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Home My WebLink AboutRIVER VIEW ESTATES BLK 7 LT 1 Rick Mystrom, Mayor Municipali of Anchorage Department of Health and Human Services 825 "L" Street P.O. Box 196650 Anchorage, Alaska 99519-6650 343-4744 November 14, 1994 Ms.. Dolia Lopes-Gomes 327 E. 15th Avenue Anchorage, AK 99501 Subject: Lot #1 Block #7 Riverview Estates Pen-nit #SW930353, Parcel [D #050-791-01 Dear Ms.. Lopes-Gomes: The subject permit, issued September 10, 1993 by this office for a single family well and/or on- site wastewater system, has expired as of September 10, 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 documentation. All inspectioo 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. ff you have any questions, please call this office at 343-4744. Sincerely, James Cross, P.E. Program Manager On-Site Services JC/kb cc: Mark Pearson, P.E. PAGE 1 OF 1 MUNICIPALITY OF ANCHORAGE DEPARTMENT OF HEALTH AND HUMAN SERVICES P.O. BOX 196650, 825 "L" STREET, ROOM 502 ANCHORAGE, ALASKA 99519-6650 ON-SITE WELL AND NASTEWATER DISPOSAL SYSTEM PERMIT PERMIT NUMBER:SW930353 DESIGN ENGINEER:MOUNTAIN ENGINEERING OWNER NAME:LOPES-GOMES DOLIA MARIA OWNER ADDRESS:327 E. 15TH AVE ANCHORAGE, AK 99501 DATE ISSUED: 9/10/93 EXPIRATION DATE: 9/10/94 PARCEL ID:05079101 LEGAL DESCRIPTION: RIVERVIEW ESTATES BLK 1 7 LT LOT SIZE: 40050 (SQ. FT.) NUMBER OF BEDROOMS: 4 THIS PERMIT: 4 THIS PERMIT IS FOR THE CONTRUCTION OF: DISPOSAL FIELD /SEPTIC TANK / NELL SYSTEM ALL CONSTRUCTION MUST 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 (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: DATE: DATE: DESIGN CRITERIA AND NOTES Project Scope: Well and On-Site Septic System Design Legal Description: Riverview Estates, Lot 1, Block 7 Date of Report: August 12, 1993 DESIGN CRITERIA This design is for a four (4) bedroom single-family residential on-site well and septic system. Two test holes were excavated at locations indicated on the attached site plan. Percolation rates were 3.2 min/inch and 8.3 min/inch for Test Holes #1 and #2 respectively. Water was not encountered during the testing, nor six days into the monitoring period. Based on four bedrooms, the daily design flow is 4 X 150, or 600 gallons/day. The application rates are 1.2 and .8 gpd/SF respectively. The required area is thus 600/1.2, or 500 SF. We have selected an area for the drainfield down-gradient from the proposed house. The bottom of the drainfield (bottom of the washed rock) will be at a maximum depth of 12 FT below existing grade. The septic tank will be a 1,250 gallon steel septic tank, with two compartments, Anchorage Tank or pre-approved equal. The lot slopes generally downhill to the north, with no significant reaches of greater than 5% slope. MOUNTAIN ENGINEERING Mark Pearson, P.E. 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 2O COMMENTS Municipality of Anchorage DEPARTMENT OF HEALTH & HUMAN SERVICES 825 "L' Street, Anchorage, Alaska 99502-0650 SOILS LOG -- PERCOLATION TEST PEARSON Township, Range, Section: SLOPE WAS GROUND WATER ENCOUNTERED? SITE PLAN S L IF YES, ATWHAT O DEPTH? .P E Depth to Water Aller ~4oniloring? Date: ~14-~ Reading Date Gross Net Depth to Net Time Time Water Drop PERCOLATION RATE ?~° -- (mmutes/mchl PERC HOLE DIAMETER __ TEST RUN BETWEEN '~ FT AND ~ FT - t, ACCORDANCE WITH ALL STATE AND MUNICIPAL GUIDELINES IN EFFECT ON THIS DATE. DATE: 72-008 (Rev. 4/85) PERFORMED FOR: Municipality of Anchorage DEPARTMENT OF HEALTH & HUMAN SERVICES 825 "L" Street, Anchorage, Alaska 99502-0650 SOILS LOG -- PERCOLATION TEST 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15- 16 17 18 19 2O COMMENTS Township, Range, Section: SLOPE SITE PLAN WAS GROUND WATER ENCOUNTERED? s L IF YES, AT WHAT O DEPTH? p E Oeptll to Water After Reading Date Gross Net Depth to Net Time Time Water Drop PERCOLATION RATE ~'"~'~ (minutes/tach) PERC HOLE DIAMETER TESTRUN BETWEEN ~ FTAND /~L FT PERFORMED BY: ~ ~--'~"~'- ~'~ I ~V~-~ ~,'~ CERTIFY THAT THIS TEST WAS PERFORMED IN A 'f'V~/~g" ~~ CCORDANCE WITH ALL STATE AND MUNiCiPAL GUiDELiNES iN EFFECT ON THIS DATE. DATE: 72-008 (Rev. 4/85)