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HomeMy WebLinkAboutVALLI VUE ESTATES #2 BLK 6 LT 4Valli Vue Estates #2 Block 6 Lot 4 #015-123-14 / Municipality of Anchorage Development Services Department Building Safety Division On-Sete Water and Wastewater Program, 4700 Elmore Road P.O. Boz 196650 Anchorage, AK 99507 Page of www u.anchorage.ak.us (907) 343-7904 ON-SITE WASTEWATER DISPOSAL SYSTEM AND/OR WELL INSPECTION REPORT Permit Number. SW O O 2 PID Number. 015- i23-14 Nams PA 1 16te6r, Wastewater System: ❑ New ❑ Upgrade Adbsu (ob 31 Rciu xk tree I)r'%%A, 2;xis4itn ABSORPTION FIELD plbns Number M Beddome 'i O Dep Trentm p Sh.l Trench 0 Bea t] MasW ❑ Olh« LEGAL DESCRIPTION sde Romig TMM n Dpm b«org" grade Gpnffl' Ft. itG LO I,1 �• VLAC- i-StA pm pee Daltam bto irmi worial grate Gl" depm b«Ieelh plie 1L E- 1 Vt%w FI. FI T~Mup Range som. F,1 acted aoove «pried grade Grs.M Length FI. FI. Well: p46 i, ❑ New ❑ Upgrade Gl" Meth Number M enH pManca between Ines FI. FI Clae d"M (PMMe A. B. Q TOM Dpin carW b Tom ab.". Mee 0" Mow"o FI. fl FI° One« Doe Dneed inamw DMe moat d Ft j Con-J. S !r o9 Y.W pump Sm M CaNng Hrghl AG Ghllllld TANK GPM FI. FI SEPARATION DISTANCES XSeptic ❑Holding ❑S.T.ER [3 Other: ToIN-0, Absorption Ldt Haklmg ubllWnvate M.a°iMB1 paory Fran Field Station Tank Sewer Line Greer GM low Wee MelenM 1 steel Numberq CamprbnMls a s«reoswM« LIFT STATION LM LaraPump W* M M 'Pump Mf MSM al Hpi wet« is m al M b b Cunrn pan N.o Pump Mets a Moth Elect," WNWI.e peHormw OF Remres Fyrj,'„j (Ani I,,,Ln Ao BENCH MARK aA Vt k MDA ',r Louem «W Deemptq Stx'.h Nr= Cornu to ! wq, o o^ ke. %e swni tl.rW n 10D FI n 1 , pvr quit Dates: 1 $ It D Inspections performed by: LAM J Wi \ R� OF At �l _ tr..,. • it 2n Development Services Department Approval - J `t•. 49TH ✓� Conditional Approval Date: -ia SPuRKLANC �i. t cn •kr / I Reviewed �� I/ " 17' � G � 111���'i ��© 1 and approved by: Date: I / I Lot 3 sWwc n£s A s l I l C 10.5, 46.5' 0 17.0.50.0 I I E 19.5' 51.5' f 0.5 510 ell BENCH PARK O '/ / Lot 31 � / Lot 4 NSIAILED NEW 1000 GAT.. SCPAC TAN PUBLIC WATER =1£Y. WELLS + rXWW 100'+ 1ROM PROPOSED SEPnC TANK REPLACEYCA4 WE 3-BORY HOUSE� HOUSE1 PER YOA CODE R£OUlRCYCN � I / / � I Lot 30 ' Lot 5 / I VALLIE VUE #2 BLOCK 6 DA a£AM 1. r", i '. cm c7rD m 1000 GAL. SEPTIC TANK EXIST PRAIAGELD P5 0 25 50 75 l03 125 150 SCALD 1' = 50 FT. FAMDATM V CLEAMI/T 49th SPURKLAND HOUSE CORNER 20 J W ANU . AVE UE I I LOT 4 BLOCK 6 VALLIE VUE 2 I I SEPTIC SYSTEM ASSU/LT 103 W AK. 5 VENUE DA Tr: AUGUST 24, 1008 ANCH. AK. 99501 PAUL BUTTON (907) 179-3916 6631 ROUND TREE DRIVE SHEET: 1/1 GRID: 2439 PERMIT # SVO900142 PID # 015-123-13 VOIIIeVue#2L4B61,dwg MUNICIPALITY OF ANCHORAGE Development Services Department On -Site Water 6 Wastewater Program 4700 South Bragaw Street P.O. Box 196650, Anchorage, AK 99519-6650 (907) 343-7904 ON-SITE WASTEWATER DISPOSAL SYSTEM PERMIT Upgrade C 12:30 Date Issued: Aug 06, 2009 Expiration Date: Aug 06, 2010 Permit Number: SWO90142 Parcel ID: 015-123-14 Legal Description: VALLI VUE ESTATES #2 BLK 6 LT 4 Design Engineer: 0007 SPURKLAND ENGINEERING Site Address: 006631 ROUND TREE DR Owner Name: PAUL BUTTON Lot Size: 770296 SQ. FT. Owner Address: 6631 ROUND TREE DRIVE Total Bedrooms: 3 Permit Bedrooms: 3 ANCHORAGE. AK 99516-6816 This permit is for the construction of: ❑ Disposal Field 0 Septic Tank ❑ Holding Tank ❑ Privy ❑ 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. Received By: Issued By: 4'J Date: 8 4� /. Date: Municipality of Anchorage • Development Services Department Building Safety Division On -Site Water and Wastewater Program 4700 Elmore Road P.O. Box 196650 Anchorage, Alaska 99507 www.muni.org/onsite (907)343-7904 ON-SITE SEWER/WELL PERMIT APPLICATION FOR A SINGLE FAMILY DWELLING Parcel I.D. Propertyowner(s) Pam' �ul)o.. ❑ Day phone 3Y6- 3600, Mailing address 063) 'ko4Q —r, ,_ Pr; vci A, Jje . Ak, Zip Code 99sd 6 Site address srt . c- Zip Code Legal description (Sub'd., Block & Lot) Nadi. 1),e i1Z 131k C, Cf y Legal description (Township, Range & Section) Lot Size Sq. Ft. 23573 THIS APPLICATION IS FOR (® all that apply): Absorption Field ❑ Septic Tank 9 Holding Tank ❑ Privy ❑ Private Well ❑ Water Storage ❑ Number of Bedrooms 3 THIS APPLICATION IS AN: Initial ❑ Upgrade 9 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. of property owner or authorized agent) Permit/Rush Fees: > 30 m ' Waiver Fees: Date of Payment: ehlol %Date of Payment: Receipt Number: 10 00060 4 Fri" Receipt Number: (Rev. 11/05) k1iN_Alll&Spufthnd EimUNmemolmg Environmental Consulting and Design August 3, 2009 Municipality of Anchorage Development Services Department Building Services Division On-site Water and Wastewater Program 4700 Bragaw Street P.O. Box 196650 Anchorage, AK 99519-6650 Subject: SEPTIC TANK PERMIT APPLICATION VALUE VUE #2 LOT 4 BLOCK 6 We arc submitting an application for the replacement of the septic tank for this lot. The submittal consists of one (1) drawing showing the present improvements on the lot and the proposed improvements of the lot, of which only the septic tank is subject to this permit application. The installation of this septic tank will not prevent wells and septic systems from being installed on the adjacent lots. There are no developed or natural surface / sub surface drainage courses within 100 feet of the proposed septic tank location. The proposed septic tank will not change the general slope of the area. Ponding and/or concentration of surface runoff will not result from this installation. If you have any questions or are in need of additional information please contact me at 279-3916. Si ccrcly, �� L pur land 203 West 15ih Avenue Suite 203, Anchorage, AK 99501, Phone: (907) 279-3916 Fax: (907) 276-6013, SpurklandEng@gci.net / Lot 3 Lot 4 :. NOW WATER SYSTEM. WELLS / TAU NEW I000 ?00•i TROY PAOP= SEPTIC ^ ► I TANK RMACEWNT SITE / HOUSE PCR 110A RUBLE armwis l ► Lot 30 \ Lot 5 ► ► VALLIE VUE #2 BLOCK 6 4, FEET COVER ewar TO EXIST LRAffinD K�I�I�I1L•I�f�if (�iiLL9;� 25 0 25 50 75 lm 125 150 SCAL& 1'= 50 R, TURN TMV aEAAcuT 5FUIMW ANU 15TH. AVENUENG I I LOT 4 BLOCK 6 VALLIE VUE 12 I I SEPTIC SYSTEM D2009 ANCH. AK. 99501 PAUL BUTTON DATE. JULY 28, 2009 L9n7) 979-3916 6637 RDIIND TRFF DR/VF SHEET. 1/1 GR/D: 2439 PERMIT k SVO90OXX PID k 015-123-13 Va/Ue Vue#2L4B6ldwg I spwM aimd EIM& M01mg Mi7770� Environmental Consulting and Design Septic Tank Installation: 1. A new septic tank, of the size specked in the design drawings, shall be procured from a quailed manufacture/supplier if the existing septic tank Is found to be defective. Construction shall include two 4" diameter cleanouts for pumping access. 2. The burial rating of the tank shall be adequate for the actual burial depth encountered. 3. The tank shall be level and sufficiently bedded to prevent settling of shifting of the tank. 4. All standpipes on the tank shall extend a minimum of 12inches above the final grade. S. Tanks installed with less than 4 feet of cover shall be insulated. 6. The sewer service line from the house to the tank shall have a minimum slope of 2% unless prior approval is obtained from the engineer. 7. The inlet and outlet lines from the tank shall be bedded in drain rock or the soil shall be sufficiently compacted to prevent future settlement of the soil. 8. Septic tank inlets, outlets and cleanouts shall be fitted with water tight couplings. 9. A cleanout shall be installed 1 to 4 feet from the foundation. 10. Post tank cleanouts shall be installed per MOA requirements. Does not apply to pressurized lines. 11. In areas with high ground water, the septic tank shall be sufficiently anchored to resist buoyancy forces when there is not adequate soil cover to resist uplift force. The contractor shall refer to the engineer for direction regarding this matter. 12. The tank ball shall be graded sufficiently to ensure positive drainage away from the tank. 13. All holding tank and lift stations shall have an audible and visible alarm inside the residence being served. 14. All lift stations shall be wired in compliance with all MOA guidelines and the Uniform Electrical Code. A municipal electrical permit and Inspections must be obtained where required by the MOA. 15. The contractor shall verify that the septic tank/lift station is a minimum of 100 feet from any residential water well, 150' from any class'C' well and 200 feet from any community water wells. Additional separation distances must also be maintained. 16. The contractor shall remove or abandon the existing tank in compliance with the Unform Plumbing Code. Inspections: 1. A minimum of one Inspection is required by the Municipality of Anchorage. These Inspections must be conducted under the supervision of a Professional Engineer licensed to practice in the State of Alaska. 2. The septic tank may be set in place, but may not be backfilled. 3. The contractor shall provide a legible copy of all field notes relating to system layout and construction to the engineer for the use in preparing the record drawings. 4. The contractor shall coordinate all inspections with the Engineer. A minimum of 24 hours notice Is required prior to the start of construction. If necessary, a preconstruction meeting will be held onsite. 203 West 151h Avenue Suite 203, Anchorage, AK 99501, Phone: (907) 279-3916 Fax: (866) 354-1597, Lspurkland@gci.net Municipality of Anchorage Page of DEPARTMENT OF HEALTH AND HUMAN SERVICES ENVIRONMENTAL SERVICES DIVISION P.O. Box 196650 • Anchorage, Alaska 99519-6650 • Telephone: 343-4744 On -Site Wastewater Disposal System and/or Well Inspection Report Permit Number: too 9154aAtT PID Number: b 1r, — 1Z3 - I `i Name: S)EFErJ Wastewater System: @-New Grade nt.5o Do F AddfeSS (n� G61 (Z011t•)p AIC. E �fLtJ� ArdLF1 ABSORPTION FIELD �(r.r Phone:No. 277-J61G 3`F6 -3500 of Bedrooms: 3Deep Trench ❑Shallow Trench ❑Bed DMound ❑Other LEGAL DESCRIPTION Soil Rating: Total Depth from original grade: *°X11.84 225 02 1. Lot: Block: Subdiv�rslon: 14 VALL.I Jve # D pth to pipe bottom from original grade: '�� Gravel depth beneath pipe 69 � EsT. S.Is — Is•9 Ft. 3 Ft. Township: ^—jo Range: J Section: Fill added above orilginal grade: Gravel length: 'bi 3 b Ft. Ft. WELL: Gravel width: t I _3 Number of lines: Distance between lines: IST)t.1 Z Ft. 1 Ft. Classification (Private, A,B,C): Total Dep Cased To: Total absorption ar� -2b Pipe material: `t11 911QE Wlr11Jn11Y Ft. Ft. SQ.Ft. PVC. Driller: Dale Drilled: Static Water Level: Installer: 1 Date installed: 19-70IS Ft. Yield: Pump Set at: I Casing Height Above Ground: TANK GPM Ft. Ft. G X I.S-rI�j(0 SEPARATION DISTANCES ❑Septic Ll Holding ❑S.T.E.P. To Septic Absorption Lift Holding Public/Private Manufacturer: Capacity in gallons: From Tank Field Station Tank Sewer Lines Well' - .ZLUI% Zaot- _— _• '�Iir Material: Number of Compartments: Surface — _ LIFT STATION Water )Coli- 1064 Lot 1 S 4• 1Size 5+ — in gallons: Manufacturer: Line t Foundation S'+ P O 1{, — "Pump on" level at: P off" level at: High water alarm at: Curtain 1' o j V Pump Ma odel Electrical Inspections performed by: Drain ryO�E / Remarks: 'iN15 I5 A Ddcowtel.)'rkrJc-1 OF IN BENCH MARK • 0"rLEC�6ED` -RENSC.44 TI -FAT LAJ" 1/.16TALLE]D Location and Description: Tem = ToP OP DE c.K 6LOS9 ro IT JT Ar PercnnlT• A KEGLvF,,r-r A Sl Po) IT Lo•r L) Q E 1.1 IvttZ YSaarl_k-G6610 Triage I Assumed Elevation: 100. b En QINEER'S SEAL WAS lA5•rAL.LED PE2 ENl4 »tcvLINTa 7;4ESLoPr OF TyG PILL.�����ehj• .OF q� TESTI4pLE WAS Pxc_ v 7ED A -r LotoeST Pon7T OF NLL.L- NEAY �� •O, t �1T% Yo T2ENtH. Inspections performed by: A•w• w a 1 IJC- Dates: 1s 2nd -i /17-A-1 ,.:. Department of Heal!and u an Services approval Reviewed and approved by: Date: /- / C/-99 72-013 (Rev. 9/91) MOA 25 ,Ecipiy,l A 6A"f-SS 0,6 •- -Jg53 PERMR NUMBER: 1�iS-B�T- T DRAWING PARCEL I1 NUMBER: NO PERMIT J 015-123-14 GRADE OW MT1 = SUMP OBL1 OBL2 KEY BOX / EXISTING UNDOCUMENTED TRENCH \ ! 1 / r \ \ SUMP / q, \ MT1 i i &r. I l l ""••hh9t I \ D812 X1607��D DBL ! 4 EXISTING CRIBON WATER \ J 1 cot CA/Mi I / / r 0 3 ��/s7y, NO NCVS 0 ( - EXISTING 1000 GALLON /'SEPTIC TANK ( I I 1 ! I I I I ! 1 / I I -BDTTOM OF DISTRIBUTION LINE = 64.91 (TYPICAL) BOTTOM OF TEST NOTE: THE EXISTING CRIB HAS BEEN DOCUMENTED; BUT RHOLE - 75.26 THE TRENCH WAS INSTALLED WITHOUT A PERMIT IN THE NO GROUNDWATER BOTTOM OF TRENCH 1970'S. THE INSTALATION WAS NOT DOCUMENTED. THE OR BEDROCK FOUND a TOM22 (TYPICAL) CRIB HAS PASSED AN ADEQUACY TEST ON 12/29/98. (ON 1/9/99) THIS DRAWING IS TO DOCUMENT THE "BOOTLEGGED TRENCH. ALASKA WATER AND WASTEWATER CONSULTANTS, INC. _oq fop 6901 DEBARK ROAD SUITE 28. ANCHORAGE. AK 99504 PHONE: (907) 337-6179/FAX: (907) 338-3246 O'••1 /1.'•_ 4��A VALLI VUE ESTATES #2. LOT 4. BLOCK 6, Ov °.:... '. : ..: ...., E OF WORK: AS -BUILT OF SEPTIC SYSTEM "' r A. G PARED FOR: PHONE NUMBER: oo e C 7953 NELSON DEFENDORF 277-1616/346-3500 Q��'•:; E: DRAWN BY: SCALE: PAGE: 6% 1/12/99 ... '•6%F: 1/12/99 J.L.M. 1 = 40' 2 OF 2 Alaska Water & Wastewater Consultants, Inc. 6901 Debarr Road, Suite 2-13 — Anchorage — Alaska 99504 Phone (907) 337-6179 — Fax (907) 338-3246 Consulting Engineers January 19, 1999 Municipality of Anchorage DHHS, Division of Environmental Services On -Site Services Section P.O. Box 196650 Anchorage, Alaska 99519-6650 Attn: Dan Roth Ref: Valli Vue #2, Lot 4, Bk 6 Dear Mr. Roth: RECEIVED JAN 79 1999 Municipality of Ancharage dept• Health & Human Baroid®a I responding to your request for additional information on the "bootlegged" septic system our firm documented on the subject property. As you know, the septic system does not run parallel to the slope contours, but perpendicular. It is approximately 19.6 feet below grade at the deep end and 11.8 feet below grade at the shallow end. The groundwater monitoring tube was installed near the shallow end of the trench, to a depth of 17.8 feet below grade, which is 6 feet below the bottom elevation of the trench. No groundwater or impermeable soils were encountered. I have pulled test hole information on several of the surrounding lots and found not data indicating that groundwater was encountered in any of the test holes. It is my opinion that there is minimal chance that groundwater is a concern in this area. If you have any questions, please contact me at you for your consideration of this matter. Municipality of Anchorage � Department of Health and Human Services 825 "L" Street Rick Mystrom, P.O. Box 196650 Anchorage, Alaska 99519-6650 Mayor http://www.ci.anchorage.ak.us January 19, 1999 Jeff Garness, PE Alaska Water & Wastewater Consultants, Inc. 6901 De Barr Road, Suite 2B Anchorage, Alaska 99504 Subject: Waiver Request for Lot 4 Block 6 Valli Vue Estates #2 Waiver Request #WR990002 Parcel ID #015-123-14 HA990013 Dear Mr. Garness: Your request for a waiver of the required 10 feet horizontal separation from the absorption field to property line has been approved. The approved separation distance is 5.0 feet. This waiver is from the absorption field to the north property line. This waiver approval applies to the existing absorption field to property line separation only. Any future upgrade to the on-site wastewater disposal system will require all separation distances be met or another approval from this department. If there are any further concerns or questions regarding this waiver, please call our office at 343-4744. Sincerely, Daniel J. Roth Civil Engineer On -Site Water Quality Program MUNICIPALITY OF ANCHORAGE Department of Health and Human Services On-site Services Section Waiver Review Worksheet WR# WR990002 PID# 015-123-14 HA# RA990013 Permit Date Received: Jan 13, 1999 Legal Description: Lot 4 Block 6 Valli Vue Estates #2 Engineer: Jeff Garness PE Alaska Water & Wastewater Consultants. Inc.- 6901 nc._6901 De Barr Road Suite 2B Anchorage Alaska 99504 Applicant: Nelson Defendorf Waiver Requested: Lot line waiver of 5 feet from the new absorption field to the north property line Criteria: 1. Geology: Points: A. Water Table B. Soil Sorption C. Permeability D. Water Table Gradient E. Horizontal Separation TOTAL: 2. Special Conditions: 3. Other: Waiver is Granted: x Waiver is NOT Granted: List Conditions or Reasons for above: S,XF ENLIivffR? ATA C"&Ca L F 1%E9 OF ,%"u -S 71 r / CA 7 -/ON - Date: By: PWAI Name of Reviewer Rec #: 04438/192 Amount: $ 115.00 Date Paid: Jan 13, 1999 Alaska Water & Wastewater Consultants, Inc. 6901 Debarr Road, Suite 2B — Anchorage — Alaska 99504 Phone (907) 337-6179 — Fax (907) 338-3246 January 13, 1999 Municipality of Anchorage Department of Health & Human Services P.O. Box 196650 Anchorage, AK 99519-6650 REFERENCE: Lot 4; Block 6; Valli Vue Estates #2 Property line waiver request Request you issue a five (5) foot property line waiver from the new absorption field on the referenced property to the north property line. We do not anticipate any adverse effects to the neighboring property with the issuance of this waiver. The neighboring septic system is more than 10 feet away from the property line and it is served by a class "A" community water system. If you require additional*ormation, please contact us at 337-6179. M.S. President JAG/gd GRE"ER ANCHORAGE AREA BOP"UGH Department of Environmental Quality 3330 C Street Anchorage, Alaska 99503 INSPECTION REPORT ON-SITE SEWAGE DISPOSAL SYSTEM NAME Yab 4ciJze MAILING ADDRESS ` 5)t7 w ��� PHONE LOCATION foa4 P(7P e d (%I ✓e- LEGAL DESCRIPTION �"' /��yke j SEPTIC TANK: DISTANCE�f I �1Qe/ NUMBER OF .z FROM WELL MANUFACTURER✓/u�< J MATERIAL Ste -C / COMPARTMENTS INSIDE LENGTH INSIDE WIDTH LIQUID DEPTH LIQUID CAPACITY /OoO GALLONS. SEEPAGE PIT: NUMBER OF PITS DIAMETER OR WIDTH A, LENGTH Z DEPTH i LINING MATERIALC0z1"e1P /rH SCRIB SIZE: DIAMETER DEPTH DISTANCE FROM: WELL Jar 1 TOTAL EFFECTIVE BUILDING FOUNDATION, NEAREST LOT LINE Za ABSORPTION AREA (WALL AREA) �S `' SQ. FT. ADDITIONAL ABSORPTION WELL: wa1_ D7vlm��%� /� TYPE CONSTRUCTIC BUILDING NEAREST FOUNDATION LOT LINE CESSPOOL OTHER SOURCES APPROVED DISAPPROVED DISTANCES: %A� ' 13'111( INSTALLED BY: Joo h 4OCke PIPE MATERIAL: &7/( ( C LOT SLOPE: REMARKS: Form No. EQ -037 NEAREST SEWER LINE , DEPTH SEPTIC TANK_ DIAGRAM OF SYSTEM 2& DAT APPROV DISTANCE FROM: SEEPAGE SYSTEM B. GREATER ANCHORAGE AREA BOROUGH DEPARTMENT OF ENVIRONMENTAL QUALITY 3330 "C" STREET ANCHORAGE, ALASKA 99503 TELEPHONE 274-4561 SEWAGE DISPOSAL SYSTEM — APPLICATION AND PERMIT NAME OF APPLICANT % A\ INSTALLATION LOCATION `' p/_p`�L1 LEGAL DESCRIPTION v w INSTALLATION OF: SEPTIC TANK 0©0 c TYPE AND SIZE OF FACILITY TO BE SERVED PERMIT NO. MAILING ADDRESS 13V /a w r -�` l PHONE : -"dil SEEPAGE PIT ! — DRAIN FIELD OTHER FINANCED THROUGH (� TO BE INSTALLED BY — v �' � SOIL TEST RESULTS ��'^ NOTE: THIS PERMIT IS NOT VALID WITHOUT SOIL TEST COMPLETION DATE ANTICIPATED FINAL INSPECTION: 24 HOUR NOTICE REQUIRED. BACKFILLING OF ANY SYSTEM WITHOUT FINAL INSPECTION BY THE DEPARTMENT OF ENVIRONMENTAL QUALITY AUTHORITY WILL BE SUBJECT TO PROSECUTION. SEPTIC TANK SIZE C% ")'n TYPE SEEPAGE AREA SIZE TYPE C � uj'o�a' o?d11 MINIMUM DISTANCES, REQUIREMENTS DIAGRAM OF SYSTEM FOUNDATION TO SEPTIC TANK FOUNDATION TO SEEPAGE PIT ( DRAIN FIELD SEPTIC TANK TO SEEPAGE PIT WALL I I SEPTIC TANK 51 , SEEPAGE PIT " `-' + DRAIN FIELD TO NEAREST LOT LINE. WELL TO SEPTIC TANK i� 10 d 1 SEEPAGE PIT A d I DRAIN FIELD ALSO CONSIDER AREA WELLS. WATER MAIN TO SEPTIC TANK (_U SEEPAGE PIT Ifl DRAIN FIELD ( 01 I r SEPTIC TANK, lob , SEEPAGE PIT ` DRAIN FIELD C V I TO RIVER, LAKE, STREAM. CAST IRON INTO AND OUT OF SEPTIC TANK AND INTO CRIB CROSSING GAP OF EXCAVATION 5 FEET INTO UNDISTURBED SOIL. 4 INCH DIAMETER CAST IRON SIPHON PIPES ON SEPTIC TANK AND SEEPAGE PIT FITTED WITH AIRTIGHT REMOVABLE CAPS. GRAVEL 13ACKFILL CONFORM TO BOROUGH REGULATIONS R GA DING INSTALLATION. G. .A.B. OR LICENSED DESIGNER 1 CERTIFY THAT 1 AM FAMILIAR WITH THE REQUIREMENTS OF GREATER DESCRIBED SYSTEM IS IN ACCORDANCE WITH SAID CODE. DATE APPLICANT'S SIGNATURE FORM NO. ED -016 AREA BOROUGH NO. 28-68 AND THAT THE ABOVE r..� GREATER ANCHORAGE AREA BOROUGH DEPARTMENT OF ENVIRONMENTAL QUALITY 3330 "C" Street ANCHORAGE, ALASKA 99503 Case # Performed For ,('g / -e Dated Performed -1—%3 Legal Description: Lot y Block (o This Form Reports Soils Log Percolation Test Soil Test Must Be Logged To 4' Below Proposed Seepage System - Feet Soil Characteristic. - 2 3- 5-6- 7-9--- 3— / 1— �J Was Ground Water Encountered? %%) If Yes, At What Depth? ..�M.� :O®::C:. �... Reading Date Gross Time Net Time Depth to H2O Net Drop 1 — Percolation Rate Minute Proposed Installation: Seepage Pit Drain Field Depth of �I7nlet Depth to Bottom of Pit.or Trench COMMENTS: Test Performed BY fjz�/`, Date Certified BY: Date: O VC/ i �—J / %5;1.1 y P, / �Q, 3�; o 0 No �10f-eef Crede: ava;/ab/e. r ,F1iO1'OszI) lll1 L'LLING LOCATION NOTlio ' It is the contractor's responsibil;ty to check Top of Fo Dcl.-,tlon in rel;aicroship to Finish Grade. Top of oindation as indicated is one Wore Of block above Fin;sh Grade. Lek 497,. p� p•. spa NO.3255-5' sQ9a� 43, 573 f.+. -moo\/ 1 I hereby certify that I have surveyed the following described property: L07— 4 No. Z Anchorage Recording Precinct, Alaska, and that the improvements situated thereon are within the property lines and do not overlap or encroach on the property lying adjacent thereto, that no improvements on prop- erty lying adjacent thereto encroach on the premises in question andthatthere are no roadways, transmission lines or other visible easements on said property except as indicated hereon. Dated at Anchorage, Alaska thin 30 day of .4tJlU� 19 FRED WALATKA & ASSOCIATES Engineers and Surveyors Municipality of Anchorage °T a On -Site Water &Wastewater Program (907)343-7904 CERTIFICATE OF ON-SITE SYSTEMS APPROVAL w5 - Parcel I. D. 0,'-(—1 2 3 — 14 Expiration Date: 1. GENERAL INFORMATION �y Complete legal description VALLI VUE ESTATES(; BLOCK 6, LOT 4 Location (site address) 6631 ROUND TREE DRIVE *ANCHORAGE, AK 99507 Current Property owner(s) PAUL BUTTON Mailing address Real Estate Agent 2. TYPE OF DWELLING: Day phone 6631 ROUND TREE DRIVE *ANCHORAGE, AK 99507 Day phone 0 Single Family (w/wo ADU) ❑ Duplex ❑ Multiple Dwellings (Single Family and/or Duplex) 3. NUMBER OF BEDROOMS: 4. TYPE OF WATER SUPPLY: Individual Well Individual Water Storage Community Class A Well Public Water System Wai ,erNariance request for. Received by: 3 346-3606 COSA to be released to the engineer, unless otherwise requested by the engineer. COSA Fee $ Date of Payment_ ✓�2���7� Receipt Number 64f�JG Cosa# Date: Waiver Fee $ Date of Payment Receipt Number Waiver # Distance: — TYPE OF WASTEWATER DISPOSAL: ❑ Individual On-site 0 ❑ Individual Holding tank ❑ Community On-site ❑ ❑ Public Sewer ❑ COSA to be released to the engineer, unless otherwise requested by the engineer. COSA Fee $ Date of Payment_ ✓�2���7� Receipt Number 64f�JG Cosa# Date: Waiver Fee $ Date of Payment Receipt Number Waiver # Distance: — 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 GARNESS ENGINEERING GROUP, Ltd. Address 3701 E. TUDOR ROAD, SUITE 101 * ANCHORAGE, AK 99507 Engineer's Printed Name JEFFREY A. GARNESS, P.E. Engineer's Comments In conducting this evaluation, GEG provided an engineering evaluation of the well and/or septic system in accordance with the guidelines and regulations established by the Municipality of Anchorage and industry practices. The reported results describe the condition of the systems on the date/s of the evaluation. Separation distances were measured to readily identifiable features. Hidden defects or encroachments may exist that were not identified during the evaluation. The operational life of all wells and septic systems depend on a variety of variables including, but not limited to, soil conditions, groundwater levels (that may fluctuate during the year), quality of construction (materials and workmanship), and the water usage of the family utilizing the systems. These conditions can vary, and are outside the control of GEG. Satisfactory test results 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 alternative well or septic system can be installed on the property in the event either of the current systems fail. The content of this report is for the sole benefit of the persoMparty 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 not authorized. In short, GEG disavows any legal duty to anyone other than the person/party who paid for this report. 6. DSD SI ATURE System #1 Approved for bedrooms. System #2 Approved for Disapproved. Conditional approval for bedrooms. Phone 337-6179 Date 5 ' •1? s bedrooms, with the following stipulations: ON-SITE WATER AND W FROG AR M Original Certificate Date: 6 3 ` /-5 The Vunicfpali*? ort-An6oraga Develop, amt Services Division (DSD) issues Certificates of On -Site Systems Approval (C OSA) 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 ram, nan5i If mors than 7 septic system is on the lot: COSA Checklist # _of_ Structure served by this system Certificate of On -Site Systems Approval Checklist oil Legal Description: VALLI VUE ESTATES #2: BLOCK 6, LOT 4 Parcel ID: i9 —123-14 A. WELL DATA Well type A Date completed Total depth ft. Date of test PUBLIC WATER If A, B, or C provide PWSID# 210605 Well Log (Y/N) Sanitary seal (Y/N)— Cased to ft. FROM WELL LOG Static water level ft. Well productiong.p.m. WATER SAMPLE Coliform colonies/100 ml. Nitrate mg./L. A Ic: ug./L. Date of sample: _ B. SEPTIC/HOLDING TANK DATA Tank Type/Material SEPTIC/STEEL Wires properly protected Casing height (abo n AT IN TION Collected by: Date installed 8/11/09 in. Tank size 1000 gal. Number of Compartments 2 Cleanouts (Y/N) YES Foundation cleanout (Y/N) YES Depression over tank (Y/N) NO High water alarm (Y/N) N/A Date of pumping 4/29/15 Pumper ISAAC'S PUMPING C. ABSORPTION FIELD DATA *BELOW EXISTING GRAD Date installed 9/26/73 Soil rating (g.p.d./ftlor /bd 225 System type PIT Length 28 ft. Width 14. ft. Gravel below pipe 9 ft. Total depth *12.4 ft. Eff. absorption area 756 ft2 Monitoring tube **YES Depression over field NO Date of adequacy test 4/30/15 Results (Pass/Fail) PASS For 3 bedrooms Fluid depth in absorption field before test 62 in. Water added 950 gal. New depth 68 in. Elapsed Time: 130 min. Final fluid depth 62 in. Absorption rate >= 450+ g,p.d. Any rejuvenation treatment (past 12 mo.) (YIN & type) NONE **MT EXTENDS TO ROUGHLY 8 FEET BELOW TOP OF SEEPAGE PIT. THE TRENCH SYSTEM REMAINED DRY THROUGHOUT THE TEST. If yes, give date — D. LIFT STATION Date installed Size in gallons Manhole/Ac cess ffg; 'Pump on• level at in. "Pump off' levelHigh water alarm level at in. Cycles tested Meets alarm $ circuit requirements? E. SEPARATION DISTANCES SEPARATION DISTANCES FROM WELL ON LOT TO: Septic tanknift station on lot Absorption field on lot Public sewer main Sewer /septic service line On adjacent On adjacent lots manhole/cleanout Holding tank Manure/animal excrete storage areas SEPARATION DISTANCES FROM SEPTIC/HOLDING TANK ON LOT TO: Building foundation 5'+ Property line 5'+ Absorption field 5'+ Water main 10'+ Water service line *UNKNOWN Surfacewater. 100'+ Wells on adjacent lots 200'+ SEPARATION DISTANCE FROM ABSORPTION FIELD ON LOT TO: Property line **5' Building foundation 10'+ Water main 10'+ Water service line *UNKNOWN Surface water 100'+ Driveway, parking/vehicle storage ***0' Curtain drain NONE KNOWN Wells on adjacent lots 100'+ F. COMMENTS *REASONABLE TO ASSUME 10'+ BASED UPON LOCATION OF KEY BOX, HOUSE AND SEPTIC SYSTEM. **WR#99002 ***SEEPAGE PIT IS UNDER DRIVEWAY GARNESS ENGINEERING DID NOT EVALUATE THE VIABILITY OF THE TRENCH SYSTEM. G. ENGINEER'S CERTIFICATION I cer* that I have determined through field Inspections and 4 review of Municipal records that the above systems are in conformance mfh MOA COSA guidelines in effect on this date. Engineer's Printed Name JEFFREY A. GARNESS OQn 9i J E- Date (Rev. 11/05) 130 SCALE: 1'°= 30' C-, Q �X LOt 3 v®To� ret. wall deck 0 4.0 '° N 2StOrYF ra Hose me 76 T�64T Lot 5 OF •q-A� � 49th 0000 .Fred Walatka.i ,� P,, 3255 - S �o • • •ssrowa�• •�� EASEMENTS OF RECORD, OTHER THAN THOSE SHOWN ON THE RECORDED PLAT ARE NOT SHOWN HEREON. Holt BE b.fl T r 0 ePwo�e� �yi O�rS D O 1 .o -,-Wire fence Q m c�Lot 31 GO N Lot 4 1 fm Il pa 1 M o V, r (' 1 " 1 z I Lot 30 1 r AS -BUILT NO CORNERS SET THIS DATE I hereby certify that I have performed a Mortgagee's inspection of the following described property: LOT 4. BLOCK 6. VALLI VUE ESTATES. UNIT No. 2 Anchorage Recording Precinct, Alaska, and that the improvements situated thereon are within the property lines and do not overiap or encroach on the property tying 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 19th day of MAY ,2015. FRED WALATKA & ASSOCIATES (907-248.1666) Engineers and Surveyors 30 ret. wan Lot 3 S'6>o �8S8yF e e geP� 8 r dock c 4.0 a Story P, Nam"arhe 8621. %8S8n� x8647 Lot 5 *0*%X%% OF A4 �IV • ow 49th 0 00. ..00 .,W,,`zx. -�a1 / ,•.Fred Walatka.•ffi �� srF • 3255 - S • *" trl d'i`p • • ' . •NO �► 76F SCALE: 1 "= 30' ' `S``�� EASEMENTS OF RECORD, OTHER THAN THOSE SHOWN ON THE RECORDED PLAT ARE NOT SHOWN HEREON. Hon BE f ITare fence carmen 5496 Lot 31 AS -BUILT NO CORNERS SET THIS DATE i nereoy canny met i nave perronned a Mortgagee's inspection of the following described property: LOT A. BLOCK 6. VALLI VUE ESTATES, UNIT No. 2 Anchorage Recording Precinct, Alaska, and that the improvements situated thereon are within the property lines and do not overlap or encroach on the property lying 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 1 gth day of _ MAY 2015. FRED WALATKA & ASSOCIATES (907-248-1666) Engineers and Surveyors MUNICIPALITY OF ANCHORAGE DEPARTMENT OF HEALTH & HUMAN SERVICES Division of Environmental Services On -Site Services Section P.O. Box 196650 Anchorage, Alaska 99519-6650 343-4744 RECEIVED tJ;� IAN 131999 uNiuvALITY OF ANCHORAGE _NV(g()NMENTAI SERVICES DIVISION CERTIFICATE OF HEALTH AUTHORITY APPROVAL FOR A SINGLE FAMILY DWELLING Parcel I.D. # 015-123- . 1 4 HAA # 1,AQ �5 L 7 \�elC\GGU_�l 1. GENERAL INFORMATION LOT 4; BLOCK 6; VALLI VUE ESTATES #2 Complete legal description Location (site address or directions) 6631 ROUND TREE DRIVE ANCHORAGE AK 277-1616 Property owner YEkSON DEFENDORF Day phone Mailing address,_Er63T Round Tree Drive Anchorage, AK 99516 Lending agency Day phone Mailing address Agent'•.Bonnie Mehner/ Jack white Real EstateDayphone Auu1 C5J Unless otherwise requested, HAA will be held for pickup. 2. NUMBER OF BEDROOMS: 3 3. TYPE OF WATER SUPPLY: Individual well Community well XX Public water NOTE: If community well system, provide written confirmation from State ADEC attest- ing to the legality and status of system. 4. TYPE OF WASTEWATER DISPOSAL: Individual on-site XX Holding tank Community on-site Public sewer NOTE: If community wastewater system, provide written confirmation from State ADEC attesting to the legality and status of system. 72-025 (Rm i/91) Front MOAM21 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 of this Health Authority Approval application shows that the on-site water supply and/or wastewater disposal system is 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 in compliance with all Municipal and State codes, ordinances, and regulations in effect on the date of this inspection. Name of Firm Address ALASKA WATER & WASTEWATER Phone X37-617 Engineer's signature ANCHORAGE, Alaska Water & Wastewater Consultants Inc. is to be paid1425°V at closing for engineering services performed. 6. DHHS SIGNATURE Approved for Disapproved. Conditional approval for Additional Comments M_ bedrooms. bedrooms, with the following stipulations: Date % — / y The Municipality of Anchorage Department of Health and Human Services (DHHS) issues Health Authority Approval Certificates based only upon the representations given in paragraph 5 above by an independent professional engineer registered in the State of Alaska. The DHHS does this as a courtesyto purchasers of homes and their lending institutions in order to satisfy certain federal and state requirements. Employees of DHHS do not conduct inspections or analyze data before a certificate is issued. The Municipality of Anchorage is not responsible for errors or omissions in the professional engineer's work. 72-M( .1/91) Back MOA021 kECEIVED Municipality of Anchorage LAN 13 1999 DEPARTMENT OF HEALTH & HUMAN SERVICES Environmental Services Division µMUNICIPALITY OF ANCHORAG 825 L Street, Room 502 • Anchorage, Alaska 99501 �jg"143 e4 fEs Dlvlsl 6 Health Authority Approval Checklist Legal Description: VAL-LI VVE EST. 31`7+ LoT r},$cK- 6t Parcell.D.: OIS— /z.3 -Ll A. WELLDATA (�ZrAr'lUMITY Well type GL-nsc a A%N If A, B, or C, attach ADEC letter. ADEC water system number Log present(Y/N) Total depth Sanitary seal (Y/N) Date completed _ Cased to FROM WELL LOG ZICGOS Casing height (above ground) Wires properly protected (Y/N) AT INSPECTION Date of test Static water level Well production g.p.m. g.p.m. WATER SAMPLE RESULTS: Coliform Date of sample: B. SEPTIC/ TANK DATA Collected by: Other bacteria Date installed 9 ? 3 Tank size 1000 Number of Compartments Z Cleanouts (2YA YES Foundation cleanout (YVA Yes Depression po No High water alarm (1 c) Date of Pumping IZ Z9ha Pumper A+ PJ AfId6 C. ABSORPTION FIELD DATA Date installed 9 Zj.Z -Soil rating (> orz/bdr ZZS System type C21e + TcfNc.r} Gera= za,erls- 14' pfe = 9t I Length TgeNUVofiU. ' Width"rKewj-z'-3' G Gravel thickness below pipeTReyto-&b1Totaldepth 12.5 G¢s - '176 *6 Effective absorption area-rF�N zbcdMonitoring Tube present Yes Depression over field t !Jo Date of adequacy test * IZ/Z`i AS Results as /FRW) 12^SS For 3 bedrooms Fluid depth in absorption field before test (in.); 42" Immediately after)014( gal. water added (in.): 54%% Fluid depth 481 (ins) Minutes later: 15 mv4. Absorption rate = 1' gc) f Peroxide treatment (past 12 months) M& Mads "00d If yes, give date 72-026 (Rev. 3/96)* D. LIFT STATION Date installed _ Manhole/Access High water alarm level at* Size in gallons "Pump on" level *Datum E. SEPARATION DISTANCES (LonnmvnllT( SEPARATION DISTANCES FROM WELL ON LOT TO: Septic/holding tank on lot 2oo14 Absorption field on lot ZC0 1H" On adjacent lots On adiacentJots "Pump off" level at* Public sewer main Public sewer manhole/cleanout Sewer /septic service line Lift station SEPARATION DISTANCES FROM SEPTIC/ TANK ON LOTTO: Foundation JS I Property line to + Absorption field Water main/service line 101* Surface water/drainage 1001+ Wells on adjacent lots SEPARATION DISTANCE FROM ABSORPTION FIELD ON LOTTO: 4� 1 1 Property line 5 Building foundation Io i Water main/service line Surface water / col Curtain drain Nope F. ENGINEER'S CERTIFICATION 14 I Driveway, parking/vehicle storage area o Wells on adjacent lots loolit 2e4,)es-r N 5' LOT LrNE 170 V -E -X STi 1G Te6 J c N . •.� I certify that d�j min u fie inspections and review of Municipal records t Vibp � ms are in conform nce itiiM�OA auideli es in effect on this date, cr`ae� ..• "0® Engineer's Namt jrl� A' Caanu�.3S 4 •....., '7 mt to r A. Dateil`! �Q ,p, E.7953 <� HAA Fee $ 00 ' 00 Waiver Fee $ /➢ �� > l �M � n� wl rem J Date of Payment 1 - (� I Date of Payment c1 Receipt Number Receipt Number 0 72-026 (Rev. 3/96)* /1 Subdivision Owner's Name: Mailing Address: Questions: )"apartment of Environmental Qualit;``� Nater and Sewer Questionnaire Date Ifille /Time Block, Lot 1. How many bedrooms are now in your house? 2. How many bedrooms were in the house at the time of purchase?l 3. Were the basement bedroom walls "roughed in" at the time of purchase?IV4 4. Was the basement bathroom plumbing "roughed in" at the time of purchase? & -4i 5. Did the realtor or builder inform you that you would have to enlarge t�he� �J existing sewer system if you finished the basement bedroom (s)?—LL�— 6. If on a public water supply, do you always have an adequate supply of water? #1? 7. Is the pressure always adequate?l j 8. Who was the builder? olF� 9. Who was the home purchased from? OTHER COMMENTS: