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Home My WebLink AboutT12N R2W SEC 30 E2NW4NW4NE4SE4 Rick Mystrom, Mayor Municipality of Ancho 'age Department of Health and Human Services 825 "L" Street P.O. Box 196650 Anchorage, Alaska 99519-6650 343--4744 September 20, 1995 E J E Schuster 13244 Alpweg ' Anchorage, Alaska 99516 6935 Subject: T12N R2W Section ~-F~ NW~ NW~ NE~ SE~ Permit ~SW940351, PID ~021-022-04 The subject permit, issued September 20, 1994 by this office for a single family well and/or on-site wastewater system, has expired as of September 20, 1995. 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 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 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. S~rely, p.~ Program Manager On-site Services enc: Copy of Permit cc: Tobben Spurkland, 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 (UPGRADE) PERMIT NUIV~ER:SW940351 DESIGN ENGINEER:TOBBEN SPURKLAND, P.E. OWNER NAME:SCHUSTER E J E OWNER ADDRESS:13244 ALPWEG ANCHORAGE, ALASKA 99516 PAGE 1 OF olz j , PERMIT DATE ISSUED: 9/20/94 EXPIRATION DATE: 9/20/95 PARCEL ID:02102204 LEGAL DESCRIPTION: T12N R2W SEC 30 E2NW4NW4NE4SE4 LOT SIZE: 54450 (SQ. FT.) NLrMBER OF BEDROOMS: 4 THIS PERMIT: 4 THIS PERMIT IS FOR THE CONTRUCTION OF: DISPOSAL FIELD /SEPTIC TANK 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 (18AACS0) . 3. THE ENGINEER MUST NOTIFY DHHS AT LEAST 2 HOURS PRIOR TO EACH INSPECTION. PROVIDE NOTIFIC~PION BY CALLING 343-4744 (24 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: THE ATTACHED PROPERTY OWNER AGREEMENT IS PART OF THIS PERMIT DATE: DATE: 10'-3 T.SPURKLAND P.E. 203 W. 15th. AVE. SUITE 203 ANCHORAGE, ALASKA 99501 (907) 279-3916 Fax (907)-276-6013 Municipality of Anchorage Division of Environmental Health Department of Health and Social Services 820 1 Street Anchorage, Alaska 99501 Subject: Septic System Upgrade Permit SE1/4,NE1/4, SE1/4, Sec. 30, T12N, R2W MUNICIPALity OF ANCHOret: ENVIRONMENTAL 'SERVIcEs DIVI'SION AUG 3 '1 1994 RECEIVED August 31, 1994 Gentlemen; A permit was issued for this property on August 13, 1992. Permit # 920229. The permit was for a standard septic system consisting of a three 5-wide trenches. The design was based on testholes showing bedrock at 6 -7 feet. When the system was to be installed it was found that the depth to bedrock varied between 3 and 4 feet. The project was then abandoned and a request dated September 6, 1993 was made to the Health Depm~tment for concept approval for an "Orenco Sand Filter". No response was made to this request. My client want to upgrade this property and is submitting a request for permission to install an Orenco System. Due to the topography of the lot a 12 x 30 sandfilter is proposed. Provisions have been made to obtain the required separation to bedrock by importing Lake Otis Gravel when and where required. Please review the attached plans. Yours ~T~:~Xbet~ Spu~ c/c Edmund Schuster Id n;.'; : t ora Dept, Heahh & ~Lu'nar Setvtc;es 1 T.SPURKLAND P.E. 203 W 15th. Avenue, Suite 203 ANCHORAGE, ALASKA 99501 (907) 279-3916 Fax (907)-276-6013 SEPTIC SYSTEM DESIGN SE1/4, NE1/4, SE1/4, SEC. 30, T12N R2W EDMUND J. E. SCHUSTER Bedrock at 4 f. Use Orenco Sand Filter Soil Rating. From test 7/17/80, 7/29/92 8 rain/in = 4 gal / sq. ft. No. of Bedrooms 4 Required Area per Bedroom: 150/4 = 37.5 sq,ft.. Total area required: 4 x 37.5 150 sq. ft. Use 5-Wide Trench Length of trench 150 / 5 - 30 [ft.] SYSTEM CONFIGURATION ORENCO SAND FILTER 1500 GAL. STEP TANK 5-FT. WIDE ABSORPTION TRENCH 30 FT, LONG .5 FT EFFECTIVE ROCK DEPTH. The installation of this septic system will not prevent wells fi'om be installed on the adjacent lots. There are no developed or natural surface / sub sarface drainage courses on this or the adjacent lots. The proposed septic system will aot change the general slope of the area. Ponding and/or concentration of surface runoff will not result from this installation. Septic System Design SEll4, NEll4, SEI/4, SF, C. 30, TI2N P,2W PERFORMED FOR: Municipality of Anchorage DEPARTMENT OF HEALTH & HUMAN SERVICES 825 "L" Street, Anchorage, Alaska 99502-0650 SOILS LO(; -- PERCOLATION TEST 1 2 3- 4 5 6 7 8 9- 10 11 12 13 14- 15- 16 17 18 19 20 DATE PERFORMED~ 't'~/'/~2~ Township, Range, Section: -~-J¢'~l~ ¢2 ~ SiT[ PLAN SLOPE I N ENCOUNTERED? IF YES, AT WHAT DEPTH? Depth to Water AfterI Monilerin§? C-L ~" ~__ Date: Gross Net Depth to Net Reading Date Time Time Water Drop PERCOLATION RATE ~,~'- [mmutes/~nch) PERC HOLE DIAMETER '~ // TEST RUN BETWEEN ¢2. FT AND ¢,~/~ FT COMMENTS PERFORMED BY: ~ ~'~ I ~ ~ CERTIFY THAT THIS TEST WAS PERFORMED tN ACCORDANCE WITH ALL STATE AND MUNICIPAL GUIDELINES IN EFFECT ON THIS DATE. DATE: //~"~-~ ~ r t J ~ ')~ 72-008 (Rev. 4/85) N ND i/ELLS k/ITHIN £00 KEEl PROPOSED SEPTIC SYSTEM EXCEPT file ITNF SHI]TIVN l~ ~_~, sthoL~ fll #3 ?0 0 30 60 90 I20 SCALE: 1" = 60 f T. 180 I 9r°/~1 rood ~ SPURI(LAND P.E.~F[ ql,?l/4 205 W ISTH. AVENUE J [--'" ' SM/4, ~EC. 80, T12N R2ff GLEN ALPS EDA4UND SCHUSTER SEPTIC SYSTE~I DESIGN DATE: AUGUST 20, 1994 SHEET; 1/~ GRID.'2942 I '~ ~lr,£~e £~,eld See 3/4~ ScM -4~ 7 1/4 4~Hf~d Ty~t TOP VI2'~7 USE TREATED LU~tBER 3xlR on I6' · .~/4" Washed Rock ~ - "Washed ~oc~ ~' / 6" ml¢¢e F/I/er Sand ~ ~3/4" PVC, Holes Pail#in9 Up ,STDE VIEE Lateral and Ortifice ShiMd Woo~ spuRI<u~¥~FF ~os w lST~. ~w~u~ II ANCH. AK. 99501 LL SE1/4, NE~/4, Sm/4, SEC, $o r~2N R2W SEPTIC SYSTEMDESI'-~'"~"~N-- 18x20 SAND I,TLTER EDMUND SCHUSTER J0.00 fl o DIdIN?I£12 5 FT WIDE $0 FT LONG 1 FT OF ROCK I FT TOTAL DEPTH 5 FT OF COVER \0 'p ~ Sample Access. 8-Inch Sump O o 5,00 fl 1500 GAL STEP TANK W/TH 2-INCHES OF INSULATION 4-" To Field .--8" Sump ~ 8" Tee SAMPLING PORT NO SCALE 1500 Col STEP ] 12" Sa BENCH MARK: 4" Disffibullon 2 FT. WIN Mirofi 140 ~ // ~edrock Loke OBs "Grovel" / ~ · , , ~ SEPTIC SYSTEM DESIGN 'OBBEN SPURKLAND P.-~', Frsl,~j/4 N~J/4 $~1/4, SEC 30 T]~ ~ 205 WlSth Ave I ]~' / ' / ' / ' ] ] DATE: AUGUSf 20, 1994 Anchora e Ak 99501 EDMUND SCHUSTER SHEET: 5 5 G. RID: 2942 GRE! !R ANCHORAGE AREA BOR Department of Environment Quality 3500 Tudor Road Anchorage, Alaska 99507 'IGH INSPECTION REPORT ON-SITE SEWAGE DISPOSAL SYSTEM LOC^T,ON SEPTIC TANK: DISTANCE FROM WE EL//(, INSIDE LENGTH MANUFACTURER INSIDE WIDTH__ MATERIAL NUMBER OF COMPARTMENTS LIQUID DEPTH LIQUID CAPAC I TV/('"00 OGAL LON S. TILE DRAIN FIELD: D,STANCE FROM WELL O" POUND^T,ON -/';') NUMBER OF LINES ]/ DISTANCE BETWEEN LINES ABSORPTION AREA_ .'~'7'-'%~/ SQ. FT. LENGTH OF EACH LINE DEPTH: TOP OF TILE TO FINISH GRADE ,:::~) /__.MATERIALDEPTFI OF FILTER BENEATH TILE_ / TOTAL LEN GTI-t ,,~.. NEAREST LOT LINE.:~' tO/z'") OF LINES ~ TRENCH WIDTI~~/O IN. TOTAL EFFECTIVE IN. ABOVE TILE ~ IN, WELL: CONSTRUCTION DEPTH DISTANCE FROM: BUILDING NEAREST NEAREST FOUNDATION---- LOT LINE SEWER LINE__ CESSPOOL ~ OTHER SOURCES APPROVED__ DISAPPROVED REMARKS SEPTIC [ SEEPAGE '¥ANK~ SYSTEM DISTANCES: SEWER LINE DEPTH: '/~'S-P/~/1'~/~' PIPE MATERIAL:- LOT SLOPE: %' DIAGRAM OF SYSTEM GREATEk ANCHORAGE AREA BOROUGH DEPAR-FMENT OF ENVIRONMENTAl. QUALITY 3330 "C' S~reet ANCltORAGE~ ALASKA 99503 Case # Performed For ': ' ~" .... '~i~ -~.~(%Ic~_ Dated Perfo~me¢l__ Legal Description: Lot Block .......... Subdivision This Form Reports Soils I_o9__/ Perco'l~tion T~st - Soil Test Must Be LoDged To 4' Below Proposed Seepage System Depth Feet 2-- 4-- 5-- 6-- 8-- 9-- 10- ll-- Soil Characteristics Was Ground Water Encountered? If Yes, At What Depth? Reading Date Gross Time Net Time Depth to Net Pro~ Percolation Rat(; Minute Proposed Installation: Seepage Pit Drain Field Depth of Inlet Depth to Bottom of Pit or Trencl~ C 0 M M E N T S: __~_'._(~ L,~ ~,' ~F~ Test Performed BY /zq~b~,~,~ -~, ~'/~ ( I)ate Certified BY: Da te: