 3Turnagain Park #i Block 1 Lot 3 #018-241-16 Municipality of Anchorage Development Services Department Building Safety Division On-Site Water and Wastewater Program, 4700 Elmore St. P.O. Box 196650 Anchorage, AK 99519-6650 Page l of 2 www.cLanchorage.ak.us (907) 343-7904 ON-SITE WASTEWATER DISPOSAL SYSTEM AND/OR WELL INSPECTION REPORT Permit Number: SW OR O r 6i 3 PID Number: 0t B -2'I t - I Name: 'iadae L-exla�+o! Dun can F+e(d Wastewater System: ® New Y El Upgrade Address: Clem en f s Or t i e ABSORPTION FIELD Phone: Number of Bedrooms `I Y - 2 t/ 26 y l7 Deep Trench D Shallow Trench VBed ❑ Mound ❑ Other. LEGAL DESCRIPTION Soil Rating: 3.0 GPD/FF Total Depth from original grade: 2. S' Ft. Block: Lot: Sulx ivisiou: Depth to pipe bottom from original grade: Gravel depth beneath pip/e: yy 1 Tf�cn crf 1 (>etrk # 1.9 Z=L FL p FI. Township: Range: V Section: Fill added above original grade: Gravel Length: 2 Ft. 2a 6 Ft. Well: 0New El Upgrade Gravel width: Number of lines: Distance between lines: !l Ft. 2 9- Ft. Classification hennvate, A, B, q: Total Depth: Cased to: Total absorption area: /� -'f Pipe Material: (/ / 1 2S, Ft. 1 2S Ft. C ZS Fe Driller Oef f. Date Drilled: 9117/0.9 Static Water Level: Installer: CAuclV,S Date Installed: S Ft. 140/9/09 Yield : Pump Set at: Casing Height Above Ground: TANK 2 GPM Ft. 2 FL SEPARATION DISTANCES ❑ septic ❑ Holding ❑ S.T.E.P. ® Other: To Septic Absorption Lift Holding ublic/Pdvate Manufacturer. Capacity: From Tank Field Station Tank Sewer Line /c yon kX 16,00 Gal. Wall f O d r 1 1 1+2.f-' Material: .S l-e e 1 Number of Compartments: 2 Surface Water > > (�, _ _ LIFT STATION N. �. Size: Manufacturer. Lot Line '� s(s 17 r Gal. pro// Foul ion ZU' 25 ' 'Pump on' Ieve1 at: .Pump ofP' level at High water alarm at: in, in. in. Pump Make & Model Electrical Inspections performed by: Curtain Drain Remarks: 1=rna1 l t'l'rtc ( .a+.a/ ac.+afl�fro BENCH MARK Location and Description: CbmI219h0. of ho it fn 16frc-4 eLf leca1w^ S/+c.c✓n Assumed Elevation: 6n 2 l dG� FL Engineers Stamp Inspections performed by: t=le tl`f I, Ted, Sic Dates: tat 9/3o / aB ; 2nd 9 1.340 Development Services Department Approval L Conditional Approval Date: 11 ..; " �' r '.'. iEODORE F. MOORE ie , W. � S fY/tFj' g ,rk Reviewed and approved by: Date: ZZ (Rev. 04/06) PERMIT NO: SWO80183 PAGE 2 OF 2 - --------------R=100' -------- PID NO: 018-241-16 11'z20.5'RESIDUAL TBM�_ WELL DISPOSAL BED 20.5' T.H. ORENCO AX -20 SWING TIES: #1 H TREATMENT POD - FROM: COR. "A" COR. "B" TO: 1500 -GALLON TANK C.O. "C" 63' 117' ADVANTEX TANK ' POD "D" 58' 120' TANK M.H. "E" 56' 117' BED C.O. "F" 49' 126' R BED C.O. "G" 45' 125' �o- BED M.T."H" 40' 136' FUTURE BED C.O. "I" 37' 146' 4-BDRM BED C.O. "J" 32' 145' HOUSE A � PLAN VIEW LOT 3, BLOCK 1 �.4••.•.� , TURNAGAIN PARK #2 F Air �,, £ SCALE: 1" = 30' R.1oo' Ar y`: ill=`` '•s 4 49LH �......................... I THEODORE F. MOORE i 'p/ is MONITOR TUBE _ _ 3 '4I AX 20 IRTMT.€ SOIL Sa ! POD COR. O.G. ELEV 98.1'�y FILTER FAB. INV. 96.6' INV. 96.2' 1 1 ISF FILTER SAND pp i ELEV. 95.6' INV1500 GALLON STEEL ELEV. 94.5' 95.1' DVANTEX TANK 11' RESIDUAL DISPOSAL BED .I LOT 3, BLOCK 1, TURNAGAIN PARK S/D #2 SEPTIC SYSTEM INSTALLATION BOTTOM T.H. #1 AS -BUILT INSPECTION REPORT PROFILE VIEW ELEV. 81.1' — ----- - -- -- - T -- -- -- -- NOT TO SCALE WATER @ 90.6' FLATTOP TECHNICAL SERVICES SCALE: AS NOTED 5121/08 14530 ECHO CANYON ROAD DRAWN BY TFM ANCHORAGE, ALASKA 99516 NOVEMBER, 2008 Municipality of Anchorage Community Development Department - Development Services Division P.O. Box 196650 - Anchorage, Alaska 99519-6650 - 4700 Elmore Road Info and Help: (907) 343.8211 INSPECTION: Voice: (907) 343-8300 Fax (907) 249-7777 Inspection Report - Electrical APPLICATION NO. RETROE111132 Master/Standalone Permit Permit Type: Electrical Res Notes: This is for underground and final on septic: also request underground on well by owner Schedule Date:05/12/2011 rep. Thanks Kenny. Call when ready 227-1812. Requested by: Kenny 227-1812 Preference:PM eeil954@gmaii.com Inspection #: 127731 Contacts Owner FIELDS.DUNCAN_ Contractor (907)272-4591 ED'S ELECTRIC INC P.O. BOX 210767 Inspector Comments: r` 1 I Inspector. yf ' ` Date: f , ".. DrifCin, d nc. Well Lo g at , I.tet<l Chle Ruchrnve, _ 14sk=; Ov;') .f y -t"' > DI Ming siartcd:09 .15 2008con,l lead 09 17; 2008 _ Cuvl3aronsh: .',inbdivision: PLOCh LUT Property Owner Name d Address: Duncan. Fields P.O. Box 25 Site:NHN Clements Dr. nchorage Turnagain Park# 1 3 Kodiak, AK 99615 MCI dint l ownship Ranee Sccnon Y4 Of �4 of � of '.=a I30REHOLL Devr.k�from top of Casing)lepth trilling method: (x) fit, rotal_y. t ) Cable tool, Chher__ Marurial: I ype, Color & wanes, = From To VVCII rise: ( ) Public supply. (x) Daonestic- Qther - stickup i 0 2 Depth ol'bole Casing type: steel 'Ihteknes.+ .250 - mcttas } dianutcr 6 __ inches Casing depth . _123.:.,_ fr overburden 2 5casing Liner type: - Diameter: - inches Depth:- - 11 silt i gravel w/ cobbles 5 38 Static Mater (froom top of easing): 95 ft on 09, ' 17 20.0-_8 � Purnpinr;-lecei fit yield: fiu^t ailor hours :at .. gpm airli aZccovervrate: 25 epm. xictbodoftestinr ft E silt /gravel 38 85 Development method: airlift Duration: 1 hour sand & gravel 85 98 Well intake opening ippc: ix ) Open enc:. ( } Open hole, Othei Screened. Stara:__ - ft, Stopped ft Screen _ . -. - Scen type: _ , slou'Inc ll size: moist sand & gravel 98 110 Perforated, Stare - $, Stopped ft.. Stags _ - It, Slopped:- l clay 110 j 115 taotc:..................... .............. ;.._..._......... .............._....-...._... - wet sand & gravel 1 115 121 Grout type: be dMite vtalunte _ - _-- r)epth: from ground surface . to 20___. _ft gravel w/ H2O 121 125 Pump intake depth: It Pump size: hpBrand nan1C: Wns well disinfected upon completion? (x') Yes. ( ) No Method ofdisinfccliou:C.`atci.W1T1.-Ry.po.chlorite..(.C..hlo ine.)... i Driller conm7crus- disclaimers: ......__..........._.........._....... ......._ C _..._...__...-------.._....._ ............ ......... ................................__......: Wetidrtiter nzinc Johnny .. j Company name Hefty €}rng Inc Matting acids 3540 Akufa Dr -. CAA: Anchorage- State_ ate Zt}t 99516 Phone number: ( 907 > 345 0593 fax:345=4700 Drillers sienature: Municipality of Anchorage Development Services Department Building Safety Division On -Site Water and Wastewater Section 4700 South Bragaw St. P.O. Boz 196650 Anchorage, AK 99519-6650 www.muni.orglohsite (947)343-7904 Attention: Property owner shall provide a well log to the DSD within 60 days of well completion. Permit Number: SW080183 Date. of Issue: Seo/03 / 2008 €'arcelldernification''�utnber: 018 241-16 Is well located at approved permit location? ( x} Yes or ( )No__ Development Services Department AmeBuilding Safety Division a On -Site Water & Wastewater Program 4700 Elmore Road P:O_ Box 196650 Mark Segich Anchorage, AK 99507 Mayor ww umgn orglonsite (907)343-7904 Pump Installation Log Well Drilling Permit Number: SW i Parcel Identification slumber: Q/9-2 i / - Legal Description f V1/hC15r"- V„` cv ✓A2 Pump Pump Intake Depth Below Top of Well Casing: i I3 feet Pump Manufacturer's Name: r f "d � �7 Pump Model: f0 5 `( .E o 7 " 1 eo size /l� hp Pitless Adapter Burial Depth: 1 3 feet Pitless Adapter Manufacturer's Name: CC . --I 6f 11 Pitiess Adapter Installer: N'117 0/1") ,Thc-. Well Disinfected Upon Completion:? j� Yes n No Method of Disinfection: Comments: Pump Installer Name: Date of Issue: � 3 a Wd & Address: F Idd AFlET Attention: The pump installer shall provide a pump installation log to the DSD within 30 days of pump installation. 0 I -7a Z9 @ dz; /-5- MUNICIPALITY S MUNICIPALITY OFANCHOR4GE Development Services Department On -Site Water & Wastewater Program 4700 South Bragaw Street P.O. Box 196650, Anchorage, AK 99519-6650 (907) 343-7904 ON-SITE WASTEWATER DISPOSAL SYSTEM 1 WATER SUPPLY PERMIT Initial Permit Number: SWO80183 Date Issued: Sep 03, 2008 Expiration Date: Sep 03, 2009 Parcel ID: 018-241-16 Legal Description: TURNAGAIN PARK #2 BLOCK 1 LOT 3 Design Engineer: 0019 FLATTOP TECHNICAL SERVICES Site Address: NHN CLEMENTS DRIVE Owner Name: TODD LEYLAND Lot Size: 14715 SQ. FT. Owner Address: 4509 GRUMMAN STREET Total Bedrooms: 4 Permit Bedrooms: 4 ANCHORAGE , AK 99507 - This permit is for the construction of: 0 Disposal Field Z Septic Tank ❑ Holding Tank ❑ Privy 0 Private Well ❑ 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 engineer must notify DSD at least 2 hours prior to each inspection. Provide notification by calling (907) 343-7904 ( 24 hours ). ( Not required for a Water Supply Permit only). 4. From October 15 to April 15, a subsurface soil absorption system under construction during freezing weather must be either: A. Open and closed on the same day. B. Covered, sealed, and heated to prevent freezing. 61130108 9416. d?F4uE-SibD 0N-50 t0 IPFr✓uCOr- fXAo'0 }'FtiZ rl'l/G<Nx'S5 7-6 APPieox /B // OCR04i TitIE PCS-46.vFD 24 � /�-PP,r2.o✓gin -- Received By: Issued By: Date: / Date: Municipality of Anchorage Development Services Department Building Safety Division On -Site Water and Wastewater Program 4700 Bragaw Street P.O. Box 196650 Anchorage. Alaska 99519.6650 www.muni.org/onsite (907) 343-7904 ON-SITE SEWER/WELL PERMIT APPLICATION FOR A SINGLE FAMILY DWELLING Parcel I.D. h Is - AW -1 (0 Property owner(s) TodV ��r /a�•r' Day phone ❑ Renewal Mailing address J/3-09 S;06 /}-1c4 Zip Code 99s'r- 7 Site address NIbYCIP,n en )�- D-, ec- Zip Code Legal description (Sub'd., Block & Lot) Legal description (Township, Range & Section) Lot Size l4 1 715 Sq. Ft. THIS APPLICATION IS FOR (® all that apply): Absorption Field Septic Tank ❑x Holding Tank ❑ Privy ❑ Private Well Water Storage ❑ Number of Bedrooms THIS APPLICATION IS AN: Initial Upgrade ❑ Renewal ❑ I certify that the above information is correct. I further certify that this application is being made for a Single Family Dwelling and is in accordance with applicable Municipal Codes. (Signature of property owner or authorized agent) Permit/Rush Fees: lie<G *17S = 0S- Waiver Fees: Date of Payment: f /2C/ oel Date of Payment: Receipt Number. >" r? Receipt Number. (Rev. 11105) 1I FUfATTOP TECHNICAL SERVICES CIVIL b ENVIRONMENTAL ENGINEERING ENERGY CONSERVATION 8 ANALYSIS TED MOORE, P.E. 14530 ECHO CANYON ROAD PH./FAX: (907)345.1355 ANCHORAGE, AK 99516 E -Mail: tgmoore@gci.net August 26, 2008 M.O.A. DSD P.O. Box 19-6650 Anchorage, AK 99519 Dear Sirs: The purpose of this letter is to provide the required design narrative in support of our application for a permit to install a well and advanced treatment wastew iter disposal system for a proposed 4 -bedroom residence on Lot 3, Block 1, Turnagain Park S/D #2, I3cated on Clements Drive. A soils log, site plan, design drawings and construction specifications are enclosed for your review. The proposed residual disposal system will be constructed in the vicinity of test hole #1. The soil between 3 and 5 feet below ground level is a very penneable sandy gravel, and between 5 and 17 feet below ground level is a gravelly silty sand with a mea>•.ired percolation rate of 9 minutes per inch. 1 measured a seasonal high groundwater level in May of this year at 7.5 feet below ground level. The proposed residual disposal system design is based on it somewhat conservative application rate of 3.0 gpd/sq. fl for a Category 111 advanced treatment system. Using this soil application rate the proposed 4 - bedroom residence would require (4 x 150)/3 = 200 square feet. The proposed 10 -foot wide by 20 -foot long residual disposal bed provides 200 square feet of absorption area. A location for a similar replacement absorption bed is also shown on the site plan. As illustrated on the site plan there is a duplex on Lot 5, Block E, Sunset Hills, located to the north of the proposed system. Since this duplex is configured as a single building, I understand that the DEC required separation distance between its %well and neighboring wastewater disposal systems is 100 feet. Also, as illustrated on the site plan, there is an artificial pond/ice rink on Lot 7, Block E, Sunset I [ills S/D. Because this has a polyethylene liner, I believe it does not require any minimum separation from the proposed wastewater system. Because this is an advanced treatment system I am requesting the property owner/builder to come in to your office in order to execute the required maintenance agreement. Please give me a call at 345-1355 if you have any quer-ions on this submittal. Sincerely, Ted Moore, P.E. Page 1 of 1 Ted Moore From: Ted Moore [tgmoore@gci.net] Sent: Thursday, August 28, 2008 8:11 PM To: Jay Crewdson (CrewdsonJA@ci.anchorage.ak.us) Subject: Tumagain Park 2 B1 L3.doc Jay, 1. 1 will drop off a copy of a revised site plan with slope arrows per your request, plus a copy of the Muni 4 -foot contour mapping for the lot which more or less illustrates the topography. 2. 1 understand that you discussed this with Dan Roth and were informed that a double cleanout is not being required downstream of an Advantex tank. 3. As we discussed, the 1 00'radius from the proposed well location only slightly increases the impacted area on Lot 6, Block E of Sunset Hills SID. The vast majority of well radius impact is attributable to the existing well on Lot 5, Block E. Both Lot 5 and Lot 6 are owned by the same owner and according to information on the Municipal tax site both tots share the same tax ID and are being taxed as a single piece of property. There does not appear to be another good site for a well on the subject lot that does not have a greater impact on the very limited available area on this lot. I trust that the foregoing adequately resolves the questions you raised on your `pink sheet'. Ted Moore 8/28/08 SEPTIC AREA MINliiil %I • N IIINNIINII/INNiS r/IIII IINIIIIII !IIIL . - NIIINI LOT 8, BLOCK E SUNSET HILLS WELL ------------------------ I I LOT 1, BLOCK 1, TURNAdAIN PARK #2 ---- ter-. LOT 7, BLOCK E SUNSET HILLS (VACANT) MAN-MADE ARTIFICIAL POND/ICE RINK �^ ----'----------R-/ i LOT 5, BLOCK E SUNSET HILLS LOT 6, BLOCK E SUNSET HILLS WELL (VACANT) , R: T.H. \ PROP WELL SITE #1 ; \ 1500 -GALLON \\ ADVANTEX TANK "�ORENCO AX -20 AEATMENTF SEPTIC AREA 100 , �O LOT 2, BLOCK 1, TURNAGAIN PARK #2 , LOT 3,:BLOCK 1 TURNAGAIN PA --------------- SEPTIC AREA SITE FOR SIMILAR REPLACEMENT BED- 10 -FOOT x 20 -FOOT SOIL ABSORPTION BED LOT 4, BLOCK 1, �0 P� TURNAGAIN �� HOUSE PARK #2 WELL , CLEMENTS DRIVE WELL _ �,`I-"c+� —--;--------- LOT 12�BIOCK2 WELL / TURN/ (= VARK #2 ••:4'44 ---------- LOT 3, BLOCK 1, TURNAGAIN PARK S/D #2 I` • ��, ; PROPOSED WELL & SEPTIC SYSTEM * 49 t SITE PLAN � ...... �x "'-K % ................... ..... FLATTOPTECHNICALSfiRVICf:S 1INCH =50 FEET P :� THEODOREF.MOORE•i ,1r� 14530EC110CANYON ROAD DRAWN BYTFM CE - 3589 �cAr ANCHORAGE. ALASKA 99516 REV. AUG., 2008 Ar '�%1y •••••� \�� NOTE: THIS IS NOT A SURVEYED PLAT. = s1D ALL LOCATIONS SHOWN ARE APPROXIMATE. "A" 10'x 20' RESIDUAL DISPOSAL BED I 20 I 1500 -GALLON / ADVANTEX TANK o_ CO. RYP) y 2.51 C? -MT 5 2.5 "ORENCO" AX -20 POD "A•, ORENCO A) -20 TREATMENT I rPOD_.J. 1500 -GAL ADVANTEX TANK \_4" DIA. F-810 4" DIA. D-3034 PERF. PIPE L PLAN VIEW SCALE: 1'•= 10' FROM HOUSE _�Wft„_ RISER FINAL GRADE CROSS-SECTION ••A - All SCALE: 1" = 5' 3.5 12.5 IN, lt;&!�.OF•q� 491" ••y} . ..................... p • THEODORE.F.MOORE : d- m.•'•• CE, -3589 *Nee' 1'+� •. bizarF'E�a� MONITOR TUBE 2.5 5 2.5 3' SOIL CCIVER FILTER FABRINC VL 1 2 FILTER SAND 2 BOTTOM OF EXCAVATION 4" DIA. F-810 PERF PIPE — RESIDUAL DISPOSAL BED ORIGINAL GROUND LOT 3, BLK. I, TURNAGAIN PARK S/D H2 PROPOSED WASTEWATER SYSTEM PLAN AND CROSS-SECTION FLAITOP TECI INICAL. SERVICES SCALE: AS SI IOWN 14530 ECI10 CANYON ROAD - DRAWN BY: TFNI ANCIIORAGf AK. 99516 AUGUST. 2008 TEST HOLE # 1 I FLATTOP TECHNICAL SERVICES 14530 ECHO ST. ANCHORAGE, ALASKA 99516 SOILS LOG — PERCOLATION TEST LEGAL DESCRIPTION: Lot 3, Block 1, Tumagain Park Subdivision #2 DATE PERFORMED:_. „January 22,2008,...._ _ _... .. __.. ......_.-.._ PERFORMEDFOR:. -- Angie_andLaneLockard (feet) 1 2 A" SM Yellowish, gravelly sandy loam GP Silty sandy gravel .......Dry, many cobbles and boulders iiUM . ...... Significantly more permeable�:.......... ........ 5 6 7' 8- 9 10 11 12 13 14 15- 16 17- 18 19 GMISM Gravelly silty sand Dense, dry, many cobbles SLOPE - / 5% i ..._....- Clock Net Time __. .... i Percometer 0% I Time (minutes) Reading (inches) I I I I- I Depth to Groundwater - Date r r• •tel, ✓ �• r �. ii TH, IV...... •...e... u.... • rMeO_eCeE F. 1:001 •' CC -35C'9 / ,SITE PLAN e` T.H. N #1 LOT 3, BLOCK 1 TURNAGAIN PARK #2 FENCE CORNER i . No Groundwater _ . _ 11/22108 5%.0"�. 5% Water 160' 1/29/08 --.SLOPE- Water @ 7.5'. - .__ _... 5121/08 .. ...... ._.___..__.... ..._....- Clock Net Time __. .... i Percometer - .. ., Net Drop i Date Reading Time (minutes) Reading (inches) I 122108! 12" Presoak : _ 27 3/4 -.. ..... i . 12"Resoak _ ... - ._.-=.273/4_--..... .... _.._; 1 Add water 8 start ! _ _... _ 23 318 #1 _1:53.45 __ 2:2345_._ 30 ....... 19518.... .. 33/4 - Add water 2:25:30 233/8 _ _ B.H. #2-_., 30 .. 1913/16. ..39116 _. _.;.2:55.30_. Add water _ 2:56:15_. 23318 _.-..,. _..... #3 ... --- ... _..3:26:15 .. _ _ .30 _ .. 19 7/8 . _ _ ...31/2 20 - - PERCOLATION RATE ..9 - _...,, (minutestinch) PERC HOLE DIAMETER _ 6" TEST RUN BETWEEN .6.5 FT AND. 7.0. FT COMMENTS:. Due to high seasonal groundwater level and limited available area an advanced treatment system will be necessary. Recommend 3 gpd/sq. ft. with bot. of sewer gravel at 3 feet over 12" of coarse filter sand to take advantage of highly permeable GP stratum. PERFORMED BY FLATTOP TECHNICAL SERVICES. I . /rte- _._ . CERTIFY THAT THIS TEST WAS PERFORMED IN ACCORDANCE WITH ALLSTATE AND MUNICIPAL GUIDELINES IN EFFECT ON THIS DATE. DATE: Flattop 7echnicafServices 14530 Echo Canyon & Anchorage, Ax 99516 Thone (907) 345-1355 Lot 3, Block 1, Turnagain Park SID 42 Clements Drive Wastewater disposal system Specifications 1.0 General: 1.1 The scope of the project consists of installing an "Advantex" advanced treatment system consisting of a 1500 -gallon epoxy -coated steel Advantex tank with a single Orenco AX -20 treatment pod. The filtered effluent will flow by gravity into a 10 -foot wide by 20 -foot long residual disposal bed as shown on the site plan. 1.2 Construction shall be as depicted on the approved site plan and design drawings. Minor deviations from these drawings may be allowed or required by the engineer conducting the inspections. All construction procedures and material specifications shall conform to Municipal and State requirements. All separation distances shall be in conformance with Municipal requirements, unless specifically waived. 1.3 The contractor shall provide adequate cover material and rough grading over all system components to ensure that proper drainage is achieved after settlement and that there are no residual depressions. insofar as possible the contractor shall minimize damage to trees. 1.4 The property owner shall be responsible for finish grading after the soil is compacted, as well as placement of 6 inches of topsoil and reseeding all areas disturbed by the construction. 1.5 Prior to the start of construction the property owner shall arrange with a registered land surveyor (such as Shane Holt —Ph. 345-5513) to stake the west properly line at SO foot intervals in the vicinity of the proposed well, stake the east property line at SO foot intervals in lire vicinity of the proposed wasteivater disposal s}-stenr. Tit surveyor should also stake the 100 foot protective radii surrounding the private wells on Lots 2 and 4, Block 1, Turnagain Park #2 at 20 fool intervals in the vicinity of the proposed wastewater disposal system on Lot 3. 2.0 "Advantex" AX -20 Advanced Treatment System: 2.1 The "Advantex" treatment unit major components include (1) a 1500 -gallon, 2 -compartment epoxy -coated steel tank, and (2) an "Orenco" AX -20 filter pod. All components shall be Municipally approved and shall be set level on undisturbed soil and backfilled in accordance with Municipal requirements as well as Orenco's and the supplier's instructions. 2.2 All pipe connections to the tank shall be equipped with waterproof mechanical couplings. The waste line from the residence to the tank shall have a minimum slope of 1/4"' per foot, and from the tank to the absorption bed the minimum slope shall be 1/8" per foot. 2.3 The contractor or property ou-ner shall be responsible to obtain the necessary Municipal electric permit and inspection, and shall provide a copy of the electrical inspector's report to the engineer overseeing the construction of the wastewater disposal system. 2.4 The second compartment of the tank shall be equipped with a watertight, insulated manhole riser and cover extending a minimum of 6" above final grade with positive surface drainage away from the manhole. The contractor shall be responsible for determining the necessary length of the manhole riser, and for properly positioning the Recirculating Sp'.itter Valve (RSV) in the riser. 2.5 The control and alarm floats shall be set at the elevations specified by the supplier, and their proper operations shall be verified by the contractor. 2.6 The treatment unit shall be set up with a "VeriComm" remote monitoring system as supplied by the distributor, and the control panel for the unit shall be mounted at an approved location. 3.0 Residual soil absorption system: 3.1 The residual soil absorption system shall be constructed at the location shown on the site plan. The contractor shall excavate the 10 -foot wide by 20 -foot long bed area to a depth of 3.5 feet below ground level. Care shall be taken to maintain 100 foot separation from all existing and proposed wells. 3.2 Next, a total of 2.0 feet of M.O.A. approved filter sand (<4% passing the 4100 sieve) shall be placed in the excavation (as illustrated on the cross-section) to create a 10' by 20' level surface at an elevation of approximately 1.5 feet below ground level. A total of 1.0 feet of sewer gravel shall be placed on top of the sand filter material with the 4 -inch diameter F-810 perforated distribution pipes laid level such that the inverts are no less than 0.5 feet above the bottom of the sewer gravel. Sewer gravel shall be 0.5" - 2.5" washed gravel. 3.3 The cleanout pipes and monitor tube shall be of 4" diameter and installed in the location shown on the design drawings. The portion of the monitor tube extending through the sewer gravel shall be perforated. 3.4 Approved filter fabric plus 3 feet of soil cover shall be placed over the entire top surface of the sewer gravel. Fill slopes shall be no steeper than 3:1. The finish grading shall include 6 inches of topsoil and seeding to promote rapid revegetation of all areas disturbed by the constriction. 4.0 Inspections: 4.1 A minimum of 5 engineering inspections will be required during the course of the project: (1) initial stakeout with the contractor to establish the location of the system and to discuss the plans, specifications and construction procedures, (2) after the native material has been excavated to expose the infiltrative surface to ensure that it is level and at the right elevation, and conforms with the soil test information, (3) after the sand filter material has been placed, (4) after the sewer gravel is in place and the distribution pipe has been laid and connected up to the septic tank, but prior to placement of insulation or filter fabric, and (5) after rough backfill and grading is complete. The "Advantex" treatment unit requires one inspection after the tank is set level and the piping connected, but prior to backfill. This inspection maybe incorporated with any of the above inspections. 4.2 The installer shall coordinate the timing of the inspections with the engineer sufficiently far in advance to ensure the availability of the engineer. % 11 rillilliq 11111111111l � - jF1 Development Services Department On -Site Water & Wastewater Section Certificate of On -Site Systems Approval Parcel 1. D. 018 241 16 1. GENERAL INFORMATION Complete legal description Phone: 907-343-7904 Fax: 907-343-7997 Expiration Date: I r V— 2-1 TURNAGAIN PARK#2 BLOCK 1 LOT 3 Location (site address) 2405 CLEMENTS Current property owner(s) Hedlund Mailing address Real estate agent 2. TYPE OF DWELLING: ❑ Single Family (w/ADU) F-1 Duplex ❑ Multiple Dwellings (Single Family and/or Duplex) 3. NUMBER OF BEDROOMS: 4 Day phone Day phone 4. TYPE OF WATER SUPPLY: TYPE OF WASTEWATER DISPOSAL: Private Well 0 Private Septic 0 Water Storage ❑ Holding Tank ❑ Community Well ❑ Community ❑ Public Water System ❑ Public Sewer ❑ Waiver request for: NONE Distan Received by: COSA to be released to the engineer, unless otherwise requested by the engineer. Date: COSA Fee $ 50 Waiver Fee $ Date of Payment 5L?_6 2d2 f Date of Payment Receipt Number 0 % 2 0 1 .6 Receipt Number COSA # 0 S C a I 1 a g 3 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 C&M ENGINEERING Phone 8545558 Address 20182 TULWAR Engineer's Printed Name CHARLES BALZARINI Date 5/9/21 �� of a�gsl�l *� 49 TH •* l 6. DSD SIGNATURE..." '' �... System #1 Approved for bedrooms �� • t;HARLES G BALZARIHI j System #2 Approved for bedrooms �����. CE 13854 Disapproved ,�ll� pROFE5S10NP4�~� Conditional approval for bedrooms, with the following stipulations: 1�-\A DF q��ii�� CN__qITF `9n WATER AND o WAST':_v'H t Cry pR )Gfo /.�1;)))> )SEPN\\J.ti, ," Original Certificate Date: —q -?l The Municipality of Anchorage Development Services Division (DSD) issues Certificates of On -Site Systems Approval (COSA) based only upon the representations given in paragraph 5 by an independent professional civil engineer registered in the State of Alaska. The Municipality of Anchorage is not responsible for errors or omissions in the professional engineer's work. 7. ATTACHMENTS: COSA Checklist Septic System Advisory Well Flow Advisory COSA Checklist blue sheet X Nitrate Advisory Arsenic Advisory Other Legal Description: TURNAGAIN PARK#2 L3 B1 If more than 1 septic system on lot: COSA Checklist # 1 of A. WELL DATA FOR Well log is filed with Onsite (or attached) Date drilled 9/15/08 Total depth 125 ft Cased to 125 ft Al Sanitary seal is functioning correctly ❑ Wires are properly protected Casing height (above ground) +18 in. Date of flow test for COSA 5/2/21 Static water level at beginning of test 95 ft. B. TANK DATA Age of tank(s) 13 years Tank type/material AwwTs STEEL Measured operating fluid level in septic tank NA ❑ Standpipes/foundation cleanout per record drawing Date of pumping 5/13/21 (AWWTS MAINT) TANK LEVEL MEASURED PRIOR TO PUMPING D. ABSORPTION FIELD DATA BED Which system tested (date installed) 2008 ❑ ALL standpipes present per record drawing Total measured depth from grade 4.5 ft (max) Measured depth to pipe invert from grade 4 ft (min) ❑ N/A - p,-ess�zed-fn ld- ❑ Monitor tubes go to bottom of effective. If not, state depth into effective OR Code -required soil cover over field ❑ System presoaked (Required if vacant for greater than 30 days prior to date of test) Parcel ID: 018 241 16 Structure served by this system 1 Well production at time of test +4.5 gpm Water storage tank volume' gallons Well disinfected for coliform test? ❑ Yes ❑ No ❑ Coliform bacteria is Negative Nitrate 1.25 mg/L ❑ Nitrate less than MRL (ND) Arsenic •802 ug/L ❑ Arsenic less than MRL (ND) Collected by C.BALZARINI Date of Sample 5/3/21 C. LIFT STATION ❑ Required maintenance completed Age of lift station years Lift station material Comments: Adequacy test date 5/2/21 Results ED Pass For 4 bedrooms Fluid depth prior to test 0 in Water added 600 gal New depth 0 in Elapsed time 1440 min Final fluid depth 0 in Absorption rate 600 gpd Any rejuvenation treatment (past 12 months) NA Gallons introduced gallons If yes, enter date NA Comments/Deficiencies: MONITOR TUBE AND CLEANOUT SEPARATION REPAIRED COSA Checklist yellow sheet E. SEPARATION DISTANCES From Private Well on Lot to: (Please enter distances if less than required or if community well) Septic Tank/Lift Station on Lot > 100' 0 Yes Community Sewer Manhole/Cleanout > 100' ® Yes if No ft 7 Yes if No ft Neighboring Tank > 100' 0 Yes if No ft Private Sewer/Septic Line > 25' F-/� Yes if No ft Absorption Field on Lot > 100' 0 Yes if No ft Holding Tank > 100' 21 Yes if No ft Neighboring Absorption Fields > 100' Yes if No ft Water Main > 10' Animal Containment > 50' Fv� Yes if No ft 0 Yes if No ft Q Yes if No ft Water Service Line > 10' Yes if No Manure/Animal Excreta Storage > 100' If septic tank is under driveway Community Sewer Main > 75' Fl� Yes if No ft M Yes if No ft From Septic/Holding Tank on Lot to: (Please enter distances if less than required) Building Foundations > 10' 0 Yes if No ft Surface Water > 100' M Yes if No ft Property Line > 5' r7l Yes if No ft Wells on Adjacent Lots: ✓® Absorption Field > 5' P/1 Yes if No ft Private Wells > 100' Yes if No ft Water Main > 10' ft Yes if No ft Community Wells > 200' Q Yes if No ft Water Service Line > 10' Yes if No ft If septic tank is under driveway comment below From Absorption Field on Lot to: (Please enter distances if less than required) Building Foundation > 10' U Yes if No ft If absorption field is under driveway comment below Property Line > 10' 0 Yes if No ft Wells on Adjacent Lots: Water Main > 10' ✓® Yes if No ft Private Wells > 100' ®✓ Yes if No ft Water Service Line > 10' F71 Yes if No ft Community Wells > 200' F✓ Yes if No ft Surface Water > 100' ✓0 Yes if No ft F. ENGINEER'S COMMENTS Property served by AWWTS. Buyer must contract with maintenance provider for routine maintenance. G. ENGINEER'S CERTIFICATION l certify that l 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. 5/12/21 COSA Checklist yellow sheet OF AC,, 49 . TH •:�' • CHARLES G BALZARIKI CE -138541, AWI .••�c`��® � I PROFESSOP MUNICIPALITY OF ANCHORAGE ADVANCED WASTEWATER TREATMENT SYSTEM MAINTIENANCE AND REPAIR AGREEMENT THIS MAINTENANCE AND REPAIR AGREEMENT, herein the "AGREEMENT" made and entered into as of this t.9 Day of 111 rx.0 of 20_,,�, by and between --I—Ci,i innCook-- here)n the "OWNER," and the Municipality of Anchorage, Lein the "MCMCIPA.LITY", in accordance with Anchorage Municipal Code (AMC) 15.65.365. In consideration of the mutual covenants contained herein, the parties to this Agreement agree as follows: 1. Advanced Wastewater Treatment Systems. The Municipality grants permission to the Zn Owner to utilize and operate an Advanced Wastewater Treatment System (AWWTS), described as ADVANTEX located at (legal description) Turnagain Park #2 L3 B1 2. Maintenance, Repairs and Alterations. (Owner is required to read, understand and initial each section) Throughout the term of this Agreement, the Owner shall enter into a service agreement with an. AWWTS service and maintenance provider approved by the Municipality or the manufacturers representative. The AWWTS shall be maintained in a satisfactory condition capable of performing as designed and producing treated septic effluent in accordance with the equipment's approval for operation in the Municipality. It shall be the responsibility of the Owner during the term of this Agreement to pay for all repair(s), maintenance, adjustment(s), replacement costs; and inspection costs. This includes an annual maintenance fee (typically $400 to $600). Owner agrees that only maintenance and repair personnel approved by the Municipality or the manufacturer's representative will inspect and make any necessary maintenance, y repairs or permitted alterations to the system. J� Owner acknowledges that regular maintenance of an AWWTS reduces the potential failure of the system, which could include sewage backup and costly repairs or drainfield replacement. (rev. 05/18/2018) Page 1 of 3 Owner acknowledges that the Municipality may request records of maintenance and repairs from the manufacturer's representative or maintenance provider. Owner acknowledges that the line for failing to maintain and repair an AWWTS may be assessed in accordance with AMC 14.60.030. C Owner agrees to grant the Municipality reasonable access to test and inspect the AWWTS. The Municipality will give at least 24-hour notice. Owner agrees that any sale or transfer of title of the property will not occur without a new Certificate of On -Site Systems Approval. 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. Owner agrees to maintain remote monitoring of the AWWTS as required by the AWWTS approval. 3. Term. The term of this Agreement shall begin on the date of approval by the Municipality to operate the installed system, or upon transfer of title, and shall continue while the AWWTS is operational or until title is transferred. 4. Nonwaiver. The failure of the Municipality at any time to enforce a provision of this Agreement shall in no way constitute a waiver of the provisions, nor in any way affect the validity of the Agreement or any part hereof, or the right of the Municipality thereafter to enforce every provision hereof. 5. Amendment. This Agreement shall only be amended by authorized representatives of the Owner and Municipality. Any attempt to amend this agreement by either an unauthorized representative or unauthorized means shall be void. 6. Jurisdiction: Choice of Law. Any civil action arising from this 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 Agreement. 7. Severability. Any provisions of this Agreement decreed invalid by a court of competent jurisdiction shall not invalidate the remaining provisions of the Agreement. (rev. 05/18/201.8) Page 2 of 3 OWNER: .� By: 1(h',� 1�'l -;. (signature) Date: ,;rte ;Y1Q name) STATF OF ALASKA ) ) ss. THIRD JUDICIAL DISTRICT ) The foregoing instrument was acknowledged before me this day of c% , 20'_2i, by " 1 c:.yy) An v5 i7��y t ✓L1�irif� NOTARY PUBLIC FOR ALASKA My Commission expires: r/),;,,,;; ,:>,, -A) 23 NOTARY PUBLIC Andrew Fraiser STATE OF ALASKA 'My Commission Expires December 5, 2023 MUNICIPAL vAA (signature) (print name) Date: y_� Title: (rev. 05/18/2018) Page 3 of 3 C161'14 Fi'`l 0=;. 11=1 168677 �1 APLUS F'AtaE [lam Property pwnnrA7ncking 6 Mark Hedlund oporator Larry Betts Sita Addrt," Contort Phonn 2405 Clements DrN Anchorage AK 90516 (907) 250-6032 AX 8,te 10; County ID H Pad k FrnJ RUL R Dato of Lo --t inspection AX -119278 SWO80183 407031 RTU115667 05/0612020 Retrieve OW Info Daily flow Rocirc ratio Timer settings; Perform Field Sampl -ig/Observations NTiJ (15 f NTUs) PI (6-9) DO (2-6) 16�-- '? Iq Odor of Sample Typical Must, ❑ Earthy ❑ Moldy Non -typical ' Sutfrc . ❑ Cabbage ❑ Decay Oily film in PVU (_ Yes , �r�''No Foam in tank ! Yes V-1 No Check Control Panel riecirc Amps; f Discharge Amps 1 1 - Audible and visual alai ns OK Pr*vious Dial ton (telemetry of Yes ❑ No Inspect/Clean Pump System Previous Current Previous Inspect Clean Rlsor/Lid .......... .........: i Splice Box ❑ Pump ❑ Splice Sox ......... ........ . Float cords Float Cords ........ .......... I Inspect Clean inspect Floats ............. ..........�{�j Dlsinfaction Equipment I Disporsal Laterals/Orifices " Pump............. .......... Additional Services Rendered Siortubca Fitter ... _ . _ .......... [� Blctube Pump Vault . .......... Il�r Parts Used: W = Warranty, B = aitlable appropriate selection) Recirculating Spl'rtterl ilvo....... I' / comments Signature Measure Sludge/Scum Sludge $cum 1st Compartment Current Pr*vious Current Previous 2nd Compartment Current Previous Current Previous Inspect/Glean Advan7ex Fitter Inspect Clean Odor. I Normal ❑ Pungent Laterala/Orifices A/ Blomat:Normal EXcesaive Bridging/Ponding: None/Minor E]Excessive Pod Bottom Intake Vent Inspect/Clean Dis///charge Pump System Inspect Inspect Glean Aisor/Lid ❑ Floats Ll ❑ Splice Box ❑ Pump ❑ ❑ Float cords Inspect/5ervlce Other System Components Inspect Clean inspect Clean Dlsinfaction Equipment I Disporsal Laterals/Orifices " 17�V Observatlons �'t,l �Cl_�"" Additional Services Rendered Cleaned textile &hosts? ❑ Roplaced UV items? Finplaced/Used other items? Parts Used: W = Warranty, B = aitlable appropriate selection) W a Item Number Description hin$1/Safety Inspectlon SV reinstalled fes bolted an Manifold reconnected; flush v..ttvCS closed Wontrol pine) reactivated Summary/recommendations System performing; no further action needed ❑ Tank needs pumping ❑ call for service ❑ Other? oo Date F... ompleted form to 1-866,384-7404 Parcel LD. Municipality of Anchorage On -Site Water & Wastewater Program (907)343-7904 01 KA CERTIFICATE OF ON-SITE SYSTEMS APPROVALaFr X01 `= 018-241-16 1, GENERAL INFORMATION Complete legal description Location (site address) Expiration Date: 7-,2 TURNAGAIN PARK S/D #2; BLOCK 1, LOT 3 2405 CLEMENTS DRIVE, ANCHORAGE, AK, 99515 Current Property owner(s) DUNCAN Mailing address Real Estate Agent 2. TYPE OF DWELLING: P.O. BOX 25, KODIAK, AK, 99615 Day phone KATHY FERNANDEZ W/ PRUDENTIAL Day phone 0 Single Family (w/wo ADU) ❑ Duplex ❑ Multiple Dwellings (Single Family and/or Duplex) 3. NUMBER OF BEDROOMS: 4 4. TYPE OF WATER SUPPLY: 441-2426 441-9000 TYPE OF WASTEWATER DISPOSAL: Individual Well Waiver Fee $ Individual On-site Date of Payment Individual Water Storage ❑ Individual Holding tank ❑ Community Class Well ❑ Community On-site ❑ Public Water System ❑ Public Sewer ❑ Distance: Received by: / _iL�' Date: ! `O/ 5 COSA to be released to the engineer, unless otherwise requested by the engineer. COSA Fee $ 5A (, 49 Waiver Fee $ Date of Payment �J%T1� Date of Payment /y / Receipt Number 667! �"iC� Receipt Number COSA # 0 505-11A3 Waiver # 5. STATEMENT OF INSPECTION BY ENGINEER As certified by my seal affixed hereto and as of the validation date shown below, l 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. t 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 GARNESS ENGINEERING GROUP, Ltd. Address 3701 E. TUDOR ROAD, SUITE 101 `ANCHORAGE, AK, 99507 Engineer's Printed Name Engineer's Comments: JEFFREY A. GARNESS, P.E. In conducting this evaluation, GEG provided an engineering evaluation of the well andlorseptic system in accordance with the guidelines and regulations established by the Municipally of Anchorage and industry practices. The reported results describe the condition of the system/son the doefs of the evaluation. Separation distances were measured to readily identifiable features. Hidden defects w encroachments may exist that were not identified during the evaluation. The operational file of all wells and septic systems depend w a variety of variables including, but not limited to, sail conditions, groundwaterlevels (that may fluctuate during the yeat), quality of construction (materials and workmanship), and the water usage of the family utilizing the systems. These conditions can vary, and are outside the confrol of GEG. Satisfactory test resins do not guarantee future performance of the systems; therefore, GEG makes no warranty (express or implied) regarding the future performance of the well or septic system. GEG makes no representation whether an allemative well or septic system can be installed on the property in the event either of the current systems fail. The conlent of this report is for the sale bene if of the person/pady who retained GEG. Reliance upon the information provided in this report by any other person or party, including but not limited to subsequent property purchasers, is net authorized. In short, GEG disavows any legal duty to anyone other than the persoNpady, who paid for this report. 6. DSD SIGNATURE System #1 Approved for s' System #2 Approved for Disapproved. Conditional approval for Phone 337-6179 Date A. Oamesr;� i -x pROFESSt�'i bedrooms. bedrooms. �\P�O(V OFq/yCtiO m �= ON-SITE bedrooms, with the following stipulations:: ` WATER AND WiASTEWATER e SE By: /ra / Original Certificate Date: The nici ali or ` chorage Develop, emt Services Division (DSD) issues Certificates of On -Site Systems Approval (COSA) based only upon the represenatations given in paragraph 5 by an independent professional civil engineer registered in the State of Alaska. The Municipality of Anchorage is not responsible for errors or omissions in the professional engineer's work. 7. ATTCHMENTS: COSA Checklist Nitrate Advisory Septic System Advisory Arsenic Advisory Well Flow Advisory Other (Rev. 10/12/12) If more than 1 septic system is on the lot: COSA Checklist # _of_ Structure served by this system Certificate of On -Site Systems Approval Checklist Legal Description: A. WELL DATA TURNAGAIN PARK S/D #2; BLOCK 1, LOT 3 Parcel ID: 018-241-16 Well type PRIVATE If A, B, or C provide PWSID# NSA Well Log (Y/N) YES Date completed 9/17/2008 Sanitary seal (Y/N) YES Wires properly protected (Y/N) YES Total depth 125 ft. Cased to 125 ft. Casing height (above ground) 18+ in. FROM WELL LOG AT INSPECTION Date of test 9/17/2008 3/5/2015 Static water level 95 ft. 92 ft. Well production 25 g,p,m, 6.13+ g,p.m. WATER SAMPLE RESULTS: Coliform 0 colonies/100 ml. Nitrate 1.5 mg./L. Collected by: GEG, Ltd. Arsenic: NO ug./L. Date of sample: 3/5/2015 B. SEPTIC/HOLDING TANK DATA NOTE: FCO IS 63" FROM FOUNDATION. Tank Type/Material S.T.E.P./STEEL Date Installed 9/30/2008 Tank size 1500 gal. Number of Compartments 2 Cleanouts (Y/N) YES Foundation cleanout (Y/N) YES Depression over tank (YIN) NO High water alarm (YIN) YES Date of pumping Pumper NEW ( HAS NOT BEEN USED SINCE INSTALLATION C. ABSORPTION FIELD DATA BELOW EXI TING GRADE Date installed 9/30/2008 Soil rating g.p.d./ft r ft2/bdrm) 3_0 System type BED Length 20.5 ft. Width 11 ft. Gravel below pipe 0,6 ft. Total depth `4.75 ft. Eff. absorption area225 ft2 Monitoring tube YES Depression over field NO NEW (NOT USED Date of adequacy test SINCE INSTALLATION 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 >= 600+ g.p.d. Any rejuvenation treatment (past 12 mo.) (Y/N & type) NONE KNOWN If yes, give date D. LIFT STATION *ELECTRICAL APPROVAL ON FILE W/ MOA PER DEB WOCKENFNUESS. Date installed 9/30/2005 Size in gallons 1500 Manhole/Access (Y/N)_ "Pump on" level at TIMER in. "Pump off' level atTIMER in. High water alarm level at Datum BOTTOM OF BASKET E. SEPARATION DISTANCES YES 53 Cycles tested NEW Meets alarm & circuit requirements? *YES SEPARATION DISTANCES FROM WELL ON LOT TO: Septic tank/lift station on lot 100'+ Absorption field on lot 100'+ Public sewer main N/A Sewer /septic service line 25'+ Animal containment areas 504 On adjacent lots 100'+ On adjacent lots 1001+ Public sewer manhole/cleanout NIA Holding tank Manure/animal excrete storage areas 100'+ SEPARATION DISTANCES FROM SEPTIC/HOLDING TANK ON LOT TO: Building foundation 51+ Property line 51+ Absorption field 51+ Water main N/A Water service line *101+ Surface water **100'+ Wells on adjacent lots 100'+ SEPARATION DISTANCE FROM ABSORPTION FIELD ON LOT TO: Property line 10'+ Building foundation IV+ Water main NIA Water service line 101+ Surface water **1001+ Driveway, parking/vehicle storage 104 Curtain drain NONE KNOWN Wells on adjacent lots 100'+ F. COMMENTS *WATER LINE WAS PROFESSIONALLY LOCATED BY ONE STOP SERVICES AND GEG CONFIRMED SEPARATION AFTERWARD. **LINED ARTIFICIAL POND WAS NOTED ON DESIGN AND INSPECTION REPORT AND IS NOT CONSIDERED A SURFACE WATER. G. ENGINEER'S CERTIFICATION 1 certify that 1 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 Print d Name JEFFREY A. GARNESS Date 3�a-) hr (Rev. 10/12/12) Kb 23 1511:558 Todd Leyland 907-562-0484 P.1 %tGv® nM81© YlKR Ii I S 89`59'00" W 152.78'- -- �.,,II�.mNED) I�. <wumj FRaNT a.uuc SERAIX ��'•-'. . vj \I�EL VE �G a o \\ I C.O.S. \ 13_T 40.3' ° Ur j 4 - — 12. T. EXISTING a o, HOUSE 'mo m 41.3 3 0 24. 10,6' T 2 gp57.27' 5' <1Z S 89059'00• w CLEMENTS DRIVE j J. c "" 'p""'-'S`ANCES SHCU D Aiti F5-nUiLT "cE U ED FOR Cu,4S uC I N uk hOR ESTABLISHING BOUNDARY OR FENCE LINES THE SURVEYOR TAKES FZESPONS181UfY FOR THE INITIAL TRANSACTION ONLY AND ASSUMES FINANCIAL UABILITY ONLY FOR THE COST OF THE SURVEY. LISTED DISTANCES PREVAIL OVER SCALING. REPRCDUC71ON MAY CAUSE ERRORS IN SCALE. LOT SIIRW SURVEY TYPE ❑ FOUN AU-®JaT SYMBOLS MO ❑ FINAL STRucIURE ns -pug- SET REEAR D ASPHALT ❑ PLOT PUN ... AS-BUILi... LOT SURYTY ... TOPOORAPW o FOUND REBAR ��a µO00 FENCE CONCRETE AS -BUILT ... NO coraaErts �T RE[:sTFlCanoN A�9UIlT _ .. NO C N S �' DOB ASUNDER ELEV, r '.t—x-7:" METAL FENC- ® WOOD DECK PLOT PLANS & LOT SURVEYS NOTE: IT IS THE RESPONSIBILITY OF THE BUILDER OR OWNER, PRIOR TO CONSTRUCTION, TO VERIFY PROPOSED BUILDING GRADE RELATIVE ONLY THOSE IMPROVEMENTS ABOVE GROUND AND VISIBLE WALL BE SHOWN. FENCES, WELLS, SEP71C CLEANOUTS, TO FINISHED .GRADE AND UTIUTY CONNECTIONS AND TO DETERMINE SIDEWALKS, DRIVEWAYS, ETC.. ARE SHOWN IN THEIR APPROXIMATE LOCATION, ONLY. SNOW THE EXISTENCE OF ANY EASEMENTS, COVENANTS OR RESTRICTIONS MAY PREVENT SOME IMPROVEMENTS FROM BEING SEEN AND LOCATED. WHICH DONOT APPEAR ON THE RECORDED SUBDIVISION PLAT. ALL DISTANCES ARE RECORD UNLESS OTHERWISE NOTED, SURVEY CERTIFICATION `yq®,yd,+�m® Prepared by KX,-.- of ®,, Robert E. Johns, Jr. 8c AssoC. -' ��,'�°, m.. faa. m ermsn.e m m q. la mn,h o.��E ..........., •X\ �� 9� G� Lr Professional I Surveyors nal _and S�.v_,ors �...�a # 1700 Br"k Dli. ve -_. ANCHCRAGE. ALASKA 99504 w• rsna m amew., no.. ae, s $S `� . FOLNDATION AS -BUILT I. Raaf E JW,4 1'., M1s.EY avtlh q•=!y -au nfa•.m.a fSeale: / 30 Reo. Lot S9(} I Ree. Plot F'Ye No. - Date SurveYed: by' Checked weue+nvmmrtlwmww.. .u..fw q. ae 1 05123!14 YVKDraan REI ma .. ea .o eaon.,eo omt eiw IIIau ROBERT JOHNS, R. f -. ■ none n...w^,: - 05/20/14 GIS:-';Y.C. 3033 14-197 .` ss 9 412 i—S .' FINAL STRUCTURE AS -BUILT i, Rmrt E +mnw r., N.•Tf.yuh qof r . oa% s y ,. �i ro �''..... �J<+S. Lagaf DeScripticn: ...>" ,••••••°•• ona �! Lot 3 Block 1 TURNAGAIN PARK #2