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HomeMy WebLinkAboutPREUSS #3 BLK 11 LT 4Onsite File Preuss #3 Block 11 Lot 4 #050-572-31 Municipality of Anchorage On -Site Water and Wastewater Section - (907) 343-7904 Page 1 of 3 ON-SITE WASTEWATER INSPECTION REPORT Permit Number: OSP201281 PID Number: 050-572-31 Dwelling: FE11 Single Family (SF) ❑ with ADU M Duplex (D) El Two Single Family Project: El New FN Upgrade Name WAYNE OXFORD ABSORPTION FIELD Fj Deep Trench R Wide Trench FO -1 Bed El Mound Site Address 20507 LUCAS AVENUE, EAGLE RIVER, AK 99577 El Other Phone Number of Bedrooms . Soil Rating depth from original grade 440-2924 3 0.4 GPD/SF JTotal SEE DWG- Ft. LEGAL DESCRIPTION Depth to pipe invert from original grade SEE DWG. Ft. Gravel depth beneath pipe 0.51 Ft. Subdivision Block Lot PREUSS#3 11 4 Fill added above original grade SEE DWG. Ft. Gravel length 48 Ft. Township Range Section Gravel width 22-25 Ft. Beds: Number of Lines 4 Distance between lines 6 Ft. SEPARATION DISTANCES To Septic Absorption Lift Station Holding Sewer Total absorption area Number of trenches Dist. between trenches From Tank Field Tank Line 1177+ Ft2 - Ft. Well PUBLIC. PUBLIC - TANK 9 Septic El S.T.E.P. El Holding I—] Other Manufacturer GREER TANK Capacity 1000 Gal. Surface Water 1001+ 100'+ — Material Number of compartments Lot Line 5'+ 10'+ NA HDPE PLASTIC 2 Foundation 10'+ 10 1+ LIFT STATION a er Capacity Gal, Remarks Alarm location installed by Installer PIPE MATERIAL House to tank Tank to D3034 drainfield D3034 NORTHERN EXCAVATION Drainfield D3034 CO/MT D3034 Inspector JODY MAUS, GEG CONSULTANT BENCH MARK (Assumed elevation) 100.00 ft Inspection vt 9/28/20 9/30/20 Location and description dates: 2nd 31d 9/30/20 41110/1/20 BOTTOM OF SIDING AT SW CORNER OF HOUSE (POINT "A") ON-SITE WATER AND WASTEWATER SECTION APPROVAL Engineers Stamp Conditional Approval: Date o � ,.' G s��o .... .. . ......... .. ........ VA Septic System Approved Date llgol'u2l rey A. Gorniess,* dQ CE 7975�6­1 goo e' I Note: this approval does not include well permit requirements.fess!00 ',C884 N�� #A tmev uo/uz/ -i b) PERMIT NUMBER: PARCEL ID NUMBER: OSP201281 RECORD DRAWING 050-572-31 PREUSS #3; BLOCK 11, LOT 2A INSTALLED DOUBLE CLEANOUTS (DBL1 & DE RE -BUILT BED DRAINFIELD. SEE DETAIL DRAWING ON THIS PAGE FOR BED CONFIGURATION HERITAGE ESTATES #2; BLOCK 2, LOT 4 10' UTILITY EASEMENT NT 'c',I NOTE: OL PTI TANK WAS DECOMMISSIONED PER GARAGE UPC PER THE _......T CONTRACTOR. EXISTING 4 • . 3 -BEDROOM HOUSE TH#1 ( i ( I +TH#2 i •: • yt , i z i p _ r — — — — — — — — -- ix I LOCATION OF KEYBOX �'a"--22'--0•I ----------- v gpit 1 I � I � I � 1 I i I I I I I 48. 1 I I I 1 I I I 33, LI I I I i I I i I j-----------� x-25 DETAIL DRAWING OF BED CONSTRUCTION. CONFIGURATION APPROVED BY REBECCA CARROLL WITH MOA ONSITE DEPT. ON 9/30/2020 @ 10:32 A.M. —NEW GREER 1,000 GALLON HDPE SEPTIC PREUSS #3; BLOCK 11, LOT 5 WATERLINE LINE PROFESSIONALLY LOCATED BY ONE STOP SERVICES (RETAINED BY PROPERTY OWNER). NEW BED DRAINFIELD WAS INSTALLED 11'+ FROM LOCATE MARKS. DISTANCE APPROVED BY REBECCA CARROLL WITH MOA ONSITE DEPARTMENT ON 9/30/2020. GEG CONSULTANT, JODY MAUS PRESENT DURING PERFORMANCE OF LOCATE. — — — — N LUCAS Avenue SCALE: --------^--�----- 1"_40--- ENGINEERING t SALES -CONSULTING 3701 E. TUDOR ROAD, SUITE 101 • ANCHORAGE, AK 98507' PHONE (907) 337-6179' FAX (907) 33&3246' WEBSITE: www.gamessoMinearing.com PREPARED FOR: PHONE NUMBER: PAGE NUMBER: WAYNE OXFORD 440-2924 2 OF 3 PROJECT/LEGAL DESCRIPTION: DRAWN BY: PREUSS S/D #3; BLOCK 11, LOT 4 J.L.M. TYPE OF WORK: DATE: RECORD DRAWING OF SEPTIC SYSTEM UPGRADE 10/20/2020 c^ a ey A. Garhess ; - &�. ♦s CE -79 N PROF LICENSE +M r ESS`����• #AECC884 ����+' PERMIT NUMBER: PARCEL ID NUMBER: OSP201281 RECORD D RAW I N G 050-572-31 FOUND ASSUMED ORIGINAL GRADE ON NORTH CORNER OF BED WHICH IS BELIEVED TO BE HIGHEST POINT OF ORIGINAL SYSTEM = 88.75— ROBERT SHAFER, P.E. TEST HOLE #1 (TH#1)• TOP OF MH LID = 94.33 TOP OF TANK @ INLET = 88.25— INVERT OF BUNG @ INLET = 87.56 - MTI C01 FINAL GRADE = 93.31-94.03 TOP OF TANK @ OUTLET = 88.25 NEW 1000 GALLON \ '--INVERT OF BUNG GREER HDPE ` @ OUTLET = 87.37 SEPTIC TANK NOTE: OLD DRAINFIELD BOTTOM GRADE = 89.63-92.41 ELEVATION = 83.71 (RELATIVE). NEW DRAINFIELD ELEVATION (TOP OF FILTER SAND WAS INSTALLED 0.54' HIGHER IN ELEVATION. CO2 / CO3 C04 MT2 C06 C07 C08 MT4 INVERT OF DISTRIBUTION LINES = 84.76 TOP OF FILTER SAND = 84.25 LIMITS OF EXCAVATION (REMOVAL OF CONTAMINATED MATERIAL) = 82.92-83.00 22'-25' WIDE (SEE DETAIL DRAWING ON PAGE 2 OF 3) FIVE ELEVATION OF BOTTOM OF TEST HOLE FOR ROBERT SHAFER, P.E. TH#1 = 77.75 (ASSUMED) - 11 FEET DEEP ELEVATION OF GROUNDWATER ON 10/13/1989 FOR ROBERT SHAFER, P.E. TH#1 = 79.58 (ASSUMED) - 9'-2" (9.1T) DEEP a >E ENGINEERING v SALES * CONSULTING SULTING 3701 E. TUMOR ROAD, SUITE 101 ' ANCHORAGE, AK 99507' PHONE (907) 337.6179' FAX (907) 338.3246' WEBSITE: www.gameasanglneerMg.00m PREPARED FOR: PHONE NUMBER: PAGE NUMBER: WAYNE OXFORD 440-2924 3 OF 3 PROJECT/LEGAL DESCRIPTION: DRAWN BY: PREUSS S/D #3; BLOCK 11, LOT 4 J.L.M. TYPE OF WORK: DATE: . RECORD DRAWING OF SEPTIC SYSTEM UPGRADE 10/20/2020 OF "l o .••••,...•....• •,•. • ♦♦ mess`,_ �♦, . CE -7953 PROFLICENSE IN 6E:*� #AECC884 \\�\r LOT N 89°49'00" W 129.00' 10' UTILITY EASEMENT V 34.0' N O � N 02 GARAGE O 12.0' T DECK q 22.0' 7.2' Eo a 1' 26.5 — 36.3' Ci 2-STORY z FRAMEv z 0 37, HOUSE N o 0 5.0' c aD v O 40.3' CANT. 16.9' p 10.0' p SEPTIC LOT 3 CLEANOUT LOT 4 -4 i p �n OD I_I ASPHALT IN SEPTIC STANDPIPES I DRIVEWAY I'1 u`r il�ir r,: I LOT 4 22,648 sq. ft. '7) rel Il -r S 89°59'00" E 129.00' --------------- LUCASAVENUE------------ i� OF c'• Buku SaW 0 �i7 sf LS-14837 a` = T rlr��0oROFfSSIONF0P�O' 0 15 30' AS-BUILT I HEREBY CERTIFY THAT 1 HAVE SURVEYED THE FOLLOWING DESCRIBED PROPERTY: LOT 4, BLOCK 11, PREUSS SUBDIVISION UNIT No. 3 EASEMENTS OF RECORD, OTHER THAN THOSE SHOWN ON THE ANCHORAGE RECORDING DISTRICT, AI ASKAAND THAT RECORDED SUBDIVISION PLAT (71-91) ARE NOT SHOWN HEREON. THE VISIBLE IMPROVEMENTS SITUATED THEREON ARE THIS DOCUMENT DOES NOT CONSTITUTE A BOUNDARY SURVEY AND WITHIN THE PROPERTY LINES AND NO VISIBLE IS SUBJECT TO ANY INACCURACIES THAT SUBSEQUENT BOUNDARY ENCROACHMENTS EXIST EXCEPT AS INDICATED. SURVEY MAY DISCLOSE. DATED THIS 15th DAY OF OCTOBER, 2020, AT UNDER NO CIRCUMSTANCES SHOULD ANY OF THE DATA HEREON BE ANCHORAGE, ALASKA, USED FOR CONSTRUCTION OF FENCES, IMPROVEMENTS, OR FOR ESTABLISHING PROPERTY BOUNDARIES. FIXED HEIGHT, LLC NO CORNERS SET THIS DATE SCALE 1" = 30' Land Surveying Services 907.290.8949 W W W. FIXEDHEIGHTCOM Ieee— MUNICIPALITY OF ANCHORAGE On -Site Water & Wastewater Program PO Box 196650 47ooElmore Road Anchorage, Alaska ggo19-6n5o Phone: (907) 343-7904 rax: (907) 343-7997 On -Site Wastewater Disposal System Permit Permit Number: OSP201281 Work Type: Septic Upgrade Tax Code Number: 05057231000 Site Legal Address: PREUGS#3BLK 11 LT 4 G:0056 Site Mailing Address: 2O5O7LUCAS AVE, Eagle River Owner: OXFORD FV0AYNE Design Engineer: GARNESGENGINEERING GROUP LTD This permit isfor the construction of: Effective Date: Expiration Date Lot Size in Sq Ft: Total Bedrooms: 011/2020 8/11/2021 2 Disposal Field 0 Septic Tank [] Holding Tank [l Privy [] Private Well [] Water Storage All construction shall beinaccordance 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 VVaaiewobur Disposal Regulations (1RAAC72)and Drinking Water Regulations (18AAC8D) 3. The wastewater code requires inspections during the installation. The engineer shall notify the Development Services Department per AMC 15.8S.Provide notification bycalling (007)343'7804(24/7). 4. From October 15 to April 15, a subsurface soil absorption system under construction during freezing weather shall baeither: a. Opened and Closed onthe same day, or b. Covered, sealed, and heated hzprevent freezing Receive B) Issued By: 3 MUNICIPALITY OF ANCHORAGE Community Development Department Phone: 907-343-7904 Development Services Fax: 907- 343-7997 On -Site Water & Wastewater Program Mayor Dan Sullivan On -Site SewerMell Permit Application For A Single Family Dwelling Parcel I.D. 050-572-31 Property owner(s) WAYNE OXFORD Mailing address 20507 LUCAS AVENUE 'EAGLE RIVER, AK 99577 Day phone 440-2924 Site address 20507 LUCAS AVENUE *EAGLE RIVER, AK 99577 Legal description (Sub'd, Block & Lot ) PREUSS #3; BLOCK 11, LOT Legal description (Township, Section & Range) Lot Size Sq. Ft. Number of Bedrooms 3 APPLICATION IS FOR: APPLICATION IS AN: TYPE OF DEWELLING: (Mali that apply) Initial ❑ Absorption Field ® Single Family (SF) Upgrade Z (w/wo ADU) Septic Tank ® Renewal ❑ Duplex (D) ❑ Holding Tank ❑ Multiple Dwellings ❑ Privy ❑ (SF and/or D) Private Well ❑ Water Storage ❑ THIS APPLICATION INCLUDES A VARIANCE/ WAIVER REQUEST FOR: Distance: I certify that the above information is correct. I further certify that this is in accordance with applicable Municipal codes. GARNESS ENGINEERING GROUP, Ltd. (Signature of property owner or authorized agent) Permit/Rush Fees: qq6? C0�JJP Waiver Fees: Date of Payment: 130 aO9-ti Date of Payment: Receipt Number: 0 © �( �7 C1 Receipt Number: Permit No. 05 P 20 12-31 Waiver No. Municipality of Anchorage On-site Water and Wastewater REVIEWED FOR CODE COMPLIANCE OSP201281, Rebecca Carroll, 08/11/20 Municipality of Anchorage On-site Water and Wastewater REVIEWED FOR CODE COMPLIANCE OSP201281, Rebecca Carroll, 08/11/20 Municipality of Anchorage On-site Water and Wastewater REVIEWED FOR CODE COMPLIANCE OSP201281, Rebecca Carroll, 08/11/20 10 Ir•#** is m 301 ui N 00008'00" 75.47' 00 1'I.T .. • LLJ ,, ...-.-.-.-. . t.' ♦ aLLJ Y a --------------------------------- < --------------------------- :::::::::::::::::::::::.:-:-:::....:. = = ::_=:-: . • .• s .. ::: •� 6.0' :::=:::_:::: LLJ LLJ i iF- • D ui .• Vu . • �} ----= - +� 20.E w............_ Cr # 100 &r, ' t t ul a. ,, Om co ..... . ......... . ....... -.- .. LL rs y apt LLI COr co U,. N r-coCd ,k,. 40.5, Z'6 *' ~ �"� (•)�) CANT. jam. ,'�' ► Q W Z JCO.' 0" 0 H w a. 0- U) cr• t�,) Z c 1�- V1 6 .» 10 Ir•#** is m 301 'd N-1 - LIV 6w-mmm�w ui 00 .. • LLJ ,, ♦ aLLJ Y a < Co00 • .• s r •� LLJ LLJ i iF- • D ui .• 0! • +� W> ,.► Cr # 100 s • ..,. a. ,, Om 0• mui .. LL rs 0.. apt LLI COr .: .„ < 0" 0 'd N-1 - LIV 6w-mmm�w ui 00 .. • LLJ ,, aLLJ a Co00 • .• • r LLJ LLJ i iF- • D ui .• • +� r Mlt Cr # 100 s Z UJ Om 0• mui • •a LL rs cl) apt LLI COr MUNICIPALITY OF ANCHORAGE DEPARTMENT OF HEALTH AND HUMAN SERVICES Environmental Health Division 825 "L" Street, Anchorage, Alaska 99502, Telephone 264-4720 ON-SITE SEWAGE DISPOSAL SYSTEM AND/OR WELL INSPECTION REPORT Na.~e DISTANCES I/ ' ~ SEPTIC ABSORPTION Address WELL ~e{q~5--OI ~00 ~q--~ LOT LINE Township, Range, Section ~q ~ .. ~ ~; ~ eC__ ~ AS-BU'L'D'AGRAM {Showlocatio, olweli, seplicsystem, prope~yliRes, foundation, driveway, water bodies, etc.) ~ SEPTIC ~ HOLDING Manufacturer _ Capacity in gallons TYPE OF SYSTEM Depth to pipe bottom from Total depth from original grade Fill added above o ' ina fade Gravel depth beneath pipe I -- FT O ~ ~ FI Gr~vel lenglh Gravel width [ 0 B 2 SQ FT ~ FT Number of lines Soil rating Pipe material Installer gX~ -- ~1 t~ , Date Installed WELLS ~ PRIVATE ~OTHER {Identify} C~ass~ication Date Installed: REMARKS: ~ I 170Z~ E=;~,, ~,,~, Loop ~o*,~ 5~o. 204 ce.ily that thls)nspe~on was pedormed according to all 72-013 (3/85) Oetob6r 29, 1990 ROBERT SHAFER, P.E. ROGER SHAFER CIVIL ENGINEERS (907) 694-2979 FAX 694-1211 HEALTH AUTHORITY APPROVALS SEWER & WATER MAIN EXTENSIONS SEWER & WATER ~NSPECTION ENGINEERING STUDIES AND REPORTS WELL INSPECTION & FLOW TEST SITE PLANS ROAD DESIGN Municipality of Anchorage DEPARTMENT OF HEALTH AND HUMAN SERVICES 825 L Street P.O. Box 196650 Anchorage, Alaska 99519-6650 REFERENCE: Lot 4; Block 11; Preuss Subdivision Attached is a revised design for the wastewater disposal system to be installed on the referenced property. This design has been revised to reflect a system for a 3 bedroom home instead of a 4 bedroom house as originally proposed. A permit was issued for an on-site wastewater disposal system on this property in 1989 (890238). Request an updated permit be issued at this time based upon previou~ data submitted with the exception of the modification from a 4 bedroom to a 3 bedroom. ~/AS/gm If you require additional information please contact us. SOILTEST PERCOLATION TEST STRUCTURAL& MECHANICAL INSPECTIONS ON SITE WASTE WATER DISPOSAL SYSTEM DESIGN 17034 EAGLE RIVER LOOP, SUITE 204, EAGLE RIVER, ALASKA 99577 ]1¥0~ ~ a~ -~, I Tom Fink, Mayor N unicipality Anchorage Department of Health and Human Services 825 "L" Street P.O. Box 196650 Anchorage, Alaska 99519-6650 January 8, 1990 Kelly M. & Janey I. Sprague HC 80 Box 5328 Chugiak, Alaska 99567 Subject: Lot 4 Block 11 Preuss Subdivision #4 Permit #890238, PID #050-572-31 The subject permit, issued by this office for a single family well and/or on-site wastewater system has expired as of December 31, 1989. Permits are issued on a calendar year basis by authority of the Municipal Code of Regulations. A new permit must be obtained from this office for an well and/or on-site wastewater system not installed by the expiration date. If you have drilled the well, a well log needs to be sent to this office for documentation of the installation and to close the permit. If a private engineer inspected the install.at.ion of the on-site wastewater system, the original as-built inspection report (three-part form) must be sent to this office for review, approval and documentation. When applying for a new permit, the fees are: $90.00 for an on-site wastewater permit; $50.00 for a well permit; $140.00 for a combined on-site wastewater and well permit. If you have any questions, please call this office at 343-4744. Sincerely, John Smith, P.E. Program Manager On-site Services JW/ljm: 200 enc: Copy of Permit "Kids Are Our Future" Sc:.:,.'.::: t i on: 8 '1' c)~4n sh J. i:i ~ ~. 41',i Ran Ij~,~ e .~ J. W LcH'.. S:i.z(~:, 2;.:&t':~;:::'.5 (sc:l,, F'L,, or' l"Jax B ~:.)(::I r' c, om~.; ~] ']'h :i. !..:-... F:'e r' m J. i'. :', 4. Tot ;a. ]. Cap ac: J. t y ~ :[ 1 4 {:' (::,~ r" t h I::1 V' .~. ~ ¢.* · ,,,i %/~ '- c ...... ;~:? ,, ]] t*i ;i ]. ]. J. i"l S'L a ]. '~ '['.. h (.;.:, ,' ...... ~ ..... ' ! ..... ...... ::,y ...... (..::m Zl"i acc:oi*c:lanc::e sui'Lh ail MOA a;d'iC:l J.[] E:(:iFf~p].:i,,~[]E:E, WJ.'kh 'Lb[?? cles:i.,;Jr~ EPJ. tE, P:i. aT~. O'F 'Lhis · :~[. :[ b~:i.:l..!, a(:'lh6:.)P~:.)) to) a].]. MOA ai']d ~i'L.~vL~:~) (::){' A].aska P6;)CiL~ii*(,~n'lef'i1'.,S {'OP (::1.,. :,*..,:u~...~,::~:,'; .................. r' I'011" ,~H"iy el.( J.!:;'l' ......... :i.!"l(:) v.'¢:']. ]. ~, i,~a.S~..(d,~xh:~tE, P Cl :i. spc;sa:l, system ,:)i* pub :'. :i.c !:i(2 ~46}? p ,'~ (:.:i .. !ill y Ei'U (.:.;.~li (::)ri '~'. h :i. ~a (::i r' 4a.i] y 4¢;i E! j ;~i E: i}..) fi t (g p !]Ee a p [:) ~.' ]. El t .... :i. I'.. ~ .I Municipality of Anchorage DEPARTMENT OF HEALTH & HUMAN SERVICES 825 "L" Street, Anchorage, Alaska 99502-0650 SOILS LOG -- PERCOLATION TEST PERFORMED FOR: LEGAL DESCRIPTION: Z...'Z'tt' ~ v/r~ It ) 1 2 3 4 5 6 7 8 9 I0, 11 12 13 14 15 16- 17 18 19 20 DATE PER FORM'¢ Township. Range, Section: "~/,/¢/9 i ~'"~.,-~t,~J SLOPE SITE PLAN WAS GROUND WATER ENCOUNTERED? S L IF YES, AT WHAT O DEPTH? p E Depth to Water After,, Monitoring? C~¢(/ Date: /,0-1-~-~ Reading Date Gross Net Depth to Net Time Time Water Drop PERCOLATION RATE ~ C;~ (minutes/inch) PERC HOLE DIAMETER TEST RUN BETWEEN ~T AND ~ F7 COMMENTS PERFORMED BY: 17n'~,s~=~gl,~l~ivarLoo,nRoadt~,~ o0~ ./~_~ 7 CERTIFY THAT THI TESTW ................. --""' ' ~-' - '~lg AS PERFORMED IN · Alaska 99577 ACCORDANCE W~i~eLL~?~.~-E AND M U NIC, PAL GUI DE L~r~E~' ON THiS DATE. DATE: /"~//~ 7~:~ ~ 72-008 (Rev 4/85) ~ ' / / Municipality of Anchorage DEPARTMENT OF HEALTH & HUMAN SERVICES 825 "L" Street, Anchorage, Alaska 99502-0650 SOILS LOG -- PERCOLATION TEST PERFORMED FOR: LEGAL DESCRIPTION: ,/---Or 4.,~ 2 3 7 8 9 ~0 12 ~3 14 16- 17 '18 ~9 20 s,~T°wnship, Range, Section: T~.~ ~';~...ff-[A): SLOPE SITE PLAN _/ WAS GROUND WATER ENCOUNTERED7 DEPTH? , qc~ S L Depth to Water After_, Monitoring? ~ ,~ Date: Reading Date Gross Net Depth to Net Time Time Water Drop % ~t¢,- Added PERCOLATION RATE .~ ~' (minutes/inch} PERC HOLE DIAMETER TEST RUN BETWEEN ~ AND ,'~ FT COMMENTS $ & S ENGIN PERFORMED BY: ACCORDA , la~ka 9957Y .... 72-008 (Rev. 4~85) ~ -- _-IL lo-I pesodoJd HOllO 8g'£££ ].Z[,9£.£95 diNO ,,~1 OL :1o'-I * HOIIG rtl Z