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HomeMy WebLinkAboutSEACLIFF BLK 1 LT 8k, X11- DaVISOWC)l UlNIficipaiity of Anchorage Department of Health and Human Services 825 "L" Street Rick Mysrrom, P.O. Box 196650 Anchorage, Alaska 99519-6650 Mayor 343-4744 November 14, 1994 Mr. R. J. Rhodes Box 1947 Anchorage, AK 99510 Subject: Lot #8 Block #1 Seacliff Subdivision Permit #SW930385, Parcel ID #011-221-09 Dear Mr. Rhodes: dhh5 The subject permit, issued September 22, 1993 by this office for a single family well and/or on- site wastewater system, has expired as of September 22, 1994. A new permit must be obtained from this office for a well and/or on-site wastewater system NOT installed by the expiration date. If you have drilled the well, a well log must be sent to this office for documentation of the installation and to close the permit. If the on-site wastewater system has been completed and a licensed Professional Engineer has inspected the installation of the on-site wastewater system, the original as -built inspection report must be sent to this office for review, approval and docu mentation. All inspection reports must be submitted within 30 days of construction completion. When applying for a new permit, the fees are: $320.00 for an on-site wastewater permit; $120.00 for a well permit and $440.00 for a combined on-site wastewater and well permit. If you have any questions, please call this office at 343-4744. Sincerely, �eS 1I James Cross, P.E. Program Manager On -Site Services JC/kb cc: Michael Anderson, P.E. MUNICIPALITY OF ANCHORAGE DEPARTMENT OF HEALTH AND HUMAN SERVICES P.O. BOX 196650, 825 "L" STREET, ROOM 502 ANCHORAGE, ALASKA 99519-6650 ON-SITE WASTEWATER DISPOSAL SYSTEM PERMIT PERMIT NUMBER:SW930385 DESIGN ENGINEER:ANDERSON ENGINEERING OWNER NAME:RHODES R J & CLARA A OWNER ADDRESS:BOX 1947 ANCHORAGE, AK 99510 PARCEL ID:01122109 LEGAL DESCRIPTION: SEACLIFF BLK 1 LT LOT SIZE: 15000 (SQ. FT.) NUMBER OF BEDROOMS: 4 THIS PERMIT: 4 n THIS PERMIT IS FOR THE CONTRUCTION OF: DISPOSAL FIELD /SEPTIC TANK SYSTEM ALL CONSTRUCTION MUST BE IN ACCORDANCE WITH: PAGE 1 OF 1 DATE ISSUED: 9/22/93 EXPIRATION DATE: 9/22/94 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 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: ISSUED BY: DATE: lop z � DATE: �� c ANDERSON ENGINEERING P.O. BOX 240773 ANCHORAGE, ALASKA 99524 September 15, 1993 Municipality of Anchorage Department of Heath & Human Services 825 "L" Street Anchorage, AK 99502-0650 Subject: Lot 8, Block 1, Sea Cliff Subdivision Septic System Design Impacts to Adjacent Properties Dear On Site Services Engineer: Soils encountered in the testhole excavations on the subject lot are ideal for an onsite septic system. In addition, the lot is served by a community water system eliminating any separation problems. If the system is constructed in accordance with the attached design the following statements can be made: 1. The system, if constructed as designed, will have no adverse impact on the wells currently in use or those to be constructed in the future. 2. The system, if constructed as designed, will have no adverse impact on existing septic systems in the area or those to be constructed in the future. 3. The system, if constructed as designed, will have no adverse impact on reserved space, either surface or subsurface, on any lots located in the area. 4. The system, if constructed as designed, will have no adverse impact on drainage patterns in the area. Sincerely, f e Michael E. Anderson, P.E. _pcCol., "< pi,clErso ° w f"Ich Uel �"`SiC`2rs�ayw�`Gv SHEET NO. Of CALCULATED BY DATE 3 CHECKED BY DATE �-+o® oa y6 G Cd O•Oa O oe O 00 OJ CO� 'tMi hack E. tlndees n 4361 -C 4 _..__.:...... ___ _. _ _ (^ 9oe. arc _ _ i __. ,. .. .:f�.,, Looe c� �..-c1➢. rnun.�� ars �xq�mel no- �r+auol Ua rc, awan, v¢ ri��i. iuuurnvz �wime[ iau[neuu SHEET NO. OF CALCULATED BY— / DATE CHECKED BY DATE PNODIIGE 241(5N* S*Z) 205.1 (POW) Ua N, GMM MM 01471.740fdU MM MU FREE 14*U5M DESIGN FACTORS: SYSTEM REQUIREMENTS: Four Bedroom Home Shallow Trench System Percolation Rate: 2 Min./Inch 1250 Gallon Septic Tank Application Rate: 1.2 GPD/SF 3' Gravel Below Pipe (4 Bdrms. X 150 GPD) / 1.2 GPD/SF = 500 SF 500 SF / 5' (Trech Width) X .58 (Red. Factor) = 58 LF Therefore: Construct One Shallow Trench 58 LF with 3' Gravel Beneath Distribution Pipe. Gt-M C" /VA-ru>za L. 6404�F-1", lit• l/.� ���� i�.� /ii � rr ° T;;414- L 0' Ct.�aOVr V, &OFE A 0 P )r4TLE I2- PZRr-0"7Cb 6CL.0 J 3 Orr C?�UtjD, SOL -40 A50Jc N1o��ro�TgLr �2giNntac-. _ b' Jb i ' V rr _ �c.44...V��IO� Alt) -SCA LAr- /qi Aju el 'r` Michael E. Anderson 4381-E V, &OFE ©ass rx j � p ` Municipality of Anchorage DEPARTMENT OF HEALTH & HUMAN SERVICES 825 "L" Street, Anchorage, Alaska 99502-0650 SOILS LOG — PERCOLATION TEST -,-n . h PERFORMED FOR: -DATE IiY L/fy 1, DATE P; jwj #imq B .G � Q rh, 1 '�/ / ��y UPh0i LEGAL DESCRIPTION: , CTownship, Range, Section: SLOPA SITE PLAN 1 �1� EET) I rr 2 (J ¢ D •I ENCOUNTERED? A — F e.. S 8 •ja DEPTH? 4 • a ; E Depth to Water Atter Monitoring? t y? L 9 , 5 t oq 0 10- 11 11 w J 7 16 oa ENCOUNTERED? A — F e.. S 8 •ja DEPTH? P E Depth to Water Atter Monitoring? t a' -'q• a 9 t oq 0 10- 11 11 w J �YY 12 3 13- 14 14- 15- 15 16 171 1 18I 19 WAS GROUND WATER ENCOUNTERED? A — F S IF YES, AT WHAT �� L 0 DEPTH? P E Depth to Water Atter Monitoring? t Date: 20 -{ I cul PERCOLATION RATE 7Y� (minutes/inch) PERC HOLE DIAMETER —� TEST RUN BETWEEN)y f� FT AND /y FT COMMENTS / OWD OZ PA'6St)1H -T PM'D✓L 70 —M.&77 nl L - PERFORMED BY: I� yCl TIFY THAT THIS TEST WAS PERFORMED IN ACCORDANCE WITH ALL STATE AND MUNICIPAL GUIDELINES IN EFFECT ON THIS DATE. DATE: 72-008 (Rev. 4/85) 0 PERFORMED LEGAL DESCRIPTI 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 Municipality of Anchorage DEPARTMENT OF HEALTH & HUMAN SERVICES 825 "L" Street, Anchorage, Alaska 99502-0650 SOILS LOG - PERCOLATION TEST Township, Range, Section: SLOPE WAS GROUND WATER ENCOUNTERED? IF YES, AT WHAT DEPTH? Depth to Water After Monitoring? Ay PERCOLATION RATE �1� (minutes/inch) PERC HOLE DIAMETER 4t TEST RUN BETWEENy FT AND 17 FT COMMENTS PERFORMED BY: I ERTIFY THAT THIS TETErST WAS PERFORMED IN ACCORDANCE WITH ALLSTATE AND MUNICIPAL GUIDELINES IN EFFECT ON THIS DATE. DATE: 72-008 (Rev. 4/85)