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HomeMy WebLinkAboutKIEFFER BLK 3 LT 1BOnsite File Kieffer Block 3 Lot 1B #009-265-03 Municipality of Anchorage On -Site Water and Wastewater Program • (907) 343-7904 Page 1 of 3 ON-SITE WASTEWATER INSPECTION REPORT Permit Number: OSP191098 PID Number: 009-265-03 Dwelling: ❑■ Single Family (SF) ❑ Duplex (D) ❑ Multiple (SF and/or D) Project: ❑� New ❑ Upgrade Name: John & Margaret Wolfe ABSORPTION FIELD ❑ Deep Trench❑ Shallow Trench ❑ Bed ❑ Mound Address P.O. Box 101572 Anchorage, AK 99510 ❑ Other Phone Number of Bedrooms Soil Rating Total depth from original grade 272-7698 3 0.8 GPD/SF 7.3 Ft. LEGAL DESCRIPTION Depth to pipe invert from original grade 3.3 Ft. Gravel depth beneath pipe 4.0 Ft. Subdivision Block Lot Kieffer 3 1 B Fill added above original grade 1.2 Ft. Gravel length 60 Ft. Township Range Section Gravel width 5.0 Ft. Beds: Number of Lines Distance between lines Ft. SEPARATION DISTANCES To Septic Absorption Lift Station Holding Sewer Total absorption area Number of trenches Dist. between trenches From Tank Field Tank Line 600 Ft2 1 Ft. Well >100' >100' N/A N/A >25' TANK � Septic ❑ S.T.E.P. ❑ Holding ❑ Other Manufacturer Greer Capacity 11,000 Gal. Surface Water >100' >100' N/A N/A Material Number of compartments Lot Line >5' >10' N/A N/A Plastic 2 NA Foundation >10' >10' N/A N/A LIFT STATION Manufacturer Capacity Curtain Drain None I Noted Gal. Remarks Pump on level at in. Pump off level at in. High water alarm at in. Pump make and model Electrical Inspections performed by PIPE MATERIAL House to tank D3034 Tank to drainfield D3034 Installer Eagle Glacier Excavating Drainfield D3034 CO/MT Inspector J. Millette / L. Tidwell . BENCH MARK (Assumed elevation) 100 ft Inspection 15 5/8/19 5/8/19 Location and description 2�d 3 r 4th SW property corner monument. COMMUNITY DEVELOPMENT DEPARTMENT APPROVAL Engineer's Stamp to Conditional Approval: DateAll ............... :qS®��� • 49th �®® � .ria usaaq ua. a auaa. .m e.ievuar �avvn..s....navvq..u.vv u..... .......... MICHAEL E. ANDERSON p• �v� No. CE -4381 T� °'•.e .........../1/18 inspection Kepori_y--i-it.aoc // // // // // // // // // // // // // // // // // // // // // // // // // // // // // // // // 1 7 0 . 0 1 8 0 . 0 190.0 162.0 1 6 4 . 0 1 6 6 . 0 1 6 8 . 0172.0 1 7 4 . 0 176.0178.01 8 2 . 0 1 8 4 . 0 186.0 188.0 192.0194.0ALTERNATE SITEFCO60' LONG x 5' WIDE x 4'EFFECTIVE DEPTHABSORPTION TRENCHTHAPERMIT # OSP191098PID # 009-265-03KEIFFER, BLOCK 3, LOT 1BABFCO17.3SV116.9SV219.1AB2CO24.0MT125.6MT251.7CO125.320.729.934.441.161.446.861.31"=50'FEET0501001,000 GALLONPLASTIC SEPTICTANKSLOPES > 25%SLOPES > 46%LUPINE PLACE10' UTILITY AND T&E EASEMENTPAVING10' x 195' GAS EASEMENT10' T&E EASEMENT10' T&E EASEMENT (MISC BK 69, PG 194)10' UTILITY AND T&E EASEMENT EXISTINGWELLCO - CLEANOUT2CO - DOUBLE CLEANOUTFCO - FOUNDATION CLEANOUTMT - MONITORING TUBESV - SEPTIC VENTTH - TEST HOLELEGEND11/1/19THBTHREEBEDROOMHOME2COSV1SV2CO2MT2CO1MT1PUBLIC WATER & SEWERPUBLIC WATER & SEWERPUBLIC WATER & SEWERPUBLIC WATER & SEWERPLAN AS-BUILTCO252.145.8 KEIFFER, BLOCK 3, LOT 1 B PERMIT # OSP191098 98.2 m PID # 009-265-03 Jam. J 102.7 FINISH GRADE 101.5 ORIGINAL GRADE DRAINFIELD ROCK 94.2 .o 87.5 NO GROUNDWATER 11/7/18 PROFILE AS -BUILT (NO SCALE) �—O no 98.2 MICHAEL J. HORNE LS-5318 ASBUILT SURVEY OF: SCALE: GRID No: WORK ORDER No. DRAWN:CHECKED: DATE: FB BOOK/PAGE: Oc t. 31, 2019 40' MEJLA SW1933 147/40 Lot 1B, Block 3, Kieffer Subdivision, Plat 99-135 Anchorage, AlaskaSERVINGALASKASI N CE1982EXCLUSION NOTES: It is the owners responsibility to determine the existence of any easements, covenants, or restrictions which do not appear on the Plat used for this survey. NOTE: Under no circumstances should any data hereon be used for construction or for the establishing of property lines. SURVEY CERTIFICATION: FARPOINT has conducted a physical survey of the subject property, the improvements situated thereon are within the property lines as shown. Monument Septic Vent Power pole PREPARED FOR: John Wolfe PO Box 101572 Anchorage, AK 99510 Existing Fence 1.Bearings and distances are record per referenced plat unless otherwise noted. 2.Sufficient boundary evidence was recovered to establish the subject parcel on the ground. Not all controlling evidence is shown hereon. ZONING: R1 r, f4 f • ARS Aleut Analytical 907 Water Well Services Report Date: 9/30/2018 Attn: Katie Netherton Receipt Date: 9/10/2018 PO Box 210249 Sample Date: 9/10/2018 Anchorage, AK 99521 Sample Time: 10:30:OOAM 907-230-1868 Collected By: Katie Fax: Client Sample ID: John Wolfe Empty -Lot Sampling Location: John Wolfe Empty Lot Client Project: Well Safe I Sample Matrix: Drinking Water Lab#: W1809012 -01A Flag Definitions: MRL = Method Reporting Limit MCL = Maximum Contaminant Limit B = Present also in Method Blank H = Exceeds Regulatory Limit M = Matrix Interference J = Estimated Value D =Sample Dilution Required ** = RL higher than MCL; target not detected TNC = Too Numerous to Count - result rejected CF = Confluent Growth - result rejected TCNG = Turbid Culture No Growth - rejected Sample Comment: 200.8 =Arsenic only Please preserve at sub -lab Analysis Method Dil Prep Analysis Parameter Result Units Flags MRL MDL MCL Factor Date Date Analyst 200.8 (Aqueous) - Total Test was conducted by: TestAmerica - Irvine Arsenic <MDL ug/L 1.0 0.50 IO 1 9/19/2018 9/20/18 9:46 BIH Lab#: W1809012-OIB Analysis Method Dil PCep Analysis Parameter Result Units Flags MRL MDL MCL Factor Date Date Analyst 922313 -PA (Aqueous) - Coliforms in DW E. Coli Absent Present/Absent Total Coliform Absent Present/Absent Lab#: W1809012 -OIC Test was conducted by: ARS Aleut Analytical, LLC NA 1.0 1 9/10/2018 9/10/18 17:12 AKS NA 1.0 1 9/10/2018 9/10/18 17:12 AKS Page 3 of 4 ARS Aleut Analytical 907 Water Well Services Attn: Katie Netherton PO Box 210249 Anchorage, AK 99521 907-230-1868 Fax: Client Sample ID: John Wolfe Empty Lot Sampling Location: John Wolfe Empty Lot Client Project: Well Safe I Sample Matrix: Drinking Water Lab#: W1809012 -OIC Report Date: 9/30/2018 Receipt Date: 9/10/2018 Sample Date: 9/10/2018 Sample Time: 10:30:OOAM Collected By: Katie Fin Definitions: MRL = Method Reporting Limit MCL = Maximum Contaminant Limit B = Present also in Method Blank H = Exceeds Regulatory Limit M = Matrix Interference J = Estimated Value D =Sample Dilution Required ** = RL higher than MCL; target not detected TNC = Too Numerous to Count - result rejected CF = Confluent Growth - result rejected TCNG = Turbid Culture No Growth - rejected Sample Comment: Client is OK running nitrate outside of temp (as per DP). pH checked by SEG in Anchorage lab on 9-11-/8 at 11: 00am. -SEG 09/11/2018 Analysis Method Dil prep Analysis Parameter Result Units Flags MRL MDL MCL Factor Date Date Analyst 4500-NO3E (Aqueous) - Nitrate+Nitrite pres pH on receipt: < 2 Nitrate -Nitrite as Nitrogen <MDL mg/L 0.10 Page 4 of 4 Test ivas conducted by: ARSAIeut Analytical,LLC 0.028 10 1 9/25/2018 9/25/18 16:14 AAS/JR 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: OSP191098 Work Type: Septic Initial Tax Code Number: 00926503000 Site Legal Address: KIEFFER BLK 3 LT 1B G:1933 Site Mailing Address: 2265 E 54TH CT, APT 000003, Anchorage Owner: WOLFE JOHN & MARGARET FAMILY Design Engineer: FORGE ENGINEERING This permit is for the construction of: Effective Date Expiration Date: Lot Size in Sq Ft: Total Bedrooms: 4/18/2019 4/17/2020 48007 LSI Disposal Field © Septic Tank ❑ Holding Tank ❑ Privy ❑ Private 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. Provide notification by calling (907) 343-7904 (24/7). 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 Received By: / Issued By: i Date: Date: / , 2poo-blus MUMUFAUTY OF AN' CHORAGE Community Development Department Phone: 907-343-7904 Development Services Division Fax: 907-343-7997 On -Site Water & Wastewater Program ON-SITE SEWERIWELL PERMIT APPLICATION Parcel I.D. 009-265-03 Property owner(s) John & Margaret Wolfe Mailing address P.O. Box 101572 Anchorage, AK 99510 Site address NHN Lupine Place Anchorage, AK Legal description (Sub'd., Block & Lot) Kieffer, Block 3, Lot 1 B Legal description (Township, Range & Section) Lot Size 48,007 Sq. Ft. Number of Bedrooms Three (3) Day phone APPLICATION IS FOR: APPLICATION IS AN: TYPE OF DWELLING: (® all that apply) Absorption Field RInitial ❑X Single Family (SF) ❑X (w/wo ADU) Septic Tank ❑X Upgrade ❑ Duplex (D) ❑ Holding Tank ❑ Renewal ❑ Multiple Dwellings ❑ Privy ❑ (SF and/or D) Private Well ❑ Water Storage ❑ THIS APPLICATION INCLUDES A VARIANCE / WAIVER REQUEST FOR: Absorption Trench to Slope >25% Distance: 17' I certify that the above information is correct. I further certify that this is in accordance with applicable Municipal Codes. 'Vl' 'k a Q"�� (Signature of property owner or authorized agent) Permit/Rush Fees:J�►s Date of Payment: l �9 Receipt Number: Permit No. 05P l q ( 0q B Permit App_.;- : - : '_.,:c Waiver Fees: _ Date of Payment: Receipt Number: Waiver No. PO BOX 240773 ANCHORAGE, AK 99524 522-7773 677-7766 (FAX) April 18, 2019 MOA Development Services Dept, On-Site Water & Wastewater Program 4700 Elmore Rd Anchorage, AK 99507 Subject: Kiefer, Block 3, Lot 1B – NHN Lupine Place Septic System Design Dear On-Site Services Engineer: The owner of the above lot intends to construct a 3-bedroom home on the property. We are submitting this permit application for the construction of a new septic system. The well is currently in place. The attached site plan identifies the location of the home, the existing well and the proposed septic location and alternate site. No conflicts exist between this proposed system and any other well or septic system on this lot or adjacent lots. The ground surface on the lot slopes gently to the southeast at shallow grades. There are slopes greater than 25% within 50 feet downslope of both the primary or alternate site. The design however complies with the steep slope provisions of the code and no waiver is necessary. Contours are shown on the site plan indicating the grade and direction of flow. Stormwater drainage will not impact this septic system. The new trenches will be constructed parallel to the slope as much as possible. The new system will be a minimum of 100’ from all wells and surface water, 10’ from any water service and more than 5’ away from the septic tank. Please refer to the attached test hole logs and plan and profile pages for the septic design. If this design is followed, there will be no adverse impacts to adjacent properties. Sincerely, Michael E. Anderson, PE 4/18/19 Municipality of Anchorage On-site Water and Wastewater REVIEWED FOR CODE COMPLIANCE OSP191098, Rebecca Carroll, 04/18/19 // // // // // // // // // // // // // // // // // // // // // // // // // // // // // // // //170.0180.0190.0162. 0164.0166.0168.0172.0174.0176.0178.0182.0184.0186.0188.0192.0 1 9 4 .0 ALTERNATE SITE FCO 57' LONG x 5' WIDE x 4' EFFECTIVE DEPTH ABSORPTION TRENCH THA KEIFFER, BLOCK 3, LOT 1B 1"=50' FEET 0 50 100 1,000 GALLON SEPTIC TANK SLOPES > 25% SLOPES > 46%LUPINE PLACE10' UTILITY AND T&E EASEMENT PAVING 10' x 195' GAS EASEMENT 10' T&E EASEMENT 10' T&E EASEMENT (MISC BK 69, PG 194)10' UTILITY AND T&E EASEMENTGAS EXISTING WELL NOTE: NO SURFACE WATER WITHIN 100' OF THE PROPOSED SEPTIC SYSTEM ALL WELLS ON SURROUNDING LOTS WITH IMPACTS TO THIS PROPERTY ARE SHOWN. NO CONFLICTS WITH WELLS OR SEPTIC SYSTEMS. CO - CLEANOUT 2CO - DOUBLE CLEANOUT FCO - FOUNDATION CLEANOUT MT - MONITORING TUBE SV - SEPTIC VENT TH - TEST HOLE LEGEND 4/18/19 THB THREE BEDROOM HOME 2CO SV SV CO MT CO MT PUBLIC WATER & SEWER PUBLIC WATER & SEWER PUBLIC WATER & SEWER PUBLIC WATER & SEWER NOTE: AN OLD SEPTIC TANK AND ABSORPTION CRIB ARE LOCATED ON LOT 1B. EXACT LOCATION IS UNKNOWN. THE TANK MUST BE LOCATED AND DECOMMISSIONED IN ACCORDANCE WITH MUNICIPAL CODE. THE CRIB MUST BE PUMPED, CRUSHED AND BACKFILLED WITH LOCAL IN SITU MATERIAL. Municipality of Anchorage On-site Water and Wastewater REVIEWED FOR CODE COMPLIANCE OSP191098, Rebecca Carroll, 04/18/19 KIEFFER, BLOCK 3, LOT 1B DESIGN FACTORS: SYSTEM REQUIREMENTS: 450 GPD PEAK FLOW PERK RATE: 6-15 MIN/IN APPLICATION RATE: .8 GPD/SF 5' WIDE TRENCH SYSTEM 1,000-GAL SEPTIC TANK TYPICAL TRENCH SECTION (NO SCALE) 4" PERFORATED PVC (HOLES DOWN) DRAINFIELD ROCK 5' 6" 6" 3'6" 4' NOTES: 1. GRADE AREA OVER TRENCH TO DRAIN AWAY 2. PROVIDE 3' OF COVER OVER TRENCHES AND 4' OVER SEPTIC TANK, OR 2' WITH 2" OF INSULATION 3. CHECK GROUNDWATER AT TIME OF CONSTRUCTION. IF LEVEL IS HIGHER THAN PREVIOUSLY OBSERVED, CALL ENGINEER IMMEDIATELY BOTTOM OF TRENCH: 8.0' BELOW GRADE FLOW LINE ELEVATION: 4.0' BELOW GRADE TOP OF TRENCH: .5' ABOVE GRADE 450 GPD / .8 GPD/SF /5' WIDE * .5 RED. FACTOR = 56.25LF TRENCH REQUIRED (57 LF SPECIFIED) Michael E. Anderson 4831-ER EGISTEREDPROFES S I O N ALENGINEER4/18/19 Municipality of Anchorage On-site Water and Wastewater REVIEWED FOR CODE COMPLIANCE OSP191098, Rebecca Carroll, 04/18/19 LEGAL DESCRIPTION: PERFORMED FOR: DATE: PARCEL ID#: SOILS LOG AND PERCOLATION TEST TECHNICIAN: 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 DEPTH (feet) PROJECT No.: TEST HOLE A SLOPE SLOPE SITE PLAN See Site Plan DATE READING GROSS TIME (minutes) NET TIME (minutes) DEPTH to WATER NET DROP TEST HOLE PRESOAKED PRIOR TO TESTING: PERC. HOLE DIA. (INCHES)PERCOLATION RATE: (MIN/INCH) TEST RUN BETWEEN: FT. and FT. COMMENTS: (inches)(inches) KEIFFER LOT 1B, BLOCK 3 10/31/2018 J. Williams DATE OF MONITORING: WAS GROUND WATER ENCOUNTERED? DEPTH OF WATER AFTER MONITORING: IF YES @ WHAT DEPTH? NO - NONE 3.27 6 3 4 009-265-03 JOHN WOLFE 10/31 1 2 3 4 5 6 10 1 3 8" / 4 7 16 " 3 1 16 "15:46 / 15:56 1' OB SANDY SILTY GRAVEL 11/7/18 Professional Engineers Stamp: Michael E. Anderson 4831-ER EGISTEREDPROFESSIO N ALEN GINEER ..\..\admin\schiller seal\signed seal.jpg 10 1 3 8" / 4 3 8" 3"15:34 / 15:44 10 1 3 8" / 4 3 8" 3"15:23 / 15:33 10 1 3 8" / 4 3 8" 3"15:11 / 15:21 10 1 3 8" / 4 3 8" 3"15:58 / 16:08 10 1 3 8" / 4 7 16 " 3 1 16 "16:10 / 16:20 4/18/19 GM BOH Municipality of Anchorage On-site Water and Wastewater REVIEWED FOR CODE COMPLIANCE OSP191098, Rebecca Carroll, 04/18/19 LEGAL DESCRIPTION: PERFORMED FOR: DATE: PARCEL ID#: SOILS LOG AND PERCOLATION TEST TECHNICIAN: 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 DEPTH (feet) PROJECT No.: TEST HOLE B SLOPE SLOPE SITE PLAN See Site Plan DATE READING GROSS TIME (minutes) NET TIME (minutes) DEPTH to WATER NET DROP TEST HOLE PRESOAKED PRIOR TO TESTING: PERC. HOLE DIA. (INCHES)PERCOLATION RATE: (MIN/INCH) TEST RUN BETWEEN: FT. and FT. COMMENTS: (inches)(inches) KEIFFER LOT 1B, BLOCK 3 10/31/2018 J. Williams DATE OF MONITORING: WAS GROUND WATER ENCOUNTERED? DEPTH OF WATER AFTER MONITORING: IF YES @ WHAT DEPTH? NO - NONE 12.63 6 3 4 009-265-03 JOHN WOLFE 10/31 1 2 3 1' OB SANDY SILTY GRAVEL 11/7/18 Professional Engineers Stamp: Michael E. Anderson 4831-ER EGISTEREDPROFESSIO N ALEN GINEER ..\..\admin\schiller seal\signed seal.jpg 30 16:12 / 16:42 30 15:40 / 16:10 30 28 1 8" / 30 1 2" 2 3 8"15:08 / 15:38 28 1 8" / 30 1 2" 2 3 8" 28 1 8" / 30 1 2" 2 3 8" 4/18/19 GM BOH Municipality of Anchorage On-site Water and Wastewater REVIEWED FOR CODE COMPLIANCE OSP191098, Rebecca Carroll, 04/18/19 s 96 x PLAT NO. 99-135 KIEFFER SUBDIVISION LOT 1 B. BLOCK 3 48,007 S.F. I " p �R ! 0 O 't ROp ' x, ^� 0 2 ' OS _, e0e .O ti N x x. 0 co coo coo ` , UvGO�H '- 'o g ' 6 x, 'ss se, I coo coo �Pt o ,' 13 3 30' 0) 0N N ' x 9 h / x�9 x�jS x,, 9 I O N -QT uS C p x 66 .T�sB , xO is o0 0 O o 28.9' Gp A O 9A O O Z Z x 12' / •S W 792 W od H Z Q x�9 J H 9 \41 R=40' , �O x1. .o I HEREBY CERTIFY THAT I HAVE SURVEYED THE PROPERTY DEPICTED ABOVE AND THAT x —X—X—X—X—X—X—X—X—X-X-X-XXXXXX-X-X-X-x—X—X-X—X—X—x�e—x—x—x—x—x—X-X—X—X—x—X-X-X-X-x—X-X-X-X—x-X� SURVEYING, LLC '6 JEFF A. GASTALDI, R.L.S. x RESPONSIBILITY OF THE OWNER, PRIOR TO ANCHORAGE, ALASKA 99507 CONSTRUCTION, TO VERIFY THE PROPOSED GATE X66 x DATE SW1933 3/19/2019 AND TO DETERMINE THE EXISTENCE OF ANY x FENCE (APX)� Ik x� F.B. .106 No. 18-03 x x 3 � •O x x'e, (R&M) S 89058'05"E 300.02'(M) sss o 'sv I •s I - — — — — — — — — — — — — X90 OI O J J 10' X 195' GAS MT. N 1g0 — 6 i� — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — qt 10' T. & E. ESMT. R cc OWER �4p,0' 40, POLE— 122 — — — — — — — — — — — — — — — — — — — ���— — — — — — — — — — — — — — — — — — — — — — — — ,9? HES OHE OH OHE 0 E 10' T. & E T. PO R '�� GUY (MISC BK 69, PG 1 ) OLE /j ANCHOR s � x J x x — — —'8� — — — — — — — — — — —•�'— — — — — — — — — — — — — — — — — — — 44.2•�9—'8Re �s A Col I / ` c , N 9A� x � x J 9 m I " p �R ! 0 O 't ROp ' x, ^� 0 2 ' OS _, e0e .O ti N x x. 0 co coo coo ` , UvGO�H '- 'o g ' 6 x, 'ss se, I coo coo �Pt o ,' 13 3 30' 0) 0N N ' x 9 h / x�9 x�jS x,, 9 I O N -QT uS C p x 66 .T�sB , xO is o0 0 O o 28.9' Gp A O 9A O O Z Z x 12' / •S W 792 W od H Z Q x�9 J H 9 \41 R=40' , �O x1. .o I HEREBY CERTIFY THAT I HAVE SURVEYED THE PROPERTY DEPICTED ABOVE AND THAT GASTALDI LAND � SURVEYING, LLC '6 JEFF A. GASTALDI, R.L.S. 3 RESPONSIBILITY OF THE OWNER, PRIOR TO ANCHORAGE, ALASKA 99507 CONSTRUCTION, TO VERIFY THE PROPOSED ?�e\e X66 GR ID DATE SW1933 3/19/2019 AND TO DETERMINE THE EXISTENCE OF ANY Ik x� F.B. .106 No. 18-03 KSIB3PP SUBDIVISION PLAT. X 'eOJ xs?8 \ — — — — — — — — — — — — — — — — — — — — — — — — UTILIT AND T. & E ESMT. x S 89°57'21 "E 299.80'(R&M) x� BASIS OF BEARING s?R x� ` (PER PLAT NO. 99-135) x, x'sS TOP OF MONUMENT — e'O s8A ELEV. = 161.5' BASED ON MOA AERIAL TOPO PRELIMINARY PLOT PLAN I HEREBY CERTIFY THAT I HAVE SURVEYED THE PROPERTY DEPICTED ABOVE AND THAT GASTALDI LAND THE PROPOSED IMPROVEMENTS AND DRAINAGE SURVEYING, LLC PATTERNS ARE AS SHOWN HEREON. IT IS THE JEFF A. GASTALDI, R.L.S. 2000 E. DOWLING RD.. SUITE 8 RESPONSIBILITY OF THE OWNER, PRIOR TO ANCHORAGE, ALASKA 99507 CONSTRUCTION, TO VERIFY THE PROPOSED PHONE 248-5454 BUILDING LOCATION ON LOT, BUILDING DIMENSIONS GRADE AND UTILITY CONNECTIONS GR ID DATE SW1933 3/19/2019 AND TO DETERMINE THE EXISTENCE OF ANY EASEMENTS, COVENANTS, OR RESTRICTIONS WHICH DO NOT APPEAR ON THE RECORDED F.B. .106 No. 18-03 KSIB3PP SUBDIVISION PLAT. �,W,..■0a4 OF 1� All � 49TH 0 05 ����u� / m : JeEr.1 A. Gosroldf : o �. •. LS-6091AN s'm '.� 3/19/2019 ; • �� LEGEND 162 J J CL N I'' o Z U Q- =) J Z u A.C. PAVING S FOUND 2 1/2" BRASS CAP MONUMENT C FOUND 3 1/4" ALUMINUM CAP MONUMENT FOUND 2" ALCAP STAMPED "DOWL 6714S" (R) RECORD DIMENSION PER PLAT NO. 99-135 (M) MEASURED DIMENSION THIS SURVEY 30' I E. 54TH COURT 1 11=20' 1=20' b M MUNICIPALITY OF ANCHORAGE,, :.. /v',0~ ~j~i ~'.~ O'2.Z-~ DEPARTMENT OF HEALTH & ENVIRONMENTAL PROTI~CTION ENVIRONMENTAL ENGINEERING DIVISION 825 L Street- Anchorage, Alaska 99501 Telephone 264-4720 ON-SITE SEWAGE DISPOSAL SYSTEM AND/OR WELL INSPECTION REPORT ._ PHONE ,~O. I~ []NEW NAME MAILING ADDRESS LEGAL D ESCRI,P~-ION K~ ~ (-b~ 6'5 ~ i~°---- LOCATION r~ uJ D,STANCE TO: I We,, ~fl ~[ Absorpti .~.. Dwelling Material Width DISTANCE TO: Well Length of each line NO. OFBEDROOMS PERMIT NO. Manufacturer ~(.~¢._ ~"J~-~ I No. of compartments Liq, capacity in gallons ~ Inside length Liquid depth 1 ~ %~(~ ' · HOMEMADE: DISTANCE TO: Well Dwelling PERMIT NO. Manufacturer t Material Liquid capacity in gallons Foundation Nearest lot line PERMIT NO, No. of lines ~: -- Top of tile to finish grade Length Width Crib diameter Well Depth Building foundation Type of crib Post-ItTM brand fax transmittal memo 7671 [ # of pages · co. Dept. ' ' Phone Sewer line Septic tank I Absorption area(s) DISTANCE TO: Class DISTANCE TO: rea OTHER PIPE MATERIALS SOIL TEST RATING NSTAF LER REMARKS ~ro ~1 o ~ ~ ~ ¢4 "~ APPROVED DATE LEGAL MEMOFIANDUM DATE: 91-010 (5/78) PERMIT NO. DEF'RRTMENT ~.~ HERLTH RND ENV~RONMENTRL '~OTEETZON '~'~ "L'" STREET, ~NL. HURH=E., RK. 264-4720 RPPLICRNT WES & NRNCY MYRRNN 5500 LUPINE LOCRTION LEGRL BSLi&2 KIEFFER TYPE OF SOIL RBSORPTION SYSTEM IS: DRRINFIELD MRXIMUM NUMBER OF BEDROOMS = 8 SOIL RRTING (SQ FT?BR)= THE REQUIRED SIZE OF THE SOIL RBSORPTION SYSTEM IS: 544-9000 LOT SIZE 999999 S2LIRRE FEET [:,EF'TH= ~ LEI'"~GTH= ~"-"~ L3F-'R%aEL [:,EF'TH= THE LENGTH DIMENSION IS THE LENGTH (IN FEET)OF THE TRENCH OR DRRINFIELD. THE DEPTH OF R TRENCH OR PIT IS THE DISTRNCE BETWEEN THE SURFRCE OF THE GROUND RND THE BOTTOM OF THE E'XCRVRTION (IN FEET). T-" :E TF."E~"--~C:H t,-~ I [:,TH I '$ . ~3. E~E~O FEET. THE GRRVEL DEPTH IS THE MINIMUM DEPTH OF GRRVEL BETWEEN THE OUTFR~ ?jIPE RND THE BOTTF[M F~F THE EXC'RoRTIFIN ~IN FEET') ' - - " ...... PERMIT RPPLICRNT HRS THE RESPONSIBILITY TO INFORM THIS DEPRRTMENT DURING INSTRLLRTION INSPECTIONS OF RNY WELLS RDJRCENT TO THIS PROPERTY RND THE NUMBER OF RESIDENCES THRT THE WELL WILL SERVE. BRCKFILLING OF RNY SYSTEM WITHOUT FINRL INSPECTION RND RPPROVRL BY THIS DEPRRTMENT WILL BE SUBJECT TO PROSECUTION. MINIMUM DISTRNCE BETWEEN Fl WELL RN[-" RNY ON-SITE SEWRGE DISF'OSRL =~'=,TEM IS ~' ---1 1R0 FEET FOR R PF.'.I',,,'RTE WELL OR t~,~: TO 200 FEET FROM R PUBLIC WELL DEPENDING UF'ON THE TYPE OF PUBLIC WELL MINIMUM DISTRNCE FROM R PRIVRTE WELL TEl R PRIVRTE SEWER LINE IS '-~' FEET RN[:, TO R COMMUNITY SEWER I_INE IS 75 FEET. OTHER REQUIREMENTS MRY RPPL'¢. SPECIFICRTIONS RND CONSTRLICTION DIRGRRMS RRE RVRILRBLE TO INSURE PROPER INSTRLLRTION. t: I RM FRMILIRR WITH THE REQUIREMENTS FOR ON-SITE SEWER=, RND WELLb Rb, SET p - ' RNCHORRGE. FORTH E:Y THE MUNI_.IPRLIT~ OF 2: I WILL INSTRLL THE _,~_,TEM tN RCE:ORDRNCE WITH THE CODES. 5: I UNDERSTRN[:, THRT THE ON-SITE SEWER S~'STEM MRY REQUIRE ENLRRGEMENT IF THE RE~IDENF:E IS REMODELE[:, TO INCLU[:~E MORE THRN 8 BEDROOMS. , . RF'PLICRNT WE~ & NRN'::~ M~RRNN ~~__/~. . ~ ~( . ¢ . December 20, 1982 Nancy Traver 501 W. Northern Lights Anchorage~ Ak 99503 Dear Mrs. Traver: Here is the approval letter and the ~'Certificate to Construct'~ for Lots 1 & 2, Kief£er Subdivision. Once the septic tank is installed, a copy of the' inspection report must be sent to ~fr. Erickson to insure formal approval. If you have any questions please let me know. Sincerely, L/ 1200 ALASK - 'eFIUII OFIFFleFITAL COF1TF OL ~n~ji~ri~§ [, ~ironrn~nl~[ December 2, 1982 Mr. Bruce Erickson Alaska Department of Environmental Conservation 437 E Street Anchorage~ Alaska 99501 Dear Bruce: Attached are a sketch~ a well iog~ Heatlh Authority and a bacterlalogical report for a 4 plex located on lots i and 2, block 3 Kieffer Subdivision. The septic tank for the 4 ?lex is too small so an additional tank must be added to the end of the existing tank. The new tank and the old system will be less than 150 feet from the well. The old system was installed around 1970. This is the only place the tank can be installed. Public sewer is not available for this lot. Ground slope is away from the well to the septic tank. We therefore request a waiver of the 150 feet distance for the sewer system to a distance of 94 feet. If you haveadh,, questions please let me know. Sincerely, Leroy C. Reid Jr., PhD, PE President 1220 LU~st 2'~th Au~nu,. · ,Anchoro(~ Aleska 9s~o~ · {907) 276q361 1220 West 25th At Je Suite B ANCHORAGE, AL,E,S~,A 99503 276-1361 279-2917 SHEET NO ,J- OF CALCULATED BY DATE CHECKED BY DATE SCALE~ SO UTHCEN ?RA L REGIONAL OFF/CE December 6, 1982 Mr. LeRoy C. Reid, .Jr., P.E. Alaska Environmental Control Services, Inc. 1220 W. 25th Avenue Anchorage, Alaska 99503 Dear Mr. Reid: 437 E Srree! SECOND FLOOR ANCHORAGE. ALASKA 99501 (907) 274-2533 P.O. BOX 515 [] KODIAK, ALASKA 99615 (907) 486-3350 P.O. BOX !207 SOLDOTNA. ALASKA 99669 (907) 262-5210 PO. BOX 1709 [] VALDEZ ALASKA 99686. (907) 835-4698 PO. BOX 1064 WAS!LLA. ALASKA 99657 (907) 376-5038 Subject: Water System Lots 1 & 2, Block 3, Kieffer Subdivision (8321-FA-162) We have reviewed the plans and specifications for the subject project. Enclosed with this letter is a "Certificate to Construct" for the drinking water system. The "Approval to Operate" section of the certificate must be completed by a representative of this Department prior to placing the system in operation. Sincerely, ~; E~ ~o~''~ Environmental Engineer BEE/msm Enclosure 18-09LH CONSTRUCTION AND OPERATION CERTIFICATE ALASKA DEPARTMENT OF ENVIRONMENTAL CONSERVATION. PUBLIC WATER SYSTEM APPROVAE TO CONSTRUCT Plans for the construction of ,/().. ,r, Tf~. ~'~ 5' '. ".'?-z.. . ~ ;~'ff''.' -, ." ]~4 ::~ ,-. ~ ¢¢.. ¢.;" ' ..':~' ~ ,r' '~k .... ¢ ~' j!_'; ";.". ~- !~ :~ ~ ~" 'L~ '~. public water system located , Alaska, submitted in accordance with 18 AAC 80.100 ¢~ ....( ~ ~ ! ., ~.' ~.. ~ '" , .; ;~ ""~.have been reviewed and are [] approved. / [] conditionally approved (see attached conditions). ,. ,.,- ,.. i.~ ~'ATE If construction has not started within two years of the approval date, this certificate is void and new plans and specifications must be submitted for review and approval before construction. APPROVED CHANGE ORDERS Change (contract or,er ,o. Approved by or descriptive reference) Date The "APPROVAL TO OPERATE" section must be completed before any water is made available to the public. APPROVAL TO OPERATE The construction of the public water system Was completed on (date). The system is hereby granted interim approval to operate for 90 days following the cpmpletion date. BM TITLE DATE As-built plans submitted during the interim approval period, or an inspection by the Department has confirmed the system was constructed according to the approved plans. Tbe system is hereby granted final approval to operate, TITLE DATE APPLIC tNT FILLS OUT UPPER HAL,._ rONLY Property OySter /~JE~. ~'~ ( (-[ [~ ~-~ ~, r /L~ ~\¥ ,~ h )~ Phone Buyer ~ ~ ~-t~ ~- ~*.~ ~ : '~ O Phone Lending Institution Address Zip Code / Type of ~esi~nce ~ Single Famil~ ~ Multiple Family No. of Bedroo~ ~ Other Waler Supply ~lndividual A~AGH WELL LOG. A w~l Io~ is required for all wells drilled since ~une 1975. ~ Community For wells drilled prior to that date, ~ive well depth (attach Io~ if available). ~ Public Utility Sewer Disposal Individual ~P~_~ 9. p ~ ~ Year Individual Installed: Public Utility ~ When Connected to Public Utility: ~ Holding Tank NOTE: THE INSPECTION FEE MUST ACCOMPANY EACH RE~EST BEFORE ~OCESSING CAN BE INITIATED. Time Time Time Time Date Date Date Date Inspector Inspector Inspector Inspector MU]' ',C[?ALJ,'TY, CF Field Notes: DFPT OF ,,~'LT~', 2. ENVIROiIM~i';;A.~ ', .,0, ~.CTION OCT '1 8 1982 ( ) APPROVED BEDROOMS 'CONDITIONS OF APPROVAL ( ) DISAPPROVED ( ) CONDITIONAL APPROVAL' DATE BY: Soils Rating Date Sewer Installed Well To Absorption Area Well Log Received Well to Tank Septic Tank Size 72-023 {3/82) ALASKA I FIUIROFImI rITAL CONTROL S RUICI S, IFIL Professional Escrow/Jan 801W. Fireweed Lane Anchorage, AK 99503 October 07, 1982 MUNICIPALITY OF ANCHORAGE DFPT Oc :"Z'LT, ENVIRoi,~;,',~',;A_ .40.ZCTION RE: HEALTH AUTHORITY On October 05, 1982, we performed a health authority at the property located at Kieffer Subdivision - Block 3, Lots 1 & 2. The well is located 104 feet from the on-site sewer system. All three standpipes need caps and the well has a sanitary well seal. The top of the well extends approximately one foot above ground level. On this date a water sample was collected for bacteriological analysis. The results were negative as stated on the attached report. Sincerely, ~-~;im Green Engineer Enclosure 1220 U Jest 251h Auenue · Anchoenqe, Alosko 99503 · {907) 27~-13§1 ALASKA eI1UIROrlmEITAL COrlTROL SeRUlCe$, Inc. ~nqineerinq G ~nuironmenlol $lutlks lO/5/82 MUNICIPALITY OF ANCHORAGE DFr~T Cc ;'2 ~..",, ENVIRO ~:, ~t ,. A..; .,,3, £C TION PROFESSIONAL ESCROW/JAN 801W FIREWEED LANE ANCHORAGE AK 99503 SELLER - NANCY DUNBAR BUYER-VALDER/STREET SUBDIVISION-KIEFFER BLOCK-3 LOT-i&2 ADEQUACY TEST FOR SEWER SYSTEM THE TYPE OF ABSORPTION SYSTEM IS A CRIB WITH AN UNKNOWN AREA. THE SYSTEM IS CAPABLE OF ACCEPTING 1200 GALLONS OF WATER PER DAY. THE SURGE CAPACITY OF THE SYSTEM IS 1800 GALLONS. BASED UPON THE TEST DATA THE SYSTEM IS ACCEPTABLE FOR A 8 BEDROOM HOME. THE SEPTIC TANK WAS PUMPED ON 10/5/82 . SEPTIC TANK ADEQUACY THE EXISTING SEPTIC TANK VOLUME OF 1250 GALLONS FOR THIS HOUSE OF 8 1000 GALLONS IS INADEQUATE BY BEDROOMS. 1220 I.U~st 25th/~uenue · Anchora%/~hska 99503., (907) 276-1361 Mr. James P. Swing, W.P.C. Engineer Public Works Department Greater Anchorage Area Borough 3500 East Tudor Road Anchorage, Alaska 99507 SUBJECT: Re )] ac~ment Pba~e ITI ffer ubdivi.~io~, Green Acres Subdivision, David P1 th Add~.~mon-1973 Construction Dear b~r. Swing: The plans and specifica~tions for the 'subject projec%s are approved for the features wi~h whic]~ this department is concerned. cc: Roll Strickland/ i¢,o't f Sttd ck i ami, (,:~i,.f Sani LaJ*ia':~