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Home My WebLink AboutSTOLLE BLK 1 LT 1Stoll Block I Lot I #020-021-08 - Municipality of Anchorage Page I of 3 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 Peri.it Number:. SW000041 PID Number:. 020-021-08 N~me:KARLA RANTA Wastewater System: · New [] Upgrade P.O. BOX 110473 ANCHOP~¢E, AK 99511-0473 ~-T~"/w~'~"ABSORPTION FIELD eh°ne:(g07) 349-3357 INa. of Bedrooms: `3 n Deep Trench · Shallow Trench 1"1 Bed 13 Mound I"l Other LEGAL DESCRIPTION o.8 ~ 1 1 STOLLE ,3.03/2.55 WFI I · · New [] Upgrode 5 PRIVATE 125 n. 23 ~-, 642 ~n ASTM D-3034/F-810 WOOD &: BEEK 8/26/00 - 8/28/00 ALPINE DRILLING 7/15/00 20 .. SEPARATION DISTANCES · Septic m Holdlng 13 Tank S~ IJ~ ,/~qCHOP~A~GE TANK 1000 Well 100'+ 100'+ -- - 25'+ STEEL 2 Su,oceloo'+lOO'+ - - - LIFT STATION ~'''~'- ~t 5% ~0'+ - - - BENCH MARK BOTI'OM OF SEPTIC TANK Inspections performed by: AWWC, INC. Dates: 1st 8/26,/2000 ....... ~ ............ 3rd 8/28/2000 AS BUILT DRAWING p~urr NUUa[R: 020--021--08 SW000041 ' _-- zZ~ ~' ~~~-" i / .-- /// --//z~' / I I ..:, __ _ ii .~-...~ / ~~~:~ OBU 5~.4S 41.4~ Y ~ ~ ~ i / COl ~,~ ,~o~ / i / co~ ~'~s ~'s~ ; ! / / ' ' I . I ~, ~1.,~.~ ~ ,oo.w~,,~ I / , co~ ~.s~ ~s.~ j r~ I / / ~ONS~LTANT8, INO. ,, KAR~ RANTA (907) ~49-~$57 ~ OF ~ STOLL~ SUBDIYISION; ~OT 1, BLOCK I AS-BUILT DRAWING OF SEPTIC SYSTEM UPGRADE AS-BUILT DRAWING SW000041 f~ fA~ : ~ERN ~ f~ ~ - 1~.9~ WE~ERN ~ ~ r~'~e* II II / ~ .................. ~ o/,/2ooo ~. ~S~ ~ATER & WASTEWATER KAR~ RANTA (907) 549-~357 2 OF ~ ~ ~,~o~: ~ ..... ~ ....... STOL~ SUBDIVISION; LOT 1, BLOCK 1, PROFI~ DRAWING OF SEPTIC SYSTEM UPGRADE ~AX NO. ' c ~ ~4S 0202 Jul. 25 ~001 ~:21PM P1 Municipality of Anchor. age Department of Health and Human services 825 'L" Street P.O. Box 1~6650 Anchorage, ~aska 99519-8650 ~ ~ ~P~'~'a~ge'ak'u5 Ma~ Pemit Num~ ~SW ~O004f Date of I~ue: 4.04-00 Parcel ldent~tion Number:~ ~ S~: ~0 ~te ~mgle~: 7-~00 Is well l~at~ at approv~ p~it I~adon? ~ Y~ ~ ~~on: Stoflo bl~ ~ It ~ ~ ~aer N~ & ~: Kada Ranta PO Box ~10473 An~omge, Ak 99~ 1 Bo~hole Dam: Depth (fl) Method of DH~g ~ a~ ro~ ~ ~le tool ~ T~ ~ & Wat~ S~ Fr~ To Caslu g ~pe: stee~ stick-up 0 gravelly silt 2 45 110 2 WellThlckncss: .025 inches 16 Diameter: _6 inches Depth: 23 feet 147 Liner Type: ~ Diameter: inches Dcpth: _ fc~ Cas}ag stickup above ground: _2 £c~t Static water level (fxom gro,,nd level): 20J~t 5c Pumping level:/4..~et a~cr '~25 2 hours p'"?~g _8 gpm Recovery Rate: _.8 gpm Method of Testing: alrtift Well Intake Opening Type: [] Open End [] Op~a Hole [] Screened $1art ~ feet Stopp~d _ f~ [] perforations Start feet Stopped feet Grout Type: Be.tonite # ~ Volume: Depth: Start _0 Pump: Intake Depth _ feet Pump size _ hp Brand lqam¢ Well Disinfected Upou Completion? [] Yes [] No Method of Disinfection: C~or/ne Commeuts: We~{ D,~tlor: Alpine Drilling & £nterpgses P 0 Box '110496 Anchorage AK 9951 Atmatiou: The well driller shall provide a well log t~ the property owner within 30 days of completion and the property Municipality of Ancho.rage Department of Health and Human Services 825 'L'. Street P.O. Box 196650 Anchorage, Alaska G~'519-6650 Rick Mystrom http:/Ntww,cta nchorage.aK us ..... Mayor Permit Number:. #SW 000041 Date.ofIssue: 4-04-00 Date.Started: 7-15-00 Date Completed: 7-15-00. Legal.Description: Property Owner Name & Addl, ess: Borehole Data: Soil Ty~, Thickness & Watch. Strata stick-up gra rally silt bedrock H20 Parcel Identification Number:..020-121-08 Is well located, at approved permit location? [] Y~s [] No S~olle blk 1 It 1 Kafla Ranta PO BOx 110473 Anchorage, Ak 99511 Depth.(ft) ' Method of DHIling [~ air rotary ["l cable tool From. To Casing type: steel 0 2 Wall Thickness: .025 inches 2 16 Diameter: _6 inches Depth: ~3 feet 16 147 Line~' Type: , Diameter:. ~ inches Depth: feet Casing sticknp above ground: 2 feet Static water level (fi.om ground level): 20 feet 45 50 .Pumping level: 147 feet after 110 125 2 hours pumping 8 gpm Recovery Rate: 8 gpm Method of Testing: air I/fl Well Intake Oi~ning Type: [] Open End [] Open t/oh: [] Screened Start feet Stopped feet [] Perforations Start ~ feet Stopped feet Grout Type: Bentonite # 8 Volume: 1 b~ Depth: Start _0 feet Stopped 4- feet Pump: Intake Depth feet Pump size hp Brand Name Well Disinfected Upon Completion? ~ Yes [] No Method of Disinfection: CIo~fne Tablets Comments: Well Driller: Alpine Drflling & Enterprfses P O Box 110496 Anchorage AK 09511 Attention: Thc well driller shall provide a well log to the Pml:~O' owner within 30 days of completion and the property Municipality · ,of And oragc ' George~P. II uerch, Mayo~ Building Safety Divtston P.O. Ik~x 1.qf~t~'30 · 4700 S. Bmgaw Street Anchorage, Alaska !F.)51!)-6C~-~0 · (!g)7) 343-81½01 6/7/2001 h I t p://www.cl.anchorl~tgc.nk.l~s Public Works Karla Rants PO Box 110473 Anchorage AK Subject: Expired On-Site Water and/or Wastewater Permit. Permit Number: SW000041, Parcel ID://020-021-08 Dear Karla Ranta: An On-Site Water/Wastewater Permit, number SW000041, issued by this office for a single-family system, expired on April 4, 2001. This permit was valid for 365 calendar days. If this was a well permit and the well has been drilled, a well log must be sent to this office for documentation of the installation and to close the permit. If this permit was for a wastewater disposal system, an original as-built inspection report must be sent to this office for review, approval and documentation. This as-built inspection report must be signed by the licensed Professional Engineer who inspected the installation of the system. As-built inspection reports are required to be submitted within 30 days of the completion of the system. If no system was installed under this permit, and you am still planning to install a well or wastewater disposal system, a new permit must be obtained from this office. When applying for a new permit, the fees are: $320.00 for a wastewater permit and $120.00 for a well permit. If you have any questions, please call this office at 343-7904. Sincerely, l{Letters Sent 6/7/01 without copies being made, second printing for file copies} James Cross, PE Manager On-Site Water and Wastewater Program ene: Copy of permit MUNICIPALITY OF ANCHORAGE Department of Health end Human Sen/ices On-Site Sen/ices Program 825 L Street, Room 502 P.O. Box 196650. Anchorage, AK 99519-6650 (907) 343-4744 ON-SITE WASTEWATER DISPOSAL SYSTEM I WATER SUPPLY PERMIT Initial Date Issued; Apr 04, 2000 Expiration Date: Apr 04, 2001 Permit Number: SW000041 Legal Description: STOLLE BLK I LT 1 Design Engineer: 0041 AK Water & Wastewater Consultant Owner Name: Kafla Ranta Owner Address: PO Box 110473 Anchorage, AK 99511- Parcel ID; 020-021-08 Site Address: Lot Size: 47049 SO. FT. Total Bedrooms: 3 Permit Bedrooms: 3 This permit is for the consb'uction of: [] Disposal Field [] Septic Tank [] Holding Tank [] Privy [] Private Well [] Water Storage Ail 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 ( 18AAC80 ). 3. The engineer must notify DHHS at least 2 hours prior to each inspection. Provide notification by calling (907) 343-4744 ( 24 hours ). ( Not required for a Water Supply Permit only ). 4. From October 15 to April 15, a subsurface soil absorption system under construction during freezing weather must be either: A. Open and closed on the same day. B. Covered, sealed, and heated to prevent freezing. ALASKA WATER 8,- WAsTEWAT ' CONSULTANTS, INC. March 16,2000 Municipality of Anchorage Department ofHealth & Human Services Division of Environmental Services On-Site Services Section P.O. Box 196650 Anchorage, Alaska 99519-6650 Reft Well and Septic Design for Lot 1, Block 1, Stolle Subdivision To whom it may concern: The proposed 3 bedroom house will be served by a private well and septic system. Test holes were excavated on the property. The proposed septic system will be designed around the 30 foot radius of test hole #2 and the alternate site around the 30 foot radius of test hole #1. We are' proposing that a 1000 gallon septic tank and a five foot wide drainfields be installed. Comments regarding the proposed design are summarized as follows: 1. SOILS: Attached are logs which shows the soil classifications, groundwater monitoring, and the percolation test results. In TH#l, the soils below the organic layers are a SM to SM/GM material to a depth of 9.5 feet to 10 feet and then transitions to bedrock (bottom of test hole). In TH#2, the soils below th: organic layers are a SM to SM/GM material to a depth of 12 feet and than transitions to a GP/SP material to a depth of 14.5 feet where bedrock was encountered. (bottom of test hole). No groundwater was encountered during the excavation of the test holes. A percolation test for TH#1 was performed between the depth of 3.0 feet to 3.5 feet which had a percolation rate of 3.5 minute/inch. A percolation test for TH#2 was performed betxveen th$ depth of 4.5 feet to 5.0 feet which had a percolation rate of 3.6 minute/inch. It is our opinion that due to the overall appearance of the soils, a application rate of 0.8 gallons/day/ft2 should be .used. 2. TRENCtl DESIGN: a. Pemolation Rate: 3.5 & 3.6 minutes/inch b. ¢. d. Design Flow: 450 gallons per day e. Minimum Absorption Area: 563 ft2 f. Total Depth: 6 feet (max.) g. Effective Depth: 3 feet Allowable Application Rate: 1.2 gallons/day/ft2, but using 0.8 gpd/fl2 Number of Bedrooms: 3 h. Width: 5 feet i. Reduction Factor: 0.58 i. Minimum Length: 70 feet long (22~ 35 feet long each) j Effective absorption area-- 603 ft 6901 Debarr Road, Suite 2B ~ Anchorage, AK 99504 ~ Ph: (907)337-6179 ~ Fax: (907)338-3246 3. SURFACE WATERS: There are no surface waters within 100 feet of the proposed upgrade. The M.O.A. grid map and the attached topography site plan do show a drainage ditch or a water coarse; but during our field site visits, it was not able to be found or any indication that it exists. 4. TOPOGRAPHY: As can be seen on the attached topography site plan, the average topography of this property is a 20 percent running from approximately southeast to northwest; in short, there gre no slope concerns. The trench is to be installed parallel to slope contours. I am unaware of any adverse impacts this installation would have on adjacent wells or septic systems. If you have any questions, please contact me at 337-6179, or 244-9612. Thank you for your assistanc;/~ NOTE: Attached is a site plan drawing, a design drawing, a topography site plan, two soils logs, and a 7 page construction specification letter which are all part of the design package for this septic system. 6901 Debarr Road, Suite 2B ~ Anchorage, .~K 99504 ~ Ph: (907)337-6179 ~ Fax: (907)338-3246 i ~ ~ ~/o ~ I ~ ~ I I I / ~~i ~:f:::::::::::: . p~ / x~ ~PRO~ I UNSUBDIVIDED ~S~ WATER & ~TE~ATER ............ J.LU, CAR~ RANTA 349-3357 1 OF 2 $TOLLE SUBDIVISION; LOT 1, BLOCK 1 SITE P~N FOR PROPOSED WELL LOCATION AND SEPTIC SYSTE~ t ' L --PROPOSED DRNNIqELDS. EXCAVATE ~ / 1~/0 DRNNF1ELDS THAT ARE 6 FlEET ~ / DEEP MAXIMUM I~Y 5 tLLl' W1DE BY ~ / ,~5 FEET LON~ [ACH (70 FEET TOTAL ~..~ ~ / TRENCHES pAR~t~rt TO SLOPES. / / ~-.....~'~~~'"'~.'." / ~ I -" ..':.'. b/X i WlDE BY 105 F~t.i TOTN. LENGIH n,. ~ lOO' ~ I~o~u$ I. ,oo' ~,.,,,y~ ,,,i / ...... --, o:-~ ~.~-~ \ I \ NOTE: THE CONTRACTOR SHALL HAVE THE NORTHEAST AND THE NORTHWEST PROPERLY UNES FLAGGED BY A REGISTERED LAND SURVEYOR PRIOR TO ANY CONSTRUCTION. ALASI~ WATER & WASTEWATER CARLA RANTA (907) 349-3357 2 OF' 2 /~,~ .,em p/^.-~arness.. szo,,~ sU.mWSION~ ,OT 1..LOC~ 1 ~.~" ............. '"~ DESIGN OF PROPOSED WELL LOCATION AND SEPTIC SYSTEM ALASKA WATER & WASTEWATER CONSULTANTS, INC. ~'~:..0..F../~.)[~ PHONE (907) ,,~7-6179 ' FAX (907) 338-3246 Ismc LOG - PERCOLATION TESTI LEGAL DESCRIPTION: STOLLE SUBDNtSION; LOT 1, BLOCK 1 ........ ^'~ ...... PERFORMED FOR: 11~ RnTAL "'~ DATE PERFORMED: 1/18//2000 I TEST HOLE #1 I f ORGANICS · : (WEST HOLE) 2 I I AT ~ ISITE PLAN] ~GW ~ OR(3 ' p.o~osru' \ I ~' =~oo'1 10 BEDROCK 11 DATE READING CLOCK NET TIHE WATER LEVEL NET DROP TIHE (MINUTES) READING (INCHES) 12 1/19/00 PERC. HOLE WAS PRESOAKED 4+ HOURS PRIOR TO ]LSI'ING 1 2:17 15 .2 2:27 10 2 1/2" 3 1/2" 3 2:28 ~ 6' 14 4 2:;38 10 2 1/2" 3 1/2' 5 2:38 15 6 2:48 10 2 ;3/4' 3 1/4' 16 7 2:49 ~ .. 6' 8 2:59 10 17 9 3;00 10 3:10 10 3 1/16' 2 15/16' 1 11 3:10 12 3:20 10 3 1/8' 2 7/8' 19~ PERCOLATION RATE 3.5 (HIN./INCH) PERC. HOLE DIA. 6 (INCHES) 20 ~ TEST RUN BETWEEN .3.0 FT. AND 3.5 FT, COHHENTS: PERFORMED BY ALASKA WATER & WASTEWATER. I, JEFFREY A. GARNESS, CERTIFY THAT THIS WAS PERFOI~MEJO IN ACCORDANCE WITH ALL STATE AND MUNICIPAL GUIDELINES IN EFFECT DATD ~11~1~o DEPTH TO I DATE ;ROUNDWATER DRY 1/18/2ooo DRY 1/26/200a 6901 DEBARR ROAD, SUITE 2,B * ANCHOR~G£, AK. 99504 PHONE (907) ;357-6179 FAX (907) 3~8-'~245 , (~ HO~) , A I X SITE P~ GC OL lIm~l s~ TO SP CH ~ OU/S~ ~ SM OH SC ;RO~DWATER D~ 1/26/200~ 10 11 DATE ~E~ING CLOCK NET TINE WATER LEVEL NET DROP TINE (HINGES) RE.lNG (INCHES) 1/19/00 PERC, HO~ w~ PRESO~ED 4+ HOURS PRIOR TO :~e'~ 2 2:25 10 2 7/8" 3 1/8" 6 2:46 10 3 1/8' 2 7/8" 1 7 2:47 ~ 6" 17~ 9 2:57 ~ 6' 19-- PERC~TION ~TE ~.6 (HIN./INCH) PERC. H~ DIA. 6 (INCHES) 20- TEST R~ BET~EN 4.5 ~. ~D 5.0 COHHENTS: PERFORMED BY A~ WATER · W~ATER. I, JEFFR~ A. GARNESS, CERTI~ ~T ~IS W~ PERFOrMeD IN ACCORD~CE W~ ~ ~ATE ~D MUNIClP~ GUIDEUNES IN EF~ ON Municipality of Ancho.rage Department of Hes=a t. Lh' satrnedetHuman Serv,ces P.O. Box 196650 Anchorage. Alaska 99519-6650 ~.Jck Mys~'om htr p ~/www.cL a nc~n~age.ak, us Mayor Permit Number:. #SW 000041 Date oflssue: 4-04-00 Date Started: 7-15-00 Date Completed: 7-15-00 Legal Description: Property Owner Name & Address: Borchole Data: Soil Type, Thickness & Water Strata stick2up 0 2 gravelly silt 2 16 bedrock 16 147 Parcel Identification Number:.020-121-08 Is well located at approved permit location? [] Yes [-I No fi20 Stolle blk I It 1 Karla Ranta PO Box f10473 Anchorage, Ak 99511 Depth (ft) From To RECEIVED AUG 08 2000 Municipality et Anctnorage Dept. Health & Human Services 45 50 110 125 Method of Drilling [] air rotary [] cable tool Casing type: steel Wall Thickness: ,025 inches Diameter: _6 inches Depth: 23 feet Liner Type: Diameter: ~ inches Depth: Casing stickup above ground: _2 feet feet Static water level (from ground level): 20 feet Pumping level: 147 feet after _2 hours pumping _6 gpm Recovery Rate: _8 gpm Method of Testing: air tiff - Well Intake Opening Type: [] Open End [] Open Hole [] Screened Start feet Stopped [] Perforations Start feet Stopped feet Grout Type: Bentonite # 8 Volume: l bg Depth: Start 0 feet Stopped _+ feet Pump: Intake Depth ~'feet Pump size hp Brand Name ~ Well Disinfected Upon Completion? [] Yes [] No Method of Disinfection: Clorine Tablets Comments: Well Driller: Alpine Drilling & Enterprises P OBox 110496 Anchorage AK 99511 Attention: The well &flier shall provide a well log to the property owner within 30 days of completion and the property