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HomeMy WebLinkAboutMCKINLEY VIEW ESTATES S12587Onsite File NV E.'.Itate., low Proposed Lot W1, McKinley View Estates Platting Case No. S12587 Preliminary Septic Design for Viability NOT FOR CONSTRUCTION revised 31 August 2022 Assumptions: steep slopes deep trench due to slopes 4-bedroom house 1. Estimate Daily Flow Per DEC Installer's Manual for conventional on-site domestic wastewater treatment and disposal systems unit residence bedroom 150 gal/day/unit X 4 bedrooms =600 gpd 2. Septic Tank Sizing Per AMC 16.65.205 1-3 bedrooms = 1,000 gallons liquid capacity 4 bedrooms = 1,250 gallons liquid capacity 5 bedrooms = 1,500 gallons liquid capacity STEP tank + 250 gallons liquid capacity tank size = 4 bedrooms = 1,250 gallon tank require a 1,500 gallon tank minimum (12" L X 58" DIA) 3. Drainfield Sizing Per AMC 15.65.210 Table 6. AWWTS Effluent Application Rates I-Trench I-Bed II III 1-5 1.2 0.8 4 6 6-15 0.8 0.5 3 5 16-30 0.6 0.4 2 4 31-60 0.45 0.3 1 2 61-90 N/A N/A 0.5 1 90-120 N/A N/A 0.3 0.5 Observed Percolation Rate 5.3 minutes/inch Application Rate assumed Category II 3 gpd/sf 600 gpd/3gpd/sf =200 SF Soils Percolation Rate (min/inch) AWWTS Category Application Rate (gpd/sf) DEEP TRENCH DETAIL REENIGNELANOISSEFORPDERETSIG E R MELISSA A. BRANCH CE-11138 8/31/2022 BA R O N D R I V E ±84,575 S.F. ± 1.942 AC LOT W-2 ±57,135 S.F. ±1.312 AC LOT W-1 LAMPERT CIRCLE RE V I S I O N DA T E BY DE S C R I P T I O N DATE PN GRID SCALE ENGINEER DRAFTER 8/ 1 / 2 0 2 2 MA B LO T W - 1 R E V I S I O N S SHEET NUMBER SHEET TITLE MC K I N L E Y E S T A T E S 10.18.2021 44001 NW1459 AS SHOWN MAB MAB P.O. BOX 92946 ANCHORAGE, ALASKA 99509 907/360-0985 FO R P L A T T I N G P U R P O S E S O N L Y - N O T F O R C O N S T R U C T I O N LICENSE # 102525 PR E L I M I N A R Y S E P T I C S Y S T E M REEN IGNELANOISSEFORPDERETSIG E R MELISSA A. BRANCH CE-11138 8/31/2022 PRELIMINARY SEPTIC SYSTEM PLAN C1 NO T F O R C O N S T R U C T I O N 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 TEST HOLE 1 OR ORGANICS GM/SMI SILTY SAND AND GRAVEL WELL GRADED GW1SW GRAVEL AND SAND SOILS LOG - PERCOLATION TEST SLOPE x TH "IN BLOCK 2 P(TE PLAN r `.� I rJ r �, � j•.. _ �c nun• to � LOT' / •`. % ♦'`. +81St: ' \ LM TH _ 7. CAC+rt i•� �Od :'J ! �4 ttn i MA 85'925 WAS GROUND WATER BOH ENCOUNTERED? N IF YES, AT WHAT DEPTH? -DRY DEPTH TO WATER AFTER MONITORING? -DRY DATE: 10/26/2020 DATE PERFORMED: 10/19/2020 TION RATE SLOPE TH X READING DATE CLOCK TIME NET TIME WATER LEVEL READING NET DROP 1 0/19/202 11:24 __- 7.88 2 11:44:15 20.25 MIN 13.88 6.00 3 11:45 --. 7.88 4 11:55 10 MIN 10.06E2.5 11:55 -- 7.886 12:05 10 MIN 9.837 12:05 --- 7.888 12:15 10 MIN 9.78 1.90 9 12:15 y 7.88 t0 12:25 10 MIN 9.79 1.91 11. 12:25 .— 7.88 12 12:35 10 MIN 9.76 1.88 13 12:35 14 12.45 10 MIN 9.78 1.90 COMMENTS: Test hole excavated by NORTHERN UTILITIES PERFORMED BY: Dan Moran, I CERTIFY THAT THIS TEST WAS PERFORMED IN ACCORDANCE WITH ALL STATE AND MUNICIPAL UUIDLINES IN EFFF(T CSN TNF nnT� nG rwc rccT NOTES: SVC, 1. P ONE ENG SOILS REPORT V 1� v S LLC — P.O. 80X 102954 ANCHORAGE, AIC 99510 PHONE (907) 272-8218 FAX (907) 272-8211 McKINLEY VIEW ESTATES SUBDIVISION LOTS W-1 & W-2 OASIS WATER LLC SOILS LOG BARON DRIVE CHUGIAK, AK C7F �(�� ,411/3/2019 Dole Scale � NTS **%VA�eWW P.1.D. NOf051-792-27 f'anriotie W CE 8149 �� PERMIT N0. sxxxxxx She OF 2 1 2 3 4 5 6 7 8 9 10 11 12 13 14 is 16 17 18 TEST HOLE 2 OR ORGANICS GM/SMI SILTY SAND I AND GRAVEL WELL GRADED GW/SW GRAVEL AND ISAND BOH DATE PERFORMED: 10/1912020 IPEROLATION RATE WE SOILS LOG - PERCOLATION TEST SLOPE x TH 11fry ON woff 01119 -V u -Al % F ram lcl WAS GROUND WATER ENCOUNTERED? N IF YES, AT WHAT DEPTH? -DRY DEPTH TO WATER AFTER MONITORING? -DRY DATE: 10/26/2020 SLOPE 7H x READING SITE PLAN NET TIME WATER LEVEL READING NETDROP 10/19/202C 10:45 -T7109:45 6.00 TH-2 24.75 MIN -- F2,00 6.40 3 "N - 6.00 LOT W-2 Am'wmx - N 1 0� 10 MIN 7.88 1-88 11fry ON woff 01119 -V u -Al % F ram lcl WAS GROUND WATER ENCOUNTERED? N IF YES, AT WHAT DEPTH? -DRY DEPTH TO WATER AFTER MONITORING? -DRY DATE: 10/26/2020 SLOPE 7H x READING DATE CLOCK TIME NET TIME WATER LEVEL READING NETDROP 10/19/202C 10:45 -T7109:45 6.00 2 24.75 MIN -- F2,00 6.40 3 11:10 - 6.00 4 11:20 10 MIN 7.88 1-88 5 11:20 ... 6.00 -- a 6 11-30 10 MIN 7.69 1.69 7 11:30 --- 6.00 ..- 8 8 11:40 10 MIN 7.60 1.60_ 9 11:40 -1l --- 6.00 -- 10 �5O 10 MIN 7.54 1.54 11 .50 .00 12 12:00 10 MIN 7.53 1.53 13 12:00 -- 6.00 1 14 12:10 10 MIN 1 7.51 COMMENTS: Test hole excavated by NORTHERN UTILITIES PERFORMED BY: Dan Moran. I CERTIFY THAT THIS TEST WAS PERFORMED IN ACCORDANCE WITH ALL STATE AND MUNICfPAlGI -lInI IMI:q 1h) PI:rI:rT r)lll TUC nATE r1l .11 - NOTES: PA ONE ENG SVC, Dote SOILS REPORT LLC 01= A� N�� P.O. BOX 102954 ANCHORAGE, AK 99510 11/3/2019 PHONE (907) 272-8218 FAX (907) 272-8211 A NTS McKINLEY VIEW ESTATES SUBDIVISION P.I.D. NO LOTS W-1 & W-2 792-27 -e&t--ER OASIS WATER LLC CE 8149 PsMIT No. xxxxxx SOILS LOG BARON DRIVE ...... Sheet CHUGIAK, AK��®�� Q01- 2 OF 2 MATANUSKA ELECTRIC ASSOCIATION, INC. LETTER OF NON -OBJECTION Date: November 17, 2021 AMG, LLC 1712 Ship Ave Ave Anchorage, AK 99501 Atten: David L. McCabe Re: Tract W, McKinley View Estates Subdivision, Plat 82-225, Anchorage Recording District, Encroachment of septic drainage line in 75 ft. Power Transmission Line Easement. Dear David L. McCabe MEA has no objection to the encroachment of the septic drainage line located in the 75 ft. Power Transmission Line Easement, as shown on page 2 of the attached drawing dated October 18,2021, subject to the following conditions: 1. The improvement will in no way restrict or limit the current or future ability of MEA to fully enjoy the benefits of the easement for any and all utility purposes that it presently enjoys under the easement. 2. MEA will be held harmless by the landowner from liability for any and all damages or injury to any person or property that may result from the existing and future use of the easement by MEA, its contractors, or assigns. 3. MEA will be held harmless by the landowner for any and all liability arising out of or relating to any use of the easement by others under a Letter of Non -Objection. 4. The landowner will be liable for any damages caused to MEA facilities by the improvement in the easement. 5. The landowner will be responsible for any special construction costs incurred by MEA due to the improvement in the easement. 6. The landowner will assure compliance with all applicable safety codes relating to the improvement in the easement. 7. Use of this letter by the landowner, their successors or assigns will constitute acceptance of these conditions. 8. Alteration of these conditions shall invalidate this letter. 9. This letter is not effective unless it is recorded in the Anchorage Recording District before ownership of the referenced property is changed from the above-named landowner. Mannys A ,\ (` Land Services Man er\} j G x ii 31SAS Ld34 AYy—ea4d .� k et�i STATE OF ALASKA) SS - THIS IS TO CERTIFY that on thisIr _day of �• W3� 021, before me, the undersigned, a Notary Public in and for the State of Alaska, duly commissioned and sworn as such, personally appeared Manny Lopez. SR/WA, MEA Land Services Manager Known to me and to me known to be the individual(s) named in and who executed the foregoing instrument and acknowledged to me that heishe/they signed and sealed the same as a voluntary act and deed for the uses and purposes therein mentioned. IN WITNESS WHEREOF, 1 have bereunto set my hand and official seal the day and year first above written Notary public in and of Alask My commission expires b _ STATE OF ALASKA of I�yP�k Return to: MEA, PO Box 2929, Palmer, AK 99645 2