T15N R1W SEC 8 LT 189
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HomeMy WebLinkAboutT15N R1W SEC 8 LT 121T15N R1W Sec 8 Lot 121 051-151-03 PAGE 1 OF MUNICIPALITY OF ANCHORAGE DEPARTMENT OF HEALTH AND HUMAN SERVICES P.O. BOX 196650, 825 "L" STREET, ROOM 502 ANCHOP~AGE, ALASKA 99519-66!50 ON-SITE WELL AND WASTEWATER DISPOSAL SYSTEM PERMIT PERMIT NUMBER:SW940114 DESIGN ENGINEER:S & S ENGINEERING OWNER NAME:LOFGREN DON OWNER ADDRESS:24121 HEARTHSTONE CHUGIAK, AK 99567-6201 DATE ISSUED: 5/04/94 EXPIRATION DATE: 5/04/95 PARCEL ID:05115103 LEGAL DESCRIPTION: T15N R1W SEC 8 LT 121 LOT SIZE: 108900 (SQ. FT.) NUtV~SER OF BEDROOMS: 4 THIS PERMIT: 4 THIS PERMIT IS FOR THE CONTRUCTION OF: DISPOSAL FIELD /SEPTIC TANK / WELL SYSTEM ALL CONSTRUCTION MUST BE IN ACCORDANCE WITH: 1. THE ATTACHED APPROVED DESIGN. 2. ALIa 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 (iSAAC80). 3. THE ENGINEER MUST NOTIFY DHHS AT LEAST 2 HOURS PRIOR TO EACH INSPECTION. PROVIDE NOTIFICATION BY CALLING 343-4744 OR 343-4681 AFTER BUSINESS HOURS 4. FROM OCTOBER 15 TO APRIL 15 A SUBSURFACE SOIL ABSORPTION SYSTEM UNDER CONSTRUCTION DURING FREEZING WEATHER MUST BE EITHER: A. OPENED AND CLOSED ON THE SAME DAY B. COVERED, SEALED AND HEATED TO PREVENT FREEZING 5. THE FOLLOWING SPECIAL PROVISIONS. SPECIAL PROVISIONS RECEIVED BY:_ / ROBERT SHAFFR, P.F. ROGER SHAFER, P.E. April 29, 1994 CIVIL ENGINEERS (907) 694-2979 FAX 694-1211 HEALTN AUTHORITY APPROVALS SEWER & WATER MAIN EXTENSIONS SEWER & WATER INSPECTION ENGINI-:ER[NG STUDtES AND REPORTS WELL INSPECTION & FLOW TEST ROAD DESIGN PERCOLATION TEST STRUCTURAL& MECHANICAL INSPECTIONS Municipality of Anchorage DEPARTMENT OF HEALTH AND HUMAN SERVICES 825 'L' Street P.O. Box 196650 Anchorage, Alaska 99519-6650 REFERENCE: Gov't Lot 121, Sec.8, T15N, R1W Request you issue a permit to drill a well and isstall a septic system to serve the proposed four bedroom house on the referenced property. Test holes were excavated and percolation tests performed. The approximate locations of the test holes are located on the attached site plan. The monitoring tubes within the test holes have been checked and found to be dry. This property has enough area for a future septic upgrade which can be seen on the attached site plan. We do not anticipate any adverse effects on neighboring properties by the installation of the proposed septic system. If you have any questions, or require additional information .~o~ A. Shafer, ~S/LSU/jk for your ON SITE WASTE WATER DISPOSAL SYSTEM DESIGN 17034 NORTH EAGLE RIVI--R LOOP o SUITE 204 · EAGL. E RIVER, ALASKA 99577 3N¥9 X~3M08 ~J3ddFI N¥ld 311S Municipality of Anchorage DEPARTMENT OF HEALTH & HUMAN SERVICES 825 "L" Street, Anchorage, Alaska 99502-0650 SOILS LOG -- PEFICOLATION TEST PERFORMED FOR: ~"~c~r~ LEGAl. DESCRIPTION:_~"~U'T ~I3'~' /~l~E~J~l'Tl~hJ/~wnship, Range, Section: SLOPE 2 3 4 5 6 7 8 9 10 11 12 13 14- 15- 16- 17- 18- 19- 20- COMMENTS PERFORMED BY: WAS GROUND WATER ENCOUNTERED? S IF YES, AT WHAT DEPTH? p E SITE PLAN Reading Date Gross Net Depth to Net Time Time Water Drop CERTIFY THAT THIS TEST WAS PERFORMED IN 17034 Eagle River Loop Road Eagle River, Alaska ~957'1 ACCORDANCE WITH ALL STATE AN[) MUNICIPAL GUIDELINFS IN EFFECT ON TH~S DATE. DATE: 72-008 (Rev. 4~85) ENGINEER'S SEAL) ~ Municipality of Anchorage 825 L Street Anchorage Alaska 99502-0650 L~6AL BESCRmT~ON:~ ~--~ /~ * ~/ ~/ Township, Range, Section: · I SLOPE SITE PLAN 8 9- 10- 11 13 14 15 16 17 18 19 20 WASGROUNDWATER ~,.~ ENCOUNTERED? S IF YES, AT WHAT ~ ~ DEPTH? p E Monitoring? .Vi'-4(' _ , Gross Net Depth to Net Reading Date Time Time Water Drop .,/_J _- -- 10 ~oo /~,~,. ~/~ Y~" _ : ~o ~g ,, ~'(~" ~/~" _ : ~ S 15~ ' ff ~ " ~ PERCOLATION RATE ~( /~nch) PERC HOLE DIAMETER TEST RU..ETWEEN '~/---/o ¢ ~T./ CERTIFY THAT THIS TEST WAS PERFORMED IN COMMENTS S & S ENGINEERING 17u;~¢I t:agle Rlwr Luop PERFORMED BY: ~,*'!IA Diver, Alaska 99577 ~ ///, ACCORDANCE WITH ALL'STATE AND MUNICIPAL GUIDELINES IN F~FEG 72-008 {Rev, 4/85) N THIS DATE. DATE[: