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HomeMy WebLinkAboutSIEFKER #2 LT A-5B5i fker Lot A-SB #015-272-55 Municipality of Anchorage On -Site Water and Wastewater Section - (907) 343-7904 Page of ON-SITE WASTEWATER INSPECTION REPORT Permit Number: OSP261 011 PID Number: 015-272-55 Dwelling: E Single Family (SF) n with ADU 1771 Duplex (D) 1771 Two Single Family Project: n New E Upgrade Name DSAA HOLDINGS LLC ABSORPTION FIELD El Deep Trench E Wide Trench 171 Bed [] Mound Site Address 3641 E KLATT ROAD, ANCHORAGE D Other Phone Number of Bedrooms Soil Rating Total depth from original grade 1 5 1 GPD/SFI 6 Ft. LEGAL DESCRIPTION Depth to pipe invert from original grade 5.5 Ft. Gravel depth beneath pipe 0.5 Ft. Subdivision Block Lot SIEFKER #2 A-513 Fill added above original grade VARIES 0.06' — 0.18 Ft. Gravel length (70'& 80') 150 Ft. Township Range Section Gravel width 5 Ft. Beds: Number of Lines Distance between lines Ft. SEPARATION DISTANCES To! Septic Absorption 1 Lift Station Holding 1; Sewer Total absorption area Number of trenches Dist. between trenches From Tank Field STEP Tank Line 750 Ft' 2 6 Ft. WellTANK 100'+ 100'+ 100'+ 25'+ 0 Septic 0 S.T.E.P. El Holding 0 Other Manufacturer GREER Capacity 1000 & 1000 Gal. Surface Water1 100'+ 100'+ j 100'+ Material HDPE Number of compartments 3 TOTAL Lot Line 5+ j 10'+ 51+NA Foundation 10'+ 10'+ 10'+ LIFT STATION Manufacturer ORENCO i GREER Capacity 250 Gal. Remarks 2 deep -burial HDPE tanks w/ baffle removed in I tank wl 2"d tank STEP. *BMs see drawing & description. Alarm location Electrical installed by SHOP Power Lighting & Control Tank to PIPE MATERIAL House to tank 3034 drainfield 30,13.1 4 Installer NORTHERN EXCAVATION ­ - Drainfield 3034 CO/MT 3034 Inspector FWC BENCH MARKS (Assumed elevation) 100 ft Inspdates: ection ls'03/25/2026 2 "d 03/26/26 Location and description 3rd 03/27/26 4h 03/30/26 Field: bottom of shop siding & Tanks: main house patio ON-SITE WATER AND WASTEWATER SECTION APPROVAL N A Conditional Approval: Date TH .... .... . ......... Z' k Curtis C E 128991 Huffman Septic Systyem/ Approved - Date ---- — --- ------- 04/06/26. . Aw F0 PROFEWqkk�: �C- IlZote- this approval does not include well requirements. permit (Rev 05/02M) FIRST WATER CONSULTING PID:015-272-55 PERMIT: OSP261011 SIEFKER #2 LOT A-5B 3030 Sues Way - Anchorage, Alaska 99516 Tel. 907-350-9566 FirstWaterAK@gmail.com SOILS LOG - PERCOLATION TEST LEGAL : SIEFKER #2 LOT A-5B PERFORMED BY: FWC - I CURTIS HUFFMAN CERTIFY THAT THIS TEST WAS PERFORMED IN ACCORDANCE WITH ALL STATE & MUNICIPAL GUIDELINES IN EFFECT ON THIS DATE: 3/25/2026 DEPTH FEET OG SOILS 1 ORG/OL – top 2’ 2 3 4 SM/ML 5 6 7 8 9 GW 10 11 12 13 14 15 BOH 16 17 18 19 20 Reading Date Gross Time Net Time Depth to Water Net Drop 02/13/26 2 min 6” 6” “ 6” 6” “ 6” 6” PERCOLATION RATE <1 (MIN / INCH) TEST RUN BETWEEN 6 & 7 FT PERC HOLE DIAMETER 6” PRE-SOAKED PRIOR TO TEST & ALL READINGS TO THE 1/16TH. GROUND WATER ENCOUNTERED: NO IF YES, AT WHAT DEPTH: NA DEPTH TO WATER AT MONITORING: DRY DATE: 3/24/2026 TESTHOLE # 26-1 DATE PERFORMED: 02/13/2026 SEE SITE PLAN FOR SLOPE & LOCATION COMMENTS: VERY RAPID PERCOLATING GRAVEL (GW) TYPE SOILS – NEED MOA SAND FILTER. VERIFY GROUNDWATER MT AT TIME OF CONSTRUCTION PERFORMED FOR: DSAA HOLDINGS LLC 03/25/26 KLATT ROAD Taylor L. Dosch No. 189892 R E GISTEREDPROFESSIO N A L L A N D S URVEYOR MUNICIPALITY OF ANCHORAGE On -Site Water & Wastewater Program PO Box 196650 4700 Elmore Road Anchorage, Alaska 99519-6650 Phone: (907) 343-7904 Fax: (907) 343-7997 http://www.muni.org/onsite On -Site Wastewater Disposal System Permit Permit Number: OSP261011 Work Type: Septic Upgrade Tax Code Number: 01527255000 Site Legal Address: SIEFKER #2 LT A-513 G:2635 Site Mailing Address: 3641 E KLATT RD, Anchorage Owner: DSAA HOLDINGS LLC Design Engineer: FIRST WATER CONSULTING This permit is for the construction of: Q Disposal Field ❑ Septic Tank ❑ Holding Tank ❑ Privy Effective Date: Expiration Date Lot Size in Sq Ft: Total Bedrooms: y �pl�I7i f tleI>artmew 2/10/2026 2/10/2027 48984 Non -Public ❑ Water Well ❑ Water Storage All construction shall be in accordance with: 1. The attached approved design. 2. All requirements specified in Anchorage Municipal code Chapters 15.55 and 15.65 and the State of Alaska Wastewater Disposal Regulations (18AAC72) and Drinking Water Regulations (18AAC80) 3. The wastewater code requires inspections during the installation. The engineer shall notify the Development Services Department per AMC 15.65. Coodinate with On -Site staff regarding preferred method. 4. From October 15 to April 15, a subsurface soil absorption system under construction during freezing weather shall be either: a. Opened and Closed on the same day, or b. Covered, sealed, and heated to prevent freezing Special Provisions: The engineer shall conduct a percolation test in the SM layer and excavate a test hole at the proposed disposal field location to verify separation to impermeable soil, seasonal high groundwater, and percolation rate. Construction may proceed at your own risk before completing the 7 -day groundwater monitoring. If results require design changes, work must stop until a change order is approved. Submit all test hole results with the inspection report or change order, as applicable. If no sand filter is proposed for GW receiving soil, a sieve analysis shall be completed prior to construction. Issued To: FIRST WATER CONSULTING Issued By: Isatou B Njie 5 Date: 2/10/2026 Date: 2/10/2026 MUNICIPALITY OF ANCHORAGE Development Services Department Phone: 907-343-7904 On -Site Water & Wastewater Section ON-SITE SEPTIC/WELL PERMIT APPLICATION Parcel I.D. 015-272-55 Property owner(s) DSAA HOLDINGS LLC Day phone Mailing address 3641 E KLATT ROAD ANCHORAGE, ALASKA 99516 Site address 3641 E KLATT ROAD ANCHORAGE, ALASKA 99516 Legal description SIEFKER #2 LOT A-513 Number of Bedrooms 5 Engineering Firm FIRST WATER CONSULTING Building Permit Number Not Applicable ❑N APPLICATION IS FOR: APPLICATION IS AN: (Z all that apply) Disposal Field FX1 Initial Septic Tank ❑ Upgrade Holding Tank ❑ Renewal Privy ❑ Well ❑ Water Storage ❑ THIS APPLICATION INCLUDES A WAIVER REQUEST FOR: Permit/Rush Fees:. Date of Payment: Permit No. z (0 May 2025 Waiver Fees: Date of Payment: Waiver No. Distance: 13030 Sues Way, Anchorage, AK 99516 907-350-9566 / firstwaterAK@gmail.com ! !! February 5, 2026 Municipalities of Anchorage On-Site Water & Wastewater Program 4700 Elmore Road Anchorage, AK 99507 RE: SEPTIC SYSTEM UPGRADE PERMIT LEGAL: SIEFKER #2 LOT A-5B The property owner has requested we obtain a permit to upgrade the failed septic field of the above referenced lot. We propose to install one shallow trench to serve the existing 5-bedroom residence with an office in the shop with no residential living area. The design is based on the 2000 test holes by Jeffrey A. Garness, PE in the MOA record file. No groundwater was observed at test hole excavation or monitoring. The integrity of the steel STEP tank will be verified at construction and if deemed necessary two 1000-gallon HDPE tanks with the baffle removed in the first tank & cleanouts between the two tanks will be installed. The second compartment of the second tank will consist of the lift station pump with dual outlets to the original and the new trench. The slopes are moderate at 0-5% at the proposed upgrade location. The lot and area are served by private water. The design will not impact any of the neighboring properties. Please contact us if you have any questions. Sincerely, Curtis Huffman, P.E. Municipality of Anchorage On-site Water and Wastewater REVIEWED FOR CODE COMPLIANCE OSP261011, Isatou Njie, 02/10/26 a First Water U L" T I N C 13030 Sues Way, Anchorage, AK 99516 907-350-9566 / firstwaterAK@gmail.com February 17, 2026 Municipalities of Anchorage On -Site Water & Wastewater Program 4700 Elmore Road Anchorage, AK 99507 RE: SEPTIC SYSTEM UPGRADE PERMIT OSP261011 LEGAL: SIEFKER #2 LOT A-513 The existing soils data was reverified with the attached recent test hole (TH26-1). Fast percolating GW soils were encountered that requires the absorption field to modified per the attached design. The total depths are per your / MOA direction — please see attached change order design. Ground water monitoring is ongoing, but there were no initial signs of groundwater and any if encountered will be noted on the inspection report or other required action taken as needed. This modified design will not impact any of the neighboring properties. Please contact us if you have any questions. Sincerely, &A6 L/%, - Curtis Huffman, P.E. �,.• i3O V tG.,�kS 11F. WAS ItwetfN �4 Frsl Waler CONSULTING %.. — 3030 Sues Way - Anchorage, Alaska 99516�•, • Curtis Huffman 4 �� F • CE 128991 Tel. 907-350-9566 FirstWaterAKggmail.com ��c�Jl�o�,02117/26SOILS ••.•�w � LEGAL :SEEKER #2 LOT A SBPERCOLATION TEST �t����������-••- DEPTH FEET OG SOILS PERFORMED FOR: DSAA HOLDINGS LLC ORG/OL —top 2' TESTHOLE # 26-1 DATE PERFORMED: 02/13/2026 1 2 3 4 5 SM/ML 6 GW 7 8 9 10 11 12 13 14 .... . BOH 15 16 17 18 19 20 GROUNDWATER ENCOUNTERED: NO IF YES, AT WHAT DEPTH: NA DEPTH TO WATER AT MONITORING: PENDING DATE: PENDING SEE SITE PLAN FOR SLOPE & LOCATION COMMENTS: VERY RAPID PERCOLATING GRAVEL (GW) TYPE SOILS — NEED MOA SAND FILTER. VERIFY GROUNDWATER MT AT TIME OF CONSTRUCTION Reading Date Gross Net Time Depth to Time Water Net Drop 02/13/26 2 min 6" 6" " 6" 6" " 6" 6" PERCOLATION RATE <1 (MIN / INCH) TEST RUN BETWEEN 6 & 7 FT PERC HOLE DIAMETER 6" PRE-SOAKED PRIOR TO TEST & ALL READINGS TO THE 1/16TH: PERFORMED BY: FWC - I CURTIS HUFFMAN CERTIFY THAT THIS TEST WAS PERFORMED IN ACCORDANCE WITH ALL STATE & MUNICIPAL GUIDELINES IN EFFECT ON THIS DATE: 2/16/2026 DESIGN CALCS: 5BR X 150 GPD = 750 GPD. 750 GPD/1.0 (GPD/S FILTER) = 750 SF SAS. 750 SF SAS / 5'W (NO RF) = 150 FT. TRENCH. USE 2 TRENCHES — 75'(L) X 5'(W) X 0.5'(ED). EXCAVATE INTO RECEIVING SOILS TO 9", ADD 2' MOA SAND FOLLOWED BY 0.5' ED W/ A TOTAL MAX DEPTH FROM EXISTING GRADE: -7'. 150 LF 1.25 PVC W/ J" HOLES AT 3.8' SPACING (20 HOLES PER LATERAL). IF TANK INTEGRITY COMPROMISED, INSTALL 2 1000—GAL HDPE TANKS W/ THE BAFFLE REMOVED IN THE FIRST TANK. SIEFKER #2 LOT A -5B PREPARED FOR: DSAA HOLDINGS LLC 3641 E KLATT ROAD ANCHORAGE, AK 99516 FIRST WATER CONSULTING KKATT READ SUPPORT,SERVICES: C 13030 SUES WAY ANCHORAGE, AK 99516 907-350-9566 FirstWaterAK®gm ail. com DATE: 2/16/2026 SURVEY: GASTALDI DRAWN: FWCS SCALE: 1" = 60' PAGE: 1 OF 2 NO SLOPES >25% WITHIN 50'OF PROPOSED FIELD. STAKE PROPERTY LINES, WELL RADII, ESMTS, OR OTHER SEPARATIONS... PRIOR TO CONST. LET A -5C SIEEKER #2 �srnw +av vcu n�nus - war/rw¢ aeaa m axsr. � DESIGN BASED FROM DIGITIZED ASB & MOA RECORD DOCUMENTS. Aw Ar OF * 9 TH* ,t rtis Huffman r�T CE 128991 44 F ' 02/16/26 \o �PEsstolz� .ri LET A-613LOT SIEEKER #2a NO WELLS WITHIN A -6A SIEEKER #2 'a Uww — te --� � mposmm 100' OF PROPOSED n . 0. frMl SEPTIC FIELD. m COW. 11\ K lwr = TVt L ❑ T p -M, A_5B I LET A -5A1 SIEEKER #2 „rm SHOP io-ss "J=Ics as noa, DRIVE rco ur I rr w W raerr «,co e w rim rrtv Mc a • .s.roa ,00 rt,i m� =rim" W RAOU9 - wtllr/s*Aa wwa m mirr. r�moK vow I I c mom. I z I I > 5 BR i Q I I I I � I �' DRIVE I I I ( • I I SIEFKER #2 LOT A -5B PREPARED FOR: DSAA HOLDINGS LLC 3641 E KLATT ROAD ANCHORAGE, AK 99516 FIRST WATER CONSULTING KKATT READ SUPPORT,SERVICES: C 13030 SUES WAY ANCHORAGE, AK 99516 907-350-9566 FirstWaterAK®gm ail. com DATE: 2/16/2026 SURVEY: GASTALDI DRAWN: FWCS SCALE: 1" = 60' PAGE: 1 OF 2 NO SLOPES >25% WITHIN 50'OF PROPOSED FIELD. STAKE PROPERTY LINES, WELL RADII, ESMTS, OR OTHER SEPARATIONS... PRIOR TO CONST. LET A -5C SIEEKER #2 �srnw +av vcu n�nus - war/rw¢ aeaa m axsr. � DESIGN BASED FROM DIGITIZED ASB & MOA RECORD DOCUMENTS. Aw Ar OF * 9 TH* ,t rtis Huffman r�T CE 128991 44 F ' 02/16/26 \o �PEsstolz� .ri C olf /t DESIGN DETAILS: VERIFY INTEGRITY OF EXISTING 2000 STEEL STEP. INSTALL TWO 75'L x 5'W x 0.5'ED TRENCHES -7' MAX FROM ORIGINAL GRADE w/ INSULATION & 2'+ OF COVER OR 3'+ OF COVER MAINTAINING 200' TO PUBLIC WELLS, 100' TO PRIVATE WELLS / SURFACE WATER, 10' TO LOT LINE --EXCAVATE INTO RECEIVING SOILS AT 9', ADD 2' MOA SAND FOLLOWED BY 0.5' ED AT 7'. INSTALL PER AMC 15.65, 15.55, & MASS... TANK BEDDING, SEPARATIONS, MATERIALS,... IF TANK INTEGRITY IS COMPROMISED, INSTALL 2 1000 -GAL HDPE TANKS W/ THE FIRST BAFFLE REMOVED FROM THE 1ST TANK & DCO BETWEEN. '_ 0-5% 10' UTILITY ESMT / PROPOSED \ STAKE ESMT & PL PRIOR TENCHES TO BE INSTALLED TH#2 \\ TO CONST. \ B B B MT MT -,�- B -BB L[I T A- 5 A I 2000 FIELD SIEF-KER #2 _ TH26-1 SHOP TH#1 0-5% CAR PORT DRIBS FCO MT MT \ MT MH \ CO \ / VERIFY INTEGRITY OF STEEL \ STEP & RECONNECT I APPROX 100' WELL TO NEW FIELD W/ DUAL APPROX RADIUS - VERIFY/STAKE INTERIOR DIVERTER. WATERLINETO PRIOR TO CONST. SHOP I 100' WELL I RADIUS STAKE I PRIOR TO CONST. SIEFKER #2 LOT A -5B SUPPORTOSERVICES: PREPARED FOR: ��`�� OF `q\, ��,� D64A ..�5rtis EHOLDINGSDTT ROAD ANCHORAGE, AK 99516 c `� TH.�(�. T l� Huffman / FIRST WATER CONSULTING DATE: 2/16/2026 SURVEY: GASTALDI wa c*s CE 128991 ,�`y A/ 13030 SUES WAY DRAWN: FWCS ' 02/16/26 /16/26nssioo' , ANCHORAGE, AK 99516 SCALE: 1" = 30' PAGE: 2 OF 2 ,�, \ '�``+ 907-350-9566 FirstWaterAK©gmail.com Municipality of Anchorage Page 1 of DEPARTMENT OF HEALTH AND HUMAN SERVICES ENVIRONMENTAL SERVICES DIVISION P,O. Box 196650 Anchorage, Alaska 99519-6650 Telephone: ,34.3-4744 On-Site Wastewater Disposal System and/or Well Inspection Report Permit Numben SW000014 PID Number:. 015--272--55 Name: TIM RUF Wastewater System: · New FI Upgrade 15250 EVERGREEN ST. ANCHORAGE, AK 99516 ABSORPTION FIELD (907) 545-8640 5 nDeep Trench I She/Iow Trench nBed 13Mound rlOther LEGAL DESCRIPTION '~ "~: '~ "'~ ~" ~ 1.2 ~o/s,. ,~ 5.4 - 6.3 A-SB - SIEFKER #2 3.2- 4.1 r~ 2.2 - - - 0.4'-1.5' ,~ 90 WELL: i New ~ Upgrade 5 ~ 1 PRIVATE 100 ~ 100 ~ 669 ~. ~ ~ o ~34/ F-810/ ~H HE~ DRILUNG 5/24/00 71 ~ ~ SPENDLOVE EXC. 8/9/00 - 10 ~J UNKNOWN ~ 2.25 ~ TANK SEPA~TION DISTANCES =s,p~ =.o,~; rmm Tank Reid Station Tank ~ ~. ANCHO~GE TANK 2000 Well 100'+ 100'+ 100'+ -- 25'+ ~: STEEL "~ ~ ~ 2 SuHoce Woter 100'+ 100'+ 100'+ - - LI~ STATION Une 5'+ 10'+ 5'+ -- - 2000~ ANCHO~GE TANK / ORENCO ~STEMS - 39" 39" 45' Dmln ' NONE[ KNO~ ~20 OSl 05 HHF M.O.A. Remork,: ~ ~KS % ~¢~ ~ BENCH MARK ~ ~ ar~ ~ ~-01. ~ ~ TOP OF MANHOLE LID. ,nsp~ons~do~by: A~C, INC. Dates:lst s/o/=ooo ~f.J-fa~ r,o/ ooo ..... ......... 4~ sl~si=ooo ~ '.. c~ ~ .: Depadment of Health and. Human Se~s approval ~?,~.......} ........ ...~ ~v~w~ a nd a..~v~ by: ,~ ~ .~. ~ D ~ re: ~- 17- ~ ~ P~RUff NUMBER: SWO00014 AS-BUILT DRAWING DRNNFIELD tt tt I I MT FC02 $.T.r P. TANK LOT A-SA1 S~[FKrr. R f2 ~ N~I:'M~ B~R~M HO~£ pARC~'L ID NUMBER: 015-272-55 A B ST1 67.5 104.1 ST2 71.2 115.2 MH 7,3.1 118.0 MT1 77.9 128.8 MT2 161.4 203.6 FC02 87.9 117.6 ? / ~2/~ M2ooo ALASIC6, ~,TER & WASTEWATER CONSULTANTS, INC., TIM RUF (907) 345-8640 SIEFKER SUBDIVISION #2; LOT A-SB DRAWN BY; K.D.W. $CAL~ 1" = 50' PAGE NUMI~ER: 20F3 AS-BUILT OF' SEPTIC SYSTEM AND NEW WELL LOCATION .~.~NOMBER: AS BUILT DRAWING .~,0 NU.B~: SWO00014 ~ O15-272-5.5 N~W 20~ ~bON ~2/~ W2ooo ~ ..... CONSULTANTS, INC. SIEFKER SUBDIVISION ~2; LOT A-SB AS-BUILT PROFILE OF SEPTIC SYSTEM RUF DRYi~A_L INC DRILLING AKULA OlllVi' )',NCHU~AGE, ~K 19~59(~39 P.01 ST6T[ O~ D~I)ARTM~T OK ~ TURAL R~SOuRE$ · Oc TOTI~_P.01 MUNICIPALITY OF ANCHORAGE Deparlment of Health end Human Services On-Site Services Program 825 L Street, Room 502 P.O. Box 196650, Anchorage, AK 99519-6650 (907) 343.4744 ON-SITE WASTEWATER DISPOSAl. SYSTEM I WATER SUPPLY PERMIT Initial Date Issued: Feb 10, 2000 Expiration Date: Feb 09, 2001 Permit Number: SW000014 Legal Description: SIEFKER #2 LT A-5B Design Engineer: 0041 AK Water & Wastewater Consultant Owner Name: Tim Ruf Owner Address: 15250 Evergreen St. Total Bedrooms: 5 Anchorage, AK 99516- Parcel ID: 015-272-55 Site Address: 003641 KLA'Fr RD Lot Size: 48984 SQ. FT. Permit Bedrooms: 5 This permit is for the construction of: [] Disposal Field [] Septic Tank [] Holding Tank [] Privy [] Private Well [] Water Storage Ail construction must be in accordance with: 1. The attached approved design. 2. All requirements specified in Anchorage Municipal Code Chapters 15.55 and 15.65 and the State of Alaska Wastewater Disposal Regulations ( 18AAC72 ) and Drinking Water Regulations ( 18AAC80 ). 3. The engineer must noti~ DHHS at least 2 hours prior to each inspection. Provide notification by calling (907) 343-4744 ( 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. Date: ~),,.-- //- ~--*')(~ NOTE: ~icatlon must be IIIl~d 0~1 ~ptetely MUNICIPALITY'OF- NCHORAGE Department of Health & Human Services On-Site ,~l~wer/Well Permit Application SINGLE FAMILY DWELLING Property Owner Name Mailing Address ~ ~'Z ~ o Legal Description Day Phone Zip Code Inspections will be conducted by: ~[Approved Engineering Firm [] Municipality (permit fee included) Does your house contain any of the following: [] Hot Tub [] Swimming Pool [] Therapy Pool [] Jacuzzi [] Water Softener Unit This application is for:. [] Sewer Only ,[~ Sewer and Well [] Sewer Upgrade [] Well Only [] 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 in accordance with applicable Municipal Codes. ¥'/o. Waiver Fees: 72-012 (Rev. 4~8)' Receipt # ~ Permit#. Receipt # Waiver ALASKA WATER & WASTEWATER CONSULTANTS, INC. February 2, 2000 Municipality of Anchorage Department ofHealth & Human Services Division of Environmental Services On-Site Services Section P.O. Box 196650 Anchorage, Alaska 99519-6650 Ref.' Well and Septic Design for Lot A-5B, Siefker #2 Subdivision To whom it may concern: The proposed 5 bedroom house will be served by a private well and septic system. Test holes were excavated on the property. The proposed septic system will be designed around the 30 foot radii of test hole #1 and #2. We are proposing that a 1500 gallon septic tank and a five foot wide drainfield be installed. Comments regarding the proposed design are summarized as follows: 1. SOILS: Attached are logs which shows the soil classifications, groundwater monitoring, and the percolation test results. The soils below the organic layers are a material (primarily SW/GW soils) to a depth of 8.$ feet in TH#1. The soils below the organic layers in TH#2 are a material (primarily SM and GW soils) to a depth of 4 feet and 12.5 feet respectively. Both holes were dug to a depth of 15 feet. No groundwater was encountered during the excavation of the test holes. A percolation test for TH#1 was performed betxveen the depth of 6.5 feet to 7 feet which had a percolation rate of<l minute/inch. A percolation test for TH#2 was performed between the depth of 6.5 feet to 7 feet which had a percolation rate of<l minute/inch. It is our opinion that due to the overall appearance of the soils, a application rate of 1.2 gallons/day/ft2 should be used. 2. TRENCtl DESIGN: a. Percolation Rate: <1 minutes/inch b. C. d. De. sign Flow: 750 gallons per day e. Minimum Absorption Area: 625 ft2 f. Total Depth: 6 feet (max.) g. Effective Depth: 2 feet Allowable Application Rate: 1.2 gallons/day/ft2 Number of Bedrooms: 5 h. Width: 5 feet i. Reduction Factor: 0.7 i. Minim. um Length: 90 feet long j Effective absorption area-- 643 6901 Debarr Road, Suite 2B ~ Anchorage, AK 99504 ~ Ph: (907)337-6179 ~ Fax: (907)338-3246 3. SURFACE WATERS: There are no surface waters within 100 feet of the proposed upgrade. 4. TOPOGRAPIIY: As can be seen on the attached topography site plan, the average slope of this lot is less than 5 percent running from east to west; in short, there are no slope concerns. The trench is to be installed parallel to slope contours. I am unaware of any adverse impacts this installation would have on adjacent wells or septic systems. If you have any questions, please contact me at 337-6179, or 244-9612. Thank you for your assistan~ Pre~deht~J NOTE: Attached is a site plan drawing, a design drawing, a topography site plan, 2 soils logs, and a 7 page construction specification letter which are all part of the design package for this septic system. 6901 Debarr Road, Suite 2B ~ Anchorage, AK 99504 - Ph: (907)337-6179 ~ Fax: (907)338-3246 \ I / ~1 / \ ~ I / II \ I II f'""~', \ I II I~ \ I II ~ P~S~ S~C , r~--~-~--~-- ~R~ II I I~ I I~PROPOS[D ~B s~ ~ ii il I~~ SHOP ~ / ~ ~ / I I - ~---~ z *~ ~~ ........ ~ / / ~AS~ WA~R ~ WAS~WA~R CONS~T~S, ~C. 6901 D~R R~, SU~ 2B, ~C~ ~, 99504 SIEFKER SUBDIVISION ~2; LOT A-SB ~" PR~ FOR: PHO"E NUMBS: TIM RUt (907) ~45-8640/727-4256 ~,, ~-7953 ,,.,* ~TC2.2.2000// O~WN ~: s~ P~ K.D.W. 1 = 100' 1 of 2 J I "x. I I /--PROPOSr. O O~NnE'..O. I~CAV^T~ A Tr~m / THAT IS 5 IrEET WlOE ~Y 90 FEET LONG ..... I TO ALL SLOPE OONTOURS. '~. '~ NORTH AND WEST LOT UNES I I I I SHALL BE FLAGGED BY A I I I I R£GISTERF..D LAND SURV~rOR. I I I I II I ~_ / [[ II i / II re. Il '~ " "'" '~ /-~o~,~ ~:.'...... - ¥c..:..x / \ ¢¥~ 'X: .;o.~\ J LOT / LOT A-SA1 INSTALL,,.-~..~ C,CR'''~ ~PROPOSED 1500 ~: · :'~ SIFTER 12 $11~"KER J2 FOUNDA~0N ~ J GALLO~I-~I~'T]¢ X, *. -~x- ~b_.,~_, .:. \ I / \ ', ,. \ / ~ B~rO0~ HoUsE · / :;:....':- . ,,o, ~ ~ i \ .:%:...... x I' : .:~,~ o:~ ~ 1- .... x~ ..L. --' ~ KLA'FF/ ROAD \ / / ',, / / ALASKA WATER AND WASTEWATER CONSULTANTS, INC. ,:.~'~"~'~%'~%~'~'0F A~.q e~oar. (go?) aa?-61?g/F*X: (g0?) a~6-3:45 _~',~;;~¢' t/[,t ! SIEFKER SUBDIVISION ~2; LOT A-SB v,:; rr~tt. '-~//~ ........ .c. ~¢./~ ........... DESIGN 0F SEPTIC: SYSTEM ~ .''m'~'~'.l; ...... _'"~r.... · ,^ *.ue~tre: , ~. G~me$$: Tim rut (907) ~45-86401727-425S I]~,1,,'..... ..... ~*tE:2/2/2000 DR~WN 13Y: .T~ALE: PAGE: .~ ·O, OX ~.o.w. ~: ~o' ~ or ~ ALASKA WATER & WASTEW.A~ CONSULTANTS. INC. 690t OEB~R ROAD. SUITE 2B ANCHORAGE, AK. 99504 · m SOIL LOG PERCO~TION TEST I LEGAL DESCRIPTION: SI[~ER SUBD~SION ~2; LOT A-SB ~~' PERFORMED FOR:. ~ RUF.... DATE PERFORUED: 11/5/9~ I'TEST HOLE ~ J"l' ORe,CS (SO~H HO~)  GW ~ ORG GP ML GM CL GC OL SW MH ~ SP CH ,~ SM OH SC SITE PLAN · _- OCr +TH~2 TEST HOLE / LOCAllON$ AR~ APPROXIMATE I ~THj~I / / / ! ¸ I I N sw/¢w DEPTH TO DATE GROUNDWATER DRY 11/S/~9 DRY 11/16/99 DATE READING CLOCK NET TIME WATER LEVEL NET DROP TIME (MINUTES) READING (INCHES) ML- DRY AND EASILY FRIABLE PERCOLATION RATE <1 (MIN./INCH) PERC. HOLE DIA. 6 (INCHES) TEST RUN BETWEEN 6.5 FT. AND 7.0 FT. COHMENTS: PERFORMED BY ALASKA WATER & WASTEWATER, I, JEFFREY ~ GARNESS, CERTIFY THAT THIS WAS PERFO~MF_~_IN ACCORDANCE WITH ALL STATE AND MUNICIPAL GUIDEUNES IN EFFECT ON DATE~' /~ II1 I"'f"l 6901 DEBARR ROAD, SUITE 28 * ~CHORAG£, AK. 99504. PHON~' (907) 337-6179 · FAX (907) 3~-~246 , LEGAL DESCRIPTION: S~E~ER SUBDMSION ~2; LOT A-SB " PERFORUED FOR: ~M RUF ~...~ DATE PERFORMED: 11/6/99 TEST HOLE ' : I ~ GW ..... ORG I 3 SM ~ GP HL .................... 4 q-~,~ GC OL LOtiONS 6 '. ~:~,~ SC 7~ ~ DEPTH TO · .~;<~,'; GROUNDWATER DATE 11~:F~ DATE READING CLOCK NETTIHE WATERLEVEL NETDROP ,~e~,~ TIHE (HINUTES) RE. lNG (INCHES) ML - D~ 14 PERCO~TION ~TE <1 .(HIN./INCH) PERC. HOLE DIA. 6 (INCHES) TEST R~ BETWEEN 6.5 FT. ~D 7.0 FT. COHHENTS: PERFORMED BY A~ WATER & W~ATER. I, JEF~ A. GARNESS, CERTI~ ~T ~IS W~ PERF~R~D~ IN ACCORDANCE WffH ~ ~ATE ~D MUNICIP~ GUIDEUNES IN EF~CT ON DATEr DEPTH TO GROUNDWATER DATE DRY 11/6/99 DRY 11/16/99 R&M CONSULTANTS. INC. e.e u.er 01101. Ave. Dow July 8, 1976 Mrs. R. P. Fortin Box 1742 Anchorage, alaska 99507 eeev 0wewow0a e, �w.ue0e w.w w+•0+ •0402 - "X. eeeee20o I�J Rr&M�No. 6/ 56263 RE: Test Hole and Soil Log Report for nitar stem Lots A -5B and A5C1Siefker Subdivision Anchorage, Ak l• Dear Mrs. Fortin: . We are submitting herewith the test boring results and our comments regarding soil conditions encountered at the subject site. This investigation was performed in accordance with your request of June 29, 1976 and those procedures outlined in a letter dated July 15, 1975, by Mr. Rolf Strickland of the Greater Anchorage Area Borough Department of Environmental Quality. A single test hole was put down within lots A -5B and A -5C for the purpose of defining general subsurface soil conditions for -the proposed sanitary system. Excavation was accomplished with an auger_lype drilling rig and the Test Holes 1 and 2 were extended to a total -depth of­'20'feet below ground surface. The final logs prepared for the test holes have been included in Drawing A-02. The approximate location of the test holes is shown in Drawing A-01. Ground water was not encountered in either test hole while drilling. A percolation test was performed for Test Hole 2 and the results are included herein. N_percolation-test-was-performed for Tes_�iole�. We appreciate being given this opportunity to be of service to you. Should you have any questions with regard to the above, please do not hesitate to contact us. Very truly yours, R & M CONSULTANTS, INC. James W. Rooney Vice President 61.P4 JWR/ddp xc: GAAB ANCHORAGE FAIRBANKS JUNEAU Tf[ 1 6-29-76 ORGANIC MATERIAL TIS 2 0.0' 6-29-76 1.5' SILT W/TRACE SAND -------- 4.0' SILT W/TRACE SAND AND GRAVEL SILT ----------- 14.0' GRAVELLY SILT 20.0'TD No Water Table This Log Represents the Soil Conditions within Lot A -5B of Siefker Subdivision Anchorage, Alaska 0.0' ORGANIC MATERIAL 1.5' GRAVELLY SAND W/SOmz SILT --------- 6.0' SAND W/TRACE SILT AND GRAVEL ------ 8.0' GRAVELLY SAND TO SANDY GRAVEL TRACE SILT ---------^— 11.5' SILT W/TRACE SAND 1 ------------ 18.5'. GRAVELLY SILT 20.0' TD No Water Table - This Log Represents the Soil Conditions within Lot A -5C of Siefker Subdivision Anchorage, Alaska O:VN�YG.91, i 1 F.B. II�1 nn Log of Test Hole _`DWM i1 RSM CN9ULTAT9IC �-)rt . 7-12-76 ua!0' � I . CNN9 Anchcr_g�, '.laaka PRO -'-MC .556263 i SCALE: I"=3' CwG.NO. A-©2 60 Minutes DROP PERCOLATION TEST INCHES R.P. FORTIN 0 R & M NO. 656263. 0 ELAPSED TIN'. TIN? 1:00 0 1:01 1 1:02 1 1:03 1 1:04 1 1:05 1 1:06 1 1:07 1 1:08 1 1:09 1 1:10 1 1:15 5 1:20 5 1:25 5 -4:30 —5 1:40 10 1:50 10 2:00 10 60 Minutes DROP INCHES 0 0 1 2 0 1 1 0.5 0.5 1 1 3 2 1.5 1.5- Io 2.5 2 2 24.5" Total Drop Test Hole R2 Lot A -SC . Sie'ker Subdivision• Anchorage, Alaska JEFOME STREET O u Location Diagram GiSMcCNSULTANTS.INM R.P. For; -in aa�,;i0 6j6253 -12-70 Mc::ora4'. Alaska lC'.YG.NO. r _ x=0] SCALE : MUNICIPALITY OF ANCHORAGE Development Services Department Phone: (907)343-7904 On -Site Water & Wastewater Section Fax: (907)343-7997 Certificate of On -Site Systems Approval OSC261041 Parcel ID 015 -272-55 Expiration Date: Legal description SIEFKER #2 LT A-513 Site address 3641 E KLATT RD Current property owner(s) DSAA HOLDINGS LLC 1/30/2027 X The On-site system(s) is/are approved for 5 bedrooms Conditional approval for bedrooms, with the following stipulations: Comments or conditions: No comments Original Certificate Date: 4/6/2026 This Certificate of On -Site Systems Approval (COSA) is intended to demonstrate the subject system(s) is/are in substantial compliance with municipal code. The Municipality of Anchorage, development Service Department (DSD) issues COSAs based upon representations provided by an independent professional engineer. The Municipality of Anchorage is not responsible for errors or omissions in the professional engineer's submittal. ATTACHMENTS: COSA Checklist X Well Flow Advisory Absorption Field Advisory Nitrate Advisory Tank Age Advisory Arsenic Advisory Other MUNICIPALITY OF ANCHORAGE Development Services Department Phone: 907-343-7904 On -Site Water & Wastewater Section Fax: 907-343-7997 Certificate of On -Site Systems Approval Application 1. GENERAL INFORMATION Parcel I.D. 015-272-55 Complete legal description SIEFKER #2 LOT A-513 Location (site address) 3641 E KLATT ROAD, ANCHORAGE, AK 99516 Current property owner(s) DSAA HOLDINGS LLC Day phone 2. ON-SITE SYSTEMS SIZED FOR 5 BEDROOMS 3. TYPE OF WATER SUPPLY: RN Private Well serving # 1 dwelling units ❑ Other Non-public well as regulated by MOA R Water Storage R Community Well or Public 4. TYPE OF WASTEWATER DISPOSAL: r0_1 Private Septic n Private Septic serving 2 dwelling units n Holding Tank n Community Septic or Public Sewer 5. SEPTIC TANK: X Steel R Plastic F-1 Concrete R Fiberglass Age 26 _ See advisory if steel or fiberglass older than 20 years 6. ABSORPTION FIELD: [:] AWWTS R Bed E] Deep Trench � Wide Trench El Seepage Pit Waiver request for: Expedited review requested: R Distance: By applying for this entitlement, this property is subject to inspection by municipal On-site staff to verify the accuracy of the information provided. COSA Fee $ Date of Payment z- COSA # 0 E C✓ Waiver Fee $ Date of Payment Waiver # COSA Application—Apr2025.doc COSA Checklist.docx COSA Checklist Legal Description: SIEFKER #2 LOT A-5B Parcel ID: 015-272-55 If more than 1 well and/or septic system on lot, provide separate checklist. Structure served by this system ____ A. WELL DATA Well log is filed with Onsite (or attached) Date drilled 3/24/2000 Total depth 100 ft Cased to 100 ft Sanitary seal is functioning correctly Wires are properly protected Casing height (above ground) 18 in. Date of flow test for COSA 2/2/26 Static water level at beginning of test 93 ft. Well production at time of test 4+ gpm Water storage tank volume None gallons Well disinfected for coliform test? Yes No Coliform bacteria is Negative Nitrate mg/L Nitrate less than MRL (ND) Arsenic ug/L Arsenic less than MRL (ND) Collected by Date 1/30/26 Comments _New sanitary seal and conduit B. TANK DATA Measured operating fluid level in septic tank NA Date of pumping NA – NEW 2 TANKS Required maintenance completed, if AWWTS Comments: C. LIFT STATION Required maintenance completed Age of lift station NA - NEW years Lift station material HDPE STEP Comments: D. DISPOSAL FIELD DATA – NEW FIELD PENDING Which system tested (date installed) NA - NEW ALL standpipes present per record drawing Total measured depth from grade 6.2 ft (max) Measured depth to pipe invert from grade ft (min) N/A – pressurized field. Per record drawings, field is insulated. Monitor tubes go to bottom of effective. If not, state depth into effective Presoaked required if (Required if house vacant or field not used for more than 30 days prior to date of test) Gallons introduced gallons date Any rejuvenation treatment (past 12 months) N If yes, enter date Adequacy test date NA - NEW Results Pass Fluid depth prior to test in Water added gal New fluid depth in Elapsed time min Final fluid depth in Absorption rate gpd FIELD STATUS – POST RECOVERY – NA NEW Effective depth (per record drawings) 6 in Effective depth used 0 in Effective depth remaining 6 in Comments/Deficiencies: COSA Checklist.docx E. SEPARATION DISTANCES From Well on Lot to: (Please enter distances if less than required) Septic Tank/Lift Station on Lot > 100’ Yes if No ft Neighboring Tank > 100’ Yes if No ft Disposal Field on Lot > 100’ Yes if No ft Neighboring Disposal Fields > 100’ Yes if No ft Sewer Line/Main > 100’ Yes if No ft Sewer Manhole/Cleanout > 100’ Yes if No ft Sewer Service/Septic Line > 25’ Yes if No ft Holding Tank > 100’ Yes if No ft Animal Containment > 50’ Yes if No ft Manure/Animal Excreta Storage > 100’ Yes if No ft N/A – Served by Community Well (not on lot) or Public Water From Septic/Holding Tank and Disposal Field(s) on Lot to: (Please enter distances if less than required) Tank to Foundation > 10’ Yes if No ft Field to Foundation > 10’ Yes if No ft Tank to Property Line > 5’ Yes if No ft Field to Property Line > 10’ Yes if No ft Water Main/Service Line > 10’ Yes if No ft Surface Water > 100’ Yes if No ft Wells on Adjacent Lots: Wells > 100’ Yes if No ft Community Wells > 200’ Yes if No ft If tank or field is under driveway comment below F. ENGINEER’S COMMENTS G. CERTIFICATION & 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, indicates that the on-site water supply and/or wastewater disposal system appears to comply with applicable Municipal and State codes, ordinances, and regulations in effect at the time of installation, unless noted otherwise. Name of Firm FIRST WATER CONSULTING Phone 907-350-9566 Engineer’s Printed Name CURTIS HUFFMAN, PE Date 04/06/2026 Comments: This investigation was completed in compliance with MOA guidelines, regulations, and best industry practices / methods. The assessment of the condition of the well and septic applies only to the conditions as of the day tested. The flow and absorption rates may change due to subsurface conditions that may not be observed from the surface, changes in land use, local soil characteristics, groundwater levels that may fluctuate during the year, quality of construction (workmanship & materials), the water usage of the family being served by the system and maintenance. The operational life of all well and septic systems are subject to these various and dynamic characteristics and are outside the control of the evaluator of the well and septic system. Therefore, any or NO estimate of how long a system will function satisfactory for current or future occupants or guarantee that no unseen encroachments, deficiencies or discrepancies exist can be given by First Water Consulting & 04/06/26 KLATT ROAD Taylor L. Dosch No. 189892 R E GISTEREDPROFESS IO N A L L A N D S U R VEYOR Municipality of Anchorage Development Services Department Building Safety Division Onsite Water & Wastewater Program 4700 Bragaw Street ) /) P.O. Box 196650 Anchorage, AK 99519650 www.muni.org/onsfte (907)343-7904 CERTIFICATE OF ON-SITE SYSTEMS APPROVAL FOR A SINGLE FAMILY DWELLING Parcel I.D. COSA# (IPM 1. GENERAL INFORMATION Expiration Date: Cl — a I ` (9 C Complete legal description SIEFKER SUBDMSION #2: LOT A-56 Location (site address) 3641 E. KIATT RD. • ANCHORAGE. AK 99156-2104 Current Property owner(s) TIM RUF Day phone C/O AGENT `n51& Mailing address _3641 E. KLATT RD. • ANCHORAGE. AK 99+56-2104 Lending agency Mailing address Real Estate Agent Mailing address Day phone 244-3504 3801 CENTERPOINT DR. X7200 • ANCHORAGE. AK 99503 Unless otherwise requested, COSA will be held by DSD for pickup. 2. NUMBER OF BEDROOMS: 5 3. TYPE OF WATER SUPPLY: TYPE OF WASTEWATER DISPOSAL: Individual Well 0 Individual On-site 0 Individual Water Storage ❑ Individual Holding tank ❑ Community Class Well ❑ Community On-site ❑ Public Water System ❑ Public Sewer ❑ The Municipality of Anchorage Development Services Department (DSD) Issues Certificates of On -Site Systems Approval (COSA) based only upon the representations given in paragraph 4 by an Independent professional civil engineer registered in the State of Alaska. Certificates of On -Site Systems Approval are required for the transfer of title (except between spouses) for properties served by a single-family on-site wastewater disposal and/or water supply system. DSD also Issues COSAs upon request to homeowners. Certificates of On -Site Systems Approval are valid for 90 days from the date of Issue for properties served by a private or Class C well and may be reissued with new water samples. (Certificates may be reissued for a period of up to one year with valid water samples.) Certificates are valid for one year for properties served by Class A or B wells or a public water system. The Municipality of Anchorage is not responsible for errors or omissions In the professional engineers work. 4. STATEMENT OF INSPECTION BY ENGINEER As certified by my seal affixed hereto and as of the validation date shown below, I verify that my investigation, based on procedures outlined in the Certificate of On -Site Systems Approval Guidelines for this application, shows that the on-site water supply and/or wastewater disposal system is (are) safe, functional and adequate for the number of bedrooms and type of structure indicated herein. I further verify that based on the information obtained from the Municipality of Anchorage files and from my Investigation and inspection, the on-site ivater supply and/or wastewater disposal system is(are) in compliance with all applicable Municipal and State codes, ordinances, and regulations in effect at the time of installation. Name of Firm GARNESS ENGINEERING GROUP, Ltd. Address 3701 E. TUDOR ROAD, SUITE 101 • ANCHORAGE, AK 99507 Engineer's Printed Name JEFFREY A. GARNESS, P.E. Engineer's Comments: In conducting this evaluation, GEG, LID. attempted to provide a thorough, conscientious engineering analysis of the system In accordance with ADEC and MOA DSD Guidelines B Regulations. The reported results described the performance of the system under the conditions encountered at the time of the test, and separation distances measured to readily Identifiable features. The operational Ale of all wells and septic systems depend on the local soils condition, groundwater levels that may fluctuate during the year, and the water usage of the family being served by the system. These conditions are outside the control of the evaluator of the system. Satisfactory test results do not guarantee future performance of the system, nor do they guarantee that there are no hidden defects or encroachments. GEG, LTD. can therefore not provide any warranty or future estimate of how long the system will continue to meet the operational requirements of the ADEC or MOA DSD. The content of this report is far the sole benefit of the owner listed above. Any reliance upon or use of this report by any other person or party Is not authorized, nor will it confer any legal right whatsoever. 5. DSD SIGNATURE r Approved for bedrooms. Disapproved. Phone 337-6179 Date 6 Int o6 Conditional approval for bedrooms, with the flowing stipulations: Attachments: COSA Checklist Septic System Advisory Well Flow Advisory Nitrate Advisory Arsenic Advisory Maintenance Agreements Supplemental Engineers Reort Other WATER AND ; m: PRO�: By: Original Certificate Date: G '.� " O rw.. ,,.x, Municipality of Anchorage Development Services Department �J With g Safety Division On -Site Water 6 Wastewater Program 4700 Bragaw Street P.O. Box 196650 Anchorage, AK 9951041= www.muni.orglonsfte (907) 3437904 CERTIFICATE OF ON-SITE SYSTEMS APPROVAL CHECKLIST Legal Description: ' SIEFKER /2 S/D. LOT A-58 Panel to. 0 15'- 2 7,2 -S5- A- SS A. WELL DATA Web type MAIE if A. B, or C provide PWSID# N/A Well Log (Y/N) `ES Data completed 3/24/2000 Sanitary seal (YM) —YES Wires property protected (Y/N) 'IES Totai depth 100 ft. Cased to 100 ft. Casing height (above ground) 18+ in. FROM WELL LOG AT INSPECTION Date of test 3/24/2000 6/7/2006 Static water level 71 ft.. 76 ft. Well production 10 g,p.m. 5.1 G.P.M. WATER SAMPLE RESULTS: 11 Coliform _0— colonies/100 mi. Nitrate 42AL nvA. Other bacteria colonies/100 rnl. Arsenic: . Q_ugJL. Date of sample: 6/7/2006 Collected by: GEG. Ltd. B. SEPTIC(HOLDING TANK DATA Tank Type/Material STEEL Date Installed 8/9-10/2000 Tank size 2000 gel. Number of Compaitmetrts 2 Cleanouts (Y/N) YES Foundation cleanout (YIN) YES Depression over tank (Y/N) NO High water alar (YM) YES Date of pumping 6/7/2006 Pumper McDONALWS PUMPING C. ABSORPTION FIELD DATA Date installed e/9-10/2000 Sob rating (..dJft fIjbdnn) 1_2 System type SR41M TRENCH Length _10.& Width 5 ft. Gravel below pipe 2.2 ft. Total depth 6-6 ^5 ft. Eft. absorption area 669 fe Mon<toring tube YES Depression over field NO Date of adequacy test 6/7/2006 Results (Pass/Fap) PASS For S bedrooms Fluid depth In absorption field before test DRY/D in. Water added7_/0 gal. New depth 3/1 In. Elapsed Time: 15 min. Filial fluid depth Q-5/nffiIn. Absorption rate >= 750 g p d. Any rejuvenation treatment (past 12 mo.) (Y/N 3 type) NONE KNOWN 0 yea, give date - D. UFT STATION Date installed _ 8/9/2000 Size in gallons 2000 Manhole/Acoess (Y/N)yM "Pump on" level at 39 n. "Pump otr level at -Ic.Jn. High water alarm level at 45 In. Datum BOTTOM OF TANK Cycles tested 3 Meets alarrn & circuit requirements? YES E. SEPARATION DISTANCES SEPARATION DISTANCES FROM WELL ON LOT TO: Septic tankAift station an lot 100'+ On adjacent kits 1008+ Absorption field on lot 1000+ Public sewer main N/A On adjacent lots 100'+ Public sewer manhole/deanout N/A Sewer /septic service line 25'+ Holding tank N/A Animal containment areas 50'+ Manure/animal excrete storage areas 100'+ SEPARATION DISTANCES FROM SEPTIC/HOLDING TANK ON LOT TO: Building foundation 5'+ Property Ane 5'+ Absorption Held 50+ Water main N/A Water service line 10'+ Surface water 100'+ Wells on adjacent lots 100'+ SEPARATION DISTANCE FROM ABSORPTION FIELD ON LOT TO: Property line 10'+ Building foundation 10'+ Water main N/A Water service line 10'+ Surface water 100'+ Driveway, parkinghrehide storage 10'+ Curtain drain NONE KNOWN Wells on adjacent lots '+_ F. COMMENTS 0. ENGINEER'S CERTIFICATION i certify that I have determined through Qeld /espedlorrs and V., , ` r review, of Municipal recuds that the above Systems are In ........ conformance with MOA COSH guidelines in eBed on this date. y Engineers Printed/ Name JEFFREY A CARNESS 79 as Date 6�19leb� 0 6 /.9 .ob.•�v COSA Fee& 930 Date of Payment tolkk Receipt Number (Wv. 11/05) Waiver Fee E Date of Payment Receipt Number EZ 10' UIILITY LAJLMCNI Z Z C MNK bb -137 SIEFKER SUED., NO. 2 LOT A -5B 48,986 S.F. (REC) 48,962 S.F. (MEAS) N 89059'12"E 165.00'(REC) S 89058'24"E 165.08' (MEAS) EXISTING SHOP GRAVEL DRIVE (SEE DETAL) SE I HEREBY CERTIFY THAT I HAVE SURVEYED THE PROPERTY DEPICTED ABOVE AND THAT NO CL' VENTS ENCROACHMENTS EXIST EXCEPT AS INDICATED. JEFF A. GASTALDI, R.L.S. ' 4726 WEST 88TH AVENUE O n ANCHORAGE, ALASKA 99502 COVENANTS OR RESTRICTIONS WHICH DO NOT t0 co APPEAR ON THE RECORDED SUBDIVISION PLAT. t0 tD LOT A-58 DATE N N 11/15/2000 ESTABLISHING BOUNDARY OR FENCE LINES. 33 ANCHORAGE RECORDING DISTRICT. ALASKA o :- F.B. O N 99-14 SSB NOTE: NO CORNERS SET THIS DATE. O O O O O O Z Z EXISTING BUILDING 2e•e (SEE DETAL) GRAVEL DRIVE W +� nl W HELL 10' UTIL ESMT. N 89058'30"E 165.00'(REC & HELD) M M KLATT ROAD 1114 iM10 BUILDING DETAIL SCALE: 1"-20' `' Iror cn nu s5 y b,s 137 .vm bi nm FINAL STRUCTURE AS-HUILT AS -BU I LT I HEREBY CERTIFY THAT I HAVE SURVEYED THE PROPERTY DEPICTED ABOVE AND THAT NO GASTALDI LAND SURVEYING ENCROACHMENTS EXIST EXCEPT AS INDICATED. JEFF A. GASTALDI, R.L.S. R IS THE RESPONSIBILITY OF THE OWNER TO 4726 WEST 88TH AVENUE DETERMINE THE EXISTENCE OF ANY EASEMENTS, ANCHORAGE, ALASKA 99502 COVENANTS OR RESTRICTIONS WHICH DO NOT PHONE 248-5454 APPEAR ON THE RECORDED SUBDIVISION PLAT. UNDER NO CIRCUMSTANCES SHOULD ANY DATA HEREON BE USED FOR CONSTRUCTION OR FOR GRID DATE 2635 11/15/2000 ESTABLISHING BOUNDARY OR FENCE LINES. ANCHORAGE RECORDING DISTRICT. ALASKA F.B. JOB N0. 99-14 SSB NOTE: NO CORNERS SET THIS DATE. 1 11=50' SHOP DETAIL SCALE: 1"-20' CANT (ARONT KLOW ��•�rli�p r P'CF ..OF ...A4 �::..49Iti........: *.: .. ... ........a Jeffery A. Gostaid, l o` AN AVLS -6091 �; Jia •�o'p'•..•.... )2 4f#` �0ttls sionol Vol,