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HomeMy WebLinkAboutSYLEA LT 15AOnsite File #015-732-40 Was North Woods Unit 3 B12 L15. Municipality of Anchorage °` :'•• ; Development Services Department Building Safety Division On-Site Water and Wastewater Program, 4700 S. Bragaw Sl. P.O. Box 196650 Anchorage, AK 99519-6650 Page / of 3• www ci.anchorage ak.us (907) 343-7904 ON-SITE WASTEWATER DISPOSAL SYSTEM AND/OR WELL INSPECTION REPORT Permit Number- u�0S-017-0 PID Number. N.me Wastewater System: J9 New ❑ Upgrade addraa-3 O P S EUra C SPR'f t. - ABSORPTION FIELD Peons C NugDar q lt.* p a J77S L esp Tr.nM 13 SMllow Trance t] eh [3 M.,4 I] OIMr LEGAL DESCRIPTION Sal Ralrg Tqy Depen rim,, al Qua sl� Lot /S.S mHnn 1 S Depen to ppa Donam hom p gn Pada Gravy deme Immam ppa FL FI To mp Range 5s .wi F..dded appva "nil ¢ax Gr" L rngpl z Ft. S/ Ft. Well: U uL ❑ New ❑Upgrade G"w am. Numpe alnea Distance Cy..en kr. FI. Fl CbaaA¢auan (P r.�9. C) Tq Dapm Cased to Tqy gegpeon sea [� ^ } P;A4lapny FL Fl .,,) OLa FP ` S Dr.ler Dsa DNwd Su• .Wye Levy hal.lw E150% Data inuylad pl6' Ft O.S Ymd Pump ut y Dasmg vyyx Fpov. Gr TANK GPM FI. FI SEPARATION DISTANCES ❑ Septic ❑ HoldingT.E.P. ❑ Other. pf To Septic Absorption Lit Holding hrJ ubPnvate wMaa✓.rI G�Uty From Tank Field Station Tank Sewer Line AXIC htoF(•dqCE 7-4 I.Tock, W.11 Matsiy S Number q C ompan�la svdamwm. /pCSif4.10e+ /Qd"r r- LIFT STATION Ly Ler Q'f KO'd- /o'r — bae /-To 0 WI FowJyun F s r F 50 F �� �• 'Pump o rvy s 4/1 n •Puny otr rvy M �6m HIP .MW sarm.L Sm Cutsn Drsn ^ r Pump Mak. a Mxy LSO CSI AT RAW EranW Fyaa,pr pMgmM pY r< IAA4 G2 E[EC-,,?Ic Remuka BENCH MARK loc.om ane Dawylron Cd'�icRETE FOvA1 A'%+��1 Ta P M. .t.. /0C) F, E��`�.�.sim l p •'f�1 Inspections performed b : iCi y P P Y Dates: 1 S 4S o x9L .... ..... Development Services Department Approval Reviewed and approved by: W � Date:`' %' D PE 62 �e <"q'••. •'��v' Septic System Construction Does Not Preclude Adjoining Lots From Sanitation Improvements. 15' T & E Easement DESIGN NOTES: 1. Total Depth of Trench is 6'. 2. Sewer Service Line minimum 2% slope. 3. Trench is Minimum 10' from Lot Line. 4. Lots Served by Public Water System. 1500 Gallon STEP Tank Remove Did Lift Station & Tank Bdrm House Pressure Force Main 1.25' Schedule 40 PVC Force Main or Equal \ r%O—OUILI MtHJUKtMtNIJ A g Tank C.O. 1 31.6 27.5 Tank Manhole 35.5 33 5 % Slope Foundation C.O. 54 C D Monitor Tube 1 101.6 79 Monitor Tube 2 95 64 /M.T.1 M.T.21 Absorption Trench 4' Effective Depth 1' = 40' OF NOR THRIM #yP' N❑RTHW❑DDS #3 ENGINEERING •. AS—BUILT 17237 E09te Rivera, Alaska ar W 99577 a -aa. •: • j --------LAYOUT 907.694.7028 L ❑ T 15, BLOCK 12 Date - -- 6/29/05 2of 3 V CT (JIAW NY b M m f N m .. �N DN N N �� O NZ Z a"-9mS Z tt• Z� 1 m • O CDDp3zn-gym No"'rr, :3 --1 n S< 4.�� ti i hNnh C- ) 90 :5 O -•O SOQ'3 r r,m N S: -5 a' - m S O 3 ohm 0 N O --00" Kc^0'+' 33m'-1 hPn6c 3c C:0 0 3 c N n• C_ 3 s Ufm 'D pN.Sm-I VI Q A ''+ VI 'D O m S.+ 3 N p� n o ^ o D 0 O< m Q h p C31 •mS 4° O f7° h S :3 3 N 00 ^ hw ^m tnP :37 mm oa 3 to o no n p m Z 1 m T D Q 3 n v D Q' `n (!1 n n -5 o O p p [1 Z A !O`< O m O �l 3 s 3 n f -I 7C h C FD 3 Q. Z - m X m •s A 3 C7 m P 0 0 c C+ 00 3Z ,+n m O 3 hp z3 m f m_ m m P m C+ n O p 3 h h < O II m 3 m tf II N o W m � . < p 0 -� P o 1s ah 1 nz II P z CD f + v z m >t In tn > 3 ' j % 3 m h m z W 0 N S � � X m •s A 3 C7 m P 0 0 c C+ 00 3Z ,+n m O 3 hp z3 m f 05/19/2036 09:30 9076961815 GREEN GENERA„ INC PAGE 01/01 WAMOMM :r:eT�iL® 10319 c•INa•:It DME FrVSR AIL 9f M LWWW 0 Ule PAwr 696l3G1 cd / 227dM3 &ai MdAYw4OPd.aew 7o: Green General Contracting PO Box 672125 Chugiak, AK 99567 Date :8-10-05 Ref :23108 Glenn View Peter Creek AK PcMait : poet -It" brand fax transminai memo 7071 It •f r•9•• • This is to certify that on site sewer lift station at above mentioned property has been wired in accordance with the standards of the National Electrical Code and manufactures specification. Systems were checked and performed as specified in the systems manual. Clint Walker MUNICIPALITY OF ANCHORAGE Development Services Department On -Site Water 6 Wastewater Program 4700 South Bragaw Street P.O. Box 196650, Anchorage, AK 99519-6650 (907) 343-7904 ON-SITE WASTEWATER DISPOSAL SYSTEM PERMIT Initial Date Issued: Jun 14, 2005 Expiration Date: Jun 14, 2006 Permit Number: SWO50170 Parcel ID: 051-732-08 Legal Description: NORTH WOODS UNIT 3 BLK 12 LT 15 Design Engineer: 0838 North Rim Engineering Site Address: 023108 SHELTERING SPRUCE AVE Owner Name: STEVE & TRACY PIFER Lot Size: 23093 SO. FT. Owner Address: 23108 SHELTERING SPRUCE AVENUE Total Bedrooms: 4 Permit Bedrooms: 4 CHUGIAK . AK 99567-5438 This permit is for the construction of: ❑✓ Disposal Field ❑✓ Septic Tank ❑ Holding Tank ❑ Privy All construction must be in accordance with: 1. The attached approved design. ❑ Private Well ❑ Water Storage 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. 5. The following special provisions. a.) Maximum depth of absorption field shall not exceed 6 feet below original grade. Received Issued By: Date: 16, J^ MUMNIT 0_2 Municipality of Anchorage 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 SEWERIWELL PERMIT APPLICATION FOR A SINGLE FAMILY DWELLING Parcel I.D. 40-57 - 73�-02 Permit Number SW Property owner(s) -r4 IF45/L Day phone Xf- 577-r Mailing addressSe& 7'a/.v6' Vert Zip ode Site address Yic/%%G Zip Code Legal description (Lot, Block & Sub'd.) N&d is oo _f B(2 L tS Legal description (Section, Township & Range) Lot Size x3093 Acres ' / Number of Bedrooms '7l- THIS APPLICATION IS FOR: Sewer Only 1 Well Only ❑ Sewer and Well /❑ Water Storage ❑ Sewer Upgrade ❑ THIS PROPERTY CONTAINS: Hot Tub ❑ Jacuzzi ❑ Swimming Pool ❑ Water Softening Unit ❑ Therapy Pool ❑ I certify that the above information is correct. I further certify that this application is being made for a Single Family Dwelling and is in accordance with applicable Municipal Codes. of property owner Permit/Rush Fees: Date of Payment: agent) Waiver Fees: Date of Payment: Receipt Number. Receipt Number. (Rev. 09104) r � FEN�INEERIr 1 1 NorlhRim Engineering 17237 Bear Paw Circle Eagle River, AK 99577 907.694-7028 June 7, 2005 MOA On -Site Water & Wastewater Program 4700 Bragaw St Anchorage, AK 99519 RE: Septic System Replacement; Northwood, # 3 S/D, Block 12, Lot 15 A septic system replacement design is submitted for your review. The existing lift station is not working properly and the entire system will be replaced. Public water serves the subdivision; no well conflicts will take place. Nearby lots also have private residential systems. The drainage slopes from back of lot towards front of lot. An elevated bench is located on the back portion of the lot. The bench contains excellent soil, with no groundwater present. The sandy soil was not dense, which is unusually good for this vicinity. Please review the wastewater system design for the single family home. I have included design plans & specs, design guidelines, & soil tests. If there is need for additional information or clarification please give me a call. Sincerely, Steve Eng, PE, PH Design Enclosures Y�T �INEERI� 1N Northwoods # 3, Block 12, Lot 15 SPECIFICATIONS & DESIGN GUIDELINES Wastewater System Sizing: This is an existing 4 -bedroom, single family home. The existing lift station is leaking and the entire system will be replaced. The best placement for an absorption trench is upslope, which will require a S.T.E.P. tank (lift station). An excellent site exists on an elevated bench to the rear of the property; the test hole was dry and no groundwater was encountered. This requires a 1500 gallon S.T.E.P. tank, manufactured by Anchorage Tank & Welding per Orenco Systems specifications. This lot is about 0.5 acres in size and the owner also owns adjoining property to the west. No adverse impacts are expected from development, neighboring lots range similarly in size. The entire subdivision is served by a public water system and the neighboring septic systems are located per sheet 2. No conflicts to the other lots will take place by this septic system replacement. A 15' utility easement on the front property line will not be encroached upon. Soil tests found superior soil for this area; sandy soil, not dense, and with no groundwater. The system utilized a 5' wide trench with allowable reduction factor. An application rate of 1.2 GPD/Fr2 with 0.5 reduction factor for utilizing a 5' wide trench. Specification Requirements: All components and work must comply with the Municipality of Anchorage Specifications (AMC) & State of Alaska Drinking Water Regulations and Wastewater Regulations. • Two compartment, 1500 gallon S.T.E.P. tank, conforming to Anchorage Tank & Welding/Orenco Systems Specifications. • Watertight couplings on inlet & outlet • 5 foot minimum between the tank and bed. 10 foot to property lines. • 3 feet of cover is required for trench or insulate. • Tank & solid pipe must be set on well compacted, stable soil • 4 inch diameter elcanouts with airtight caps are required I to 4 feet from foundation wall, prior to any 90 degree bend in 4 inch line. • All eleanouts must extend to at least ground level • In solid pipe runs, ASTM D-3034 may be used in lieu of cast iron • Trench to be placed level, minimum of 4 feet to groundwater, 6 feet to bedrock from drain -rock • Drain rock to be % inch to 2 % inch screened. Drain rock to be distributed uniformly throughout the trench. • Distribution pipe shall be 1.25" Schedule 40 PVC w/ I/8" orifices t@ 27" on center w/ Flushing Valve Box at end of pipe on both ends. • Force main shall be 1.25" Schedule 40 PVC, conforming to Anchorage Tank & Wclding/Orenco Systems specifications. Force main burial to be 4' minimum. • Silt barrier (filter fabric) to be installed above the drain rock • Smeared trench sides must be raked or scarified before drain rock placement • Ball over drain rock must not be less than 24" & I" insulation. • The finish grade must be mounded to promote drainage over the bed • Insulation must be placed over any pipe installed under driveways or parking areas • Approved pipe materials include cast iron, PVC ASTM D3034, PVC ASTM F789, ABS ASTM D2661, PVC Schedule 40. • Sewer Service Line is minimum 2% slope • Septic Tank to be pumped every two years or when required • Insulation board shall be extruded direct burial polystyrene (Dow Styrofoam Iil or equal • The existing septic system will be abandoned; the septic tank will be pumped, croshcd, and filled with sand/gravcl or removed and properly disposed of. Septic System Construction Does Not Preclude Adjoining Lots From Sanitation Improvements. x 0 15' T & E Easement DESIGN NOTES: 1. Total Depth of Trench is 7.5'. 2. Sewer Service Line minimum 2% slope. 3. Trench is Minimum 10' from Lot Line. 4. Lots Served by Public Water System. 1500 Gallon STEP Tank Remove Old Lift Station & Tank Bdrm House IPressure Force Main 1.25' Schedule 40 PVC Force Main �—�or Equal 5 % Slope Absorption Trench rf— 4' Effective Depth 1' = 40' r t6.OF A %h NORTHRIM fy�� ' •d:t,'•., N❑RTHW❑❑DS #3 ENGINEERING ` :'s LOT 17?37 Boor Pew Circ,o p a+. w ,1 LAYOUT £opl. Rher, Alaska 99677 • .= 907.694.7028 ' LOT 15, BLOCK 12 6/7/05 1 of 4 Septic System Construction Does Not Preclude Adjoining Lots From Sanitation Improvements. N90000,00,11 SPRUCE ---t• -----r----- Utu Eer Vacant 5% Slope New Leach Field Septic Area 10 DESIGN NOTES: 1. Total Depth of Trench is 7.5'. 2. Sewer Service Line minimum 2% slope. 3. Trench is Minimum 10' from Lot Line. 4. Lots Served by Public Water System. Avenue Septic Area 14 1/Septic Area 15• Utit Esml ib� 20 35.26 120.00 / u+ . 0 98_93 _ _•16OFA 'N `�' � NOR THRIM h:� .h,:�.. �q �` ' N❑RTHW❑❑DS #3 ENGINEERING • * NEIGHB❑RH❑❑ 17237 8.or Pow Cio,..,. ..•w . �y' LAYOUT Eavo INW.7'6928 99577 ., a-ws ,: 90 LOT 15, BLOCK 12 ' 6/7/05 12 of 4 s u L L L s u L L i H L L 3 IA to L L CL it o, z U X: a < Y v L d U t- Cl. E U d U L L L tA M U +' L 0.2 S y O NLU Q L U Oa lU > O Q&- O d y 0 t s a � y �N a aN a N .4 .aECL N ULE I -O 44 +P O E- S +r O N 4 t • d 4, >. •N ^'+: OV lin Ir) a E 0)+-4- L w -000 to a`~ y O0 L a� W uIL " LJ :5 L LNS0 Loa(- WU+'U yt+- L lL u d +� d WCL ~ 0 0 i �it1-O y tl� H 0 yh yY y+' L C3 O N t O. L L a z StiS L LO 0-5a. W Z +• W d ;.}>ULj 3iN v�y�nmarn3a( LO Li _: ni ri v tri ui N O M A Ya L aF4. W V 0 n J..: O L C d O >, d W O) t7 4 d T CJ i W �c_o O 0 0L u u to n ¢L p J o z m s u L L i H L L 3 IA to L L CL it o, z U X: a < Y v L d U t- Cl. E U d U L L L tA M U +' L 0.2 S y O NLU Q L U Oa lU > O Q&- O d y 0 t s a � y �N a aN a N .4 .aECL N ULE I -O 44 +P O E- S +r O N 4 t • d 4, >. •N ^'+: OV lin Ir) a E 0)+-4- L w -000 to a`~ y O0 L a� W uIL " LJ :5 L LNS0 Loa(- WU+'U yt+- L lL u d +� d WCL ~ 0 0 i �it1-O y tl� H 0 yh yY y+' L C3 O N t O. L L a z StiS L LO 0-5a. W Z +• W d ;.}>ULj 3iN v�y�nmarn3a( LO Li _: ni ri v tri ui N O M A 0 n � M' n O � J A 0 � N N p 2 Y F- u Q� p p J o z m n Y z Q ~ z a W LL, J W e� �� X„ �z ao Q 1 o 1 w 00 ti Li � V b O �Km ZW t$ W N N 0 +1 s �a u~ 0,8 t C C d i ~ P7 -0 cL Li C f - WN L £ U p� \ ; d cj to q Lo 75 d� h tn ; N UI t-. 3 m L Oi So m •r NL �'1 A >J N 0 -0 .sUs C NO= W W CI +' £ O L �S £ z +,u� 41-9a N FSF-Lo Li 0 Ln N W w U 11 O m \ \ s 0 v a W 2 U N V CL CL N d CL z Q S w U m O L� U CL cu N N Z O a. F - v U W CL N N f W N n Y N N O w U U Lai O O z Z A zo W 3 s ea O v Y Z Li W WU O N U w O a x z Z U) N O F f 0 O z Z O U O F- 0 Z a CL r 0 � n tn (Y) e 3 i 3 � ~ 0 N A W 00 N .-t 2 Y Y I— U O Q� 0 Ln i pJ C:) w Z Pa W \ %D O i' �O £ 3 �I LLI U J M �I Z � F- Ld q W 3 ¢ Z:) Lr) a- W of 0- SOILS LOG - PERCOLATI❑N TEST THRIM Date Performed: 5/19/05 INEERING Performed For: Steve & Tracy Pifer Legal Description: Northwoods #3, Block 12, Lot 15 T.H. Location: See Attached Design Elevated Bench In Rear of Property Groundwater?lei_ Depth -- Water Depth After Monitorino.None Dates 5/?7/05 # DEPTH Gross Time Net Time (FEET) Net Drop 1 5/24 Organic -- 3' -- 2 2 - ::.: ... 2 Min 3 0.5' 3 5/24 35 -- 4 -- 4 5/24 37 2 minj 5 0.5' 5 5/24 70 Sand 3' -- 6 5/24 :, w/ Silt 7 - 0.5' 8 10 11 12 - 13 - 14 - 15 - 16 - 17 - 18 - 19 - 20 - T.H. Location: See Attached Design Elevated Bench In Rear of Property Groundwater?lei_ Depth -- Water Depth After Monitorino.None Dates 5/?7/05 # Date Gross Time Net Time Depth Net Drop 1 5/24 0 -- 3' -- 2 5/24 2 2 Min 3.5' 0.5' 3 5/24 35 -- 3' -- 4 5/24 37 2 minj 3.5' 0.5' 5 5/24 70 -- 3' -- 6 5/24 72 2 min 3.5' 0.5' 21 - Percolation Rate 4 min,/Inch Perc Hole Diameter >' Test Run Between 4' and 5' Comments: Dry. cnnd14 call Pncy Pxrnvnttn8. Performed By NorthRim Fng, I CERTIFY THAT THIS TEST WAS Performed In Accordance with All State/Municipal Guidelines in Effect ON THIS DATE. DATE: 6/1/05 NORTHRIM a�" •+: TESTH❑LE LOG ENGINEERING17237 y9 ' ' T. H. 1 o Circlo EdVo Rlw.A/oskoW 995773i� a-Wa✓! r 907.694.7028•''•••••• - GE❑TECHNICAL DOW 6/1/05 1 of 1 MUNICIPALITY OF ANCHORAGE DEPARTMENT OF HEALTH AND HUMAN SERVICES Environmental Health Division 8 "L" Street, Anchorage, Alaska 99502, Telephone 264-4720 ON-SITE SEWAGE DISPOSAL SYSTEM AND/OR WELL INSPECTION REPORT Name C. DISTANCES Address TO SEPTIC ABSORPTION FROM TANK FIELD WELL WELL Phone(s) Permit No. No. of Bedr oms W-A�y oo LEGAL DESCRIPTION ai LOT LINE Lot . Block Subdivisio v 10 1 1 Township, Range, Section T1 �,i FOUNDATION g a + ac AS -BUILT DIAGRAM (Show location of well, septic system, property lines, foundation, TA KS driveway, water bodies, etc.) d fA SEPTIC ❑ HOLDING �• •` ' n Manufacturer• Capacity in gallons TYPE OF SYSTEM ❑ TRENCH D< BED ❑ W. DRAIN ❑ OTHER Depth to pipe bottom from Total depth from original grade original gradera I FT 31 FT Fill added above origin grade Gravel depth beneath pipe _ FTFT •Q Gravel length a Gravel width , S-C� FT ICJ FT Total absorption area Distance between lines SQ FT If FT Number of lines Soil rating Pipe material 3 ;?0(:)' SQ FTb3caf InstallerDate Installed t ELLS ❑ PRIVATE 54 OTHER (Identifv) Classification (A,B,C) Total Depth Cased to ASS A FT pT REMARKS: /I Im o ne.d m N.V ✓YttT t�GSI OI V GoNC�i IIo�S L.• IJ I % & 5 hNVlivt t '175034 Eagle 111Municipal audaglIGIRf4ir, XIl Health Department Approval: 72-013 (3/85) dour a 1 e ,; Scale: N • -T Inspe orrmed by:N � AW Date: Ip — V j_a"' d P 0 5xer04 _ - ca a�atexWt•�E •��/ c »rar n.. ac vav sl• p !F %sbs.? A. lhwfar lJr6.na a.,.rruarl �'��. �yT 71 ` ^ MUNlCIPALITY OF ANCHORAGE Department of Health & Human Services 825 L Street, Anchorageq Alaska 99501 343 ON-SITE SEWER PERMIT Permit Number: 890087 Upgrade Date Issued: 06/01/89 Engineer Designed Owner Name: if) ,H"F.C, Day PhoDe: Owner Addr��s� 520 E" 34 AVE" 6q4 2979 ANCH�RAGE, AK 99503 Parl Id: 051 08 Lot Legal: Gubdivision: NDRTH WOUDS #3 Lot: 15 Block: 12 Section: 4 Townshipx 15N Range: 1W Lot Size 23093 (sq,ft" or acres) Max Bedrooms: This Permit: 3 Total Capacity: 3 SEPTIC TANKx Minimum total septic tank capacity: 1,000 gallons, Each septic tank must have at least 2 compartment$, Depth to tank(s) < 4.0 Feet requires insulation over tank(s), INSTALL PER E�K INEERG DESIGN" LIFT STATION AND HI8H WATER ALARM TO BE TESTED" TAIS PERMIT IS ISSUED FOR THE EXIGTING 3 BDRM., DWELLING ONLYPINT) EXPIRES ON 12/31/89. I CERTIFY THAT: 1^ I am Namiliar with the requirements {�P onmsite zewers and wells as get forth by the Municipality of Anchorage (MOA) and the State o{ Al�ska. 2, I PA 11 install the system in accordance with all MOA codes and regulations, and in compliance with the design criteria o{ this permit. 3" I will adherC,,� to all MOA and State of Alaska requirements f,or the set back distances from any existing well, wastewater disposal system or public sewepage system on this or any adjacent or nearby lot" 4" I understand that this permit is valid for a maximum of 3 bedrooms. I also understand that the capacity of the total system is :3 bedroom; and any enlargement will require an additional permit. Signed: DATE: �t____.... .... ... ... _­1.� _~_..... ..... .... .... ... ..... ����..... ~ � Issued ByxDATE: L CV C.0 I ryaG, i VCICI Ivry LP 0 t-t'C>P�7-rp Woops m Municipality of Anchorage DEPARTMENT OF HEALTH & HUMAN SERVICES 825 "L" Street, Anchorage, Alaska 99502-0650 SOILS LOG — PERCOLATION TEST PERFORMED FOR: L-��I�%�- 3_ `7L— T �{[,,,�.�-,-lrnG�, DA LEGAL DESCRIPTION: L' iS r./ ISL- 1'1C)V" Township, Range, Section pT �� SLOPE SITE _Iw �- r -,--r T 2 r 3 4 12- 13- 14- 15- 16- 17 2 1314151617 81920 18- 19- 20 COMMENTS v, 4 Eagle River Lo PERFORMED BY: a nt ACCORDANCE WITH ALL STATE AND MUNICIPAL 72-008 (Rev. 4/85) 41 WAS GROUND WATER \I I/� ENCOUNTERED? �% S IF YES, AT WHAT L DEPTH? O P E Depth to Water After Monitoring? —7 Dater Reading Date Gross Time Net Time 6 �r 1 7 _p G � Y ~y� r 1_' 4r 8- 7-`•4:;-� 9- 91011 10- 11 f `/ o io lv 12- 13- 14- 15- 16- 17 2 1314151617 81920 18- 19- 20 COMMENTS v, 4 Eagle River Lo PERFORMED BY: a nt ACCORDANCE WITH ALL STATE AND MUNICIPAL 72-008 (Rev. 4/85) 41 WAS GROUND WATER \I I/� ENCOUNTERED? �% S IF YES, AT WHAT L DEPTH? O P E Depth to Water After Monitoring? —7 Dater Reading Date Gross Time Net Time Depth to Water Net Drop 1 S -tom -tet 2.to-- '2— 1_' 4r 7-`•4:;-� o io lv u PERCOLATION RATE 67 (minutes/inch) PERC HOLE DIAMETER TEST RUN BETWEEN 3 FT AND FT CERTIFY THAT T/HII TESTPASCPPERFORMED IN EFFECT ON THIS DATE. DATE: MUNICIPALITY OF ANCHORAGE b�O is Sa ¢a • DEPARTMENT OF HEALTH & ENVIRONMENTAL PROTECTION ENVIRONMENTAL ENGINEERING DIVISION 825 L Street - Anchorage, Alaska 99501 Telephone 264-4720 ON-SITE SEWAGE DISPOSAL SYSTEM AND/OR WELL INSPECTION REPORT NAME W J z� PHONE tsM 2 UPGRADE MAILING ADDRESS LEGAL DESCRIPTION LOCATION U DISTANCE TO: Comm Y IL Q Manufacturer LU C---Iree^ W Liq. capacity in ggallons I e.f,'I IF HOMEMAnF• NO. OF BEDROOMS )tion area DwellingQQ PERMIT�N9O. `5 U keuxfjytii +e,1 Material No. of compartments L length Width Liquid depth G Y J t=Z DISTANCE TO: Well Dwelling PERMIT NO. = Z F Manufacturer Material Liquid capacity m gallons DISTANCE TO: Well « r Foundation Nearest lot line I PER, aTi'i F Z w No. of lines Length of each a Total length of i�ne Trench width -A1 flWr" ^ Distance between lines f D Top of the to finish ,grade rr Material beneath the 2 Total effective absor ioniarea Length 9 Width Depth 10 inches 4 1 6 u w PERMIT NO. C7 Q F LU a Type of crib Crib diameter Crib depth Total effective absorption area w w DISTANCE TO: Well Building foundation Nearest lot line J J Class Depth Driller Distance to lot line PERMIT NO. W 3: STANCE TO: Building foundation Sewer line Septic tank Absorption area(s) OTHER ` PIPE MATERIALS (� I VC SOILTESTRATING IZCa IJtA _5 INSTALLER S REMARKS M d K it APPROVED DATEL�E.gGAL p to r 11A WOO p 72-013 (Rev_ 3/78) Inswt-cAed bqt�o--"y % Rol -k MUNICIPALITY OF ANCHORAGE Department,- f Health and Environmental-,Trotection 825 Street, Anchorage, AK. _9501 0 264-4720 Permit #,F - # # HANDWRITTEN PERMIT # # # NBA ON-SITE SEWER PERMIT Applicant: Mailing Address: ; *U Location: L P one Number: Legal Description: �d 7-16- Q%Jklet Lot Size: Type of Soil Absorption System Is: Trench: Dra.infield: _ Seepage Bed: Holding Tank: Maximum Number of Bedrooms: _ Soil Rating (sq. ft/br) /Ao The Required Size of the Soil Absorption System Is: DEPTH y _LENGTHr GRAVEL DEPTH WIDTH JAS The length dimension is the length(in feet) of the trench or drainfield. The depth of a trench or pit is the distance between the surface of the ground and the bottom of the excavation(in feet). There is no set width for trenches. The gravel depth is the minimum depth of gravel between the outfall pipe and the bottom of the excavation(in feet). * * REQUIRED SEPTIC(HOLDING) TANK SIZE = Ja d b GALLONS # Permit applicant has the responsibility to inform this department during the installation inspections of any wells adjacent to this property and the number of residences that'the well will serve. # # TWO(2) INSPECTIONS ARE REQUIRED # # # Backfilling of any system without final inspection .and approval by this department will be subject to prosecution. Minimum distance between a well and any on-site sewage disposal system is 100 feet for a private well or 150 to 200 feet from a public well depending upon the type of public well. Minimum distance from a private well to a private sewer line is 25 feet and to a community sewer line is 75 feet. well logs are required and must be returned to this department within 30 days of the well completion. Other requirements may apply. Specifications and construction diagrams are available to insure proper installation. * * * PERMIT EXPIRES DECEMBER 31, 1 9 3 3 I certify that: (1) I am familiar with the requirements for on-site sewers and wells as set forth by the Municipality of Anchorage. (2) I will install the system in accordance with codes. (3) I understand that the on-site sewer system may require e rge ent if the residence is remodeled to include more tha 3 edro Signed: 01 Issued by: Ap icant Y(-1 /_-� Date: SWP/024(1/81) 94— SOI LS LOG MUNICIPALITY OF ANCHORAGE ' DEPARTMENT OF HEALTH AND ENVIRONMENTAL PROTECTION PERCOLATION a . 825 L. Street, Anchorage,. Alaska 99501 264-4720 TEST SOILS LOG — PERCOLATION TEST PERFORMED FOR: �"7'`=(f��� L. K�lel�, 4n) ,,;T DATE PERFORMED: OjP_ eIa- LEGAL DESCRIPTION: `L7i' �� ���= d1oi ` lue,jeyr '4 /, fl-.- DEPTH (FEET) 1 rr� L f 1 T f fIPS.C9tL 2 3 4 6,eA d e," 5 A fJw wu rryl to 16hsacs 12O Sr) 5- 6- 7- 8-1 67$ SN! S i wry 6,mae y 9- 10- 11 1011 WAS GROUND WATERS ENCOUNTERED? JU O L O 12 P ®® IF YES, AT WHAT E 13 �-r-rvm OF'/� DEPTH? 14- 15- A6 OF 16 4w , oOeeouaeB o X e 17 Pm4°H 1$ �®mm _ aom aeq gee omo � oua e® on o f° t" *Russell L. Oyaten 4% 19 1� 00 No. 4286.E �meg,po PLAN Reading Date Gross Time Net Time Depth to-'- Water Net Drop - t® PERCOLATION RATE (minutes/inch) TEST RUN BETWEEN FT AND--V FT COMMENTS �- COMMENTS LoQ�! tb -d.�r ]( SC-�t7r ^' �%'�r� •> �' "7-1�r5 f-- q- —/V,p FJEi%I�A(C 7d C0/0046NEC� n _ PERFORMED BY: Sem r ST�iB CERTIFIED BY: 72-008 (6/79) DATE:_ L 19$' j En A WS MUNICIPALITY OF ANCHORAGE ` i Development Services Department ` Phone: 907-343-7904 On-Site Water & Wastewater Section Fax: 907-343-7997 Certificate of On-Site Systems Approval Parcel I.D. 051-732-08 Expiration Date: d _ZCiZ 1. GENERAL INFORMATION Complete legal description North Woods Unit 3 Block 12 Lot 15 Location (site address) 23108 Sheltering Spruce Ave Current property owner(s) Troy Davis Homes, Inc. Day phone 357-9394 Mailing address 1689 S. Knik Goose Bay Road, #400, Wasilla, AK 99654 Real estate agent Day phone 2. TYPE OF DWELLING: J Single Family (w/wo ADU) E Duplex E Multiple Dwellings (Single Family and/or Duplex) 3. NUMBER OF BEDROOMS: 3 4. TYPE OF WATER SUPPLY: TYPE OF WASTEWATER DISPOSAL: Private Well 0 Private Septic [� Water Storage l—I Holding Tank Community Well ❑ Community ❑ Public Water System ❑ Public Sewer ❑ Waiver request for: Distance. Received by: Date: COSA to be released to the engineer.unless otherwise requested by the engineer. COSA Fee $ 636 Waiver Fee $ Date of Payment .51881 1q Date of Payment Receipt Number 6cc31 Qq D Receipt Number COSA# 0.5C1(1118‘0 Waiver# 5. STATEMENT OF INSPECTION BY ENGINEER As certified by my seal affixed hereto and as of the validation date shown below, I verify that my investigation, based on procedures outlined in the Certificate of On-Site Systems Approval Guidelines for this application, shows that the on-site water supply and/or wastewater disposal system is (are) safe, functional and adequate for the number of bedrooms and type of structure indicated herein. I further verify that based on the information obtained from the Municipality of Anchorage files and from my investigation and inspection, the on-site water supply and/or wastewater disposal system is (are) in compliance with all applicable Municipal and State codes, ordinances, and regulations in effect at the time of installation. I acknowledge that On-Site staff may visit the site to verify the information submitted. Name of Firm Forge Engineering Phone 907-522-7773 Address 1399 W. 34th Ave Suite 101, Anchorage AK 99503 Engineer's Printed Name Benjamin Schiller, P.E. Date 5/23/19 *: 49 i • *', 6. DSD SIGNATURE ► • •• System #1 Approved for J bedrooms • r/ . Benja• , hiller 1259 System #2 Approved for bedrooms F9F,C5123/19?.` �� Disapproved ill °PRoFEssIoA� Conditional approval for bedrooms, with the following stipulations: By: — Original Certificate Date: C3, The Municipality of Anchorage Development Services Division (DSD) issues Certificates of On-Site Systems Approval (COSA) based only upon the representations given in paragraph 5 by an independent professional civil engineer registered in the State of Alaska. The Municipality of Anchorage is not responsible for errors or omissions in the professional engineer's work. 7. ATTACHMENTS: COSA Checklist X Nitrate Advisory Septic System Advisory Arsenic Advisory Well Flow Advisory Other COSH Cbecc s:bice sneer COSA Checklist Legal Description: North Woods Unit 3 B12 L15 Parcel ID: 051-732-08 If more than 1 septic system on lot: COSA Checklist# of Structure served by this system A. WELL DATA ❑ Well log is filed with Onsite (or attached) Well production at time of test gpm Date drilled Water storage tank volume gallons Total depth ft Well disinfected for coliform test? ❑ Yes ❑ No Cased to ft ❑ Coliform bacteria is Negative ❑ Sanitary seal is functioning correctly Nitrate mg/L ❑ Nitrate less than MRL (ND) ❑ Wires are properly protected Arsenic ug/L ❑ Arsenic less than MRL (ND) Casing height (above ground) in. Collected by Date of flow test for COSA Date of Sample Static water level at beginning of test ft. Comments PUBLIC WATER B. TANK DATA C. LIFT STATION Age of tank(s) 14 years ❑ Required maintenance completed Tank type/material Septic/Steel Age of lift station 14 years Measured operating fluid level in septic tank 49" Lift station material Steel ❑■ Standpipes/foundation cleanout per record drawing Comments: Date of pumping 6 3d `17 D. ABSORPTION FIELD DATA Deep Trench Which system tested (date installed) 8/5/05 Adequacy test date 5/22/19 ❑ ALL standpipes present per record drawing Results Q✓ Pass For 3 bedrooms Total measured depth from grade ,.lC ft (max) Fluid depth prior to test 0 in Measured depth to pipe invert from grade ft(min) Water added 600 gal • N/A—pressurized field New depth 0 in ❑� Monitor tubes go to bottom of effective. If not, state 0 depth into effective Elapsed time min ❑■ Code-required soil cover over field Final fluid depth 0 in Absorption rate 450+ gpd ❑ System presoaked NA (Required if vacant for greater than 30 days prior to Any rejuvenation treatment(past 12 months) date of test) Gallons introduced NA gallons If yes, enter date Comments/Deficiencies: COSA Checklist yellow sheet E. SEPARATION DISTANCES From Private Well on Lot to: (Please enter distances if less than required or if community well) Septic Tank/Lift Station on Lot > 100' Community Sewer Manhole/Cleanout> 100' ✓❑Yes if No ft 0✓ Yes if No ft Neighboring Tank > 100' ✓0 Yes if No ft Private Sewer/Septic Line > 25' ✓l Yes if No ft Absorption Field on Lot > 100' ✓❑Yes if No ft Holding Tank > 100' 0 Yes if No ft Neighboring Absorption Fields > 100' Animal Containment> 50' 0 Yes if No ft ❑✓ Yes if No ft Manure/Animal Excreta Storage > 100' Community Sewer Main > 75' 0 Yes if No ft —0✓ Yes if No ft From Septic/Holding Tank on Lot to: (Please enter distances if less than required) Building Foundations > 10' ✓0 Yes if No ft Surface Water> 100' ❑✓ Yes if No ft Property Line > 5' p Yes if No ft Wells on Adjacent Lots: Absorption Field > 5' 0✓ Yes if No ft Private Wells > 100' ✓0 Yes if No ft Water Main > 10' ✓0 Yes if No ft Community Wells > 200' [' Yes if No ft Water Service Line > 10' 0✓ Yes if No ft If septic tank is under driveway comment below From Absorption Field on Lot to: (Please enter distances if less than required) Building Foundation > 10' p✓ Yes if No ft If absorption field is under driveway comment below Property Line > 10' ✓0 Yes if No ft Wells on Adjacent Lots: Water Main > 10' 0 Yes if No ft Private Wells > 100' ❑✓ Yes if No ft Water Service Line > 10' p Yes if No ft Community Wells > 200' 0 Yes if No ft Surface Water> 100' 0 Yes if No ft F. ENGINEER'S COMMENTS G. ENGINEER'S CERTIFICATION �t���"\‘ _, of AC4lkI I certify that I have determined through field inspections and review ,r Q'• of Municipal records that the above systems are in conformance with j 413 i �• .. 0,A MOA COSA guidelines in effect on this date. / *• TH i"Ik • * y % VP- . ‘%.". . . . . / Benja chiller . • . �# (�c•.. CE12592 �� �� '...5/28/19 ,•��v�� COSA Checklist yellow sheet 1kV'PROFESS10NP4.� SHELTERING SPRUCE AVENUE o • o 1\ N 90'00In .( '00•E 120.00' 2.0'x10.3' CANT .ic..-- Q MANHOLE • _c. u, SEPTIC \_.15' UTILITY EASEMENT '°Q> PIPES GRAVEL Qo 6.1'x7 8' ENCLOSERETAINING WALL • ENTRY 2.0'x 18.3' CHAIN—LINK FENCE CANT 1.5' CANT so.2 49.8' 10.3'x 12.3' SHED 7 STORY RESIDENCE. 1 1 1.9'x8.2' N w/ DAYLIGHT BSMT, d 2.0'x4.5' ' GREENHOUSE MAd50.2' B • N CANT N a • liff".141111— a) WOODEN �,a o Tract B1 FENCE o Lot 14 • w 1.3'x3.6' CANT —` o 0o , o o Lot 15 DECKS o • ° 23,093 s.f. cn o 0 Z RETAINING WALL p��i4 IWIRE FENCE WIRE FENCE • SEPTIC PIPES 7.9'x8.2' PLAYHOUSE• .`• •` \ N 90'00'00"W 120.00' • \ \ \ Lot 9 \\ Lot 10 Lot 1 1 \ I PLOT PLAN AS BUILT X SCALE 1• = 40' GRID NW 1459 Project No. 17-497/A1 11500 Daryl Avenue, Anchorage, Alaska 99515-3049 Lang (Sc Associates , inc . (907) 522-6476 Phone d000Op T (907)an2surve comFax c OF / O�p Professional Land Surveyors g y. d ..... ..1. p jonathanOlangsurvey.com �oPS QO I hereby certify that I have surveyed the following described property: QOM ' LOT 15, BLOCK 12, NORTH WOODS SUBDIVISION — UNIT #3 (PLAT No. 83-68) p * 49TH •��.D0 Anchorage Recording District, Alaska, and that the improvements situated thereon are o 0 o within the property lines and do not encroach onto the property adjacent thereto, that 0 r no improvements on the property lying adjacent thereto encroach on the surveyed 0"-L KENNETH LAN premises and that there are no roadways, transmission lines or other visible 0�c^„, OD easements on said property except as Indicated hereon. ' PSP c'tY P O���P�'�LS�20g ••.gjp�0 Dated this the \'J Day of �' ,: , �' I , , at Anchorage, Alaska a O o I p40QRG SSIGNAL-'Q' It is the responsibility of the owner to determine the existence of any easements, �OpppOo� covenants, or restrictions which do not appear on the recorded subdivision plat. AECC963 KEY BOX AND SERVICE LINE LOCATION BY SKETCH - opro INDICATE NORTH STREETLWIW /c"-4/' 4,7 A lk c N 1 S - 0 6 -"o - fi k) o le a n 1 , 31-058 (Rev. 10/97)* Back MUNICIPALITY OF ANCHORAGE Phone:Fax_ 3<E3 �90� Development Services Department Fax 07••313 7997 On-Site Water & Wastewater Section Lift Station/Pump Vault }' `� Maintenance Log Leel Desc.__ -'-- P�.one --- - c.ptic Tank; -SIu«ge Iev?! ,! !n:;hes -Pumping: requ -edt.L0 -Pumping completed ell .0 i LJ1t atiQn: ID N1cLy rt -Pump basket cleaned ,,,-.`: rac1 ifiuent filler cletaned ,Q -Control floats cleaned COR -Prrtip•ff ilc;�t settings confirmed ro -Operation satisfactory o Alarm System; -Dedicated electrical alarm circuit 0 no -Audible and visual alarm inside dwelling xE+x.09 s t��f X14044- 1 -Alarm �.yystern operation atict4• tom. u acto.�C iVtarillR15.t -Ground water intrusion at riser to tank connectior ygaal -Grottnd water intrusion around pipe penetralior?. v,^; 00 •tiAk±en hole functional VF!c no InsulatedProperly Secured r -Manhole lid: Functionalo -All manufacturer required inspections and maintenance completed Technician L- .c c-vE'-T r.. --- Date of maintenance_. r Company A p k .l_ 4 GL.0? $21C q Signature:_ _ Date;S�1/ . - • " • -. ..- . • . . .fir ' .. ' -w'vW.r lurhp.Grq • I MUNICIPALITY OF ANCHORAGE • Department of Health & Human Services�i DIVISION OF ENVIRONMENTAL SERVICES 343-4744 CERTIFICATE OF INSPECTION FOR HEALTH AUTHORITY APPROVAL OF ON-SITE SEWER AND WATER FACILITY FOR SINGLE FAMILY DWELLING Parcell.D.# 051-732-08 HAA# HA890046 1. GENERAL INFORMATION (Must be completed prior to submittal) (a) Legal Description (include lot, block, subdivision, section, township, range) Lot 15 Block 12 North Woods Subdivision Phase III Location (address or directions) NHN Sheltering Spruce (b) Property owner AHFC #56696 Telephone: (home) Mailing Address 520 East 34th Avenue, Anchorage, Alaska. (c) Lending Institution Northland Mortgage Telephone o Tammy Mailing Address Business (d) Real Estate Company and Agent Lynda Banner % Jack White Company Address 10928 Eagle River Road, Eagle River, Alaska 9.05577 Telephone 694-5500 (e) Mail the HAA to the following address: (or check here ❑, if hold for pick up.) List contact person and day phone number below: S & S Engineer 17034 Eagle River Loop Road, Suite 204 Anchorage, Alaska 99577 2. TYPE OF RESIDENCE Single -Family Number of bedrooms three (3 ) 3. WATER SUPPLY Individual Well ❑ Community:9C Public ❑ P.W.S. ID#213001 Note: If community well system, must have written confirmation from the State Department of Environmental Conservation attesting to th legality and status. 4. SEWAGE DISPOSAL On-sitell3c Public ❑ Community ❑ Holding Tank ❑ Note: If community well system, must have written confirmation from the State Department of Environmental Conservation attesting to the Iegailty and status. 72-025 (Rev. 7/88) Page 1 of 2 � p A HEALTH AUTHORITY APPROVALS SEWER & WATER MAIN EXTENSIONS SEWER & WATER INSPECTION ENGINEERING STUDIES AND REPORTS WELL INSPECTION & FLOW TEST SITE PLANS ROAD DESIGN SOIL TEST PERCOLATION TEST STRUCTURAL& MECHANICAL INSPECTIONS ON SITE WASTE WATER DISPOSAL SYSTEM DESIGN June 23, 1989 Mn. Dan Bones Mun i.c l pat i.ty o6 Anchorage DEPARTMENT OF HEALTH AND HUMAN SERVICES 825 L St&ee-t Anchorage, A2a,6ka 99501 REFERENCE: Lot 15; Btock 12; Nonth Woods Subd.iviz ion 03 Dean. Dan, ROBERT A. SHAFER CIVIL ENGINEER 694-2979 On February 13, 1989 you .issued a eonditiona2 Hea.2.th Authority Approvat (HAA) on the te4etenced property. The condition o4 this approval required the ab,sorption bed to be monitored 6or water during the period Brom May 1, 1988 to June 15, 1988. On May 11, 1989 groundwater monito&ing resutted in a determination that the existing absorption bed was .in non-compliance with the 4 boot separation required to the watem table. Subsequent to this determination, Municipae penm.i..t #890087 wa3 .i3,sued 4or the upgrade o5 the ab,6orption area. Attached .is an on -,site in.speetion report az-buC2t 4or the upgnade pergormed under this permit. Request you now .i3sue a 6inat HAA. ptea3e c.ontaaZ t us. 33 . SHAFER, P.E. 16 we may be o6 burther zerv.iee, MUNICIPALITY OF ANCHORAGE DEPT. OF HEALTH & ENVIRONMENTAL PROTECTION JUN 2 61989 RECEIVED 17034 EAGLE RIVER LOOP, SUITE 204, EAGLE RIVER, ALASKA 99577 Y.�..W>"ism.*reruoirL.Y�&astn.G:�.'_Yr.:.G:::.n...r....::a.....tWw_::�-«✓azsr�..._..>w..:��n-.,;.,.r a..-r..kx ...... +.Taxa...n..r.a,.,.>..aw-.-.,x........ ....:.. .......�.,.�.,..,........�..,.............,—...-........�........a........�,...._�._. MUNICIPALITY OF ANCHORAGE • Department of Health & Human Services DIVISION OF ENVIRONMENTAL SERVICES 343-4744 CERTIFICATE OF INSPECTION FOR HEALTH AUTHORITY APPROVAL OF ON-SITE SEWER AND "'ATER FACILITY FOR SINGLE FAMILY DWELLING Parcel 1.D.# 061 -1 -CA HAA#- i1Q9,"�CY2�LV_,n 1. GENERAL INFORMATION (Must be completed prior to submittal) (a) Legal Description (include lot, block, subdivision, section, township, range) Location (address or directions) (b) Property owner HE #56696 Telephone: (home) Business Mailing Address 59d F_ 34th, Anohaaago (c) Lending Institution Nau.thfand Ma 'gage Telephone Mailing Address Attn. Tammy (d) Real Estate Company and Agent Jack White Co. / Lynda Bannek ' Address 10928 Eagte Riven Rd., Eag.2e Raven, Ak. 99577 Telephone 694- (e) Mail the HAA to the following address: (or check here* -,if hold for pick up.) List contact person and day phone number below: S & S ENGINEERING 17034 Eagle River Loop Road No. 204 Ea4le River, Alaska 99577 2. TYPE OF RESIDENCE Single-Family>y(.l Number of bedrooms 3 3. WATER SUPPLY Individual Well Community EX Public ❑ P.W.S. TV. #213001 Note: If community well. system, must. have written confirmation from the State Department of Environmental Conservation attesting to th"legality and status. 4. SEWAGE DISPOSAL On-site Public ❑ Community ❑ Holding Tank ❑ Note: If community well system, must have written confirmation from the State Department of Environmental Conservation attesting to the legality and status. 72-025 (Rev. 7/88) Page 1 of 2 5. ENGINEERING FIRM PROVIDING INSPECTIONS, TESTS, FILE SEARCH, DATA AND INFORMATION As certified by my seal affixed hereto and as of the validation date shown below, I verify that my investigation of this Health Authority Approval shows that the on-site water supply and/or wastewater disposal system is safe, functional .and adequate for the number of bedrooms and type of structure indicated herein. I further verify that based on the information obtained from the Municipality of Anchorage files and from my investigation and inspection, the on-site water supply and/or wastewater disposal system is in compliance with all Municipal and State codes, ordinances, and regulations in effect on the date of this inspection. Name of Firm S & S Engineering Telephone 694-2979 Address 17034 Eagle River Loop Road, Suite 204 Eagle River 99577 Date Engineer's Seal 6. DHHS APPROVAL Approved fattree 3 droomsby �---Date June 27, 1989 Approved xxxxxxx Disapproved Conditional Terms of Conditional Approval The upgrade of the on—site wastewater disposal system has been completed and as—builts turned into DHHS for review and approval. The as—builts have been approved, see attached copy. Therefore, this property is now fully approved as a three(3) bedroom single family dwelling. 1uTIa The Municipality of Anchorage Department of Health and Human Services (DHHS) issues Health Authority Approval cerificated based only upon the representations given in paragraph 5 above by an independent professional engineer registered in the State of Alaska. The DHHS does this as a courtesy to purchasers of homes and their lending institutions in orderto satisfy certain federal and state requirements. Employees of DHHS do not conduct inspections or analyze data before a certificate is issued. The Municipality of Anchorage is not responsible for errors or omissions in the professional engineer's work. 72-026 (Rev. 7/88) Beck Page 2 of 2 5. ENGINEERING FIRM PROVIDING INSPECTIONS, TESTS, FILE SEARCH, DATA AND INFORMATION ' As certified by my seal affixed hereto and as of the validation date shown below, I verify that my investigation of this Health Authority Approval shows that the on-site water supply and/or wastewater disposal system is safe, functional .and adequate for the number of bedrooms and type of structure indicated herein. I further verify that based on the information obtained from the Municipality of Anchorage files and from my investigation and inspection, the on-site water supply and/or wastewater disposal system is in compliance with all Municipal and State codes, ordinances, and regulations in effect on the date of this inspection.. Name of Firm 3 & S ENGINEERING Telephone v �r� Z 71 17034 Eagle River Loop Road No. 204 AddressEagle Rivet, Date 2 _11� P �=" e• rte, taa<<.� o M�,�. 6. DHHS APPROVAL Approved for •� bedrooms by *' � Date � Appreved i J. •.-. • • • Terms of Conditional Approval 70 �e¢74dPz etdl fvY�X0:2 ��t� j -7-14 y: tr'aJlGY.�i� 7`61,104 GP r�CLyz L /�7 If eQ/• n eSCJ DW 7-4t /Upt/& A.0_4,eSX4,r, 7U eo&,�O— a K g /`' a SS/IZ CAUTION 11 C oLK U/S G� 6 � dam. G ��i/T (f � /YtOH/Tfjylbfey The Municipality of Anchorage Department of Health and Human Services (DHHS) issues Health Authority Approval cerificated based only upon the representations given in paragraph 5 above by an independent professional engineer registered in the State of Alaska. The DHHS does this as a courtesy to purchasers of homes and their lending institutions in order to satisfy certain federal and state requirements. Employees of DHHS do not conduct inspections or analyze data before a certificate is issued. The Municipality of Anchorage is not responsible forerrors or omissions in the professional engineer's work. 72-025 (Rev. 7/88) Back Page 2 of 2 7- ' MUNICIPALITY OF ANCHORAGE (MOA) • Health Authority Approval (HAA) CHECKLIST - FEBRUARY 1984 343-4744 44 Legal Description: U-0< 14� 1�L �• 12-- Q� Q Lam` A. WELL DTb n Well Classification (� If A, B, C, D.E.C. Approved/N)_ Well Log Present (l%N) 7 Date Completed Yield Total Depth Cased to Depth of Grouting Static Water Level Casing Height Above Ground Electrical Wiring in Conduit (Y/N) SEPARATION DISTANCES FROM WELL: Pump Set At Sanitary Seal on Casing (Y/N) Depression Around Wellhead (Y/N) To Septic/Holding Tank on Lot 7.0014" ; On Adjoining Lots To Nearest Edge of Absorption Field on Lot '7,00t k ; On Adjoining Lots To Nearest Public Sewer Line To Nearest Public Sewer Cleanout/Manhole To Nearest Sewer Service Line on Lot Water Sample Collected by Date Water Sample Test Results Comments `i12 B. SEPTIC/HOLDING TANK DATA Date Installed l01 -O3 SizeI Q(22_No. ofCompartments 'Z— Standpipes&N) T—_Air-tight Caps ON) Sf_Foundation CleanoutCSDN)_ Depression over Tank (Yo D to Last Pumped Pumping/Maintenance Contact on File (Y/N) rJ • for Holding Tank High -Water Alarm (Y/N) I I -Temporary Holding Tank Permit (Y/N) SEPARATION DISTANCES FROM SEPTIC/HOLDING TANK: To Water -Supply Well ��� t� To Building Foundation r To Property Line To Water Main/Service Line To Disposal Field To Stream, Pond, Lake or Major Drainage Course \racy L Comments 112 5 00'FJ t-1 t1 72-026 (Rev. 7/88) Front Page 1 of 2 '5, / C. ABSORPTION FIELD DATA Soils Rating in Absorption Strata Type Type of System Design Date Installed Length of Field �� ) Width of Field 1 �� Depth of Field Gravel Bed Thickness Square Feet of Absortion Area l Statndpipes Present(fVTl) Depression over Field (YJJ�T /A Date of Last Adequacy Test -z- Results Results of Last Adequacy Test SEPARATION DISTANCE FROM ABSORPTION FIELD: To Water -Supply Well To Existing or Abandoned System on On Adjoining Lots4- To Cutback (if present) `� — To Stream, Pond, Lake, or Major Drainage Course `�_ To Building Foundation Lot (jam � To Water Main/Service Line J�_ I To Property Line tb To Driveway, Parking Area, or Vehicle Storage Area Comments D. LIFT STATION Date Installed Si n Gallons "Pump On" slit High Water Alarm Level at — - Tested for Meets MOA Electrical Codes (Y/N) Comments Dimensions Manhole/Access (Y/N) "Pump Off" Level at Vent(Y/N) mping Cycles during Adequacy Test. "Check Permitted Bedroom Rating Against HAA Request" I certify that I have checked, verified, or conformed to all MOA and HAA guidelines in inspection. e4 Signed S & S ENGINEERING 17084 Eagle River .. _ Company ever, /Ilaska 99577 0 ---,? Date MOA No. ,^Zil r , C_Z a e 9 &_0 ('6_;2A/ No. o_4; Date of Payment Amount: $ Receipt No. Waiver Fee: $ Date of Payment 72-026 (Rev. 7/88) Back Page 2 of 2 of this oc emenu.mmaaynye +a�.�. ftbod R. R,4x, jb No. 146Y4 n v"• 9kc sm00y Vb GNif+` 1 '' "a�, �o o a s a DEPT. OF ENVIRONMENTAL CONSERVATION/ ANCHORAGE/WESTERN DISTRICT OFFICE 3601 C STREET, SUITE 316 ANCHORAGE,' ALASKA 99503 DATE: January 26, 1989 PWSTD: 213001 To Whom it may C,rncern: Apcordin�g�;to the records on file in this WTILITIE ZNORTHWOODS Water System is in State of Alaska Drinking Water Regulations. Sincerely, STEVE COWPER, GOVERNOR 563-677 A 1j: E 1. ri Sincerely, STEVE COWPER, GOVERNOR 563-677 A E 1. Sincerely, STEVE COWPER, GOVERNOR 563-677 A Time AP' FILLS OUT UPPER HA ONLY Time rPLI"1NT Property Owner W11 M 07-1- f`�.�T �C.� j�� r� FPhone Address i +-7 /l. J /T lf� C (`j /tJ% �3 f{ 5 l Zip Code/) G}Mailing 3 �f ' /3:",3 Buyer Date Inspector Address Zip Code Lending Institution Field Notes: 6 Phone Address Zip Code Realty Co. & Agent Phone Address Zip Code Legal Description L9 (' ,� 13eor K Z f'! CrU 's �✓ ' Street Location & A! 4 T c-' T pe of Residence ,Single Family "? ',J 71 Multiple Family No. of Bedrooms ❑ Other Date Sewer I tailed Water Supply 11 Individual Well Log Received ATTACH WELL LOG. A well log is required for all wells drilled since June 1975. X. Community Well to Tank For wells drilled prior to that date, give well depth (attach log if available). ❑ Public Utility Sewer Disposal Se 'Z �� 7 ,SK>4� C} q`� Cl)(`isi p� Year Individual Installed: =�'l.Individual ❑ Public Utility When Connected to Public Utility: ❑ Holding Tank NOTE: THE INSPECTION FEE MUST ACCOMPANY EACH REQUEST BEFORE PROCESSING CAN BE INITIATED. Time Time Time Date Date Date Date Inspector Inspector Inspector Inspector Field Notes: 6 JUN 101983 "Municipafity of Anchoraga,, ( APPROVEY BEDROOMS 'CONDITIONS OF APPROVAL epL. of Health & f nvircnmental Protection'' ( )DISAPPROVED ( ) CONDITIONAL APPROVAL' DATE, BY: Soils Rating Date Sewer I tailed Well To Absorption Area Well Log Received Septic Tank Size Well to Tank 72023 (3182)