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Home My WebLink AboutSKY HARBOR ESTATES #1 LT 3Sky Harbor Estates #1 Lot 3 #015-272-66 1%S00° 07' 49"E 80.04'R=20.00'L=31.37'S89° 59' 43"W 175.04'S00° 07' 49"E 100.00'N89° 59' 43"E 195.00'17.4'4.0'7.7'4.0'17.3'40.4'16.0'25.6'10.0'46.3'36.4'112.3'10' UTILITY EASEMENT10' TELECOMM. & ELECTRIC EASEMENT 11.5'11.7'34.7'EXISTINGHOUSELOT 31%LOT 2TRACT B30' 30'25'25'BARR ROAD EAST KLATT ROADNSW EGARAGE46.0'LOT 3,SKY HARBOR ESTATES FIRST ADD.AS-BUILTLEGEND:NOTE:THIS DRAWING SHALL NOT BE MODIFIED FOR USE AS A PLOT PLANWITHOUT THE EXPRESSED WRITTEN CONSENT OF LCG LANTECH.DRAWN DATE:DRAWN BY:SCALE:CHECKED BY:6/3/2019SCAP1" = 30'PLAT:WORK ORDER:1903085-161FB/PG: 814/27GRID:SW2635LEGAL DESCRIPTION:ORDERED BY:MARK MEEHLEISSURVEY CERTIFICATION: LCG LANTECH, INC HAS CONDUCTED A PHYSICAL SURVEY OF THEPROPERTY AS SHOWN ON THIS DRAWING AND CERTIFIES THAT THE IMPROVEMENTSSITUATED THEREON ARE WITHIN THE PROPERTY LINES AND NO APPARENT OR VISIBLEENCROACHMENTS EXIST OTHER THAN NOTED OR SHOWN.EXCLUSIONARY NOTE: IT IS THE OWNERS' RESPONSIBILITY TO DETERMINE THE EXISTENCEOF ANY EASEMENTS, COVENANTS, RESTRICTIONS OR RIGHT-OF-WAY TAKINGS WHICH DONOT APPEAR ON THE RECORDED SUBDIVISION PLAT. UNDER NO CIRCUMSTANCESSHOULD ANY DATA HEREON BE USED FOR CONSTRUCTION, FOR ESTABLISHING PROPERTYLINES, OR FOR PLOT-PLAN PURPOSES.CLEAN OUTWATER WELLFENCEAsphaltConcreteOverhangBrick250 H StreetAnchorage, Alaska 99501Survey DepartmentPhone 562-5291MainlinePhone 243-8985AECC 668ADDRESS: 11565 BARR RD. PARCEL #: 015-272-66-000REF: 07L56FOUND REBAR Municipality of Anchorage,' Development Services Department ; Building Safety Division On-SAa Water and Wastewater Program, 4700 Bragaw St. P.O. Box 196650 Anchorage, AK 99519-6650 Page 1 of 4 www.cl.anchorage.sk.us (907) 343.7904 ON-SITE WASTEWATER DISPOSAL SYSTEM AND/OR WELL INSPECTION REPORT Permit Number: SW070041 PID Number: 015.272.66 Nene — -- Wastewater System: ® New ❑ Upgrade Aaa,.., —P.O. Box 110603, Anchorage. AK 99511 ABSORPTION FIELD Phone Numoer of B.d,o ® Dso p Tnrtrdt O Sh&ib T,enet O Baa O Mound O Omer LEGAL DESCRIPTION Sad Retlne Tow owm ft. w,pnal,rods 1.2 GPDFr 8 Ft. BIOU Lot SUWMPan_ Depen to pW bahom eom orpew endo Grov d",,meet"Ppe 3 Sky Harbor Est No.1 313 Fl. 5.015.0 Ft TownunP Rupe sawan' FM adeed eoove 0.9, t endo Grew) Lenem 111 Ft. 25125 Ft. Well: El New ❑Upgrade Gfe ° M°m Nwroe o e.. ouuna tte"wenlnw 313 F.. 2 11.2 Ft DIUPM1ralgrl IPmele, A B. q Tow Dspdt Cned b TOW eworpoon en. PIPs MeterW Exist'A Private Fl. Fl 500 Fe 3034 PVC Dnuer Date Dml.e Smw won(Le ktat* u. S Data It W Ft Mike S ndlove ,c 8/712007 Y."Pump SM u Coen, /MpM AOPw G,oPnd GPM Fl. Fl. TANK SEPARATION DISTANCES ® Septic ❑ Holding ❑ S.T.E.P. ❑ Other: To Septic Absorption Lift Holding ubIIUPrIvate er"'I• '— it From Tank Field Station Tank SewerLlne Anchorage Tank 12506.1. w"' 148.8 135.1 128 Mn.� Nua or Canvart " is Steel 2 surlsu Wel« 100+ 100+ LIFT STATION La LM» 33 11.0 Sao onuaaun, Gal Fourtdetan 7 26 -Pwr W. � at 'Pump Oe' � at Hpn enter u. n n N N N Gunn Dmn 50+ 50+ Purr Melee a Model EN ixai Npxnaru poftr oY R.merlu BENCH MARK Loo.uon end MPT Garage Finish Floor ;.,. A.nveuon 100.0 Ft. Engineers Stamp Inspections performed by: PANNONE ENG. SVC, LLC Dates: 1'1817/2007 - 2nd 81712007PSE., ......•• .. Development Services Department Approval Conditional Approval Date: f �.........•.:T----- �•••• , r • �j�11�;Steven'R. Ponnone; i �1 S%,•. No. CE g149 Reviewed and approved by: Date: i 2 •��1,,',L.+ pin. aonf t551��i�� ` l EXIST'G WELL 3 \ ` � w a I w m 23 £ wLI o EXIST -G0 SEPTIC I of Z 1 00 EXIST'G 3 WELL I \ W EW 1250g 35. 4BR HOUS 3 SEPTIC TANK APRON 48. W/DCO BF A PRIMARY FIELD I l 50LFx2'Wx5 ED, 8'rp RESER In D E� WA THT - (BASED M1 C 11.2 1 1 TREATEI 4� v1 2 G=4 —� - 20LFx2 \_L11.0 RESERVE FIELD W E. KLATT` ROAD (BASED ON ADVANTEX TREATMENT SYSTEM) 0L-Fx2 "N/x5'ED-B'TD— 'Y i- CO A B \ FC 6.5 41.4 EXIST'G �" T1 9.8 50.0 WELL 3 1 T2 15.1 58. DC 19.7 63.6 1 Cl 26.0/61.9 M1 26.6 62.4_ $ 3 % C2 42.7 85.2 C3 39.2 68.3 / M2 40.2 69.4 4 C4 53.0 91.0 ' RECORD DRAW NO / PANNONE ENG SVC, LLC REVISED Date �y(jl P.O. BOX 102954 ANCHORAGE, AK 99510 PHONE (907) 272-8218 11714707 Scale /igop FAX (907) 272-8211 Lot 3 Sky Harbor Est. #1PsD. N s 5Ceve6'R. Pa none' j Mark Meehleis PERMIT0 ,- CE 8149,;(bj () J' • fO7•"(,`� (k P❑ Box 110603 Anchorage, AK 99511 41 DESIGN Sh2eof (907) 349-2004 PLAN 4 IM NV31O > ON3 Ha IV C 39ni uomN 0 a o ° a g = 3z Y u to ° _o W° o> E a 4 0 C yt Q g .. o O e 1 g w r.7:rrrr. 3.0» � Tf:T7.7f•T• ' � � •' � J a-7 W_ Z t< t r rein a M M Z •-�.'�'.j 0:) _O J 7:7:T•7•Y+7: f; ON3NOV31V 5' MfY:T•f:T 3.0' (� Boni eoij o O I w Ino NV310 :Y•`'�' r � 3.0' 41 5' v i E zo sd M1 Ino NV31O 8 ! $9 M 31en00 rn � n N 0) L10 NV310 � WpO N Z e of CQ U dZIno NV310 z U) r � m 6 Lia N o < N IVaNMJ RECORD DRAWING LLC T PANNONE ENG SVC, LLC REVISED Date ��OFA(gs�l) P.O. BOX 102954 ANCHORAGE, AK 99510 11/14/07 PHONE (907) 272-8218 FAX (907) 272-8211 Scale Lot 3 Sky Harbor Est. 41 P.I.D. NO 5feJeri' 'rinone / Mark Meehleis PERMIT -6 9 • CE 8149 �/ PO Box 110603 PERMIT N0. a, .11/14/07--' g DESIGN swo7ooal i� Anchorage, AK 99511 ?� ("2D'......,� Sheet (k� (907) 349-2004 DETAIL 3 of 4 SPECIAL PROVISIONS TO SPECIFICATIONS 1. ALL CONSTRUCTION SHALL BE INSTALLED AS SPECIFIED IN THE MOST CURRENT EDITION OF THE MUNICIPALITY OF ANCHORAGE STANDARD SPECIFICATIONS (MASS) FOR COMPONENT PARTS AND MATERIALS USED IN CONSTRUCTION OF ON—SITE WASTEWATER DISPOSAL SYSTEMS. 2. ALL WORK SHALL BE IN ACCORDANCE WITH THE ATTACHED SPECIFICATIONS. 3. SCOPE OF WORK: 4—BEDROOM HOUSE, NEW DRAIN FIELD AND SEPTIC TANK. INSTALL PRIMARY FIELD. 4. GROUNDWATER IS NOT EXPECTED TO BE ENCOUNTERED DURING EXCAVATION, AS EVIDENCED BY THE SOIL TEST HOLE INFORMATION. IF AN APPARENT WATER TABLE IS OBSERVED IN ANY OF THE EXCAVATIONS LESS THAN 12 FEET BELOW EXISTING GRADE, NOTIFY THE ENGINEER IMMEDIATELY. 5. CONTOUR INTERVAL IS 4FT BASED ON MOA 1997 MAPPING. DESIGN PARAMETERS NO. BEDROOM: 4 TANK SIZE: 1,250 gallon PERC. RATE: 1-5 MPI SOIL RATING: 1.2 gpd/SF APPLICATION RATE: 125 SF/BR AREA ROD: 500 SF SYS. TYPE: DEEP TRENCH, 5' ED MIN LENGTH: 50 LF USE: 5OLFx2'WIDE, 5'ED, 9' TO TOTAL AREA: 500 SF ABBREVIATIONS CU COPPER DIP DUCTILE IRON PIPE TH TEST HOLE FC FOUNDATION CLEAN—OUT T# TANK CLEAN—OUT NO. Cy CLEAN—OUT NO. M# MONITOR TUBE NO. DCO DOUBLE CLEAN—OUT DV DIVERTER VALVE RESERVE FIELD DESIGN PARAMETERS NO. BEDROOM: 4 (600 gpd) TANK SIZE: 1,500 gallon FERC. RATE: 1-5 MPI SOIL RATING: 3.0 gpd/SF AREA ROD: 200 SF SYS. TYPE: DEEP TRENCH, 5' ED MIN LENGTH: 20 LF LEGEND —v—v— WATER LINE/ WELL RADIUS —ss —ss — EXIST'G SEPTIC —tt —ss — NEW SEPTIC CHAINLINK FENCE RECORD DRAWING -`N VL�� PANIVONE ENGINEERING SVC, LLC REVISED Date OFA�.4 ,>!I P.O. BOX 102954 ANCHORAGE, AK 99510 rt/t4/D� /i g • y (I PHONE (907) 272-8218 FAX (907) 272-8211 Scale * NTS Lot 3 Sky Harbor Est. #1P.I.D. NO 5Ceven'R. 'none Mark Meehleis PERMIT NO. 4r CE 8149 AAWPO Box 110603 SW070041 ( �( Anchorage, AK 99511 DESIGN �1 ,9?MD — (907) 349-2004 NOTES el 4 k\ lx�_ i j LOCATION Or WELL 10871 ,'•;•��' WATER WELL RECORD •,""•••• •' STATE.OF ALASKA DEPARTMENT OF NATURAL RESOURES�``;• •` Division of Geological a Geophysical Surveys`' Drilling Pe,w 11 Ns. (► w uasao.►Nre either ooa(qor to. le e• le.) •�.�. � A.n l r. ' Ie. Beraugb ,011,d1416;no Lel Bleck u. 1/4 fit, Section No. Tel..ehipN0 Renee _ -EO I Meridian ANCN.L --,5r 0 . 3 _ef_ef_e/_ Sol W'❑ Ic. DIl T•NCf ARg'pPIRE TjPON FROM ROAD INTERSECTION! rr b. OWNER OF WELL! jO' 1TorJ� hJCs7 �1 ^17 C3nLC Bnrr QQ TDN 1J TN/VSZ=N Addr•ts: lIna A/dqu end Area ., WeJI Lieallen $k -Y [1I�p� IY n�7J/f 2. WELL LOG Material TIP, Feel Bele. B+,fee• Teo Balled 4. WELL DEPTH! (fool) ?�Qr% ft. 0. DATE OF COMPLETION <� �.a (�— JD1.CL" 0. []Cable tool ffft,wp ODrl.en 0+ ❑ e ❑Auger 0,I6416a ❑Berea Oaths,, S/9Nri %INQ ' CSR (f rQV , yeZ ?.USE: Po•te.elta ❑ publla SugtT ❑ IMe•Vy ❑ In194116. O R l"off, ❑ Csnserlaal ❑ Teat Welt ❑ Otho! v VP ldV h •l K/ Q YQ✓C� 69 pO0 A h1 -i I r the i I S. CASING' O Threaded JZ Welded die.. 6 I.. to goo It. Deoln W.Igh1 /7 Ibe./fr, illaw,_In. to It. Depth SIIck.P_ ft. 0- /03 is( p S^IVD L Y VC{ .� �T Al •,,.J(1 CF• Al PI`S, FINISH OF WELL: .• Type: F-AlbOlaweHr! Bial/10.111 cue: Length: Set ►•bees 11. oM Ir. Baaltilling Gravel pact Q •f 1 Ir}l, .3.x• t',r1 rr 1a.s l�9 •' SI 111[1�P YOVe /(E-5 /OCC G J l O l QS I ^ JI YAve nfrr r/ �DL! p IO.STATIC WATER LEVEr�L, i_7� ft. O Abo.e at R] Belo. lana surface Dere Eaui►wenl died: Ow.�tr 11.PUMPINO LEVEL bole. lend sedate enc TIELO 11, olte,—brs, puwping�p, p.n. — it. eller Aro. Wwp4p �p,p,p, • I2.GROUTING Wen arouted: ❑ Vee 9 No Malerlat: ❑ Real Conenl ❑ Other: ' IS. PUMP. (it eueileblo) Np A EA0017 Length of Drop Pipe 17;*_fl• copeolly /9p.p.w.. Sob:, O Jet O Currlfbal ❑ ath.,.. t'• • • I4.REMARN3: 3= { LDu, Or o]'y //E•�. 'la.'WAtER WELL CONTRACTOR'S CERTIFICATION: ' r, ..: 1.-. ., { "✓•: IB. Wolof Tempralun —a O F O C Taitf,.�S.e 0•.se ONTl bnd unlav�wyy I+rioelcllen end this report is Ir+e to the beet 01 ny Lnededgo oma belief; . .�� ove r� .. Ceolrecl Lkenle Rinser.. . ' •y1{ler•d Bue1Me{ w'Y� J kut R. AJCH. >;. 99S/ • • InorlaN bOruenlellve „ , Fein O2•kyrR (II/BI)• ,._ _ Copy OutribuNen: WNITE-SIate OGGS. PINK-0r11lr. CANART•C.el..., •• .. .gin'•:. rl.•.AA M'•1:' x'• :Y2. I Municipality of Anchorage • -�1 Development Services Department Building Safety Division On -Site Water and Wastewater Program ° 4700 South Bragaw St. P.O. Box 196650 Anchorage, AK 99519.6650 www.ci.anchorage.ak.us (907) 343-7904 ON-SITE SEWER/WELL SUBMITTAL COMMENT SHEET TO: PES Legal description: Sky Harbor Estates #1. L3 ❑Permit ❑C.O.S.A. ®Inspection Report The attached paperwork has been reviewed and Is being returned for the following reasons: ,41. The well may not be located in a driveway. V LQ tb aj)_--Vz:,nkci a -v A :' 0*2. The well needs to be documented. SCS We tt CcQ . vQ. Why was the "Special Provisions" submitted with the inspection report? T::�a 17C,,seszvu P, L-i.I) Q.,AC�ui.A77dN,t st Name of reviewer: Deb Date: 12/13107 �T�vANt "T7t-(AILS , w, D Please supply the necessary information and re -submit your request. LEAVE THIS FORM ATTACHED TO THE PAPERWORK MUNICIPALITY OF ANCHORAGE Development Services Department On -Site Water 8 Wastewater Program 4700 South Bragaw Street P.O. Box 196650, Anchorage, AK 99519-6650 (907) 343-7904 ON-SITE WASTEWATER DISPOSAL SYSTEM PERMIT Initial Permit Number: SW070041 Legal Description: SKY HARBOR ESTATES #1 LT 3 Design Engineer: 0062 PANNONE ENGINEERING SERVI( Owner Name: MARK MEEHLEIS Owner Address: PO BOX 110603 ANCHORAGE. AK 99511 - Date Issued: Apr 25, 2007 Expiration Date: Apr 24, 2008 Parcel ID: 015-272-66 Site Address: Lot Size: 19414 SO. FT. Total Bedrooms: 4 Permit Bedrooms: 4 This permit is for the construction of. Q Disposal Field ❑✓ Septic Tank Holding Tank ❑ Privy Private Well E] Water Storage All construction must be in accordance with: 1. The attached approved design. 2. All requirements specked 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. 8I-1 lo'I Pay -"n -t y I?E til DSS X11,/ c�1��+ E. T'Q, r -n-.' T -;e Z K Z( -Irk 41"- 5 . flcSrfrV tyro-oma/'M Received By 5 vAsnEr__ Date: 04--ift, *07 Issued By. _ Date: 2 Municipality of Anchorage �- Development Services Department ,t Building Safety Division "� On -Site Water and Wastewater Program 4700 Bragaw Street P.O. Box 196650 Anchorage, Alaska 99519-6650 www.muni.org/onsite (907)343-7904 ON-SITE SEWER/WELL PERMIT APPLICATION FORA SINGLE FAMILY DWELLING Parcel I.D. N-6- a__Ta-tn & Property owner(s) Mark Meehleis Day phone 349.2004 Mailing addressP 0 Box 110603 Anchorage AK Zip Code 99511 Site address NHN Barr Road Zip Code 99516 Legal description (Sub'd., Block & Lot) Sky Harbor Est Not Lot 3 Legal description (Township, Range & Section) Lot Size 19,414 Sq. Ft. Number of Bedrooms 4 THIS APPLICATION IS FOR (® all that apply): THIS APPLICATION IS AN: Absorption Field ® Initial - Septic Tank ® Upgrade ❑ Holding Tank ❑ Renewal ❑ Privy ❑ Private Well ❑ Water Storage ❑ 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. Pannone Engineering Services, LLC (Signature of property owner or authorized agent) Permit/Rush Fees: 'riD(7 Waiver Fees: Date of Payment: 4 Date of Payment: Receipt Number: % Receipt Number: (Rev. 11/05) Pannone Engineering Services, LLC P.O. Box 102954 Consulting Engineers Anchorage, Alaska, 99510 rom1 272-8218 (907) 272-8211 Fax April 20, 2007 Municipality of Anchorage Development Services Department On -Site Water & Wastewater Program 4700 S. Bragaw Street P. O. Box 196650 Anchorage, Alaska 99519 Subject: Lot 3 Sky Harbor Estates, No. 3 Septic System Permit Request Ladies and Gentlemen: I am writing to request that a permit to install a new septic system be issued for this lot. The proposed systems will serve a new four-bedroom house. Currently the lot is undeveloped. The surrounding lots are served by private water systems and are over 100 feet from the proposed soil absorption system. There is an existing well on this property that was drilled in 1985. The existing well is located in the northwestern comer of the lot, greater than 100 feet from the proposed system and from the neighboring septic systems. 1. Soils. See the attached soils log. Ground water was monitored for two weeks. No ground water was monitored in the test holes. Bedrock was not encountered in the test hole to a depth of 14. It is my opinion that the overall soils appearance of the soils, an application rate of 1.2 gallons/day/square feet should be used using a standard treatment system. 2. Trench Design. a. Percolation Rate: b. Application Rate: c. Number of Bedrooms: d. Design Flow: e. Min. Absorption Area: f. Total depth: g. Effective Depth: h. Width: i. Reduction Factor: j. Minimum Length: k. Design Length: 1. Effective Absorption Area: m. Septic Tank Size: 1-5 Min Per Inch 1.2 gpdpsf 4 600 gallons per day 500 sf 9 feet 5.0 feet 2 feet 0.00 50 feet 500 feet 500 sf 1250 gallon Pagel of 2 Page 2 of 2 3. Surface Nater: There is no surface water within 100 feet of the proposed system. The proposed systems will maintain at least 100 feet from all surface water and drainage ditches. 4. Topography: Lot 3 slopes to the southeast at approximately 1 to 5 percent based on 1994 mapping. The proposed installation will be located in the southeast comer of the lot, along the south property line. The proposed installation will not affect the future development of the surrounding or existing lots. There are no wells or septic systems within 100 feet of the proposed septic location. If you have any questions or concerns, please contact me at 272-8218. Sincerely, Steven R. Pannone, P.E. Owner/Civil Engineer Attachments: C:\Work\Letters\3 Sky Harbor Est No 3.001.doc "7 / I A 3 A6B A A2 1 � THIS PROJECT EXlS7'G� WELL I � El(I o �WE,L T' I /// 777 2 EX ST'G J A 5 7TIC EXl T' I z Li w VI I a SEPTIC z AREA s — KLATT ROAD ELL � a EXIST'G AIRFIELD NO WELLS 1 SE TIC SEPTIC 4 OR SEPTICS EA W/ IN 100' _ 4 2 DO WELL ` \\ w 8 J3 0 a c7 � ISSUED FOR CONSTRUCTI N - PANNONE ENG SVC LLC REVISED Do 04`e23-07 �(�.• 9s+1� <P' + P.O. BOX 102954 ANCHORAGE. AK 99510 PHONE 272-8218 FAX (907) 272-8211 Scole * .49 TM (907) ' ��11 � I.D. N i'5-272 6 / / Lot 3 Sky Harbor Est. #1 $leven . �onnone'j �� Mark Meehlei5 PERMIT NO. PO Box 110603 SW07xxxx Sneer .25(07 =� (I\ori`aP�= Anchorage, AK 99511 (907) 349-2004 DESIGN PLAN 1 OF 4 100` 0 Ras FOR F Z nOf1C CE 8149 4-25-4T' I�OFES90�� WELL La i D_ �I w m J 2 I Z� EXIST'G ? SEPTIC I �I I T' 14.6, 4BR HOUSE Y, 101 K LATT SEPTIC TA VKl W/DCOI& D If PRIMARY Fl LD SOLFx2'Wxb'EO, 8 1ZTH maOl EXIST'G WELL 'RUCTION PANNONE ENG SVC, LLC P.O. BOX 102954 ANCHORAGE, AK 99510 PHONE (907) 272-8218 FAX (907) 272-8211 Lot 3 Sky Harbor Est. 111 Mark Meehleis PO Box 110603 Anchorage, AK 99511 (907) 349-2004 'WX5'ED, 8'TD Imi 1'-50' P.I.D. NO 15-272-6 PERMIT NO. SW07xxxx DESIGN sheet PLAN 2 of 4 moN to No11VONfq! ISSUED FOR CONSTRUCTION ^; 0 At.4\%, Co �y+� *y4g '.*�� •••1 StevenV,-CE 8149 nnone�/ �I�II��1-2`4= r REVISED �P.OI BOXO10 4E'ANCHORAGE.NCK 995I0 PHONE (907) 272-8218 FAX (907) 272-8211 Dole oa-23-07 Scote NTS Lot 3 Sky Harbor Est. R1 Mark Meehleis PO Box 110603 Anchorage, AK 99511 DESIGN (907) 349-2004 DETAIL 1fl0 Hv31O 1::': a'., Sheet 3 of a ON3 HOY31V 39%N011NOn y 2 ',rj,' B F U. � °R�+ ILL 0 c O . V C ��r r '•' ;7; �3f � 6 W Sq}ELL 7:r;rl:a:a: r.7:rrrrr. 2.0 '.•� W ...:, 6 - r, w O 10,�I.IF min WLO oN3 NOv31v r,'t. LLJ '' 7:1: 7:7:1:7:1: 5' rrrrra: 2 0' r 39o1LOLNOw N T v 1L 2 17 3.0' 5 r: 0 2.9 s n 0 3nrnn31a3tia Z E NV l 31O 310f100 3 N 17 r I IM Nv313 01 O � N 30z W313 W W Q �L10 n z U) moN to No11VONfq! ISSUED FOR CONSTRUCTION ^; 0 At.4\%, Co �y+� *y4g '.*�� •••1 StevenV,-CE 8149 nnone�/ �I�II��1-2`4= r REVISED �P.OI BOXO10 4E'ANCHORAGE.NCK 995I0 PHONE (907) 272-8218 FAX (907) 272-8211 Dole oa-23-07 Scote NTS Lot 3 Sky Harbor Est. R1 Mark Meehleis PO Box 110603 Anchorage, AK 99511 DESIGN (907) 349-2004 DETAIL Ps 27z s PERMIT xx SW07xxxx Sheet 3 of a SPECIAL PROVISIONS TO SPECIFICATIONS 1. ALL CONSTRUCTION SHALL BE INSTALLED AS SPECIFIED IN THE MOST CURRENT EDITION OF THE MUNICIPALITY OF ANCHORAGE STANDARD SPECIFICATIONS (MASS) FOR COMPONENT PARTS AND MATERIALS USED IN CONSTRUCTION OF ON—SITE WASTEWATER DISPOSAL SYSTEMS. 2. ALL WORK SHALL BE IN ACCORDANCE WITH THE ATTACHED SPECIFICATIONS. 3. SCOPE OF WORK: 4—BEDROOM HOUSE, NEW DRAIN FIELD AND SEPTIC TANK. INSTALL PRIMARY & RESERVE FIELDS. 4. GROUNDWATER IS NOT EXPECTED TO BE ENCOUNTERED DURING EXCAVATION, AS EVIDENCED BY THE SOIL TEST HOLE INFORMATION. IF AN APPARENT WATER TABLE IS OBSERVED IN ANY OF THE EXCAVATIONS LESS THAN 12 FEET BELOW EXISTING GRADE, NOTIFY THE ENGINEER IMMEDIATELY. 5. INSTALL 3—WAY, BALL TYPE, DIVERTED VALVE BETWEEN THE TWO FIELDS. 6. CONTOUR INTERVAL IS 4FT BASED ON MOA 1997 MAPPING. DESIGN PARAMETERS NO. BEDROOM: 4 TANK SIZE: 1,250 gallon PERC. RATE: 1-5 MPI SOIL RATING: 1.2 gpd/SF APPLICATION RATE: 125 SF/BR AREA ROD: 500 SF SYS. TYPE: DEEP TRENCH, 5' ED MIN LENGTH: 50 LF La1u 50LFx2'WlOE, VED, 9' TD TOTAL AREA: 500 SF ABBREVIATIONS CU COPPER DIP DUCTILE IRON PIPE TH TEST HOLE FC FOUNDATION CLEAN—OUT TJ( TANK CLEAN—OUT NO. C# CLEAN—OUT NO. M# MONITOR TUBE NO. DCO DOUBLE CLEAN—OUT DV DIVERTER VALVE LEGEND —v—w— WATER LINE/ WELL RADIUS ss —ss — EXIST'G SEPTIC —ss—ss— NEW SEPTIC CHAINLINK FENCE ISSUED FOR CONSTRUCTION PANNONE ENGINEERING SVC, LLC P.O. BOX 102954 ANCHORAGE, AK 99510 PHONE (907) 272-8218 FAX (907) 272-8211 *:49T W '*y �za��' Lot 3 Sky Harbor Est. 41 Y�keMlo ---% Mark Meehleis Steven nnone / PO Box 110603 1101•. CE 8149 � oa-25—.Q Anchorage, AK 99511 (1►oi�s9n�`r (907) 349-2004 NTS SW07xxxx DESIGN She—et Sne NOTES 4 o1 4 s 5 SOILS LOG -PERCOLATION TEST pF 41) ••••PSE �#� PANNONE ENGINEERING SERVICES : S;� 49 ��nQi�i�ifR:YaE10E! ....... ��♦®E�® ANCHORAGE, AK 99510 (907) 272-8218 • 0O�j :•Steven R. onnone i 0 ' CE 6149 '` . 1� 4/23/07 •di • PERFORMED FOR: Mark Meehleis DATE PERFORMED 4-6-07 •. ♦•♦��kuz � ••• LEGAL DESCRIPTION: LOT 3 SkyHarbor Est. S/D No. 3 TEST HOLE 1 SLOPE SITE P8 C Poorly graded I 1 GP Grovels - Fill 2 ML T' EXI I grown Silts 3 � 4 O Q. 5 3 6 Q rH I 7 ED Poorly graded g SP/ SAND 6GRAVEL / I KLATT ROAD 9 TEST 1 HOLE 41 IO Il 1 12 13 WAS GROUND WATER SLOPE 14 ENCOUNTERED7 N 15 BOH IF YES. AT WHAT TH 1 DEPTHI ------ l6 DEPTH T❑ WATER AFTER 17 MONITORING? - Drv- DATF, 4-19-07 IB 19 20 f•7Q�1 a R R PEROLATION RATE ' 2 (min/inch) PERC HOLE DIAMETER 6 inches TEST RUN BETWEEN 5 FT AND 6 FT COMMENTS: Test hole excavated by Mike Spendlove Test Hole was presoaked before perc test. N P.E. I CERTIFY THAT THIS TEST WAS PERFORMED IN ACCORDANCE PERFORMED BY: Steven R. Pannone E WITH ALLSTATE AND MUNICIPAL GUIDLINES IN EFFECT ON THE DATE OF THIS TEST. s 5 ��nQi�i�ifR:YaE10E! ��♦®E�® i. 7 January 10, 1986 O. vX o660 A'1C;NC�-tiAG" ALASKA :?9502-C66� 9071264-1111 DEPARTMENT OF HEALTH & HUMAN SERVICES TO: Permit Applicant Subject: Permit # 850026 Lot 3 Sky Harbor Estates Subdivision #1 A permit issued by this Department for an individual well and/or on-site sewer system has expired as of December 31, 1985. Permits are issued on a calendar year basis by authority of Municipal Ordinance. A new permit must be obtained from this Department for any well and/or on-site sewer system not installed by the expiration date. If you have drilled the well, a well log needs to be sent to this Department for documentation of the installation and to close the permit. If a private engineer inspected the installation of the on-site sewer system the original as -built inspection report(three part form) must be sent to this office for review and approval,and for documentation. If there are any further questions, please call this office at 264-4720. Sincerely, Susan E. Oswalt Program Manager On-site Services SEO/ljw enc: Copy of Permit 0-HUT411 :1 oil I MWOL- I -V, 17P 0 DEPARTMENT OF HEALTH AND ENVIRONMENTAL PROTECTION 825 L STREET, ANCHORAGE� AK 99501 � 264~4720 PERMIT NO: DATE ISSUED: APPLICANT: CONTACT PHONE: LEGAL DESCRIP: LOT SIZE: MAX BEDROOMS: 850O26 01/31/85 JON D. JANSEN . 2754 E, 20TH ANCHORAGE, AK 99508 345-0593 SUBDIVISION:&HA&OR EST" ADD 11 LOT: 3 SECTION: 12 TOWNSHIP: 12N RANGE: 3W 12500 (SQ.FT. OR ACRES) 4 Listed below are the options available to systemChoose the option that best fits DEPTH TO PIPE BOTTOM (FT.) it. GRAVEL DEPTH (FT.) S. TOTAL DEPTH (F i'.. 12"0 GRAVEL WIDTH (FT.) 2,5 GRAVEL LENGTH (FT,> 23.0 GRAVEL VOLUME (COU YDS. 18^2 TANK SIZE (GALS) 1,250'0 ** SOIL RATING (SQ.FT,/BR) 90 you in designing your septic your site. 5^0 5"5 0.5 2�5 , 5"5 8.0 16,0 5^0 32.0 44.0 19.0 24.5 1,250.O 85 85 ** TANK MUST HAVE AT LEAST TWO C8MPARTMENT3 ` I y that: 1" I am �amiliar with the requirements [or on-site sewers and wells as set |orth by the Municipality o[ Anchorage (MAN ) and the State oy Alaska, 2" I will install Me system in accordance with all MOA codes and regulations� and in compliance with the design criteria o� this permit. 3. I will adhere toall MOA and State �� Alaska requiremenLs {or the seL back distances [rom any existing wellr wastewater disposal system or public sewerage system on this or any adjacent or nearby lot" 4. I understand that this permit is valid I'or a maximum o[ 4 bedrooms and a�y enlargement will require an additional permit. IF A LIFT STATION IS INSTALLED IN AN AREA COVERED BY MOA BUILDING CODES THEN (1) AN ELECTRICAL PERMIT AND INSPECTION MUST BE OBTAINED; (2> AS B�ILTS WILL NOT BE APPROVED WITHOUT AN ELECTRICAL INSPECTION REPORT; AND (71) ME ELECTRICAL WORK MUST BE DONE BY A LICENSED ELECTRICIAN. n SIGNED D0TE: APPLICANT: �---`~-~-��^-- ISSUED BY ` - L ...... - ' ^ SOILS LOG MUNICIPALITY OF ANCHORAGE \ DEPARTMENT OF HEALTH AND ENVIRONMENTAL PROTECTION PERCOI_Al"ION ii TEST j' 625 L. Street, Anchorage, Alaska 99501 264.4720 SOILS LOG — PERCOLATION TEST PERFORMED FOR: G�V✓1 � C, EF � --DATE PERFORMED:A1 -s T- fti LEGAL. DESCRIPTION: _ l ( �j .—.� OP`Ems-- IIE PLAN - _�_ Iljlj[Jljl{I� E 2 3 4—� 6- 7 7 G 8 A < o •: s 10- 11 0 11 .. 12 e> " a• 13 14 15 4 '� 16 17 18 19- 20 COMMENTS ORCTAWCS CvrRA\lEU (cvw) 'SAN�� \V) 12.E SP ��ai�Y/� — ��' WASGROUND WATER S ENCOUNTERED? L 0 P -- — IF YES, AT WHAM E DEPTH? ® �i'1 11 T9 OF A4C 1 ��®090 Yor• '7 o �( e'r o ts�YH Reading Date - Gross Net Depth to Net Time Tirne Water I; I .9 k 90 A7 — ��' WASGROUND WATER S ENCOUNTERED? L 0 P -- — IF YES, AT WHAM E DEPTH? ® �i'1 11 T9 OF A4C 1 ��®090 Yor• '7 o �( e'r o ts�YH Reading Date - Gross Net Depth to Net Time Tirne Water Drop .9 k 90 A7 PERCOLATION RATE (minutes/inch) TEST RUN BETWEEN .e... FT AND FT PERFORMED BY: ,� CERTIFIED BY: EQ W iR t�� I' 1 /-�tr�. pATE G/33 io.nnn ,r, i?n.