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HomeMy WebLinkAboutVALLI VUE ESTATES #2 BLK 4 LT 30Valli Vue Block 4 Lot 30 #015-322-33 Municipality of Anchorage  Development Services Department .-~ Building Safety Division ~ On-Site Water & Wastewater Program, 4700 South Bragaw St. P.O. Box 196650 Anchorage, AK 99519-6650 '~ ~' wv,~v.ci.anchorage.ak.us (907) 343-7904 Page 1 of 3 On-Site Wastewater Disposal System and/or Well Inspection Repo~ SW050261 P~O Number: 015--322--35 Permit Number: "°me:VERN NIELSEN Wastewater System: ~ New ~ Upgrade ~-,,: ABSORPTION FIELD 6815 59TH PL NE. MARYSVILLE WA 98270 NO, of ~edrooms: ~Other~ Ph°ne:(907) ~60-651 --8255 3 I Deep Trench D She"OW Trench ~ Bed DMound LEGAL DESCRIPTION 0.6 ~.,. 9.o MAX 4 30 VALLI VUE ~2 SEE DWG. ~ 6.5 - - - SEE DWG. r~. 52 ~ 56 (68) ~ --..,.: "--~": I WELL: D New D Upgrede 5 ~ 2 16 / , ~ 884 ~.r,. D 3034/ F-810/ ~ n. A+ HOME SERVICES 10/11/2005 ~EPARATION DISTANCES o s,.~ ~ ,o~ding , S.T.&P. O Other* ~ To Septic ~orptlon Uft H~ld;~g P.~' 1250 From ~ Tank Fmld Station /an~ ~.., U~, ANCHORAGE TANK we, 200'+ 200'+ 200'+ - 25'+ SEPTIC STEEL 2 s~,o~, w~,,~oo'+ ~oo'+ ~oo'+ - LIFT STATION Lot Line 5'+ ~ 5'+ -- -- 1250 ANCHORAGE TANK roundat;on 5'+ 10'+ 5'+ - - 41 41 45 Cu.ain Oroin ~ NON[ KNOWN ~ ~ BENCH MARK ~;~ ~ ~ ~iel~ fi,~loM~ ~ TOP OF BOSOM TRIM BOARD BELOW VENT, SOUTH ~ ~ v~n~ - SIDE OF HOUSE. '" / ..... ; ..... , ~ 100.00 ~ oF Inspections peflo~ed by: OEO, Ltd. Dates: 1st 10/10/2005 ~:"[.'~: .{~:'.:~.?. 3rd 10/11/2005 Development Se~ices Depa~ment Approval ~ R~viewed and approved by: Date: PERMIT NUMBER: AS-- 015-322-33 SW050261 . / ~- ~ ~ .... NOTE: THE INST~TION OF THE PRESSURE UN~ ~ ~ ~ ~ ST2 - 1t.56 3t.79 FROM ~E [1~ STATION TO THE D~N~ELOS_ ~ ~ ~ ~ ~ ' ~ ~ ~ W~ NOT INSPECTED ~ ~NESS ENGINEERING. ' ~ ~ ~ / ~ - .... ~ ~ PER ~E INST~R, A+ HOME: SE~CES. TH~[ ~ . ~ ~X/ MT2 29.43 . - ~E N0 S~ER UNE JOINTS ~THIN 10 F[~ OF~ ~ ~ ~T4 ,84t 53(6 ~ FCO ~ 22.77 5.85 LOT 3,. BLOC. ,: ~ ~- '~ ~FI~ X / / ', ,, V RN NIELSEN (~60) 6~1-8255 ~ 20~ ~ ~¢~ 'a /~E~5' '" `< / ~c or WORK: ' ~/19/2005 AS-BUILT OF NEW SEPTIC SYSTEM '~/ / ~ Rev 01~5) DRAWING P..CE,,o .oM,ER: NO..R: AS--BUILT 0,5--322-- 3 SW050261 FINA~ GRADE - 10 MT )RIGINAL GR.e, DE ' 102.40-103.59 IRtGINAL GRADE- 104.41-105,61 . 105.63-106.07 FABRIC OF PiPE - 101.09 PiPE I" 1.25" PVC WITH 1/4' HOLES ,PACED 21' ON CENTER 05 HOLES) FABRIC PiPE '" 103.11 PIPE I" 1.25" PVC WITH 1/4' HOLES SPACEO 25' ON CENTER (1, HOLE") RELATIVE ELEVATION OF BOTTOM OF TE,THOLE- OF TRENCH - 94.59 Of' TRENCH - g6.61 RELATIVE FLEVATION BOTTOM Of' TESTHOLE" 90.61 (TEST HOLE DRY)'--',-..,.,~,~.~ GARNES$ ENGINEERING GROUP, Ltd. ~..~...~ CONSULTANTS & GENERAL CONTRAC IPHONE NUMBER: pAGE NUMBER: PARiD FOR: I (360) 651-8255 3 OF 3 VERN NIELSEN BY: LEGAL DESCRIPTION: B.F.~I, VALLI VUE S/D #2; LOT 30, BLOCK 4, DATE: TYPE OF WORK; 10/19/2005 PROFILE AS-BUILT OF TANK & DRAINFIELDS p:l/1 |NspECTtON REPORT MUNICIPAt-t'T'Y ANCHORAGE. ~UtLDING sAFETY DtVISlO~ O1:4700 SOt. JTt-[ ~,RAGA~N iN.~OEC~ON iNFoRMATION &HELP; 3'43-?96~.~.muni.org~Dftn~,P'cti°~'~'u4m INSPECTION: FAX (',)0 I;Z'~ -~''r777 iNSPECtiON: VOlC=~ ~,3~ ~ ~--~'~RM~; ~41~ ~ ~- -- '~ w~T~EED~ ~ -- GRIDI: ~ ADOR~S: 6~1 . · ........ -- ~ ~ ~ME~ or DIR~TI~s ' ~ AM CA~ 84 FOR O~t~E MTG ~ pi:6~:i MUNICIPALITY OF ANCHORAGE Development Se~,ices Department On-Site Water & Wastewater Program 4700 South Bragaw Street P.O. Box 196650, Anch(x~age, AK 99519-6650 (907) 343-7904 ON-SITE WASTEWATER DISPOSAL SYSTEM PERMIT Upgrade Date Issued: Aug 01, 2005 Expiration Date: Aug 01, 2006 Permit Number: SW050261 Legal Description: VALLI rUE ESTATES #2 BLK 4 LT 30 Design Engineer: 0855 Garness Engineering Group, LTD Owner Name: VERN NIELSEN Owner Address: 6827 62ND PLACE NE MARYSVILLE, WA 98270-8819 Parcel ID: 015-322-33 Site Address: 006231 WEST TREE DR Lot Size: 21965 SQ. FT. Total Bedrooms: 3 Permit Bedrooms: 3 This permit is for the construction of: [] Disposal Field [] 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. · L..~ ~ Date: Received By: .~-- / ,ssuedBy:. ~f Date: ~/'l~- Municipality of Anchorage P.O. Ih~x 1~) · Anchorage, Alaska ~xsIg-~L:~) · Tdclflmnc (~)7) $13-g~11 · l:~x (~)7) ~3.~i ~7(X) Bragaw Street · Anchorage, Alas~ ~)7 Mayor Mark Bcglch Building om~c'-' Dlx~siOll August 1, 2005 Jeffrey Garness, P.E. Garness Engineering Group 3701 E. Tudor Road, Suite 101 Anchorage, AK 99507 Subject: Waiver Request for Vale Vue Estates Block 4 Lot 30 Waiver Request WRIt: 050059 Parcel ID # 015-322-33 PERMIT #: SW050261 Dear Jeffrey Garness, P.E.: Your request for a waiver of the required 10 feet horizontal separation from the absorption field to the property line has been approved. The approved separation distance is a I foot lot line waiver from the west property line to the proposed drainfield. 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 343-7904. Sincerely, t~J~odalc fOiTEnginleer On-Site Water & Wastewater Program Community, Security, Prosperity Municipality of Anchorage Development Services Department Building Safety Division On-Site Water and Wastcwatcr Program 4700 Bragaw Street P.O. Box 196650 Anchorage, AK 99519-6650 www.ci.anchorage.ak.us (907) 343-7904 Waiver Review Worksheet WP, n: 050059 PID~: 015-322-33 HA/Permit~ PERMIT #: SW050261 Date Received: August 1, 2005 Legal Description: Yalli Vue Estates Block 4 Lot 30 Engineer:. Jeffrey Garness, P.E. Garness Engineering Group 3701 E. Tudor Road, Suite 101 Anchorage, AK 99507 Applicant: Vern Nielson Waiver Requested: A 1 foot lot line waiver from the west property line to the proposed drainfleld Criteria: Geology Points: A. Water Table B. Soil Sorption C. Permeability D. Water Table Gradient E. Horizontal Separation Total: Waiver is Granted: ~( Waiver is not Granted: List Conditions or Reasons for above: Date: 7/28105 By: Joe Gqodall Name of Reviewer Rec#: 71604 Amount: $175 Date Paid: 81t/2005 Municipality of Anchorage Development Services Department ~'.. Building Safety Division On-Site Water & 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. 015-322-33 Permit Number Properly owner(s) VERN NIELSEN Day phone Mailing address (1) 6815 59TH NE. * blARYSViLE. WA. ~a~ address (2) b~-51 I-*~C~'~- "~-~::: 'T~-~V~ ZipCode Legal description (Lot, Block& Sub'd.) LOT 30. BLOCK 4: VAtLI VUE ESTATES SUBDIVISION Legal description (Section, Township & Range) Lot Size ~1~1 ~,~' AcreO Number of Bedrooms THIS APPLICATION IS FOR: Sewer Only Sewer and Well Sewer Upgrade Well Only Water Storage THIS PROPERTY CONTAINS: Hot Tub Swimming Pool Therapy Pool Jacuzzi Water Softening Unit I certify that the above information is correct. I further certify that this application is being made fora Single Family Dwelling and is In accordance with applicable Municipal codes. GARNESS ENGINEERING GROUP, Ltd. Permit Fees: Date of Payment: Receipt Number:. Waiver Fees: Date of Payment: Receipt Number: 175 GARNESS ENGINEERING GROUP, Ltd. CONSULTANTS & GENERAL CONTRACTORS July 18, 2005 Municipality of Anchomge Development Service Department On-Site Water & Wastewater Program 4700 South Bragaw Street P.O. Box 196650, Anchorage, Ak 99519-6650 (907) 343-7904 Ref: Proposed Septic Upgrade for Valll Vue Estates Subdlvision #2; Lot 30, Block 4, To whom it may conc~q: The existing 3 bedroom house is served by a community well and a private septic system. The septic system is currently in the state of failure and needs to be upgraded. We are proposing that a new 1250 gallon S.T.E.P. tank and a dual deep trench type drainfield be installed. One test hole was excavated on the property. The drainfield will be designed around the 30 foot radius of this test hole. Comments regarding the design are summarized as follows: 1. SOILS: See the attached logs which shows the soil classifications, groundwater monitoring, and the percolation test results. 2. DRAINFIELD DESIGN: See attached design drawing for drainfield specifications. 3. SURFACE WATERS: There is a creek running approximately north to south along the east property line. The septic system will be installed 100 feet plus from the creek. 4. TOPOGRAPHY: As can be seen on the attached design drawing the average topography in the area of the proposed drainfield is a 5 percent slope running approximately north to south. In short there are no slope concerns. We are unaware~f any adverse impacts this installation would have on adjacent wells or septic systems. If you have any//~uestions, please contact us at 337-6179. Thank you for your assistance. NOT£: Attached ~s a site plan drawing, a design drawing, a detail drawing, a waiver letter, and one soil log. which are all part of the design package for this septic system. (Contact G. E.G. Ltd. for 7 page construction specification letter.) 3701 E. Tudor Road, Suite 101 * Anchorage, AK 99507 Ph: (907) 337-6179 * Fax: (907) 338-3246 * Website: gamessengineefing.com GARNESS ENGINEERING GROUP, Ltd. CONSULTANTS & GENERAL CONTRACTORS July 18, 2005 Municipality of Anchomge Development Service Department Building Safety Division On-Site Water & Wastewater Program P.O. Box 196650 Anchorage, Alaska 99519-6650 Ref: Lot Line Waiver Request For Valli Vue Estates Subdivision #2; Lot 30, Block 4. To whom it may concern: We request that your department issue a 1-foot lot line waiver from the west property line to the proposed drainfield. I am unaware of any adverse impacts this waiver would have on adjacent wells or septic/systems. If you have any questions, please contact us at 337-6179. Thank you for your assistant. Jeffe ~ GaX~ss, l~. ., · · Pre ~t 3701 E. Tudor Road, Suite 101 * Anchorage, AK 99507 Ph: (907) 337-6179 * Fax: (907) 338-3246 * Website: gamessengineering.com · ',1 '~,j /'~ ~ NOTE: ALL PRO'PER'I~' II '1,,.'~',~',, /// ~ X SHOWN IS SERVED BY/ I I "~o '~.~- ~ ) , I' ] I ~x I I I'" x~ GARNESS ENGINEERING GROUP, ; CON~ULTAN~ & OENE~L CONT~ORS ~ ) ........ VERN NIE~EN I (907) 350-4495 ] 1 OF 3 ~'Oh~ ~' ~A~ VUE ~TATES SUBDIVI,ION ~2: LOT ,0. BLOCK 4. R.A.~ ~~K~ SITE P~N FOR PROPOSED SEPTIC SYSTEM UPGRADE 7/18/2005 ~ c,~. Lu. ~ ,', z p,~r~: ~.~unc~'~ NOYE: THE WE~ LOT dN[ AND 100' ~ ~T P~ ~ ~ ~N. ~uu~ o~ ~ ~ ~ ~ ~ ~ ~ ~,~ S~BACK ~OM CREEK S~ BE ~ ~ ~Y (G~): ~ ~ GEG. ~ P~I~ ~D F~GGED BY A REGI~ERED ~ND ~ ~. ~ ~D SUR~OR PRIOR TO CON'RUCTION. MINIMUM ~N~ ~.~. 7~ ~ ~ ~[ ~E~ ~O ~ ~ ~ -- / M.O~ ~ ~D ~L~:N/A ~ 31, B~K ~. · ~ ~ ~ ' ~ ~ ........... CONSULTAN~ & GENERAL CON~CTORS L' YEn. ~I[~E. I (907) ~50-4495 I 2 or ~ ~ ~ ~'~ ~,, .. ~,~ VALLI VUE ESTATES SUBDIVISION f2; LOT 30, BLOCK 4, K.A.~ DESIGN FOR PROPOSED SEPTI: SYSTEM UPORADE 7/18/200 JNGTE: 11tE Di~I'RSBt~ION UNES ARr' TO B~ 1.25 INCH ~ ~ ~ INCH HOt. ES ~PAC~D Z3.2 INCHr~ ON ,, IN f'ROM ~.T.r..P. TANK THE D~'TRIBUTIOH UNES ARE TO BE 1.25 ~' (15 HOt.~ PER LAT~.~/30 k'OL.E::S TOTN. cR~r CON S U ~.TAF4T~. & (3ENERA~. CONTRACTORS ~~..~_~/I ~ ' 18 2005 i D~AIL FOR PROPOSED DRAINFIELD UPGRADE ~ 7/ / , CONSULTANTS & OENEI~L CONTRACT.~O..R~~..~. :.*'. 1... ~' ']~'' :'~": ...... :....I PERFORMED FOR: ~. NihON BA~~~~O~,,~ ,.~ ~ ~ TEST HOLE ~1 J~ I s~/sP SP GW GP GM GC SW ~sP ~ sc OrG ML CL OL CH OH DEPTH TO DATE ;ROUNDWATER D~ ?/14/os DATE READING CLOCK NET TIME WATER LEVEL NET DROP TIHE (MINUTES READING (INCHES) I 1:12 - 6' - 2 1:42 30 4.5' 1.5° 3 1:43 - 6" - 4 2:13 ,30 4.5" 1.5' 5 2:14 -- 6" -- 6 2:44 30 4.625' 1,375' SOILS LOGGED BY: PERCOLATION RATE 20.0 (MIN./INCH) PERC. HOLE DIA. 6 (INCHES) TEST RUN BETWEEN 6 FT. AND 7 FT. A FOUR HOURPRESOAKWASPERFORMED: m YES I--INO SUSAN OSWALT PERCOLATION TEST PERFORMED BY: JORDAN TROISI COMMENTS: PERFORMED BY OEO, Ltd. I. JEFFREY ~ GARNESS, CERTIFY THAT THIS WAS/PER~'O.~RMED IN ACCORDANCE WITH ALL STATE AND MUNICIPAL GUIDELINES IN EFtLCT ON THIS DATE:~ ANCHORAGE AREA BOR,.JGH Department of Environmental Quality 3330 C Street Anchorage, Alaska 99503 INSPECTION REPORT ON-SITE SEWAGE DISPOSAL SYSTEM · ,MAILING ADDRESSPHONE LOCATION LEGAL D ESC RIPTION /~.~ ff~r ~ ~.~ff~ SEPTIC TANK: DISTANCE /~ FROM WE L~'~ INSIDE LENGTH INSIDE WIDTH MATERIAL NUMBER OF COMPARTMENTS LIQUID DEPTH LIQUID CAPACITY/~0~ALLONS. TILE DRAIN FIELD: DISTANCE FROM WE~ FOUNDATION NUMBER OF LINES / DISTANCE BETWEEN LINES ABSORPTION AREA i/~d~) DEPTH: TOP OF TILE TO FINISH-GRADE NEAREST LOT LINE~/~ FoFTOTALLINEsLENGTH~'~ [ /J//~ TRENCH WIOTH~N. TOTAL EFFECTIVE SQ, FT. LENGTH OF EACH LINE DEPTH ~F FILTER ~( MATERIAL BENEATH TILE~ ~-f~t ABOVE TILE ~ IN. WELL: TYPE _ BUILDING FOUNDATION __ CESSPOOL APPROVED CONSTRUCTION NEAREST LOT LINE_ OTHER SOURCES DISAPPROVED NEAREST SEPTIC SEWER LINE TANK__ REMARKS DEPTH SEEPAGE SYSTEM DISTANCE FROM: DISTANCES: INSTALLED BY: ~/"'/'~ SEWER LINE DEPTH: PIPE MATERIAL: ~'~'~ LOT SLOPE: REMARKS: DIAGRAM OF SYSTEM DAT~'~-~7 -- G.A.A.B~ Form LQ-032 IEIPIE'L~ ]: CFIN'I L.O C:FKI' :]: ON L[:331E~L SRF:I [30::.:', V/JE LO1" 1.4EST TFdEE LOT L=.::E~ F3LK 4 'v'FILI..]: /D 4. fi; lE'i 2 :I..2i:~Z1C~E~ SQUI::IRE FEET "i'"¢F'E 13F '~SI3]:L FIE::SOI'~:E:T:[CII'4 '.:~;"r'E;TE:I'I IX;: TRENCH t','IR,':.:::[I,'iL.IPI NI_.IP'IE:EF~: OF E:EB, I:;,'C'u:3H'_'S ::: 2!~ :SOIL RR]"ING (5;g! FT/'E[R)= ::LL::.-:5 'THE I~:EL::!I.J ]: R:[:i:[::, :5 ;[ ;XIE C'iF THE S;O :1: L. FIE::~;Of~:F"f' l L')I~ .: r :, I E.I I ]: 2;: L- ~:::.. ~-~' ~ lE-~ ..... ::~lE.. ,%; L.. EEl ~--~ lEZ~ -'F ~-~ ~: ICa~ F~: tI:~ %? ESE ~ ......L- E. F "f'laE: L. ENGTH J) :[ HENS ]: ON :[% THE LENGTH (ZN FEET) OF THE: TRENCH OR THE DE:IE'TH OF R 'T'RENCH OR I='ZI' IS; THE E) ]: STFII",IC:E BETP.IEEN THE %I..IFE:FRCE OF THE C~ROUhlD FAN[::, THE ErOTTC[I'd OF THE E',:':;CF~',,,'FIT]:ON (ZN FEET). 't'HE~;:E :IS NO SET I.,.1:[1:)"1"14 F:OFE'. 'f'IRENC:HEE;. THE GRla',,,'EL. [)EIE'TH Z S; THIE I'flZNZHLIH DEPTH OF GI~:FI'v'EL. E:ETI.,.IEEN -I'HE OUTFFILL F'ZF'E Ri'.4D THEE BOTTOH OF TFIE E::':',CFI',,,'FITZON ,::ZN FEET). IF' IL.Ji E~ ,,.:.': Z;F: ::. 3E ~-41 :SZ; IF::" EE: C:: "lE" ~;: C::~ Ii'-.] :S% rF:~ IF::: lE=== lE;:~:: EE lE2:-~. EJ % fF,%:: EE E:FIC:KF'ZLL:I;NEi (;iF Riq'T' ',5'¢'.E;TEM I,.I]:THOLrT F:ZNRL zIqSPECT]:Eff.,I liN[;, FIPF:'I~:O',?Ffl,.. B'.r' THZ$ E:,EF'IEiRTI'dEN'r' I..~:[L.I.,_ E',E E;LIB3ECT T© i','l]:f.,I):l'.'it_lt',l [):[S'I'FINCE E:ETHEEN R HELl._ FII',ID ::LI~:.II~I FEE'f' I='OI;?. Et F%'.Z',,,'IEITE HELl.. IZIR 2(~11~ FEET F:'O[?. R PUBL.];C I.,.IIELI .... :E;I::'EC :[ F' ): C:FIT ]: ON'.E; IEII",ID C:ONS;"FIRUCT l ON D l FIGF?.F4r,Is FtI:;'.E la',,,'FI ]: LFIE:LE: TO l N:SURE: F:'ROPER ]: IqS'T'F~LL. Ff f ]: ON. :1: CER"I']:F:'"r' THF¥1- :L: Z RFI I::RH:[L. ZFIF?. N:[I'H THE RE~::¢J:[REP'IENT::_'; F'OI;~: ON-$:[TE SENEF~'.S_: RND NIEL. I_.S; FI:!5 SET FOt;IETH E?-/ 'THE Pll..IN :[ C: :[ F'faL. :[ -I".r' OF' F:INC:HIEd;?.FIGE. :.?:: :1: P.I ]: L.L ]: i'.,I"_:;TF~L.L. THE '_'5'¢:E;TIEH :[ Iq FIC:C:OI:~:DFII'-,ICE H Z TH THE CODES. 2i:: ]: I...INI:::,E~Ft'.E;TFtN[)THFIT THI.:.: ON-'-'.SZTE ':'_:;EHEF'. S'T'5;TE["I I"'lFl"r' I;?IE(;:!U ]: RE Ei",IL. FtI:O3EHENT Z F THE F?.ES]:E)EI'.8:::E ]:S; F~:E:I','IODELE:L3 'YO ]:NCL.UDE MOIRE TFllai'.4 :~: E; ~: EilqEE:,: IEII::'F'L. ]: CFIN"[' "l' :i: f'IB[EIE:I_ :I: i",fE I'~101"1E% ]: ::F¥::;LJEI) B"r' ................................................................................................. DFITE ......................................... GRE, . ER ANCHORAGE AREA BO~.JUGH DEPARTMENT OF ENVIRONMENTAL QUALITY 3330 "C"STREET ANCHORAGE, ALASKA 99503 TELEPHONE 274-456 ! PERM IT NO, INSTALLATION OF: SEPTIC TANK TYPE AND SIZE OF FACILITY TO BE SERVED ~ ~ SEEPAGE PIT ., DRAIN FIELD ., OTHER FINANCED THROUGH SOIL TEST RESULTS /~-- COMPLETION DATE ANTICIPATED TO BE INSTALLED BY NOTE: TMIS PERMIT IS NOT VALID WITHOUT COIL TEST 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 /'~O O TYPE SEEPAGE AREA SIZe TYPe MINIMUM DISTANCES, REQUIREMENTS FOUNDATION TO SEPTIC TANK ~ FOUNDATION TO SEEPAGE Pit -, D~A~N FIELD SEPTIC TANK TO SEEPAGE pIT WALL SEPTIC TANK TO NEAREST LOT LfNE. WELL TO SEPTIC TANK DRAIN FIELD WATER MAIN TO SEPTIC TANK DRAIN FIELD · SEEPAGE PIT DRAIN FIELD , SEEPAGE PIT · ALSO CONSIDER AREA WELLS. · SEEPAGE PIT SEPTIC TANK, , SEEPAGE Pit , DRAIN FIELD -- 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. OR LICENSED DESIGNEE DIAGRAM OF SYSTEM EQ-016(3-75) NO. 28-68 AND THAT THE ABOVE Lot 30, Block 4 Depth in Feet From To 0.0' 1.0' 1'.0' 8.0' 8.0' 11.0' 11.0' 14.5' 14.5' 20.0' Bottom of Test Hole: Frost Line: Free Water Level: Sample Depth 1 2.5' 2 5.0' 3 7.5' 4 10.0' 5 12.5' 6 15.0' 7 20°0' TABLE A W.O. #8585 Soil Description F-4, brown, peat, Pt, damp, soft F-4, tan, gravelly sand~ silt, ML, damp, stiff, NP F-4, brown, ~andy silt, ML, damp,. stiff, NP F-4, brown, gravelly sand~ silt, ML, damp, stiff, NP F-l, olive, silty sandy gravel, GM, damp, medium to high density 20.0' None Observed - None Observed Type of of Sample Unified G GM G GM ..,m C ECEIVED SEP 4040 "B" STREET, ANCHORAGE, ALASKA 99503 PHONE: 907-279-2581 September 8, 1975 W.O. #8585 Mr. Carl Pruett Valli-Vue Estates P.O. Box 4-1141 Anchorage, Alaska 99509 RE: Subsurface Investigation for On-Site Sewer Systems Lots 26, 27, 28, 29 and 30, Block 4, Valli-Vue Estates Dear Mr. Pruett: Transmitted herein are the results of the subsurface investigation performed on the above referenced lots, August 25 and 26, 1975. The drilling was done with a Mobile Drill B-50 drill rig mounted on a Flextrack-Nodwell track vehicle, owned and operated by Denali Drillihg, Inc.' The test holes were logged and the drilling supervised by Mr. O.M. Hatch, senior technician/staff geologist with Alaska Testlab. The locations of the test holes are sketched on the attached Figure 1. Table A is the logs of the'test holes drilled. The standard explanatory information contained in the back of this report will be helpful in interpreting the date contained on the test hole logs. Classification of the soils is by the unified soil classification system, but was done visually. It would therefore be prudent to keep in mind that the classifications are not necessarily exact and the silt contents listed were estimated. Ail five (5) of the test holes drilled showed a considerable amount of silt to a depth of 10.0 to 15.0 feet below the ground 'surface. Therefore the holes were all taken to a depth of 20.0 feet below the ground surface. On Lots 28, 29 and 30 no water table was encountere'd for the full depth of the test hoie. These holes were filled with water, let set over night, refilled and monitored. Over a period of 1-1/2 hours, the percolation rate for Lot 28 was 2.8 minutes per inch; the percolation rate for Lot 29 was 5.5 minutes per inch and the percolation rate for Lot 30 was 3.3 minutes per inch. Using the data contained in Table A - "Absorption Area Requirements for Individual Residences" on page 8, of the "Manual of Septic Tank Practice", published by Mr. Carl Pruett Page 2 September 8, 1975 the U.S. Department of Health, Education and Welfare, the absorp- tion area requirements per bedroom for a seepage pit placed in the material represented by these test holes would be 100 square feet, 130 square feet and 115 square feet for Lots 28, 29 and 30, respectively. We would like to point out, that though these percolation rates are for the entire hole being perc61ated, ~ is our feelinq_ t~.t~mo~t~~qolation took place in th. ~.9.~~~,~t~'=~we would theref-~~=~--~re recommend that ~ov~=me~6~ed absorption requirements be utilized only if the seepage pits are placed down in the more granular strata. If this is not done, a more conservative value for the absorption area requirements should be utilized. On Lot ~6~/the water table was encountered at 17.0 fee~, while on Lot ~the_~ater table was ~ncountered ~.t,~.~5,~O~et~,~.~6Og~- ~-~~~~Area Boroug~'~--~, Department of Environ- mental Quality will not allow the bottom of a seepage pit to be any closer to the water table than 4.0 feet, we redrilled a hole adjacent to the existing test holes on Lot 26 and 27 to a depth of 4.0 feet above the water table - -~-~- 3.0 feet on Lot 26 and 11.0 feet on Lot 27. These second test holes were filled with water, left to saturate<l over night, refilled and percolated. This was done on September 4, 1975. The percolation rate for Lot 26 was 5.~m~i~utes ~er inch while the percolation rate for Lot'27 was 6.7 minutes per inch. ' ................................. ~ ............. Again utilizing the published data previously referenced, the absorption area requirements for a seepage pit placed on Lot ~2~.~=h~!.~;.~quare feet per bedroom while the absorption area requirements on Lot 27 would be 175 square feet per bedroom. It is our feeling that the absorption area requirements listed in the above paragraph for Lots 26 and 27 are probably a little low. The bottom of each test hole on the lots just did penetrate a more granular layer below the silt (see the'test hole logs). The high percolation rates may be a reflection of 'this granular material in the bottom of.the holes. With this in mind, it would be prudent to use a more conservative value for the absorp- _tion.~%r_~~r~ements on both lots. We would suggest a value more on the order of 250 ~*~f~t~p~'r~b~d~O~O~. Also, we would like to note that the values for the water table listed on the logs are for the date of exploration only. The water table will fluctuate with seasonal and climatic changes. Mr. Carl Pruett Page 3 September 8, 1975 We hope that this information is sufficient for your present needs. If we can offer any clarification or be of further service or help to you, please do not hesitate to contact us. Very truly yours, ALASKA TESTLAB Melvin R. Nichols, C.E. Laboratory Supervisor MRN/HRL/vms 22 2/ :1 I 20 26 % 24, 20 2,7 1('o /8 /4 /7 /0 8 ,9 Municipality of Anchorage Development Services Department Building Safety Division On-Site Water and Wastewater Program 4700 Bragaw Street P.O. Box 196650 An. chorage, AK 99519-6650 www.muni.org/onsite (907) 343-7904 CERTIFICATE OF ON-SITE SYSTEMS APPROVAL FOR A SINGLE FAMILY DWELLING Parcel I.D. 1. GENERAL INFORMATION COSA # 0 ~ ~/t\ b~ Expiration Date: / 0 - ~.. J'- /~,- Complete legal description Valli Vue Estates #2 Block 4, Lot 3o Location (site address) . 623.~. West Tree Drive, Anchorage, AK 99507 Current Property owner(s) Mailing address Lending agency Mailing address John & Beatriz Nickels Day phone 623~WestTree Drive, Anchorage, AK 99507 Day phone Real Estate Agent Mailing Address Marci Bouchard ¢i) Keller Williams Day phone Un/ess othe, rwise requested, COSA will be held by DSD for pickup. 2. NUMBER OF BEDROOMS: TYPE OF ·WATER SUPPLY: TYPE OF WASTEWATER DISPOSAL: Individual Well [] Individual On-site Individual Water' Storage [] Individual Holding Tank r--I Community Class _A Well [] Community On-site [-] Public Water System [] Public Sewer The Municipality of Anchorage Development Services Department (DSD) issues Certificates of On-Site Systems Approval (COSA) based only upon the representations given in paragraph 4 by an independen( professional civil engineer registered in the State of Alaska. Certificates of On-Site Systems Approval are required for the transfer of title (except between spouses) for properties served by a single-family on-site wastewater disposal and/or water supply system. DSD also issues COSAs upon request to homeowners. Certificates of On-Site Systems Approval are valid for 90 days from the date of issue for properties served by a private or Class C well and may be reissued with new water sample results. (Certificates may be reissued for a period of up to one year with valid water samples.) Certificates are valid for one year for properties served by Class A or B wells or a public water system. The Municipality of Anchorage is not responsible for errors or omissions in 'the professional engineer's work. 4. STATEMENT OF INSPECTION BY ENGINEER As certified by my seal affixed hereto and as of the validation date shown below, I verify that my investigation, based on procedures outlined in the Certificate of On-Site Systems Approval Guidelines for this application, shows that the on-site water supply 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 Pannone Engineering Services, LLC Phone 27:z-8228 Address P.O. Box 3.oo:z~.7, Anchorage, AK 995zo Engineer's Printed Name Steven R. Pannone, P.E. Date ~.o1~.7/([ Engineers Comments: In conducting an adequacy test, I attempt to provide a thorough, conscientious engineering analysis of the system in accordance with MOA DSD Guidelines & Regulations. The reported results describe the performance of the system under the conditions encountered at the time of the test, and separation distances measured to readily identifiable features· The operational life of all wells and septic systems depend on the local soil condition, ground water · . . ~ ~\~ ~ · levels that may fluctuate dunng the year, and the water usage of the family being served by the system. These conditions are outstde the control of the evaluator of th~s system. All systems eventually fail and · satisfactory test results do not guarantee future performance of the system, nor do they guarantee that there are no hidden defects or encroachments. ~']~S can therefore not provide any w~an~ for ~ture ~-.,~;~.~-'~....:~.....", performance nor give any estimate of how long the system will continue to meet the operational requirements of the MOA DSD. The content of this report is for the sole benefit of the owner listed ~' '~)"~.~,'~ above. Any reliance upon or use of this report by any other person or party is not authorized nor will it confer any legal right whatsoever. ~'- ...... ,,,"~ .............. d for ~ bedrooms. Disapproved. Conditional approval for bedrooms, with the following stipulations: Attachments: COSA CheCklist Septic System Advisory Well Flow Advisory Nitrate Advisory X Arsenic Advisory Maintenance Agreements · Supplemental Engineer's Report Other ~G~Ofiginal Certificate Date: //~ -C~- /~ / / · Municipality of Anchorage Development Services Department Building Safety Division On-Site Water & Wastewater Program 4700 Bragaw Street P.O. Box 196650 Anchorage, AK 99519-6650 www.muni.org/onsite (907) 343-7904 CERTIFICATE OF ON-SITE SYSTEMS APPROVAL CHECKLIST Legal Description: Valli Vue Estates #= Bk zr Lot A. WELL DATA Parcel ID: o3.n-~22-=R Well type A If A, B, or C provide PWSID # 2=.o6o5 Well Log (Y/N) El~e completed Sanitary seal (Y/N) Wires properly protected (Y/N) Totald~.~,,,.__ .ft. Cased to ft. Casi~ground) _ _ ~ FROM WELL LOG /A,T"I~SPECTION Date of test ~ ~ Static water level '~ ~ ff. Well production ~ g.p.m, g p m :::o:: Arse ' .'~ ug/I in. B. SEPTIC/HOLDING TANK DATA Date of sample: '"'~~ected by:, Tank Type/Material Anchora~le Tank Steel Number of Compartments _= Depression over tank (Y/N) N Pumper A+ Home Services Tank size .... =.2~;o gal. Foundation cleanout (Y/N) Y Date of pumping C: ABSORPTION FIELD DATA Date installed ~o/~/~oon Cleanouts (Y/N) Y High water alarm (Y/N) Y Date installed ',ol',',l:zooF Soil rating (g.p.d./ft2 or ft2/bdrm) 0.6 Length. 68 ft. Width .5 Total depth q.= ft. Eft. absorption area 88~ ft2 Date of adequacy test 3.o1',,;1~,o3.., Results (Pass/Fail) ~ Fluid depth in absorption field before test _o in. Elapsed Time: Z/~,o min. Final fluid depth _.o in. Any rejuvenation treatment (past 12 mo.) (Y/N & type) N Monitoring tube Y System type ...Deep Trench Gravel below pipe ..6.~i Depression over field N Pass For 3 bedrooms Water addedz~5o gal. New depths8 in. Absorption rate >= ~,~o+ g.p.d. If yes, give date D. LIFT STATION Date installed ~o1~12oo~ "Pump on" level at .~ in. Datum. Bottom of Tank E. SEPARATION DISTANCES Size in gallons ~.2~;o "Pump off" level at ~ in. Cycles tested =1 Manhole/Access (Y/N) ..Y High water alarm level at ~g Meets alarm & circuit requirements? Y in. SEPA~NCES FROM WELL ON LOT TO: ~ Septic t.~nk/_l, iff. station~~~__ ~~:~ent ,ots~ Absorption field on lot .... '~_ / On adjacent lots Public sewer main ~ Publi~ sewer manhole/c----~eanout Sewer.~ ~~ ~ Ani.,33at~ontainment areas Manure/animal ex~ storage areas SEPARATION DISTANCES FROM SEPTIC/HOLDING TANK ON LOT TO: Building foundation.. 5+ Water main ~o+ Wells on adjacent lots 200+ Property line ,~+ Absorption field ,~+ Water service line ~o+ Surface water lOO+ SEPARATION DISTANCE FROM ABSORPTION FIELD ON LOT TO: Property line 1' Waived Water Service line ~o+ Curtain drain None Known Building foundation. ~o+ Surface water Acc+ Wells on adjacent lots 2oo+ Water main ~o+ Driveway, parking/vehicle storage F. COMMENTS G. ENGINEER'S CERTIFICATION I certify that I have determined through field inspections and review of Municipal records that the above systems are in conformance with MOA COSA guidelines in effect on this date. Engineer's Printed Name Steven R. Pannonew P.E. Date COSAFee $ Date of Payment Receipt Number (Rev. 11/05) Waiver Fee $ Date of Payment Receipt Number 18/18/2811 12:33 ~8686770 APLUS PAGE 01 A+ HOME.. SERVICES....., 7501 E. 140th Avenue ***** Anchorage, Alaska 99516 345-1890 CUSTOMER INVOICE # 4- 1 2,2 0 Block Lot DATE DESCRIPTION AMOUNT TOT^, /&5 o~ REMARKS ....... " aliens __ Septic __ Leach Area ~ Holding Tank ~ Standpipes me ~ PROBLEM AR~-- GALL FOR MORE INFORMATION EED8 TO ~E DONE AGAIN IN 6 MONTHS ood Shape ~ Sludge buildup on bo~om ~ Floater on top ~ Jim cap missing or ~ Cut standpipe to 1' above ground ~ Needs Septi~dne needs replacing Municipality of Anchorage Development Services Department Building Safety Division On-Site Water & Wastewater Program 4700 South Bragaw SL ~US~ P.O. Box 196650 Anchorage, AK 99519-6650 www.ct.anchorage.ak.us (907) 343-7904 CERTIFICATE OF HEALTH AUTHORITY APPROVAL FOR A SINGLE FAMILY DWELLING Parcel I.D. (-~J 5' ~' 1. GENERAL INFORMATION Expiration Date:. Complete legaldescription VALLI VUE S/D #2; LOT 30, BLOCK 4, Location (site address or directions) 6251 WEST TREE DRIVE * ANCHORACE~ AK 99507 Current Property owner(s) Mailing address Lending agency Mailing address Real Estate Agent Mailing address VERN NIELSEN Day phone (360) 651-8255 6815 59TH PL NE. MARYSVILLE WA 98270 Dayphone AMBER JOHNSON w/JOHNSON PROP. Dayphone 1557 O~ER STREL-I' *ANCHORAGE, AK 99504 337-6393 Unless othen, vise requested, HAA will be held by DSD for pickup. 2. NUMBER OF BEDROOMS: ,3 3. TYPE OFWATER SUPPLY: Individual Well Individual Water Storage Community Class ^ Well Public Water System TYPE OF WASTEWATER DISPOSAL: Individual On-site ~ Individual Holding tank Community On-site Public Sewer ~] The Municipality of Anchorage Development Services-~e~rt~-e-~t~b~-D~-is-&'~-(~ifica't~'(~f Healt~-,~[Jth-0hty~ Approval (HAA) based only upon the representations given in paragraph 4 by an independent professional civil engineer registered in the State of Alaska. Certificates of Health Authority Approval are required for the transfer of title (except between spouses) for properties served by a single-family on-site wastewater disposal and/or water supply system. DSD also issues HAAs upon request to homeowners. Certificates of Health Authority Approval are valid for 90 days from the date of issue for properties served by a private or Class C well and may be reissued with new water samples. (Certificates may be reissued for a period of up to one year with valid water samples.) Certificates are valid for one year for properties served by Class A or B wells or a public water system. The Municipality of Anchorage is not responsible for errors or omissions in the professional engineer's work. 4. STATEMENT OF INSPECTION BY ENGINEER rb'fie mv seal affixed hereto and as of the validation date shown below, I verify that my As ce ~Y. - ..... .__.~ ~. ,~.^ Hoalth Authod~ Approval Guidaline~ f(~ tJ~ applicatien, invest~a~on, Dasecl on proceaures ou~,uu ~, ,-~,,, _ . v , ~. ~_ ,.,~ ...,,,, fu~on~ e~equata _~o~.. s that the on-site water supply and/or wastewater oisposa~ sys~em '~ r the number of bedrooms and typo of structure indicated herein. fo ..... .. ....... ;.~.~:,. .-f Anchora,',e files and from my investigation and inspe~O.n,,w~ rrna[ion oD~alneg from rne ~u~u~po,,.~ ,, ~ *' * info ....... ..,: .... al system is(are) in compliance with all applicable Municipal, on-site water supply angler was[ewa[u~ and State codes, ordinances, and regulations in effect at the time of installation. Name of Firm GARNESS ENGINEERING GROUP, Ltd. Address 3701 E. 'I'UDOR ROAD. SUITE 101 * ANCHORAGE, AK.99507 Engineer*s Printed Name JEFFREY A. CARNESS, P.E. Phone 337-6179 Date Engineer's Comments: In conducting this eval(~ation, GEG, Ltd. attempted to provfde a thorough, conscientious engineering analysis of the system in accordance v~th ADEC and MOA DSD Guidelines & Regulations. The rel:~rted results described the peffo~nance of the system under the conditions encountered at the time of the test, and separation distances measured to readily identifiable features. The operational life of all wells and septic systems depend on the local soils condition, groundwater levels that may f~uctuate dudng the year, and the water usage of the family being sen/ed by the system. These co~dib'ons are outside the control of the evaluate' of the system. Satisfacfoq/ test results do not guarantee future performance of the system, nor do they guarantee that there are no hidden defects or encroachments. GEG, Ltd. can therefore not preHde any wan'anty or future estimate of how long the system v~ll continue lo meet the operational requirements of the ADEC or MOA DSD. The content of this repe~t is for the sole benefit of the owner listed above. Any reliance up~l or use of this repe~'t by any other person or pady is not authorized, nor v~ll it confer any legal right whatsoever. DSD SIGNATURE ~ Approved for 3 bedrooms. Disapproved. Conditional approval for Attachments: HAA Checklist Septic System Advisory Well Flow Advisory bedrooms, with the following stipulations: ...... ~-~. · ..... Maintenan~ Agreements Supplemental Engineefs Re~ O~er Original Certificate Date: /0 Municipality of Anchorage Development Services Department BO~lg Safety Dlvlllon On-Site Water & Wastewater Program P.O. Box 196650 Ancflomge, AK 99519-6650 LegaJ Description: A. WEII DATA HEALTH AUTHORITY APPROVAL CHECKLIST VALU VUE S/D ~;2i LOT 30~ BLOCK 4, Parcel ID: 015-322-33 Wel~ type A If A, B, or C provide PVVSID~ 210605 ~ Date cempleted . Sa~propady protected (Y/N) sed to ft.. Casing height (above ground) in, FROM WELL LOG Date of mst Static water level Well production ATINSPECTION / g.p,m. /.,- g.p.m. WATER SAMPLE RESULTS: Coliform colonies/100 mi. Nltrata ~m a colonies/100 mi, Date of 8ample: ~ by: GEG LtD. B. SEPTIC/NOLDING TANK DATA Tank Type~laterlal SEPTIC STEEL Tank size 1250 gal. Number of Compartments Foundation cleanout (Y/N) YES Date of pumping NEW C. ABSORPTION FIELD DATA 2 Depression over tank (Y/N) NO Pumper Date installed 10/11/2005 Soil rating ~tor ft~odrm) 0.6 Length 68 It. Width 5 .ft. Total depth e.? MAX fl. Eft. absoqYdon area 884 fl~ Monitoring tube YES Date of adequacy tast NEW Results (Pass/Fail) PASS Fluid depth in absoq=tJon field before test - in. Elapsed Time: - min. Final fluid depth - Any rejuvenation treatment (past 12 mo.) (YIN & type) Date installed 10/11/2005 Claanouta (Y/N) YES High water alarm (y/N) YES System type DEEP TRENCH Gravel below pipe 6.5 ft. Depression over field NO For 3 bedrooms Water added - gal, New depth - in. in. Absorption rate >= - g.p.d. NONE KNOWN If yes, give date - D. UFT STATION Date installed 10/11/2005 1250 "Pump on" level at 41 in. 41 in. Datum BOTTOM NEW E. SEPARATION DISTANCES SEPARATION DISTANCES FROM WELL ON LOT TO: Septic tank/lilt station on lot Absorption field on lot Public sewer main Size in gallons 'Pump off level at Cycles tasted Manhole/Access (Y/N) YES High water alan~ level at 45 in. Meets alarm & circuit requirements? YES COMMUNITY WELL On adjacent lots ------~ Public sewer manhole/cleanout Holding tank SEPARATION DISTANCES FROM SEPTIC/HOLDING TANK ON LOT TO: Building foundation 5'+ Prope~(y line 5'+ Absorption field Water main 10'+ Water service line 10'+ Wells on adjacent lots 200'+ SEPARATION DISTANCE FROM ABSORPTION FIELD ON LOT TO: Property line ~ \~ Water service line 10'+ Curtain drain NONE KNOWN .5'+ Sudace water, 100'+ Building foundation 10'+ Sudace water 100'+ Wells on adjacent lots 200'+ Water main 10'+ Driveway, parking/vehiote storage F. COMMENTS G. ENGINEER'S CERTIFICATION I certify that I have determined through field inspec~ons and · review of Municipal recoils that the above systems am in conformance with MOA HAA guidelines in effect on this date. Engineer's Printed Name Date JEFFREY A. GARNESS Waiver Fee $ Date of Payment Receipt Number se p f'fc EASEMENTS OF RECORD, OTHER THAN THOSE SHOWN ON THE RECORDED PLAT, ARE NOT SHOWN HEREON. AS-BUIlT NO CORNERS SET THIS DATE I hereby certLey that I have performed a Mortgagee's' inspection of the following described property: 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 .Ruestion and that there are no ~roadways, transmission lines or other visible easements on said property except as indicated hereon. Dated at Anchorage, Alaska I~_-r ~ day o~ ~v~ ~'~ 19 "~'~ FRED WALATKA & ASSOCIATES Engineers and Surveyors