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HomeMy WebLinkAboutTRAILS END BLK 2 LT 11Trails End Block 2 Lot I I #015-191-25 May 06 22 12:59a Anchorage Well & Pump Ser 9072430742 p.1 MUNICIPALITY OF ANCHORAGE Development Services Department -�' Phone: 907-343-7904 On -Site Water & Wastewater Section Fax: 907-343-7997 Pump Installation Log Well Drilling Permit Number: Parcel Identification Number: 015_ 191 25 Date of Issue: - Legal Description TRAILS END Block 2 Lot 11 Property Owner Name & Address: DANIEL FLORENCE 50% & DANIEL ROBERT 50% 8460 LONGHORN DRIVE ANCHORAGE, AK 99507 Pump Installation Date:04- 28 - 2022 Pump Intake Depth Below Top of Well Casing: 50 feet Pump Manufacturer's Name: BERKELEY PuropModel: S10P4HS05231-03 Pump Size: 50 hp Pitless Adapter Burial Depth: 14 feet Pitless Adapter Manufacturer's Name: MARTS NSON Pitless Adapter Installer: Well Disinfected Upon Completion? yYes ❑ No '_Method or Disinfection: PELLETS Comments: Pump Installer Name: ANCHORAGE WELL & PUMP SERVICE 7540 KING STREET Company: ANCHORAGE, AK 99518 907-243-0740 Mailing Address: City: State: Zip: Attention: The pump installer shall provide a pump installation log to On-site within 30 days of pump installation. MUNICIPALITY OF ANCHORAGE DEPARTMENT OF HEALTH AND HUMAN SERVICES Environmental Health Division 825 "L" Street, Anchorage, Alaska 99502, Telephone 264-4720 O ON-SITE SEWAGE DISPOSAL SYSTEM AND/OR WELL INSPECTION REPORT Nana Div li2a� D�¢/W� L /� DISTANCES FROM TO TANK ABSORPTION WELL Adanno gqo WELL / 96 06 Pnone(s)Parma 1 - yl7S No. oo2-7 / No. of Be'ooma LOT LINE 75' 10 8= LEGAL dESCAIPTION Lot Block Subdwsen J 2 ^ / L ' T FOUNDATION `% / l? IL f Township. Range, section AS -BUILT DIAGRAM driveway. water bores. (Snow eueon of well, aeDup aritem. property ones, bureeeon, Me) TANKS CZ SEPTIC ❑ HOLDING ManNeciwNQpxny r/Gl�a2/¢6R %- K m palwns /SOD °' uFr ST,rTiay Material Teel 1 No. df DGrnpanments ;2-\1\ o TYPE OF SYSTEM v ❑ TRENCH BED ❑ W. DRAIN [IOTHER 111, CA �r Depth to pipe "tom from / ongdw grade 2�}„ FT Total depth from orpmal grade FT N)r ✓ rO r Fill added atgw, w.g.nal grade O Gravel depth beneath pipe Gavel langur Y3 FT Grave width 1 FT Tow aMorphon area -%?y SOFT Distance between Nes G ± FT-Zk l" Numbe of lines Sat rating .3 / ';7/ SO FT pipe material Pkr. s.,W q0•L, mstMer x � —q p 54-,467N y Z, .5" Date Installed 13-/y 5X," - WELLS PRIVATE ❑ OTHER (Identifv) A/ i - Ez 3 N � t/ pF iO to a d ' Gasvhcehon tA,B.e) Tow Depth F1 Cased to FT Installer Date Installed. REMARKS: X,ST /000 %qL TN,C 'prw� �syTsF,rc7w ' c, /C%S7A (l,�o yql✓ /5bo [e PrsT °NTkKa Sr& /0 Inspections Perform edD Sre��.L !m1/ • c ENGINEEWESEAL ��u. %kUik ' s b� •OF ..4111, - 7/a 9=1 ' •y.4He..:...*�e ... . ................... .. .. STEVEN E. FLODIN �•`A7 E' 4209-E Q+ Ar as as �4`' . ....... 5/SIyTLr./ Lae • /rstsT Ls o R1 tTJ�4u� Dale 4-1V19917 �.. car tly But this inspedisn fees performed according to all Municipal lad State puiddines NdledMNU Wtc 1( Sit�_9� HeaBh Dopartmant Apprdyal: Lya.e.µll.lt Date: /o ' 9 -9D 72-013 (3195) ' `�0�►V.W.. F INSPECTION REPORT MUNICIPALITY OF ANCHORAGE, BUILDING SAFETY DIVISION 3500 EAST TUDOR ROAD ' •-� INSPECTIONS (907) 563.3464 INFORMATION( 907 788.82 i T,pp I �. �N 4 1 �y ) 11 NAME ^ Q "4\ -� ',,, M/PERMIT N�O/ `� STREET ADDRESS 1 IUI � O V v , ' PHONE`-'•^ •J q 7 LOT BLOCK SUBDIV-FA Pt , 9 n Eir_o / DATE-� FOOTING ❑ ELEC. TEMP. ❑ PLBG. UNDGR. _ ❑ FOUNDATION ❑ ELEC. SERVICE ❑ PLBG. ROUGH _ ❑ BOND BEAM ❑ ELEC. ROUGNJ �❑,! GAS TEMP. ❑ FRAMING 13ELEC. FINAL u•Ll GAS ❑ INSULATION [3 OTHER MECHANICAL ❑ SHEETROCK ❑ MECH. FINAL ❑ STRUCT. FINAL _ ❑ FIRE FINAL ❑ PLBG. FINAL ❑ OTHER ❑ ZONING ❑ OTHER ❑ O NONCOMPLIANCE OBSERVED ❑CORRECTIONS ESSENTIAL AS EXPLAINED BELOW O WILL REEXAMINE AT NEXT INSPECTION O DO NOT CONCEAL UNTIL REINSPECTED COMMENTS r y SINSPECTOR OATE WHEN CORRECTIONS ARE MADE. PLEASE CALL FOR INSPECTION MUMCIPAUTY OF ANS DEPT OF HEALTH 8 ENVIRONMENTAL PROTECTION OCT 51990 RECEIVED DO NOT REMOVE THIS NOTICE 5n 1.1 U N. 1 C 1 P A L 1 I Y O F A N L H U k A U L Department of Health & Human Services alb L Street, Anchorage, Alaska VVbvl 343-4720 U N- b 1 T E S E W E R P L R M 1 Permit Number: 900271 Upgrade tu'�'oif an Date Issued: 09/04/90 Engineer Designed Owner Name: ROBERT DANIEL Owner Address: 0460 LONGHORN ANCHORAGE, OK 99516 Day Phone: 561-4175 Parcel Td: 015-191-25 Lot Legal: Subdivision: TRAILSEND Lot: 11 Block: 2 Section: 24 Township: 12H Flange: 3W Lot Size 27000 (sq.ft. or acres) Max Bedrooms: This Permit: 4 Total Capacity: 4 SGPIIC TANK: Minimum total septic tants capacity: 1,250 gallons. Each septic tank: must have at least 2 compartments. Depth to top of septic tank(s) < 4.0 fret_ rpq-iirvn insulation over tank (s). INI-JALL PER ENGINEERS AP'P'ROVED FLANS. PLEASE NOTE THAT ON-OFF LEVELS SHOULD BE SET TO PROVIDE 120 GALLONS PER DOSE. AN ELECTRICAL PERMIT AND INSPECTION BY PUBLIC WORKS IS NECESSARY THIS PEPMII IS ISSUED FOR THE EXISTING 3 BEDROOM SINGLE FAMILY DWLILLING ONLY AND EXPIRES ON 12/31/90. I CERTIFY THAT: 1. I am familiar with the requirements for on-site sewers and wells as set forth by the Municipality of Anchorage (MOA) and the State of Alaska. 2. I will install the system in accordance with all MOA codes and regulations, and in compliance with the design criteria of this permit. T. I will adhere to all MOA and State of Alaska requirements for the set back: distances from any existing well, wastewater disposal system or public sewerage system on this or any adjacent or nearby lot. 4. 1 understand that this permit is valid for a.maximum of 4 bedrooms. I also understand that the capacity of the total system is 4 bedrooms and any enlargement will require eaannadditional permit. L. i g ted ; %�%!%G`![!`_ DA iE _ v2 t0wner) RODERT DANIEL Issued By: DATE: l/ Municipality of Anchorage DEPARTMENT OF HEALTH & HUMAN SERVICES 825 "L" Street, Anchorage, Alaska 99502-0650 SOILS LOG — PERCOLATION TEST 5rLVEN E. FLODIII . (� ,•.• 4209E �, tr F98�rn•••. ,.• .fir ., PERFORMED FOR: 0.6E2T 9,4AIATZ S DATE PERFORMED: 9O LEGAL 1• 2- 3- P"4 ---'1 TMT 4 - 5- 6- DEPTH- SG (FEET)-9PX6^W' C S r • i. O 5 4 y SAHOY GitiF+�ti ySW� �b 7$ 4 a b W/:fa[.T 1110 9 EIr e 10 11 T Vrl'%- 12 a4- K"u4441' 13 14 15 16 17 18 19 Township, Range, Section: WASGROUND WATER ENCOUNTERED? rIO S IF YES, AT WHAT OL DEPTH? P E Depth to water Afte4'_& r 1 I' �4..►1�F 9'O Monitoring? 9 _i Dalt SITE PLAN Reading Date Grose Time Not Time Depth to Water Net Drop 7N o /IA�90 Stas o S ID 3189' G Yui 9117 « o :19, o 0 'zY 9i 3 ' ! N O' O i O s s 2 b :3l G r 1k 20 -{ PERCOLATION RATE (mmutevinch)PERC HOLE DIAMETER A e� TEST RUN BETWEEN ?-G FT AND y -` FT COMMENTS—Rs1T.NG O'4— qD SF�B2 llowiryc-' T S01L. EXcEti05 GO% 5,41Y9 PERFORMED BY1 4!277Z' 1 6`d d/K CERTIFY THAT THIS TEST WAS PERFORMED IN ACCORDANCE WITH ALLSTATE AND MUNICIPAL GUIDELINES IN EFFECT ON THIS DATE. DATE: P4 4-!K 9140 72-008 (Rev. 4185) MNM W W NNN X88 AAA (1 °G DW A04 LS, - y 6,tDiL.ors So.c ,PMN4, - it STEVEN E. FLOOC< : (' 4Z03E tp� 4 a La so+ -v. 7wLC 04 6xl:) SYSTAtf-f ku,77/ X74P771 %a 1rxc4t.47%e-oi LD 3t-6 fps p Si s?,L i yep- x /�s/et x !,5—s 75� SF. 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Ddr�5,7i' • eprr/',ccss,v� ry-.u+NOTr� oS-3s Fs &&,Roto tl*lly Lo,vti AND ,ts P$, ovK.i F,,IZP, 4w7-,o4 ASscx av NoT '; �Cxts,10 m.�S�, Er 6bC.. j(px '7�rx-ttoL C°wo. 0.�3 ID. nowND 3R-ce ra TO O",A, f AIA y F7,G 7"mcfv 1� FRLo A 44 Mhh I \\NI LilW •`1 m40 1 p .a� G � r efl. W p p C o .` N 1� v •4Q n �W 1� Alt 4 n al h 1� l' C� x n J �y N�QQ 1 ; / j / - �. 1HIM����|�I I■||/1111|||||||||||||||IIII11 !2@yes2#;ao2a;RR, ,-73-i + a w A . � � ||■, � |�| |||■/�� | § mk|� � | �|��§.k��tt■. A . � � ||■, � |�| |||■/�� !! , � J�J K S \ ~ �` V T • O .Y () tt �v¢ Z K S ~ �` V T • O .Y () tt �v¢ Z TAN- Jr j�rt� :•. � �4 K S � z tt �v¢ Z TAN- A • `�, ALASKA enUIROfl nTAL COnTROL SCRUICES, InC. a Engineerioq & Enuironmenial Studies P. 0. Box 240668 Anchorage, AK 99524-0668 (907) 279-5553 " " FAX (907) 276-8706 April 25. 1990 TO: Municipality of Anchorage FROM: Leroy C. Reid, Jr., PhD, PE, DEE , SUBJECT: Soils on Lot 11, Block 2. Trails End Subdivision On April 23. 1990, I performed a soils test on this lot for the purpose of determing whether or not there was sufficient room for a new septic system. There is an area on the southwest quadrant of the lot that is roughly 1600 sq ft and which can accept a system. The soils are very good. The percolation test rated it at 165 sq ft per bedroom; i.e., sand is 150 sq ft per bedroom. A 4 bedroom house would require 990 sq ft of area for the indicated bed. rhe -t /S GMod� /ef o�7`(e 'Ve/%:e.�d4—N e, isJiri/ol./crbc- .��OFAtQa� cc: Steinar Hansen .0 •'%r �{ Po* YC. ROD, JR. CE -2251 �? Xc iiu/�G.f".....fie� �L.rl{lam GAAB.HDII G"o'%TER ANCHORAGE AREA BORO"H ' UtPARTMENT OF ENVIRONMENTAL QUALI L Y 3500 TUDOR ROAD ANCHORAGE, ALASKA 99507 279-8686 INSPECTION REPORT ON-SITE SEWAGE DISPOSAL SYSTEM MAILING NAME 00e ADDRESS �s� - /�Fw PHONE7� SEPTIC TANK: NUMBER OF DISTANCE FROM WELL � MATERIAL STEED COMPARTMENTS _J-7 A CLL /fi9G�- "CIOUID _ _- LIQUID CAPACITY lf"49,0/7 GALLONS. INSIDE LENGTH A-� INSIDE WIDTH DEPTH SEEPAGE SYSTEM: SEEPAGE PIT: NUMBER OF PITS / OUTSIDE DIAMETER OR WIDTH. LENGTH DEPTH 6 - LINING LINING MATERIAL /•�9/�fZ� 1444C/'.ET�/W41STANCE FROM WELL-' s-1 BUILDING FOUNDATION •rte NEAREST LOT LINE ..TO ' TOTAL EFFECTIVE ABSORPTION AREA (WALL AREA) -T"Zdo2jp' SO. FT. TILE DRAIN FIELD: DISTANCE FROM NUMBER OF BETWEEN AREA SO. FT. LENGTH OF EACH LINE TOTAL LENGTH LOT LINE , OF LINES , TRENCH WIDTH IN. TOTAL EFFECTIVE DEPTH: TOP OF TILE TO FINISH GRADE DEPTH OF FILTER MATERIAL BENEATH TILE IN, ABOVE TILE WELL: ffsYOJ�� �'�� A� DISTANCE FROM s� WATER �� TYPE ��!`�- DEPTH ,BUILDING FOUNDATION. SAMPLE NEAREST ,i NEARESTSEPTIC SEEPAGE OTHER LOT LINE , SEWER UNE— ,TANK , SYSTEM •: , CESSPOOL SOURCES= DIAGRAM OF SYSTEM DISTANCES: 4.. . . . . 30yCr✓RdJN42i 1 _., AZ��, y•.�. i } e ILIT[4 ��.•7V F^ DATE //G/��- APPROVED G.A.A.B. n n " GREhTER ANCHORAGE AREA BOHOUGH DEPARTMENT OF ENVIRONMENTAL QUALITY • 7700 TUDOR ROAD POUCH 6.650 ANCHORAGE. ALASKA 99702 TELEPNONL 279.8686 2132 PERMIT NO. 3 r 'I 9 SEWAGE DISPOSAL SYSTEM - APPLICATION AND PERMIT NAME OF APPLICANT - MAILING ADDRESS NONE INSTALLATION LOCATION -� ,ter LEGAL DESCRIPTION ! /J �`"' Z �/"� —r4lef INSTALLATION OF: SEPTIC TANK SEEPAGE PIT `� DRAIN FIELD OTHER TYPE AND SIZE OF FACILITY TO BE FINANCED THROUGH TO BE INSTALLED BY SOIL TEST RESULTS l.l''/l' NOTEI THIS PERMIT IS NOT VALID WITHOUT SOIL TEST COMPLETION DATE ANTICIPATED S FINAL INSPECTION. 24 HOUR NOTICE REQUIRED. BACKFILLING OF ANY SYSTEM WITHOUT FINAL INSPECTION BY THE HEALTH DEPARTMENT AUTHORITY WILL BE SUBJECT TO PROSECUTION. SEPTIC TANK SIZE 'sT TYPE -s SEEPAGE AREA SIZE ��No�����/L TYPE dc MINIMUM DISTANCES, REQUIREMENTS DIAGRAM OF SYSTEM FOUNDATION TO SEPTIC TANK FOUNDATION TO SEEPAGE PIT DRAIN FIELD SEPTIC TANK TO SEEPAGE PIT WALL SEPTIC TANKS SEEPAGE PIT O DRAIN FIELD TO NEAREST LOT LINE. WELL TO SEPTIC TANK -sd / SEEPAGE PIT DRAIN FIELD ALSO CONSIDER AREA WELLS. WATER MAIN TO SEPTIC TANK SEEPAGE PIT DRAIN FIELD A / SEPTIC TANK. e74 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. GRAVEL BACKFILL CONFORM TO BOROUGH REGULATIONS REGARDING INSTALLATION. HEALTH UT O ITY OR LICENSED DESIGNER 1 CERTIFY THAT I AM FAMILIAR WITH THE REQUIREMENTS OF GREATER A RAG AREA OROUGH ORDINA E NO. 2B•66 AND THAT THE ABOVE DESCRIBED SYSTEM IS IN ACCORDANCE WITH SAID CODE. //%AA DATE G/��Z� APPLICANT'S SIGNATURE �l n . nEP,TF.P A'iCF'ORAGE APF 3OR. 0 DEPARlMEfiT OF ENVIRONfcli;Al- VALII CASE f 3500 TUDOR ROAD A?iCHOP.AGE, ALASKA 99502 Performed For Robert Dsmiels state Performed 14 July, 1972 Leoal Description: Lot 11 Plock 2 Subdivision Trails End This Form Renorts Soils Log XX Percolation Test- r)enth Feet Soil Characteristics ,peat The Gm was fairly compact with top- a moderate cobble and pebble ?soil content. The sediments below 4 feet were relatively dry prior to 3 -Gr. contamination from the perched nwater water table. 10 — Was Ground Water Encountered?Yes If Yes, At what Depth? 4 feet Sloe--- West 0,10 1 I f Readinq Date Gross Time GROUND WATER 5 — There was a horizon of sediments at approximately 4 feet which was 6 im highly saturated with water. In my opinion this water was due to 7 _ the melting of semi -permanently frozen ground exposed to the air R — by excavations in the area. This saturated zone would constitute 9-9-M a perched water table. 10 — Was Ground Water Encountered?Yes If Yes, At what Depth? 4 feet Sloe--- West 0,10 1 I f Readinq Date Gross Time Net Time Denth to H2O Net Dron; i Percolation Rate flinutn Proposed Installation: Se(�naaePit_�CX -_- Prain. Field Depth of Inlet 2- fee Depth To Pot,tom Of Pit Or Trench. feet Cn ENTS: sgrttare fet�.�SI' bSdr_oom 22��,v) ____ —__. Test Performed By per cg Pata Certifier! Py Pa GREATER ANCHORAGE AREA 80ROUGH Oa,artment of Environmental Q,a}lity 350 T-jdor -lead, Anchorage, Alaska 98507 279-9688 Date Received j 8 J p Time of Insoection ^� Date of Insnection REQIIHST FOR APLROVAL OF I41.)VIDUAL SERER S WATER. FACILITIES FOR 1. Ae; ro^al Requested 1;y; -C"..: Address: S L s`Phone: ✓, r �� 2. property Owner: /�!P�rL� i Phone: <! C 35, 3. Le;4l Doseription:F 4. Location17z:",Z. r r 9C v t0 Num'fer of Bedroors: f. 5. Well Nt.a: A. Tvne r�hi C. Cnn4truction��nQn.L i 7. Sewage Disposal SvsteT: i R. Depth �,r) D.. Rectorial Analysis A. Installed -7 / 7�_ R• C. Se^.tic Tank: 1. Size�&QD_ 2. D. Seepage Pit: 1. Size -Q 0 0 2. Installer Manufacturer S'{7�1C_t�_S•�t'� Material �9ytdC�G�Gi� E. Disposal Field: Total Lergth of Lines 9. Distances: W �a((.Iwell Tn: Sontic Tanif Absorption Area 5 S Sewer Linea llenre^'>t. Lot lire c204 Other Contamination 3. Frn;nd•;tion t^ `.'-.ntic Tank 3r) 'r Absorption Aria �S C. Absorption Area to Meares' Lot Line �20 t J Request for Aneroval ni ndividual Sewer Water Faeilit_�s Page Two Annr9v-1 l _ M!'W'Proved Date An••rn.,O Valid for One YPar.Froo Date Sinned 6r -ate Anchoraan Area Aorounh. ^erartment ,f Environrental Quality MAr?AN Or SYST�X S certif^ that the information contained in this recpjest for approval to he a true ar.,i acrvratA renrnsertat!n-i of the sn'�ie't sewer and w+ter facilities located at: Signori Date