HomeMy WebLinkAboutGREENLAND BLK 3 LT 2Onsite File #015-172-08 Feb_15.2023 03:12 PM Anchorage Well & Pump Service Inc 9072430742 #7305 P 1/ 1 MUNICIPALITY OF ANCHORAGE Development Services Department n A Phone: 907343-7904 On -Site Water & Wastewater Section Fax: 907-343-7997 Pump Installation Log Well Drilling Permit Number: Date of Issue: - - Parcel Identification Number: 015 172 - 08 �. Legal Description Block Lot Property Owner Name & Address: 11 ANDERSON JOLENE J & ROBERT M GREENLAND 3 2 4921 E_ 115TH AVENUE ANCHORAGE AK 99596 Pump Installation Date. 02 - 15 _ 2023 Pump Intake Depth Below Top of Well Casing: 105 feet Pump Manufacturer's Name: RED JACKET Pump Model: 75C311 -8S 16 Pump Size. .75 hp Pitless ,Adapter Burial Depth: N/A feet Pitless Adapter Manufacturer's Name: NSA Pitless Adapter Installer, Well Disinfected Upon Completion? Yes 13 No Method of Disinfection: PELLETS Comments: Pump Installer Name: _ ANCHORAGE WELL & PUMP SERVICE Company: 7640 KING STREET ANCHORAGE:, AK 99518 ]Mailing Address: 907-243-0740 City: State, Zip: Attention; The pump installer shall provide a pump installation log to On-site within 30 days of primp installation. Municipality of Anchorage On-Site Water and Wastewater Section • (907) 343-7904 Page of ON-SITE WASTEWATER INSPECTION REPORT Permit Number: OSP191398 PID Number: 015-172-08 Dwelling: ® Single Family (SF) ❑ with ADU ❑ Duplex (D) ❑ Two Single Family Project: ❑ New ® Upgrade Name JOLENE & ROBERT ANDERSON ABSORPTION FIELD E:1 Deep Trench ® Wide Trench ❑ Bed ❑ Mound Site Address TH 4921 E 115 AVE., ANCHORAGE ❑ Other Phone Number of Bedrooms Soil Rating Total depth from original grade 4 0.8 GPD/SF 6 Ft. LEGAL DESCRIPTION Depth to pipe invert from original grade 2 Ft. Gravel depth beneath pipe 4 Ft. Subdivision Block Lot GREENLAND 3 2 Fill added above original grade VARIES 1.25 - 2.02 +/- Ft. Gravel length 2 a 38' 76 Ft. Township Range Section Gravel width 5 Ft. Beds: Number of Lines Distance between lines Ft. SEPARATION DISTANCES To Septic Absorption Holding Sewer Total absorption area Number of trenches Dist. between trenches From Tank Field Lift Station Tank Line 760 Ft2 2 10+ Ft. Well 100'+ 100'+ 25'.+. TANK M Septic ❑ S.T.E.P. ❑ Holding ❑ Other Manufacturer GREER Capacity 1250 Gal. Surface Water 100'+ 100'+ Material HDPE Number of compartments 2 Lot Line 10'+ 10'+ NA Foundation 10'+ 10'+ LIFT STATION Manufacturer Capacity Gal. Remarks Undoc. system decommissioned per code. Alarm location Electrical installed by PIPE MATERIAL House to tank 3031) Tank to 3034 Installer A+drainfield Drainfield 3034 CO/MT 3034 Inspector FWC BENCH MARK (Assumed elevation) 100 ft Inspdection 1s' 10/30/19 10/30/19 Location and description 2nd 3`d 10/31/19 4" 01/31/2020 CEMENT SLAB / FOUNDATION ON-SITE WATER AND WASTEWATER SECTION APPROVAL e- Conditional Approval: Date j *' 49 TH .....�:.�.�� /em CE1289 •F��Curtis Huffman Septicdstet� APproe LLa Date �.. �•: .ti3t/2oz'0.4�� l`1ESSION,`-�- PROFESSO� Note: this approval does not include well permit requirements. \� (Kev ub/u1/1 tt) GREENLAND SUBD, LOT 2 BLOCK 3 PID: 015-172-08 LOT 3 BLK 3 A -C=56.6' B -C=35 8' A -D=60.0' B -D=40 1' A -E=62.0' B -E=42.8' A -F=68.1' B -F=65.4' A -G=100.9' B -G=86.8' A -H=109.3' B -H=103.3' A -I=78.7' I F9 0) LOT 1 Q0 BLK 3 N z O O z 110.2' 00 A FCO rMH CO, 96.87 BLK 3 0 INSULATION 92.63 F-9 1,250 GALLON HDPE TANK SEPTIC SECTION SCALE; NTS M T DCO E COr CO p MH C T FCO 46.3' Bf — CO CO CO MT 5 9 1 ., ,� SPLITTER TH19-1 PERMIT: OSP191398 SEWER ROCK 11 1 4' SCALE: 1" = 30 TH19-1 L 1.5' ORG/O SM/Sp 93.13 CO MT FINAL GRADE CO MT 93.38 91.71 ORIGINAL GRADE FILTER FABRIC GRND.WTR. & INSULATION I 1 ® 13' 16' 10/30/19 L871 89.71 BOH SEWER ROCK 4' 76.75 85.71 RELATIVE ELEV. B -I=851' GREENLAND B3, L2 PREPARED FOR: JOLENE & ROBERT ANDERSON 4921 E 115TH AVE. ANCHORAGE, AK 99516 FIRST WATER CONSULTING 13030 Sues Way SURVEY: Anchorage, Alaska 99516 DRAWN: (907)350-9566 SCALE: firstwaterAK@gmoil.com SUPPORTISERVICES: OFF W41 C *rrtis * 01/31/2020 ` Huffman 4� JLS 1 tcA CE 128991of FWCS1 01 /31 /2020 e o 1 " = 30' \FESSIO�Ati LOT 1 BLK 3 z O z 00 O O LOT 2 0o BLK 3 0 rq F-9 N J M CO MT FINAL GRADE I 94.00 ORIGINAL GRA FILTER FABRIC & INSULATION SEWER ROCK 11 1 4' SCALE: 1" = 30 TH19-1 L 1.5' ORG/O SM/Sp 93.13 CO MT FINAL GRADE CO MT 93.38 91.71 ORIGINAL GRADE FILTER FABRIC GRND.WTR. & INSULATION I 1 ® 13' 16' 10/30/19 L871 89.71 BOH SEWER ROCK 4' 76.75 85.71 RELATIVE ELEV. B -I=851' GREENLAND B3, L2 PREPARED FOR: JOLENE & ROBERT ANDERSON 4921 E 115TH AVE. ANCHORAGE, AK 99516 FIRST WATER CONSULTING 13030 Sues Way SURVEY: Anchorage, Alaska 99516 DRAWN: (907)350-9566 SCALE: firstwaterAK@gmoil.com SUPPORTISERVICES: OFF W41 C *rrtis * 01/31/2020 ` Huffman 4� JLS 1 tcA CE 128991of FWCS1 01 /31 /2020 e o 1 " = 30' \FESSIO�Ati 114TH AVE CA o S89*56'02"E 100.37 (S89°53'20"E 100-00' R) 1% LOT 2 o SEPTIC** BLK 3 0 VENT (D (typ) 0 C)11 CD o 0 MH6 do (Do CA pg LOT 3 co • LOT 1 BLK 3 46,3' BLK 3 (D 0-) 8.5# CD (A 0 M X_ E�0- GRAVEL C U) D/W M 00 M WELL 31.3' WELL LX+ -EL b X '&8-9k5-312� —160.00' 115TH AVE ANCHORAGE RECORDING DISTRICT., ALASKA ASBUILT OF: FND REBAR GREENLAND SUBDIVISION LOT 2 BLK 3 PLAT P-268 ��-D sr SURVEY CERTIFICATE: 1, John L. Schuller. Have conducted a OF q�y V 'V jj LAIV AM D physical survey of this property as shown on this drawing and that the P.70�� 00F %.4%) improvements situated hereon are within the property lines and no or enchroachments, exist other than noted. Under no circumstance should TH any information on this drawing be used for construction of fences, 49 ..... ........ s f`. ......... structures, improvements, or for establishing boundary lines. RA ?A EXCLUSION NOTES: It is the owners responsibility to determine Fj ...... 0 / '• . the existence of any easements, covenants, or restrictions which JbHN L. SCHULLER.- LS do not appear on the recorded subdivision plat. -10408 41 1831 Talkeetna Street WORK ORDER NUMBER: DATE: SCALE.E-MAJU Anchorage, Alaska 99508 NOV 5, 2019 1 " =40' AW DRAWN BY: CHECKED BY GRID NUMBER: BOOK/PAGE. f J\ \' ~ (907) 227-1455 office 19-078-2 JLS SW2636 190159 essionc low (907) 274-4992 fax 9/10/19 LPI.�JVS MUNICIPALITY OF ANCHORAGE wl Development Services Department j Phone: 907-343-7904 On -Site Water & Wastewater Section „—'" Fax: 907-343-7997 ON-SITE SEPTICM/ELL PERMIT APPLICATION Parcel I.D. 015-172-08 Property owner(s) JOLENE & ROBERT ANDERSON Day phone 9073502063 Mailinq address 4921 E 115TH AVE, ANCHORAGE, AK 99516 Site address 4921 E 115TH AVE, ANCHORAGE, AK 99516 Legal description (Sub'd., Block & Lot) GREENLAND BLOCK 3, LOT 2 Legal description (Township, Range & Section) Lot Size 27,000 Sq. Ft. Number of Bedrooms 4 APPLICATION IS FOR: APPLICATION IS AN: TYPE OF DWELLING: (M all that apply) Absorption Field ® Initial X❑ Single Family (SF) (w/wo AD U) Septic Tank ® Upgrade ® Duplex ❑ (D) Holding Tank ElRenewal ElMultiple MultipleDwellings El El and/or D) Private Well ❑ Water Storage ❑ THIS APPLICATION INCLUDES A WAIVER REQUEST FOR: Distance: I certify that the above information is correct. I further certify that this is in accordance with applicable Municipal Codes. FWCS - Brent Western (Signature of property owner or authorized agent) Permit/Rush Fees: 6_96- Waiver Fees: Date of Payment: 4�,(/�% Date of Payment: Receipt Number: (�Q'�()��i Receipt Number: Permit No. Waiver No. GADevelopment Services\Building Safety\On Site Water and Wastewater\FormsUient FormsTermit Application.doc Michael N. Anderson, P.E. Civil/Structural Engineering and Construction 4661 Natrona Ave. Anchorage, Alaska 99516 Phone 345 -3377 / Fax 345 -1391 Support Services Brent M. Western 907-440-4601 September 6, 2019 Municipalities of Anchorage On-Site Water & Wastewater Program 4700 Elmore Road Anchorage, AK 99507 RE: NEW SEPTIC SYSTEM PERMIT LEGAL: GREENLAND B3, L2 We’ve been requested to obtain a septic permit on the above referenced lot that currently has an undocumented system, which will be decommissioned per code. We propose to install two shallow trenches to serve the existing 4-bedroom residence. The design is based on the recent test holes conducted on August 29, 2019. The slopes are moderate at 7-12% at the proposed septic location. The lot and area are served by private water. The design will not impact any of the neighboring properties. Please contact Brent M. Western or me if you have any questions. Sincerely, Michael N. Anderson, P.E. Municipality of Anchorage On-site Water and Wastewater REVIEWED FOR CODE COMPLIANCE OSP191398, Rebecca Carroll, 09/10/19 Municipality of Anchorage On-site Water and Wastewater REVIEWED FOR CODE COMPLIANCE OSP191398, Rebecca Carroll, 09/10/19 Municipality of Anchorage On-site Water and Wastewater REVIEWED FOR CODE COMPLIANCE OSP191398, Rebecca Carroll, 09/10/19 Michael N. Anderson, P.E. Civil/Structural Engineering and Construction 4661 Natrona Ave. Anchorage, Alaska 99516 Phone 345 -3377 Fax 345 -1391 SOILS LOG - PERCOLATION TEST LEGAL DESCRIPTION: GREENLAND B3, L2 PERFORMED BY: FWCS / MNA - I MIKE N. ANDERSON CERTIFY THAT THIS TEST WAS PERFORMED IN ACCORDANCE WITH ALL STATE & MUNICIPAL GUIDELINES IN EFFECT ON THIS DATE. DATE: 8/29/19 DEPTH FEET OG SOILS 1 ORG/OL 2 3 4 5 6 7 8 SM/sp 9 10 11 12 13 14 15 16 17 BOH 18 19 20 Reading Date Gross Time Net Time Depth to Water Net Drop 8/29/19 30 min 2 8/16” 3 8/16” 30 min 2 7/16” 3 9/16” 30 min 2 8/16” 3 8/16” PERCOLATION RATE 9 (MIN / INCH) TEST RUN BEWTWEEN 4 & 5 FT PERC HOLE DIAMETER 6” PRE-SOAKED PRIOR TO TEST & ALL READINGS TO THE 1/16TH. 6” WATER START DEPTH PER READING. GROUND WATER ENCOUNTERED: NO IF YES, AT WHAT DEPTH: NA DEPTH TO WATER AT MONITORING: 14.5’ DATE: 8/29/19 TESTHOLE # 19-1 DATE PERFORMED: 8/22/2019 SEE SITE PLAN FOR SLOPE & LOCATION COMMENTS: VERIFY GROUNDWATER MT AT TIME OF CONSTRUCTION PERFORMED FOR: JOLENE ANDERSON 8/29/19 Municipality of Anchorage On-site Water and Wastewater REVIEWED FOR CODE COMPLIANCE OSP191398, Rebecca Carroll, 09/10/19 LOT 3 BLK 3 W O 114TH AVE CA S89°56'02"E 100.37' (S89`53'20"E 100.00' R) z I LOT 2 O BLK 3 0 8.5' 0 O w 0 O O ••• ••• SEPTIC M VENT (tYP) W ff • MH 10.2' • 46.3' N 8.5' J O O O m A' M v m = X O M0 C U Z mG') o �0 s. WELL N X o X 31.3' GRAVEL D/W Lx +lX X z Oz Oo C3 O O O C'of O j M M N LOT 1 J N BLK 3 O 0) O P O CA J Z7 - w O 115TH AVE w O ANCHORAGE RECORDING DISTRICT, ALASKA ASBUILT OF: GREENLAND SUBDIVISION O = FND REBAR LOT 2 BLK 3 PLAT P-268 SURVEY CERTIFICATE: I, John L. Schuller, Have conducted a 0 F A A physical survey of this property as shown on this drawing and that the / improvements situated hereon are within the property lines and no 1 enchroachments exist other than noted. Under no circumstance shouldow, * : 49TH *1 any information on this drawing be used for construction of fences, o .... structures, improvements, or for establishing boundary lines. F. L 1 EXCLUSION NOTES: It is the owners responsibility to determine V .. " : " "4HN " " ' " " " ' " ' " ' " " " " " : " •� ° J L. SCHULLER: the existence of any easements, covenants or restrictions which , '0 �°0 do not appear on the recorded subdivision plat. , �'� LS -10408 ,o E: SCAT: E-MAIL �t ^N°a�/ WORK ORDER NUMBER: DAT 19-078 oRANM YAUG 7, 2019 CHECKED @ GRID NUMSM::0 Boat PAGE: ,\\\r° f e s s io n °� �i� JLS SW2636 190137 y° L LAIV O 1831 Talkeetna Street Anchorage, Alaska 99508 (907) 227-1455 office (907) 274-4992 fax