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HomeMy WebLinkAboutT12N R2W SEC 30 SE4NE4NW4SE4 Municipality of Anchorage page DEPARTMENT OF HEALTH AND HUMAN SERVICES ENVIRONMENTAL SERVICES DIVISION P.O. Box 196650 · Anchorage, Alaska 99519-6650 · Telephone: 343-4744 On-Site Wastewater Disposal System and/or Well Inspection Report .~;,~,, Permit Number: -~:3~/ o~ O-O q~ PID Number: Name: ~(%~%~t ~ O~ ~ Wastewater System: D New ~ Upgrade Address: ~ ~) ~ ~.~ ABSORPTION FIELD Phone: INo o, 8~drooms: ~OeepTrench ~hallowTrench ~Bed ~Mound ~Other LEGAL DESCRIPTION so,,.~,,.~: ~/ GPD/~ TotalDeplh from~r~gina 9 add Township:~ ~II ~ ~ Fill added above original grade:~ I Fl Gravel lengd]: ~O J FL WELL: D New D Upgrade Oravelwidth' ~-- Et ]I ff~elwoenfinos: FL Driller: Dale Drilled: SI,ti0 Water Lo~OI:FL Inst~ller: ¢ ; --~ Yield: ~ Pump Set at: [ Casing He,ght Above Ground: GPM FI FI TANK SEPARATION DISTANCES r; so~,~ ~: ~o~dd~ ~S.~ ~ P WeN } ~' '~ / ':~ ~ Malarial: ¢ L~ Number °' C°mpartments: Surface Water II[ NC LIFT STATION Foundation ~ + ~ 'Pump on" level~ ~,alI~ "Pump off'~/levell~ at:I~ High water ~- alarm~lah Curtain Pump Make & Model Remarks: BENCH MARl( , ~ ENGINEERIS SEAL Inspections performed by: ~ Dates: 1st Department of Health and Human Services approval Reviewed and approved by: Date: ~ ~. :¢,% ,.. ~ SEPTIC 2Y2TEM ~XCEP[ THE ~NE 5~W~ 30 O 30 60 90 120 SCALD /~ = 60 FZ TOBBEN SPURKLAND P.E. 203 W 15TH. AVENUE AK. 99501 OLEN ALPS EDMUND SCHUSTER T12N R2'i? II SEPTIC SYSTEM AS BUILT II DATE: JULY 27, 1996 SHEEr., 2/5 OR/D: 2942 2x4 FRAkNNG 1/2" PLYWOOD B' INSULATION NEOPRENE LINER ALL WOOD PREBURE TREATED 0 Somple Access, B-Inch Sump DRAIN£I£LD 5 FT WIDE 50 FT LONG 1 FT OF ROCK 1 FT TOTAL DEPTH 2 Fl- LAKE OTIS GRAVEL 5 FT OF COVER 1500 GAL STEP TANK WITH 2 INCHES OF INSULATION I© <q 8" Sump 4" From Filler II ~B. I7 ~q~ ~-" To Eield 77. 66 SAtdPL/NG PORT NO SCALE 92~L 1500 Gal STEP --85. 05 PEA SAND PEA ~AIR LINE INTERkUTTANT SAND FILTER ITOBBEN SPURKLAND P.E. 205 W151h Ave Anchoraae Ak 99501 279-59~ 7B, 14 GROUND GROUND 81~ INK ELEK 77.4 76,9 ~ 75 ~ BEDROCK 5 - WIDE OR.4 IN£1£1 Q S'E1/4, S~6: 30 T12N EDMUND SCHUSTER BENCH MARK: FOUNDATION NW CORNER ASSUMED ELEV. 100.00 FT SEP~C SYSTEM AS B~LT DATE: JULY 2~ 1996 SHEEb 5//5 GRID:2942 6732 E. 99th Ave. · Anchorage, Alaska 99516 Phone: 346-1812 · Fax: 346-1828 August 1, 1996 To Whom It May Coneorn~ The lift station located at 13366 Sunshine Loop ~gas w£r'ed according to code requirement and manufactures specifications. ~ane Saggs, Pres. Great ]',and Electrics'[ Contractors, ]~c. Contractors. Lic. #19379 Muni Lie. # 98~0389 Bus. Lic. 71 BL 104301 PAGE i OF 2 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 PERMIT NUMBER:SW960095 DESIGN ENGINEER:TOBBEN SPURKLAND, OWNER NAME:SCHUSTER EDMUND J E OWNER ADDRESS: P.E. DATE ISSUED: 6/03/96 EXPIRATION DATE: 6/03/97 PARCEL ID:02102216 LEGAL DESCRIPTION: T12N R2W SEC 30 SE4NE4NW4SE4 LOT SIZE: 108900 (SQ. FT.) NUMBER OF BEDROOMS: 4 THIS PERMIT: 4 THIS PERMIT IS FOR THE CONSTRUCTION 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 NOTIFICATION BY CALLING 343-4744 ( 24 HOURS ) (NOT REQUIRED FOR WELL ONLY PERMIT) 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: 1. ATTACHED MATERIAL SPECIFICATIONS AND CONSTRUCTION GUIDE- LINES SHALL BE STRICTLY ADHERED TO. 2. AIR COMPRESSOR PUMP SHALL BE LOCATED IN AN AREA OR ENCLOSURE SUCH THAT AMBIENT AIR IS NOT INJECTED INTO THE FILTER. 3. THIS OFFICE SHALL BE PRESENT TO WITNESS CONSTRUCTION WHEN: 1. FILTER BOX IS CONSTRUCTED AND LEVELING COURSE IS IN PLACE READY FOR THE LINER TO BE INSTALLED; 2. PEA GRAVEL AND 6 INCHES OF SAND ARE IN PLACE AND AIR LINE IS IN PLACE; 3. ALL SAND IS IN PLACE AND GRAVEL IS IN PLACE WITH DISTRIBUTION SYSTEM IN PLACE READY FOR PUMP TEST. RECEIVED BY: DATE: ISSUED BY: DATE: 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 NUMBER:SW960095 DESIGN ENGINEER:TOBBEN SPURKLAND, P.E. OWNER NAME:SCHUSTER E J E OWNER ADDRESS:13244 ALPWEG ANCHORAGE, ALASKA 99516 PAGE 1 OF 2 ~ /~' (UPGRADE) PERMIT DATE ISSUED: 6/03]96 EXPIRATION DATE: 6/03/97 PARCEL ID:02102204 LEGAL DESCRIPTION: T12N R2W SEC 30 E2NW4NW4NE4SE4 LOT SIZE: 108900 (SQ. FT.) NUMBER OF BEDROOMS: 4 THIS PERMIT: 4 THIS PERMIT IS FOR THE CONSTRUCTION OF: DISPOSAL FIELD /SEPTIC TANK SYSTEM ALL CONSTRUCTION MUST BE IN ACCORDANCE WITH: 2 3 4 THE ATTACHED APPROVED DESIGN. 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 (iSAACS0) . THE ENGINEER MUST NOTIFY DHHS AT LEAST 2 HOURS PRIOR TO EACH INSPECTION. PROVIDE NOTIFICATION BY CALLING 343-4744 ( 24 HOURS ) (NOT REQUIRED FOR WELL ONLY PERMIT) FROM OCTOBER 15 TO APRIL ].5 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 THE FOLLOWING SPECIAL PROVISIONS. SPECIAL PROVISIONS: 1. ATTACHED MATERIAL SPECIFICATIONS AND CONSTRUCTION GUIDE- LINES SHALL BE STRICTLY ADHERED TO. 2. AIR COMPRESSOR PUMP SHALL BE LOCATED IN AN AREA OR ENCLOSURE SUCH THAT AMBIENT AIR IS NOT INJECTED INTO THE .F_I_LT_ER .......... 3. THIS OFFICE SHALL BE PRESENT TO WITNESS CONSTRUCTION WHEN: 1. FILTER BOX IS CONSTRUCTED AND LEVELING COURSE IS IN PLACE READY FOR THE LINER TO BE INSTALLED; 2. PEA GRAVEL AND 6 INCHES OF SAND ARE IN PLACE AND AIR LINE IS IN PLACE; 3. ALL SAND IS IN PLACE AND GRAVEL IS IN PLACE WITH DISTRIBUTIO~/~SY.~TEM .~ PLACE READY FOR PUMP TEST. RE C EI V E DB Y: ~' ~ A ·~-~/~/~ ISSUED BY: . Tom Fink, Mayor N unicipality of Anchorage Department of Health and Human Services 825 "L" Street P.O. Box 196650 Anchorage, Alaska 99519-6650 343-4744 August 18, 1993 Edmund J. E. Schuster 13244 Alpweg Anchorage, Alaska 99516 6935 Subject: T12N R2W Section 30 SE4 NE4 NW4 SE4 Permit #SW920229, PID #021-022-16 The subject permit, issued August 13, 1992 by this office for a single family well and/or on-site wastewater system, has expired as of August 13, 1993. 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 this office for documentation of the close the permit. log must be sent to installation and to 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, J Smith P. rE. '~ please call this office at 343-4744. enc: Copy of Permit cc: Tobben Spurkland, 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 WASTEWATER DISPOSAL SYSTEM (UPGRADE) PERMIT PERMIT NUMBER:SW920229 DESIGN ENGINEER:TOBBEN SPURKLAND, OWNER NAME:SCHUSTER EDMUND J E OWNER ADDRESS: 13244 ALPWEG8 ANCHORAGE, AK 99516 DATE ISSUED: 8/13/92 P.E. EXPIRATION DATE: 8/13/93 PARCEL ID:02102216 LEGAL DESCRIPTION: T12N R2W SEC 30 SE4NE4NW4SE4 LOT SIZE: 50009 (SQ. FT.) NUMBER OF BEDROOMS: 4 THIS PERMIT: 4 THIS PERMIT IS FOR THE CONTRUCTION OF: DISPOSAL FIELD 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 FOLLOWING SPECIAL PROVISIONS. SPECIAL PROVISIONS: THIS UPGRADE SYSTEM MUST BE INSTALLED IN ACCORDANCE WITH THE APPROVED ENGINEER'S DESIGN DATED8/4/92. THE 6 FT. REQUIRED VERTICAL SEPARATION FROM THE BOTTOM OF THE TRENCH TO BEDROCK THERE BE LESS MUST BE COMFIRMED DURING CONSTRUCTION. S~[O~ULD THAN 6 FT.,.SAND M_UST~B~pADDED ACCORDINg. / i DATE AU~SKA 99501 279-3716 SEPTIC SYSTEM DESIGN EDNUND SCHUSTER WIDE TRENCH TOTAL LENGTH 150 F-F. TOTAL WIDTH 5 FT. TOTAL DEPTH 0 FT. ROCK DEPTH .5 Fl'. COVEB 3 FT. SEPTIC TANK 1250 GAL.. ABANDON EXISTING SYSTEM PUMP AND CRUSH EXISTING TANK PUMP, CRUSH, AND BACKFILL EXISTING PIT PERFORMED FOR: Municipality of Anchorage DEPARTMENT OF HEALTH & HUMAN SERVICES 825 "L' Street, Anchorage, Alaska 99502-0650 SOILS LOG -- PERCOLATION TEST LL,~ ..' DATE PERFORMED: · 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 2O -~0 Township, Range, Section: COMMENTS SLOPE WAS GROUND WATER ENCOUNTERED? IF YES, AT WHAT DEPTH? §epth Io Water After Monitodno? Dale: _ SITE PLAN Reading Date Gross Net Depth to Net Time Time Water Drop ~'/~ 1:~ ~ I~" 1~ PERCOLATION RATE 7, ~'' (minutes/inch) PERC HOLE DIAMETER __ TES1 RUNBETWEEN ~-~ FTAND ~ ACCORDANCE WITH ALL STATE AND MUNICIPAL GUIDELINES IN EFFECT ON THIS DATE 72-00B (Rev. 4/85) CERTIFY THAT THIS TEST WAS PERFORMED IN DATE: ~ % IS~L' July 29, 1980 R&M No. 051001-54 (B) Schuster Properties Star Route A Box 2393R Anchorage, Alaska 99507 Subject: Soil Investigation for Sanitary Sewer System, S.E. ¼ of N.E. ~ of S.E. ¼ Sec. 30, T12N, R2W, Seward Meridian. Dear Mr. Shuster: At your request of July 14, 1980, R&M Consultants conducted a subsurface soils investigation at the proposed location of the sanitary sewer system on the subject lot. The test proceedure complied with those required by the Municipality of Anchorage Department of Health and Environmental Protection. The topography of the drilling site is generally steeply sloping to the north and northwest. The vegetation consists mainly of high alpine plants and shrubs including a few wind blown small pine trees. Field activities were performed on July 17, 1980. Three test holes were drilled using a rotory drill rig equipt with a 6 inch diameter solid stem auger. The test holes were located according to your instructions as shown on the attached sketch. Three test holes were drilled. Test hole 01 was drilled to a depth of 6 3/4 feet below the existing ground level at the test hole location. The subsur- face soils were inspected at the time of drilling by Pete Herstek, a technician from our office. Grab samples at depths indicated on the soils log were taken to the laboratory where they were visually classified. The Schuster Properties 051001-54 (B) Page 2 description of the soils encountered are shown on the attached soils log. A percolation test was performed at the depths indicated in test hole 01. Test hole ~2 and ~3 were drilled to 6 feet and 3 1/2 feet depths respectively. At the time the test holes were excavated no seasonal frost¢ permafrost or groundwater was encountered. However it should be noted that the infor- mation given in this report displays specific conditions encountered on the date of the investigation. Subsurface conditions may vary on other parts of the lot without any apparent superficial evidence of the change. Factors such as groundwater level and frost depth may fluctuate both seasonally and from year to year. Bedrock was encountered at 6 3/4 feet, 6 feet, and 3 1/2 feet depths for test hole ~1, ~2, and ~3 respectively. The percolation test in test hole ~1 was performed between the depths in- dicated on the soil log. The average infiltration in the stratum tested was measured over one hour. The net drop in the water level that occured during the final 10 minutes was used to calculate the percolation rate. The measured percolation rate was 8.0 minutes per inch. We have appreciated this opportunity to be of service to you. Please contact us if you have any questions concerning this letter or if we can be of addi- tional service. Very truly yours, R&M CONSULTANTS~ INC. Senior Engineer ~/jb/SSZ-F MUNICIPALITY OF ANCHORAGE DEPARTMENT OF HEALTH AND ENVIRONMENTAL PROTECTION Pouch 6-650, Anchorage, Alaska 99502 ~76-222l' SOILS LOG - PERCOLATION TEST PERFORMED FOR: S:chuster Properties DATE PERFORMED: LEGAL DESCRIPTION: SE-l/4 of NE-l/4 of NM-l/4 of SE-l/4 Sec. 30 T12N, R2W, SOILS LOG PERCOLATION TEST 051001-64 (B) #1 7-17-80 Seward Meridian 1 2 3 4 5 6 7 8 9- 10- 11 13 14 15 16 17 18 19 2O COMMENTS SILTY SAND W/TRACE GRAVEL SM G SANDY GRAVEL, TRACE SILT GP G SAHDY GRAVEL GP BEDROCK (6-3/4') SLOPE SITE PLAN WAS GROUND WATER Gross Net Depth to Net Reading Date Time Time Water Drop 9 7-[7-80 12:05 20 ~0" 0 10 12:15 30 22" 2" 11 ,, 12:25 40 23-1/z" 3-1/4" PERCOLATION RATE 8.0 (minutes/inch) TEST RUN BETWEEN 0 FT AND 2 FT 72-oo8 (7/76) MUNICIPALITY OF ANCHORAGE DEPARTMENT OF HEALTH AND ENVIRONMENTAL PROTECTION Pouch 6-650, Anchorage, Alaska 99502 576-2221 SOILS LOG - PERCOLATION TEST PERFORMED FOR: Schuster Properties DATE PERFORMED: LEGAL DESCRIPTION: See Page SOILS LOG [] PERCOLATION TEST 051001-54 (B) 7-17-80 ~2 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19- 20- COMMENTS BEDROCK (6') SLOPE SITE PLAN ~ ] j _L_LL_L._L WAS GROUND WATER ENCOUNTERED? IF YES, AT WHAT DEPTH? PERCOLATION RATE TEST RUN BETWEEN FT AND (minutes/inch) -- FT 72 008 (7/76) NO F/ELLS ~/IfHI~V £00 FEET DF PROPOSE9 SEPTIC SYSTEM EXCEPT THE ONE SHD~/M ,,~.--ii.= SO 0 SO 60 90 120 SCALE; I' -- 60 FT, 150 1~0 too d TOBBEN SPURKLAND P,E, 203 W 15TH. AVENUE ANCH. AK. 99501 $EI/4, NEll4, SE1/4, SEC, 30, 6LEN ALPS EDMUND ££HUSTER ~12N £2~/ SEPTIC SYSTEM DESIGN DATD AUg < 1992 SHEET, 1/3 GRID, K ADD 3 F[. OF ~FILL  ..:.b~"~::.:::.:.:.::i::~::':';':':':O='~'''' '~ 0'- ~' c 0 TM o 0 0 0 0 0 C D 0 0 0 0 0 0 C 0 0 0 O 0 0 0 C O C 0 0 0 0 0 0 C 0 c,O O O O O O O C ~' ~,0 O O O O O O~O C ~ O O 0 O 0 0 O O C o o o o o o o O o 0 O 0 O©C5~\ 0 0 0 0 0 TYPICAL CR£SS SECTI£N 5' WIDE TRENCH SC, IF i' -- G FT, INSTALL 3 PARALLEL TRENCHES S FEET ~/IDE SO FT. LONG .'~, ~ ~,d.~~5.-; TDBBEN SPURKLAND P.E. 203 W 15TH, AVENUE ANCH, AK, 99501 Ell4, N£1/#, $£1/#, $£e SO ~£N R£W GLEN ALP$ SEPTIC SYSTEM 3ESIGN DATE, AUG. 4 I998 SHEET, 3/3 GRID, July 29, 1980 R&M No. 051001-54 (B) Schuster Properties Star Route A Box 2393R Anchorage, Alaska 99507 Subject: Soil Investigation for Sanitary Sewer System, S.E. ¼ Sec. 30, T12N, R2W, Seward Meridian. S.E. ~-~ of N.E, ¼ of Dear Mr. Shuster: At your request of July 14, 1980, R&M Consultants conducted a subsurface soils investigation at the proposed location of the sanitary sewer system on the subject lot. The test proceedure complied with those required by the Municipality of Anchorage Department of Health and Environmental Protection. The topography of the drilling site is generally steeply sloping to the north and northwest. The vegetation consists mainly oF high alpine plants and shrubs including a few wind blown small pine trees. Field activities were performed on July 17, 1980. Three test holes were drilled using a rotory drill rig equipt with a 6 inch diameter solid stem auger. The test holes were located according to your instructions as shown on the attached sketch. Three test holes were drilled. Test hole ]~1 was drilled to a depth o[ .6.3/4 feet below 'the existing ground level at the test hole location. The subsur- face soils were inspected at the time of drilling by Pete Herstek~ a technician from our office. Grab samples at depths indicated on the soils log were taken to the laboratory where they were visually classified. The Schuster Properties 051001-54 (B) Page 2 description of the soils encountered are shown on the attached soils log. A percolation test was performed at the depths indicated in test hole ~1. Test hole 02 and 03 were drilled to 6 feet and 3 1/2 feet depths respectively. At the time the test holes were excavated no seasonal frost, permafrost or groundwater was encountered. However it should be noted that the infor- mation given in this report displays specific conditions encountered on the date of the investigation. Subsurface conditions may vary on other parts of the lot without any apparent superficial evidence of the change. Factors such as groundwater level and frost depth may fluctuate both seasonally and from year to year. Bedrock was encountered at 6 3/4 feet, 6 feet, and 3 1/2 feet depths for test hole ~1, 02, and 03 respectively. The percolation test in test hole ~1 was per¢ormed between the depths in- dicated on the soil log. The average infiltration in the stratum tested was measured over one hour. The net drop in the water level that occured during the final 10 minutes was used to calculate the percolation rate. The measured percolation rate was 8.0 minutes per inch. We have appreciated this opportunity to be of service to you. Please contact us if you have any questions concerning this letter or if we can be of addi- tional service. Very truly yours, R&IVl CONSULTANTS, INC. William Thompson, P.E. Senior Engineer WT/j h/SSI-F SOILS LOG MUNICIPALITY OF ANCHORAGE DEPARTMENT OF HEALTH AND ENVIRONMENTAL PROTECTION Pouch 6-650, Anchorage, Alaska 99502 276-222~ SOILS LOG - PERCOLATION TEST PERFORMED FOR: ~'chu. ster Prope~_-t±e$ DATE PERFORMED: LEGAL DESCRIPTION: Sg-1/4 of NE-l/4 of NN-1/4 of Sg-1/4 Sec. 30 T12N, R2W, PERCOLATION TEST 051001-64 (B) #1 7-17-80 Seward Meridian 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16- 17 19- 20- COMMENTS SILTY S~.~.,D W/TRACE GRAVEL SM G SANDY GRAVEL, TRACE SILT GP G SA[]DY GRAVEL GP BEDROCK (6- 3/4' ) SLOPE SITE PLAN WAS GROUND WATER ENCOUNTERED? NO IF YES, AT WHAT DEFTH? S Gross Net Depth to Net Reading Date Time Time Water Drop 9 7-17-80 12:05 20 20" 0 10 12:15 30 22" 2" 11 ,, 12: 25 40 23-1/4 " 3-1/4" 12 ,, 12: 35 50 24-1/4" 4-1/4" 13 " 12:45 60 25-1/2" 5-1/2" PERCOLATION RATE 8.0 (minutes/inch) TEST RUN BETWEEN 0 FT AND 2 FT 72 008 (7/76) MUNICIPALITY OF ANCHORAGE DEPARTMENT OF HEALTH AND ENVIRONMENTAL PROTECTION Pouch 6.650, Anchorage, Alaska 99602 SOILS LOG- PERCOLATION TEST PERFORMED FOR: Schuster Properties DATE PERFORMED: LEGAL DESCRIPTION: See Page SOILS LOG [] PERCOLATION TEST 051001-54 (B) 7-17-80 ~2 1 2 3 4 5 6 7 8 9 10 11 13- 14- 15- 16- 17- 18- 19- COMMENTS BEDROCK (6') SLOPE SITE PLAN ! SEk PAGE 1 i WAS GROUND WATER S : ENCOUNTERED? O E IF YES, AT WHAT DEPTH? Reading Date Gross Net Depth to Net Time Time Water Drop PERCOLATION RATE (minutes/inch) TEST RUN BETWEEN FT AND 72-O08 (7/76) MUNICIPALITY OF ANCHORAGE DEPARTMENT OF HEALTH AND ENVIRONMENTAL PROTECTION Pouch 6-650, Anchorage, Alaska 99502 276-222~ SOILS LOG- PERCOLATION TEST PERFORMED FOR: Schuster Properties DATE PERFORMED: See Page 1 LEGAL DESCRIPTION: [] SOILS LOG [] PERCOLATION TEST 051001-54 (B) fi3 7-17-80 1 2 3- 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20- COMMENTS BEDROCK (3-1/2') SLOPE I ,L_ ]E SITE PLAN WAS GROUND WATER NO ENCOUNTERED? IF YES, AT WHAT DEPTH? Reading Date Gross Net Depth to Net Time Time Water Drop PERCOLATION RATE TEST RUN BETWEEN FT AND (minutes/inch) -- FT 72 008 (7/76) Rick Mystrom, Mayor Mtm c pality of Anchorage Department of Flealth and Human Services 825 "L" Street P.O. Box 196650 Anchorage, Alaska 99519-6650 343-4744 September 26, 1997 Edmund J E Schuster 13244 Alpweg Anchorage, Alaska 99516 6935 Subject: T12N R2W Section 30 SE¼ NE¼ NW¼ SE¼ Permit #SW960312, PID #020-022-16 The subject permit, issued September 25, 1996 by this office for a single family well and/or on-site wastewater system, has expired as of September 25, 1997. 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 $440.00 for a combined on-site wastewater and well permit. If you have any questions, please call this office at 343-4744. S ' rely, Ja~es Cross, P.E. P~ogram Manager On-site Services enc: Copy of Permit PAGE MUNICIPALITY OF ANCHORAGE DEPARTMENT OF HEALTH AND HUMAN SERVICES P.O. BOX 196650, 825 "L" STREET, ROOM 502 ANCHORAGE, ALASKA 99519-6650 ON-SITE WELL SYSTEM PERMIT PERMIT NUMBER:SW960312 DESIGN ENGINEER:DUMMY COMPANY OWNER NAME:SCHUSTER EDMUND J E OWNER ADDRESS:13244 ALPWEG ANCHORAGE, AK DATE ISSUED: 9/25/96 EXPIRATION DATE: PARCEL ID:02102216 LEGAL DESCRIPTION: T12N R2W SEC 30 SE4NE4NW4SE4 LOT SIZE: 108900 (SQ. ET.) NUMBER OF BEDROOMS: 2 THIS PERMIT: 2 THIS PERMIT IS FOR THE CONSTRUCTION OF: WELL SYSTEM ALL CONSTRUCTION MUST BE IN ACCORDANCE WITH: 1. THE ATTACHED APPROVED DESIGN. 2. ALL REQUIREMENTS SPECIFIED IN ANCHORAGE MUNICIPAL CODE CHAPTERS 15.55 AND 15.65 AND THE STATE OF ALASKA WASTEWATER DISPOSAL REGULATIONS (18AAC72) AND DRINKING WATER REGULATIONS (18AACS0) . 3. THE ENGINEER MUST NOTIEY DHHS AT LEAST 2 HOURS PRIOR TO EACH INSPECTION. PROVIDE NOTIFICATION BY CALLING 343-4744 ( 24 HOURS ) (NOT REQUIRED FOR WELL ONLY PERMIT) 4. FROM OCTOBER 15 TO APRIL 15 A SUBSURFACE SOIL ABSORPTION SYSTEM UNDER CONSTRUCTION DURING FREEZING WEATHER MUST BE EITHER: A. OPENED AND CLOSED ON THE SAME DAY B. COVERED, SEALED AND HEATED TO PREVENT FREEZING 5. THE FOLLOWING SPECIAL PROVISIONS. 1 OF 9/25/97 SPECIAL PROVISIONS RECEIVED BY:~~ ~.~~~.,.~ ISSUED BY: /~ v. DATE: DATE: M EADO ($ 8~'58'5'7" S 89'47'10' E W ROAD Deck SU B 'D o r~ Q- o Wood Shed [~-W DRILLING, Inc. P.o. Box 110378 · 10330 Old Seward Highway (907) 349-8535 ANCHORAGE, ALASKA 99511 DRILLING LOG Well Owner RDMUND SCHUSTER Use of Wel~ Location (address of: Township, Range, Section, if known;ordistance main road ~_]_~W SECTION 30: SE4 ~E4 NW4 SE4: GLEN ALPS ANCHORAGE~ ALASKA Size of casing 6" Static water level Screen ( ); Perforated ( , i )' Describe screen or perforation Well pumping test st 1 gallgns pe~.~ X of drawdown from static l~el. iii Date of completion 22 MAY 1997 ~,,:,.:,; ~;: WELL LOG Depth of Hole 200 feet Cased to 6.10 feet Iq ft, (-~,ve!. ibelow) land surface. Finish of well (check one) open end ( (minute) for 1 hours with 100% Depth in feet from ,~ ~Tik ;%zi ' ground surface Gzy~ d¢ia!l~ of formations penetrated, raze of material, color and hardness 0 TO 2 ~.q~NG': .q~ICK 2 .TO. 4 ~g~: SILTY x ); ft. 4 ~O. 38 38 ~O 63 --~TO 7~ 78 .TO. ~10 110 TO 115 115 TO 200 20 BEDROCK:DARK GREY, FRACTURED ~:' ~::r) LtGHT GREY WITH WHITE LENSES LENSES .TO. .TO. .TO. .TO. .TO. .TO. RECEiV[::D BEC 19 !997 ¢3npf. Fl~'alth & Human Ssrvioes 1--CUSTOMER