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HomeMy WebLinkAboutVALLEY VIEW ESTATES #1 BLK 2 LT 12Valley View Estates #1 Block 2 Lot 12 #050-521-46 Municipality of Anchorage ;•'' '° Development Services Department Building Safety Division - On -Site Water and Wastewater Program, 4700 Bragaw St. P.O. Box 196650 Anchorage, AK 99519-6650 Page 1 of 2 www.cl anchorage.sk.us (907) 343-7904 ON-SITE WASTEWATER DISPOSAL SYSTEM AND/OR WELL INSPECTION REPORT Permit Number., SWO50245 PID Number. 050-521.46 M.m. UL AND PATSY GUNN Wastewater System: ® New ❑ Upgrade Addreee JITE SPRUCE ABSORPTION FIELD Pha'M"twwadr Boame694-7608 4 O Dep Twxh.® Shallow TWxh OBad 0101 n Goth" LEGAL DESCRIPTION Sue Rw•y Total Depen tMM r"i pads 2 GPD/Flt 1 Ft. Block La Sv awt kjj Dpm to PTs taeom prn ww.,r orad. CW v d•qh prem PTs 2 12 VALLEY VIEW ESTATES 0.3 Ft. 0.7 Ft To~W Rrga soda, Fa added above onprul pads G"LMgm 14N 1W 2.5 Fl. 60 Ft. Well: ® New ❑ Upgrade •c"o*"' '1 •w D,we ae Dwwarr nae 5 FI. 1 0 FL CW,wcwan (Pmate. A, S. C) Total D"MCaaad ro Tots abvwpa, re• PIPs Matz PRIVATE 566 Fl. 175 Ft 300 Ft• ASTM 3034 Draw Dwa OdMd Slwa Wate, Level petwler Date MtalMd COLE SULLIVAN 10117/2005 200 Ft WHITTERS EXCAVATION 11116/2005 vMld Pup Sets Cae•p H"N Above Grvwd TANK 1.2 GPM UNKNOWN Ft. 2 Ft SEPARATION DISTANCES ❑ Septic ❑ Holding ® S.T.E.P. ® Other. ADVANTEX To Septic Absorption LM Holding lubfiriPtivale act w caP ly From Tank Field Station Tank Sewer Line ANCHORAGE TANK 1500 cw Well +100' +100' — — +2S MM«�•1 STEEL Wv a cwwortmr•f 2 swd•wwwr +100' +100' — — LIFT STATION Lw LM +5' +10' — — Sao NO LIFT GM w,.r Fow"m +5' +10' — — Pup an IMrw w 'Pump ow MVM M Mpn wwr Mrm M h h h utts, Noon c�^y� +50' C�^y +50' — — Pup Male a Model EM htpodoorn Peddmad by DUKES ELECTRIC R•mrea BENCH MARK Loowan Mab o.edwo, TOP OF BACK DECK e ata, 101.7 FL Inspections performed by: CHRISTOPHER WOOD Dates: 1" 1111612005 A �q 2"d 1111612005 y Development Services Department Approval >N Conditional Approval Date: i OWZMPIIERRWOOD + C YLrveve Reviewed and approved by: Date: •••MJ••`��" (Rw 04eti) Permit No. SWO50245 Page 2 of 2 Municipality of Anchorage DEVELOPMENT SERVICES DEPARTMENT ON—SITE WATER & WASTEWATER PROGRAM 4700 SOUTH BRAGAW STREET P.O. BOX 196650, ANCHORAGE, AK 99519-6650 On—Site Wastewater Disposal System and/or Well Inspection Report Legal Description: VALLEY VIEW ESTATES#1 LOT 12 BLOCK 2 140' SWING TIES • I C JO.�' 61A' 1 I D 1 44.4' e60 10'X25' \UTILITY EASEMENT 1. . SA\ 0 — CL OUT - WELL - MONITOR TUBE 96.1 050-521-46 100 µELL I Lot 12 10'X25 • UTIUTY EASEMENT / \ f \NEW 1500 GAL. ADVANTEX TANK WITH AX -20 FILTER P06� ELEVATIONS ORI CNOT TO SCALE) LEN 5' FILL MT -1 97.6 YPAR 2' SULA IOP GRAVEL• ° HOUSE TI�Hr-11 57X60'• DRAINFIELD 70' T 2 5'YFn' G[OCG\T CITF� n TOP aF BACK DECK SCALE 1* -40' ASSUMED ELEVATD]N - 101.71 8/25/2006 i1NAL GROUND EL AT, 962 ENGINEER'S SEAL 00044 OF A ° TH-1 0 ` .............,9 1 1t�.. 9..0 (^-b 8B3 oOQ1 WOW R. NV 87. J CE -10387 BOTTOM OF T.H. 4oi1 'rFn'' ••....•• :a Certitieb �rittt'n In by Docco eba SULLIVAN WATER WELLS P.O. BOX 670272, CHUGIAK, ALASKA 99567 -TELEPHONE 666-2759 OWNER OF LAND: J� tOi=�T3 T (c! jrUn� SORE ADDRESS: LEGAL DESCRIPTION: ��Ac� v LJiu".c% TELL DATE: _�� // 74 - PERMIT -PERMIT NUMBER: Date of Issue �S/-�' TAX IDENTIFICATION NUMBER: 020 4c, Is well located at approved ermit location? 6 -Ws' U No Method of Drilling: r rotary t] cable tool Depth of well: Casing Type CZZ=u r . Wall Thickness 5� inches Diameter /6(' inches, depth feet Liner Type: A301%:47— Casing 01'4=Casing Stickup Above Ground: feet feet Static Water Level: :�y feet I Recover Rate: Q_V;br* G F• i1 Method of Testing: /2 Well Intake Opening Type: U open end Ca pen hole D Screened: Startfeet Stopped feet Perforations Start -feet 'Plopped feet Grout Type' Depth: from t7 feet., to /t� " feet Well Disinfected Upon Completion? � U No Method of Disinfection: L "4 , a.C... S k %rP,yt Comments: Driller's Name _ Ccs.E S Ui.-L r .iA-j ATTENTION: It is the responsibility of the property owner to submit a copy or the well log to the proper authority. Municipality )f Anchorage: Department of Health S Human Services and/or Department of Environmental Conservation. MatSu Borough: ?epartment of Environmental Conservation. L'd 69LZ 889 L06 slleM jeleM ueAlllnS ebb:60 80 0£ deS !°r9.f//Y G S i Ic'Kcjld �/ `c - f L) •c G,E 77Z2 KiCvtti� ��/`FiYl S a ci TR.5cx4e-•- dcc l.G'�•_ ..4(,S 5 y73 13,61 'o c.' _S&fzn r P''ox�tC_ �c�J Driller's Name _ Ccs.E S Ui.-L r .iA-j ATTENTION: It is the responsibility of the property owner to submit a copy or the well log to the proper authority. Municipality )f Anchorage: Department of Health S Human Services and/or Department of Environmental Conservation. MatSu Borough: ?epartment of Environmental Conservation. L'd 69LZ 889 L06 slleM jeleM ueAlllnS ebb:60 80 0£ deS Eagle River Engineering Services Christopher R. Wood, P.E. PO box 773664 (907) 694-5195 tel Eagle River, AK 99577 (907) 694-3297 fax September 17, 2008 Deb Wockenfuss MOA Development Services Department On -Site Water and Wastewater Program 4700 Elmore St. RE: Valley View Estates #1 Lot 12 Block 2 Dear Ms. Wockenfuss, The following memo is to address the review comments issued on the inspection report for this property 1) Tank has 4' + fill and the inspection report has been updated 2) Benchmark has been tied into house, as septic system was installed prior to house installation. 3) Drainfields and test holes were not depicted accurately on permit site plan due to erroneous assumed survey points used for locating test holes on property, and improper scaling on site plan drawing. Please see new inspection report drawing showing the actual orientation of test holes on the property, and in relation to the Leachfield. 4) Drainfield was installed within a 30' radius of actual location of test hole # 1. 5) Leachfield was installed at Test Hole 1 as depicted. 6) 7 v ca, 4vr eU'A,J -,ePy I=Rv--�- 34LUJAn> 7) Leachfield only has 1 line due to gravity feed. Please contact us if you have any questions, or require further clarification. Sincerely, EAGLE RIVER EN EERING SERVICES z��o 4J____,/ Christopher R. Wood, P.E. ASBUILT I HEREBY CERTIFY THAT I HAVE SURVEYED THE SCALE, FOLLOWING DESCRIBED PROPERTY= le AND DATE= AND THAT NO ENCROACHMENTS E IST EXCEPT AS B�I�arf : INDICATED. IT IS THE RESPONSIBILITY OF THE s * : OWNER TO DETERMINE TH5 EXISTENCE OF ANY GRID EASEMENTS, COVENANTS, OR RESTRICTIONS xev.7 ��.•s WHICH DO NOT APPEAR ON THE RECORDED SUBDi- ON*" xuA S*w.ye : A-• VISION PLAT. UNDER NO CIRCUMSTANCES SHOULD F&• l5� 19�``'* ANY DATA HEREON BE USED FOR CONSTRUCTION ��`� r OF FENCE LINES, OR FOR ESTABLISHING BOUND- DRAW��,oiq�.'� ARY LINES. lav f *�ooklar" i 06/14/2006 15:46 907) 773-5056 Jim DUms PAGE 1/1 DUKES ELECTRIC Licensed *Bonded *Insured Willow Office: 495-6450 Fax 495-6410 PO Box 274 Willow, AK 99688 WasiUa Office. 373-4955 Fax 373-5056 990 Check SG Wasilla, AK 99654 OwnerMin Dukes Celb 355-4959 Gunn Residence: Lot 12 Block 2 Valley View Estates Eagle River Attention: Chris This is to confirm that Dukes Electric installed & connected circuitry for a lift station (installed by others). All work was performed in a manner to comply with National & Local codes. Thank you, Jim Dukes/Owner: Dukes Electric MUNICIPALITY OF ANCHORAGE Development Services Department On -Site Water & Wastewater Program 4700 South Bragaw Street P.O. Box 196650, Anchorage, AK 99519-6650 (907) 343-7904 2^rd(L IiIli 101 tj:co F^ ON-SITE WASTEWATER DISPOSAL SYSTEM / WATER SUPPLY PERMIT Initial Permit Number: SWO50245 Date Issued: Jul 25, 2005 Expiration Date: Jul 25, 2006 Parcel ID: 050-52146 Legal Description: VALLEY VIEW ESTATES #1 BLK 2 LT 12 Design Engineer: 0848 Eagle River Engineering Services Site Address: Owner Name: PAUL & PATSY GUNN Lot Size: 50262 SO. FT. Owner Address: 25650 WHITE SPRUCE DRIVE Total Bedrooms: 4 Permit Bedrooms: 4 EAGLE RIVER. AK 99577 - This permit is for the construction of: 7 Disposal Field ❑✓ Septic Tank ❑ Holding Tank ❑ Privy All construction must be in accordance with: 1. The attached approved design. ❑✓ Private Well ❑ Water Storage 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. 5. The following special provisions. MAXIMUM TOTAL DEPTH WILL BE 2' FROM ORIGINAL GRADE. BACK FILLED DEPTH NEEDS TO BE 36" OR OR IF LESS INSULATION NEEDS PLACED OVER TOP OF FINAL GRADE LEVEL. THE UPPER SIX INCHES OF THE MOUND SYSTEM MUST CONSIST OF TOP SOIL AND THE MOUND MUST BE VEGETATED SUFFICIENTLY TO PREVENT EROSION. Received By--/��"`� Date: - T' S Issued BDate: 1 ot- Municipality of Anchorage • Development Services Department Building Safety Division On -Site Water and Wastewater Program 4700 South Bragaw St. P.O. Box 196650 Anchorage, AK 99519-6650 www.ci.anchorage.ak.us (907) 343-7904 ON-SITE SEWER/WELL PERMIT APPLICATION FOR A SINGLE FAMILY DWELLING Parcel I.D. 050-52 1- 4/6 Permit Number SW Propertyowner(s) PAH I on,f 84:V Gama-. Day phone Mailing address (1) .5650 WhJe Sgrkce Mailing address (2) L:%de- 91 ry- Zjt5-Y_ l Zip Code 49577 - 9666 Legal description (Lot, Block & Sub'd.) L 12 � /3 2- 1/al(q Utoi EsIt./es # 1 Legal description (Section, Township & Range) - Se,-. 2 3, _r.1 114/ it 1 l.J Lot Size 5D, -Z[r�t­ Acre q.F . Number of Bedrooms THIS APPLICATION IS FOR: Sewer Only ❑ Well Only ❑ Sewer and Well ® Water Storage ❑ Sewer Upgrade ❑ THIS PROPERTY CONTAINS: Hot Tub ❑ Jacuzzi ❑ Swimming Pool ❑ Water Softening Unit ❑ Therapy Pool ❑ I certify that the above information is correct. 1 further certify that this application Is being made for a Single Family DDwellin and i in actor ante with applicable Municipal Codes. (Signature of property owner or authorized agent) Permit Fees: 3 Waiver Fees: Date of Payment: % ( 0> Date of Payment: Receipt Number: I (42 i(1 Receipt Number: (Rev. 12/00) Eagle River Engineering Services Christopher R Wood, P.E. 10421 VFW RD. Suite 201 (907) 694-5195 tel Eagle River, AK 99577 (907) 694-3297 fax July 19, 2005 Dan Roth Manager, On -Site Services Municipality of Anchorage P.O. Box 196650 Anchorage, AK 99519 Re: Valley View Estates L 12 B 2 Narrative & Permit Application Dear Mr. Roth: Eagle River Engineering Services (ERES) was contracted to design and permit a well and septic system at the above referenced property. Two test holes and soils percolation tests have yielded a percolation rate of 7 minutes per inch in the top soil layer, and 53 minutes per inch in the thicker lower layer. The water table was found to be 7.3' and 7.9' after 7 days of monitoring. The soil type appears adequate to support a new 4 bedroom leachfield. Advantex technology shall be utilized to reduce the size of the leachfields, and to prolong the life of the leachfields due to the slow percolation rate of the lower soil layer. The proposed 4 bedroom septic system will have very limited impact on adjacent properties for the following reasons: I. The surrounding lots are large, so there is room for wells, septic systems and alternate sites. 2. Immediate neighboring septic systems arc all +20' distance, and no private (or community) wells within 100' of the proposed septic system. 4. Drainage will not be affected and is not a major consideration in our design. Installation of this 4 bedroom septic system and well site will not adversely affect the wells or septic systems or reserve areas on adjacent lots. If you have any questions please call our office at 694-5195. Sincerely, EAGLEWRER ICES Christopher R. Wood, P.E. Principal %2003\05-087SEPTICNARRATI V E V Crone AREA / \ 00 /' \ SEPTIC+3o' \ \ X189'52'01" E\\ \\ 10' UTILITY EASEMENT `\�-- \ \ I \ \ I \ 1 PROPOSED \ n \ 17X2!• 4 B.R. \G� \UMN FAS[ f HOUSF INS ANEW V \ \ FL WELL WELL +200 OM SEPTIC \ v9• \ ® - TEST HOLE " - MONITOR TUBE 0 - SEWER CLEAN OUT + - WELL - - - - - EASEMENT - - - - PROPOSED LEACH FIELD EXISTING LEACH FIELD ©- DRIVEWAY 1. NO SURFACE WATER +100'. 2. NO KNOWN CURTAIN DRAINS 3. NO WELLS OR SEPTIC WITHIN 200' OTHER THAN NOTED WELL/SEPTI LEGAL: VALLEY VIEW ESTATES OWNER: PAUL GUNN CONTRACTOR: GUARANTEED JOB# 05-087WS DATE: 07 TALL ANTEX WITH Ax -2 Pm ` 1 HO / TM•�BgPiy / Lot 1 Y 297.62' 14' ' - ----� p05 ?Do' WEu. RADius I Lot 12 i UTM'J / L ' L TAANNK / i °\ n' WELL+200' SEPTIC+30' Lot 2 -'"`E"�'3 Lot 11 INSTALL (VACANT) �bk oRENco LIFT BASIN WITH P-30-05 PUMP I�$Ie k b \ � W \ x 41) \ 00 ,b" Zr) CID ` \ O WELL +200 FROM SEPTIC C SITE PLAN #1 LOT12, BLOCK2LOT12, BLOCK2 SERVICES /18/05 1 SCALE 1"=50' EAGLE RIVER ENGINEERING P.O. Box 773294 EAGLE RIVER, AK. 99577 (907) 694-5195 FAX: (907) SERVICES 694-3297 Eagle River Engineering Services Christopher R Wood, P.E. 10421 VFW RD Suite 201 (907) 694-5195 tel Eagle River, AK 99577-3294 (9o7) 694-3297 fax SPECIFICATIONS FOR ON-SITE SEPTIC SYSTEM — AfOA CERTIFIED INSTALLER LEGAL: Valley View Estates L12 B2 July 19, 2005 A. GENERAL 1. The septic plan is for a 4 bedroom single family residence only. 2. The drawing and or site plan shall be a part of this specification. 3. All materials and workmanship shall meet the Anchorage Department of health and State Department of Environmental Conservation requirements. 4. All soil tests are advisory to the design and are to be verified or modified in the field by the engineer. 5. All excavations and depths are advisory and are to be verified in the field by the contractor to meet Municipality of Anchorage, Department of Environmental Conservation requirements. 6. It is the responsibility of the owner to obtain all necessary permits or easements and to locate any adjacent multi -family wells. A licensed surveyor should locate any utility easements and exact 100' radius from the existing and neighboring on-site wells. 7. The excavation is to be exactly in the area shown on the site plan, any deviation requires engineer approval. 8. Any remaining open test hole excavations shall be filled and monitor tube removed. B. ADVENTEX SYSTEM AND SEPTIC TANK 1. Septic tank shall be a fiberglass or steel 1500 -gallon tank capacity of MOA approved construction for use with Advantex system. Install as per current manufacturers recommendations for conditions in Alaska. 2. Install one AX -20 filter pod over septic tank capable of treating 600 gallons per day of waste flow. 3. Install Orenco 24" pump basin PB -2496 outside septic tank, with OSI pump model P30-05 and controls to allow 23 gallon dosing of septic leachfield. Set pump float to 13.5" above pump, timer for 1 minute dose time. Controls to be installed to MOA code by licensed electrician familiar with OSI applications. Controls to include a dedicated phone line and web based monitoring system. 4. A municipal Inspection report or receipt from a licensed electrician shall be provided to the engineer verifying lift station wiring to all applicable codes. C. DRAINFIELD 1. The trench is to be located as shown on the site plan. 2. The total depth of the initial drainficld excavation is to be approximately 1.5' deep, relative to existing ground elevation at ground water monitor tube and end in native GM soil material. The excavation shall remove the topsoil layer, and just expose the free -draining soil beneath. The bottom of the trench shall be level, plus or minus 1.5". 3. Aporoximately one foot of Coarse Sand shall be utilized beneath the gravel layer to level the bottom of the drainfield. 4. A nine -inch layer of sewer rock is to be placed over the sand layer. The 1.0" effluent piping is to be buried within the gravel layer with 2" of gravel cover over the piping. 5. The completed trench gravel and piping is to be covered with typar fabric material. 6. Soil or combination of soil and extruded board insulation to a depth of Y or equivalent is to be placed over the bed. Mounded side slopes on uphill side and ends are not to exceed 3:1. 7. The septic tank and leachfield must not be closer than 100' to any existing private well, 150' to any Class "C" well, or 200 feet to any community well. \2003105-087Bed-1in-Advantex spec SPECIFICATIONS FOR ON-SITE SEPTIC SYSTEM — hIOA CERTIFIED INSTALLER LEGAL: Valley View Estates L12 B2 July 19, 2005 Continued: RECOMMENDED LEACHFIELD DIMENSIONS: TOTAL DEPTII = I' maximum GRAVEL DEPTII — 0.5' under effluent pipe, 2" over pipe (0.75 feet total) DRAINFIELD LENGTH = 60' DRAINFIELD WIDTH = 5' SOIL RATING= 2 GPDAV BEDROOM CAPACITY = 4 EFFLUENT PIPE = 1.25" from pump basin to leachfield then I" manifold to 1" PVC with 1/8" holes oriented down spaced at 3.0' OC. 2 pipe runs in leachfield 2' between pipes 1.5' from sidewalls and end of trench. SEPTIC TANK = 1,500 Gal Advantex compatible tank w/ AX -20 filter pod and lift basin Twenty-four (24) hours notice required for all Inspections. \2003\05-08713ed-lift-Advantm spec EAGLE RIVER ENGINEERING SERVICES 10421 VFW RD Suite 201 Eagle River, Alaska 99577 (907)694-5195 ERES Project No.: 05-087 Calculated By: CW Dale: 7/7/2005 Legal: Valley Vie Estates #1 Lot 12 Block 2 TEST HOLE 1 6 2 Single Family 4 Bedroom Dwelling Shallow Trench Subsurface Wastewater Disposal Field Water use at 150 gallons per bedroom = 600 gallons Percolation rate = 53 minutes per Inch Wastewater application rate - 2 gallons per day per square foot Required absorption area - 300 square feet Trench width (W) - 5 feet Gravel depth (D) = 0.5 feet Required length = Shallow trench factor • Required absorption area / W Shallow trench factor = (W + 2) / (W + 1 +2 D) Shallow trench factor = 1.00 Z d r Total Excavation Depth ='a-6 feet Required length = 60 feet 05-087 drainfieldCalc 3:37 PM7/7/2005 Municipality of Anchorage Development Services Department Building Safety DtvWon On -Site Water and Wastewater Program 4700 South Bragaw SL P.O. Box 196650 Anchorage, AK 9951M650 wv .cl.anchoreae ah.us j P 5fO7) ;0-7904 Soils Log - Percolation Test Performed For.{{// Date Legal Description: Wiry V;rt./ [-5 1,1415 -11 GO"411 i(a Township, Range, Section: Depth (Feet) 1. Of9vn;c 5 2- I .. 0 sandy �r/� 10- 11- 12- 13- 14- 15- 20-" COMMENTS_ PERFORMED BY: PERFORMED IN) rear WAS GROUND WATER Date Gross Tune ENCOUNTERED? j Net Drop �b.li e B L IF YES. AT WHAT DEPTH? Depth W WaWrARer 7. -1�) G Monaorhg? P�plh B 3 '717le•'S q.5 Date: Reading Date Gross Tune Net Time Net Drop 710& Wad D P�plh 3 q.5 5 to, a5 C 3-b' b In' 55 30 3-10-%5 '/c PERCOLATION NATE /, 70 (maMwYrn) FERC HOLE DIAMETER �i •� TEST RUN BETWEEN -3 FT AND (4- FT WITH ALL STATE AND FF T - CERTIFY THAT THIS TEST IN IN EFFECT ON THIS DATE. DATE: % 1 Municipality of Anchorage Development Services Department Building Safety Division • Y1 On -Site Water and Wastewater Program 4700 South Bngaw SL P.O. Boz 196850 Anchorage, AK 995198650 m w r!.enchoraoe sk.U• 7)113-7904 Soils Log - Percolation Test Performed For. Dale Perfo Legal Description: Volte V ;('In/ ES f�.ICSl1 r Lnf la• (f to; %• Township, Range, Section: Depth �' SendY ;r brn ciuyfy L7M -7- 11- 12- 13- 14- 15- 15- 17- I 11- 12- 13- 14- 15- 15- 17- 1 WAS GROUNDWATER ENCOUNTERED? ps r S IF VES. AT WHAT DEPTH7 1.0 L Depth to Water After0 -'7 � MonRoring? /, c PE Date: % Reading Date Gross Time Net Tone Depth to Water Net Drop 7/IIo �t . dO Q S d: Sb O 3 •rq- X44 4 to:hl, fir. 3'�r 3/- s4" 5 10. a7 0 3 s /N" b IO'S 73� 3H-5/16' CCnrnr.rn"n.= r,w 11 n.. nvle TEST RUN BETWEEN —FT AND L4 PERFORMED BY: C1�er�f I CERTIFY THAT THIS TES WA PERFORMED IN ACCORDANCE WITH ALLSTATE AND MUNICIPAL GUIDELINES IN EFFECT ON THIS DATE. DATE: Z4g% - r n r CD CD CD I 0 I N I C p I CD x g I {III CD B I I II r I I II a r CL $ +� c M I y CD I I I I I I I I I 3 I C I � I I o 7 O I .n d 7 m pp A� e.K.rA b: fl 0,.- 6r GIs draw rm.: TYPE L4A Lrm Pm4laro for ReOdepU us nr M«nTa4' Tree4nerd an aM MVP Cantrd Parel 4IDr,nr «Arenxr A u..q — �f elm o... AWr q k 0010 kne«d: 4«IrWas w.: WAV 5rare P.P-r d.nto Sy4tam• N 2 a R J02 C Y0 W N a IL zooP(HaD PeaH otweuAa teiol f I I If 14 11j f.11 „g"'�8g�83aSi�g o x tlp x 52 _ R b p ~~ a q EB r 13i 8 .12Ix F e 'n, arm.=oo.�do n 0 I Q zooP(HaD PeaH otweuAa teiol f I I If 14 11j f.11 „g"'�8g�83aSi�g o x tlp x 52 _ R b p ~~ a q EB r 13i 8 .12Ix F e 'n, arm.=oo.�do n 0 I W�tl I I li FlII /Ir I I I I , I I I W N I N� fq i I 1' alI a 0. 0. II I II zooP(HaD PeaH otweuAa teiol f I I If 14 11j f.11 „g"'�8g�83aSi�g o x tlp x 52 _ R b p ~~ a q EB r 13i 8 .12Ix F e 'n, arm.=oo.�do n 0 ADVANCED WASTEWATER TREATMENT SYSTEM MAINTENANCE AND REPAIR AGREEMENT MEMORANDUM OF UNDERSTANDING BETWEEN 11IU��CIPAI�ITY OF NCIIORAGE AND —r THIS MEMORANDUM OF UNDERSTANDING made and entered into as of this Z 44 day of J-zj&S- of 200 -5, -by and betiveen _ /Cu(.w6/ t it y� herein the "OWNER," and the Municipality of Anchorage, herein the "MUNICIPALITY." In consideration of the mutual covenants contained herein, the parties to this Memorandum of Understanding 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 AbyllN- Ta-- located at ff(!o V'>'u`cy Ar , ,vt-. 0/w Aenn Alaska . 2. Definitions. A. Alteration. Any change to the design or function of an AW WTS that includes the installation or removal of any parts, components or pieces not included in the original construction permit and design. Prior to performing any alterations to an AWWTS the owner must obtain a Wastewater Disposal System Construction Permit from the Municipality pursuant to Anchorage Municipal Code (hereinafter, "AMC") 15.65. B. Certificate of On -Site Systems Approval. 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 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. C. Damage. Any man-made or natural change in a system that would inhibit the system from performing as designed. D. 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. E. Permit (Construction) An On -Site Wastewater Disposal System Construction Permit as defined by AMC 15.65. F. Permit (Operating) An Advanced Wastewater Treatment System Operating Permit. An annual permit, issued by the Municipality, that . allows the Owner to operate an AWWTS, upon meeting all the requirements of this agreement, the conditions of Operating Permit, the requirements of the On -Site Wastewater System Construction Permit and all relevant provisions of AMC 15.65 3. Fee. Owner shall pay to Municipality an annual fee of ;2C -9D ($4.00), payable on or before the issuance of the operating permit and annually thereafter. The annual fee is due on or before the anniversary date of the approval by the Municipality of installed system. 4. Term. The term of this Memorandum of Understanding shall be for the life of the AWWTS. The term begins on the date of approval by the Municipality of the installed system and shall continue while the AWWTS system is in use or operational or until the property is sold or title is transferred by owner and a new certificate of On -Site approval is issued to the new owner or transferee of the property. 5. Alterations, Installation and Removal of Additional Fouinment. Owner agrees not to make any alterations, removal of parts or additions to the AIA VTS without a Construction Permit from the Municipality. 6. maintenance and Repairs. A. Throughout the term of this Memorandum of Understanding, the Owner shall maintain ANVWTS in good repair. In addition, it shall be the responsibility of the Owner during the term of this Memorandum of Understanding, and any extensions or 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. Further, Owner agrees to comply will all applicable ordinance, laws, regulations, rules and orders for the AWVv7S. B. Owner agrees to provide the Municipality a written schedule of routine maintenance and repairs which have been performed on the system pursuant to the terms and conditions contained in the Owner's AWWTS Operating Permit. This schedule shall be submitted to the Municipality annually upon the renewal of the permit. The schedule of maintenance and repair contained in the Owner's AWN'VTS Operating Permit is: 6/1/1/0,4 C C. Owner acknowledges that the fine schedule for failing to maintain and repair an AWWTS are codified in AMC 14.60. D. Owner agrees that only maintenance, repair personnel certified by the Municipality will inspect and make any necessary maintenance, repairs or permitted alterations to the system. E. Owner agrees to grant the Municipality reasonable access to test and inspect the AWNVTS upon 24 hours written notice. F. Owner agrees that any sale or transfer of title of the property -,%till not occur without a new Certificate of On -Site Systems Approval. G. Owner agrees that the relevant provisions of the standard specification guidebook for AW WTS is the governing professional guidelines for the construction, maintenance and repair of the Owner's AWWTS. 7. Nonwwaiver. The failure of either party at any time to enforce a provision of this Memorandum of Understanding shall in no way constitute a waiver of the provisions, nor in any way effect the validity of the Memorandum of Understanding or any part hereof, or the right of such party thereafter to enforce each and every provision hereof. 8. Amendment. A. This Memorandum of Understanding shall only be amended, modified or changed by a writing, executed by authorized representatives of the parties, with the same formality of this Memorandum of Understanding was executed and such writing shall be attached to this Memorandum of Understanding as an amendment. B. For the purposes of any amendment modification or change to the terms and conditions of this contract, the only authorized representatives of the parties are: Owner: Anchorage: Purchasing Officer C. Any attempt to amend, modify, or change this contract by either an unauthorized representative or unauthorized means shall be void. 9. Jurisdiction: Choice of Law. Any civil action arising from this Memorandum of Understanding 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 Memorandum of Understanding. 10. Severability. Any provisions of this Memorandum of Understanding decreed invalid by a court of competent jurisdiction shall not invalidate the remaining provisions of the Memorandum of Understanding. i Date: STATE OF ALASKA THIRD JUDICIAL DISTRICT MUNICIPALITY: By: Title: Date: ) ss. The foregoingy�rument -as acknowledged before me thi a day of 20 , by / :�[ n.� , the PiZllytr✓t of AYt/ behalf of the Municipality of Anchorage. Y PUBLIC December 29, 1978 #780171 Frank Gerjevic 810 west 16th Avenue Anchorage, Alaska 99501 Subject: Lot 12 Block 2 Valley View Estates Subdivision A permit issued by this department for well and/or sewer system has expired. Permits are issued on a calendar year basis, as stated on the permit, by authority of Municipal ordinance. if you have drilled the well, a well. log should be sent to this department to document the installation date. if there are any further questions, please contact this office at 264=-4720. Sincerely, Les N. Buchholz, R.S. Senior Environmental Specialist LNB/ljw encs copy of permit ��� ���� ������� ��� DEPRRTMENT Or \HLTH HND ENVIRONMENTAL - TCT ION! ° � r +, 825 /L STREET, ANCHORAGE, HK. 99%..i. 264~4720 .^ �F L_ L.- F -P 54 Ex C3 PA—��I -I - FE LE r- 9 E -n. Fl�� f -_-I_ P-9 1:7T PERMIT NO. ( 780171 ) APPLICANT 810 W. 16TH AVE. 274 5765 LOCHTION SPRUCE LANE LEGAL L12 B2 VALLEY VIEW EST LOT SIZE 0 SQUARE FEET TYPE OF SOIL HBSORBTION SYSTEM IS: TRENCH MAXIMUM NUMBER OF BEDROOMS = 4 SOIL RATING (SQ FT/BR)= 200 � THE REQUIRED SIZE OF THE SOIL ABSORPTION SYSTEM IS: I> EF F" -F 11 — � �W A PAOl- 0- 1 ... �12N :1. fit ����E-E L �EEF�`y 9-1= -1 THE LENGTH DIMENSION IS THE LENGTH (IN FEET) OF THE TRENCH OR DRHINFIELD THE DEPTH OF H TRENCH OR PIT IS THE DISTANCE BETWEEN THE SURFACE OF THE GROUND HND THE BOTTOM OF THE EXCAVATION (IN FEET). THERE IS NO SET WIDTH FOR TRENCHES. OTHER THE GRAVEL DEPTH IS THE MINIMUM DEPTH OF GRAVEL BETWEEN THE OUTFALL PIPE AND THE BOTTOM TO INSURE PROPER INSTALLATION. OF THE EXCAVATION (IN FEET). P-.1 fE: I :l: Y' ��F�' 31 IT E> E= C2 FE V1 E3 E= ���-T- 1: K0 7- 90 �'Njl ��:'-.E, E -H. ����f-.N PA� PERMIT APPLICANT HAS THE RESPONSIBILITY TO INFORM THIS DEPARTMENT DURING THE INSTALLATION INSPECTIONS OF ANY WELLS ADJACENT TO THIS PROPERTY AND THE NUMBER OF RESIDENCES THAT THE WELL WILL SERVE. _T [4 C) 1212 is �I C-_RP-A.,cs �F:-"l �u I F : EH. lc� BHCKFILLING OF ANY SYSTEM WITHOUT FINAL INSPECTION AND APPROVAL BY THIS DEPARTMENT WILL BE SUBJECT TO PROSECUTION. 1INIMUM DISTANCE BETWEEN H WELL AND ANY ON-SITE SEWAGE DISPOSAL SYSTEM IS L09 FEET FOR R PRIVATE WELL/ OR 150 TO 200 FEET FROM H PUBLIC WELL DEPENDING UPON THE TYPE OF PUBLIC WELL WELL LOGS ARE REQUIRED AND MUST BE RETURNED TO THE DEPARTMENT WITHIN 30 DAYS; OF THE WELL COMPLETION. OTHER REQUIREMENTS MAY APPLY. SPECIFICATIONS AND CONSTRUCTION DIAGRAMS ARE AVAILABLE TO INSURE PROPER INSTALLATION. P-.1 fE: :l: Y' ��F�' 31 IT E> E= C2 FE V1 E3 E= FT -TAL^ K 19 1" E_"� I CERTIFY THAT 0 I HM FAMILIAR WITH THE REQUIREMENTS FOR ON-SITE SEWERS AND WELLS AS SET FORTH BY THE MUNICIPALITY OF ANCHORAGE. 2: I WILL INSTALL THE SYSTEM IN ACCORDANCE WITH THE CODES. ]: I UNDERSTAND THAT THE ON-SITE SEWER SYSTEM MAY REQUIRE ENLARGEMENT IF THE RESIDENCE IS REMODELED TO INCLUDE MORE THAN 4 BEDROOMS. SIGNED ISSUED -_ VI0 1 ; -O & E GEO'-,�HNICAL'& DEVEL' "MENT CO. -Box 90, Davis St., Eagle River, Alaska 99577 694-2774 or 688-2280 Earl Ellis Russell Oyster 694-2774 SOIL LOG 6 Soils Et Foundations Land Development 0 Performed for: Name: �-< Tel. Mailing Address: Legal Description: Depth (feet) 0 Soil Characteristics :.mown—;s ��'- Gam- S•��Y `� zAv`✓t- o 3 m 5 n 8 �7 t1\.Jv 2y1t Jay 9. 10 11 12c�roth r\C 13 14 15 W61 Ground Water Encountered: Yes No If yes, what depth �t Proposed Installation: Seepage Pit Drain Field Comments: 1 0�,� t'•�O2-�v�pus ���:\z�ati of ar i'iY ���'S f'.C�a \IQC•i.I� 1`� .r�yr.z� ��" h Nv\e. 7ra:Ot„a+,'t�lJ Performed by: Date:-, Z—%' 0�27 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: Gamess Engineering Group, Ltd (GEG) Phone: 907-337-6179 Address: 3701 East Tudor Road, Suite 101- Anchorage, Alaska 99507 Engineer's Printed Name: Jeffrey A. Garness Date: In conducting this evaluation, GEG provided an engineering evaluation of the well and/or septic system o 0 r in accordance with the guidelines and regulations established by the Municipality of Anchorage and o �� industry practices. The reported results describe the condition of the system/s on the date/s of the �G P. evaluation. Separation distances were measured to readily identifiable features. Hidden defects or G T encroachments may exist that were not identified during the evaluation. The operational life of all wells ; and septic systems depend upon a variety of variables, including but not limited to, soil conditions, • • • • • . groundwater levels (that may fluctuate during the year), quality of construction (materials and a workmanship), and the water usage of the family utilizing the system/s. These conditions can vary, and Q. .. are outside the control of GEG. Satisfactory test results do not guarantee future performance of the J A. system/s; therefore, GEG makes no warranty (express or implied) regarding the future performance of GOA CE— the well or septic system. GEG makes no representation whether an alternative well or septic system 9 can be installed on the property in the event either of the current systems fail to perform adequately in the future. The content of this report is for the sole benefit of the person/party that retained GEG to �Qqa�r 0 f e perform the evaluation. Reliance upon the information provided in this report by any other person or wha soeverding subsequent property purchasers) is not authorized, nor will it confer any I\\\\\\�hOFO((// 6. DSD SIGNATURE System #1 Approved for y bedrooms 0P-�ER PEER o System #2 Approved for bedrooms Disapproved JJ� PRO�,h _ �4 Conditional approval for bedrooms, with the/ #AECC884 g : BY 1 �2f�Y� Original Certificate Date: The Municipality of Anchorage Development Services Division (DSD) issues Certificates of Onsite 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 blue sheet 10-10-12.doc Nitrate Advisory Arsenic Advisory Other MUNICIPALITY OF ANCHORAGE DEVELOPMENT SERVICES DEPARTMENT 907-343-7904 On-Site Water and Wastewater Section Fax: 343- 7997 www.muni.org/onsite Mailing Address: P. O. Box 196650 * Anchorage, Alaska 99519-6650 * www.muni.org Well Water Advisory Certificate of On-Site Systems Approval # OSC201498 Subdivision: Valley View Estates #1, Block: 2, Lot: 12 This well’s productivity was determined to be 0.94 gallons per minute. The minimum well productivity required under (AMC 15.55) for a 4-bedroom residence is 0.42 gallons per minute or 150 gallons per day per bedroom. Although the subject well currently exceeds this minimum requirement, the production capacity can fluctuate and may be insufficient to meet your needs. This advisory must be attached to all copies of the subject Certificate of On-Site Systems Approval.