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Home My WebLink AboutSEA TURN BLK 2 LT 15T rn Block 2 Lot 15 #017-121-39 Municipality of Anchorage Development Services Department Building Safety Division On-Site Water and Wastewater Program, 4700 Bragaw St. P.O. Box 196650 Anchorage, AK 99519-6650 Page of www.ci.anchorage.ak.us (907) 343-7904 ON-SITE WASTEWATER DISPOSAL SYSTEM AND/OR WELL INSPECTION REPORT Permit Number: sw070229 PID Number: 017-121-39 Name: Robert and Lauri Schoff Wastewater System: [] New [] Upgrade Address: 2635 East 112th Avenue Anchorage, AK 99516 ABSORPTION FIELD Phone: Number of Bedrooms: 441-7083 Four [~ Deep Trench [] Shallow Trench [] Bed [] Mound [] Other: Soil Rating: Total Depth from odginai grade: LEGAL DESCRIPTION .6 GPD,F~ 10 Ft. Block: 2 Lot: 15 Subdivision: Depth to pipe bottom from odginal grade: Gravel depth beneath pipe: Sea Turn 4 6 Ft. Ft. Township: Range: Section: Filt added above odginal grade: Gravel Length: .5-1 Ft. 87.5 Ft. Well: [] New [] Upgrade erave~ width: Number of Ii .... Distance between lines: 3 Ft. 2 > 12 Ft. Classification (Private, A, B, C): Total Depth: Cased to: Total absorption area: Pipe Material: Private 235 Ft. 235 Ft. 1,050 Ft2 ASTM D3034 PVC Ddller: Date Drilled: Static Water Levek Installer: Date Installed: Alpine Drilling 5/13/09 141 Ft. Owner Installed 9/15-17/2007 50Yield: GPM Pump Set at:217 Ft. Casing Height Above2 Ground:Ft. TANK SEPARATION DISTANCES [] Septic [] Holding [] S.T.E.P. [] Other: T~ To Septic Absorption Lift Holding =ublicJPrivate Manufacturer: Capacity: Frem~ Tank Field Station Tank Sewer Line Anchorage Tank 1,250 Gal. Material: Number of Compartments: Well >100' >100' N/A N/A >25' Steel Two (2) surface water >100' >100' N/A N/A ~,/-- LIFT STATION Size: Manufacturer: Lot Line >5' > 1 0' N/A N/A Gal, "Pump on" level at: "Pump off' level at: in. High water alarm at: Foundation >5' > 1 0' N/A N/A in. in. Pump Make & Model Electrical Inspections performed by: Curtain Drain None Noted Remarks: Final Grading and Surveyor As Built Yet to be Completed. BENCH MARK Location and Description: House is 60% Complete. NW Property Corner Rebar. Assumed Elevation: 100.00 Ft. E ng i rj.ee, r',s ~t~mp Inspections performed by: A. Harala Dates: 1st 9/'15/07 2nd 9/16/07 Development Services Department Approval (Ee~. 04/06) Municipality of Anchorage Development Services Department auilding Safety Oi~sion OmSite Waler a~ Wast~ter P~mm, 4700 Bragaw P.O. ~x 1~650 ~omge, ~ 99519~50 Page of ~ ~.anmomge.ak.us {~D ~7~ ON~ITE WAST~ATER DISPOSAL SYSTEM AND/OR WELL INSPECTION REPORT Pe~it Numbe~ Sw07o2~ PID Numbe~ o17-121-39 RobeRand ~ud S~off Wastewater System: ~ N~ ~ Upgrade 2635 East 112~ Avenue ~omge, ~ 99516 ABSORPTION FIELD ~1-7083 ~'~ Four g~T~ ~S~T~ LEGAL DESCRIPTION .s ~2 ~15 ~ Sea Tum 4 ~. 6 .5-1 ~. 87.5 P~ate 23~ m. 235 ~t 1,050 ~ ASTM D30~ PVC Alpine Dfllling ~/13~g 141 ~ ~er In~ll~ SEPA~TION DISTANCES ~ ~pflc Q HoIdl~ 0 S.T.E.P. D Tank Field S~on Tank ~r U~ ~omge Tank >100' >10~ ~A N/A >25' Steel T~ (2) ~w~ ,~oo' ,~oo' ~ ~A ~ / LI~ STATION ~ >5, > 1 ~ ~A N/A F~ >5' >10' N/A ~A ~ Final Grading and Su~e~ ~ Built Yet to be C~pleted. BENCH MARK H~se is 60% ~mplete. ~ Pmpe~ Comer Rebar. 100.00 Inspe~ions pedo~ed by: A. Hamla Dates: 1~ g/15~7 Development So. Ices Depa~ent Approval Revi~ed and approved by: Date: Municipality of Anchorage DEVEOPMENT SERVICES DEPARTMENT 4700 South Bragaw Street Anchorage, AK. 99519-6655 - 343-7904 Page 2 of 3 Permit Number: SW070229 PID No.: 017-121-39 Drive SEA TURN SUBDIVISION LOT 15, BLOCK 2 Permit Number. SW070229 MunicipaI~ of Anchorage DEVEOPMENT SERVICES DEPARTMENT 4700 Elmore Read Anchorage, AK. 99519-6655 - 343-7904 On-Site Wastewater Disposal System or Well Inspection Report 1250 Gallon Septic Tank ~93.1 Page 3 ef 3 PID No. 017-121-39 92.5 97.1 Geotextile Fabric Drainfleld Rock 43' (Trench Leng~) 86.3 92.5 EAST TRENCH t ~[~_.~ Geotextile Fabric 92,5 86.~3.~JI Drainfield Rock 44.5' (Trench Leflg~) 77.5 NO Groundwater WEST TRENCH 92.5 ALPINE DRILLING & ENTERPRISES Permit Number:. ftSW080198 Date oflssue: ~-16-08 Parcel Identification Number: 017-121-39 Date Started: 5-12-09 Date Completed: ~.1~-09 Is well located at approved permit location? [] Yes [] No Legal De~cription: ,.~0 T(]rn Block 2 Lot 15 Property Owner Name & Address: Robert & Laud Scheft 6120 Azalea Anchorage, Alaska 99516 Borehole Data: . Depth (ft) Method of Drilling [] a~r rotary . [] cable tool Sell Type. Thickness & Water S~ata From To Casing type: steel stick-up gravelly sandy sili sandy silt gravelly silt silty cobbly gravel gravelly silt silty cobbly gravel silty water.sand & gravel silt silty C°bbly gravel gravelly cobbly silt silt cobbly gravelly silt water sand & gravel 0 2 2 25 25 51 51 55 55 109 109 114 114 138 138 145 145 159 159 173 173 ' 184 184 203 203 229 229 235 Wall Thickness: .025 inches Diameter: .~ inches Dcpth~ ~35 feet Liner Type: Diameter: -- inches Depth: feet Casing stickup above ground: _2 feet ' Static water level (fi.om ground level): 141 feet Pumping level: 235 feet after _2 hour~ pumping 50 gpm 'Recovery Rate: 50 gpm' Method of Testing: (~ir Iit~ Well Intake Opening Type: [] Open End [] Open Hole [] Scn:ened Start -- feet Stopped__ feet [] Perforations' Start f~et 'St0pP~d__ feet Grout Type: bentonite granules Volume: 2 bgs Depth: Start_0 feet Stopped?feet Pump: Intake Depth feet Pump size : hp Brand Name ~ Well Disinfected Upon Completion? [] Yes [] No Method of Disinfectiom chlofinetablets Comments: Well Driller: Alpine Ddlling & Enterprises P.O. Box 110496 Anchorage, AK 99511-0496 - ' ' Attention: The well driller shall provide a well log to the property owner within 30 days of completion and the properW owner or the well driller shall p .rovide a well log to the Development Services Department within 60 days ofcompletlon. Merk Begich Mayor Development Services Department Building Safety Division On-Site Water & Wastewater Program 4700 Elmore Street P.O. Box 196650 Anchorage, AK 99519-6650 www~muni orq/onsite (907) 343-7904 Well Drilling Permit Number: S~V.__ Parcel Identification Number: Pump Installation Log Date of Issue: Replacement Only: YES NO Legal Description Lot 15,Block 2, &.aturn Property Owner Name & Address: Rob Schoff Pump Installation Date: 07/24/2009 Pump Intake Depth Below Top of ~Vell Casing: 217 feet Pump Manufacturer's Name: Grundfos Pump Model: 15 Sqe 15 290 Pump Size 1.5 hp Pitlcss Adapter Burial Depth: !1 feet Pitless Adapter Manufacturer's Name: carnbel Pitless Adapter Installer: .4arow Pump & l~'ell Service LLC Well Disinfected Upon Completion? [] Yes [] No Method of Disinfection: Recirc Comments: Pump Installer Name: .4arow Pump & IFell Service LLC PO Box l10496,.4nchorage, .4K. 99511 (907) 346- 9355 Attention: The pump installer shall provide a pump installation log to the DSD within 30 days of pump installation. SGS Re£# Clieut Name Project ,Name/# Client Sample ID Matrix 1100115001 Anderson Engineering Lot I$ Block I Sea Turn Lot 15 Block 1 SeaTum Drinking Water Printed Date/Time Collected DatefYIme Received Date/Time Technical Direc(or 01/21/2010 14:51 01/12/2010 12:30 01/12/2010 13:00 5teohen C. Ede Sarnvlc Remarks: · Mlowablc Pr~p Anal/sis paramtner R~ults LOQ UniLs MeO~d Container ID Limits Date Date Init A~c 5.00 U 5.00 ug/L EP200.$ C (<101 01/12/10 01/20/I0 NP, B Wa~or8 De,ar tment To~ N~u~tWN~u4=.N 0.100U 0.100 mg/L SM204500NO3-F B (<10) 01/19/10 LCE N.t cx:obio I oc~, Laboratory, Colony Count 0 Total Coliform 0 Fecal Coliform 0 col/100mL S$L20 9222B A (<200) col/100mL S$L20 9222B A (<11 col/lOOmL SM20 9222B A (<11 01/12/10 KAR 0111Z/10 KAR 01/12/10 KAR 30' '.43' LOT 16 LOT 14 168.80' fO' UTILITY EASEMENT 50 'DRAINAGE & CREEK MAINTENANCE EASEMENT CENTERED ON STREAM THREAD OHE EXCLUSIONS IT/$ I'HE RESPON$/B/U7.Y OF I'HE OI,4/NER OR BU/.' DER 7'0 DE IERM/NE THE EX/$TENCE OFANYEASEMENT'~ COVENENT'$, OR RE$7.R/CT/ON$ J4.'H/CN DO NOT, APPEAR ON 7'HERECORDED PLAT. UNDER NO C/RCUMSTANCE$ $HOUI. D ANY DA TA HEREON BE USED FOR EETABLISH/NG BOUNDARY OR FENCE L/NEE. MA l'T T. CRO~, /-$115g7 BY E/31/09 f'=-50' 1 OF f M.C. ALASKA CONSTRUCT'/ON SURVEYS, U,.C 414! B STREE7',, SU/TE 203 ANCHORAGE, ALASKA 99505 907-344-5505 LOT' f$, BI..OCK2 SF_A ~.,IRN SUBDIVI$/ON FOR ROB AND LAURI SCI-/OFF MUNICIPALITY OF ANCHORAGE Development Services Department On-Site Water & Wastewater Program 4700 South Bragaw Street P.O. Box 106650, Anchorage, ,AK 99519-6650 (007) 343-7904 ON-SITE WATER SUPPLY PERMIT Renewal Date Issued: Sep 16, 2008 Expiration Date: Sep 16, 2009 Permit Number: SW080198 Legal Description: SEA TURN SUBDIVISION BLOCK 2 LOT 15 Design Engineer: 0014 ANDERSON ENGINEERING Owner Name: ROBERT & LAURI SCHOFF Owner Address: 2635 EAST 112TH AVENUE ANCHORAGE, AK 99516- Parcel ID: 017-121-39 Site Address: 6120 AZALEA DRIVE Lot Size: 54452 SQ. FT. Total Bedrooms: 4 Permit Bedrooms: 4 This permit is for the construction of: [] Disposal Field [] Septic Tank [] Holding Tank [] Privy [] Private Well [] Water Storage 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,AJaska Wastewater Disposal Regulations ( 18AAC72 ) and Drinking Water Regulations ( 18AAC80 ). 3. The engineer must notify DSD at least 2 hours prior to each inspection. Provide notification by calling (907) 343-7904 ( 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. 5. The following special provisions, THE LOCATION OF THE WELL MUST MAINTAIN 100' SEPARATION TO THE SEPTIC TANK AND ABSORPTION FIELDS. Date:. Date: · Municipality of Anchorage Development Services Department Building Safety Division On-Site Water and Wastewater Program 4700 Elmore Road P.O. Box 196650 Anchorage, Alaska 99507 www.muni.org/onsite (907) 343-7904 ON-SITE SEWER/VVELL PERMIT APPLICATION FOR A SINGLE FAMILY DWELLING Parcel I.D. Propertyowner(s)'~'~C,~...~-{- ~ L~Lu,.~'I Mai~ingaddress c~J~.~ I~ ll~'~n Site address b t ~ ~.~c~ ~..~. LeQal description (Sub'd., Block & Lot) ~_~_0~"'~! ~v'l~ Legal description (Township. Range & Section) Lot Size ~o~ Sq. Ft. Day phone Zip Code Zip Code Number of Bedrooms THIS APPLICATION IS FOR ([~ all that apply~ Absorption Field Septic Tank ~ Holding Tank [] Priw [] Private Well ~ Water Storage [] THIS APPLICATION IS AN: Initial ~ Upgrade Renewal [~ I certify that the above information is correct. I further certify that this application is being made for a Single Family Dwelling and is in accordance with applicable Municipal Codes. (Signature of property owner or authorized agent) Permit/Rush Fees: Date of Payment: Receipt Number. (Rev. 11/05) 115" Waiver Fees: Date of Payment: Receipt Number: ANDERSON ENGINEERING P.O. BOX 240773 ANCHORAGE, AK 99524 522-7773 677-7766 (FAX) MEMORANDUM DATE: September 15, 2008 TO: FROM: Deb Wockenfuss SUBJECT: Lot 15, Block 2, Sea Turn Subdivision Septic System Permit Upgrade Permit No. SW070229 Well Permit Renewal We have reviewed our records concerning the placement of the new septic system on Lot 15, Block 2, Sea Turn Subdivision and find it is located substantially in conformance with the design documents and the permit. The proposed well location is 100' from the location of the septic system. The well permit can be reissued for the location shown on the original permit. Soil conditions found on the site during construction were as expected dudng the design phase. The majority of the soils were as noted in Test Hole Nos. 1 and 2. Only a small percentage were as noted in Test Hole No. 4. We are confident the absorption rate of .6 gallons per day per square foot is appropriate for the design of the absorption system. MUNICIPALITY OF ANCHORAGE Development Sen/ices Department On-Site Water & Wastewater Program 4700 South Bragaw Street P.O. Box 196650, Anchorage, AK 99519-6650 (907) 343-7g04 ON-SITE WASTEWATER DISPOSAL SYSTEM I WATER SUPPLY PERMIT Initial Date Issued: Sep 05, 2007 Expiration Date: Sep 04, 2008 Permit Number: SW070229 Legal Description: SEATURN SUBDIVISION BLOCK 2 LOT 15 Design Engineer: 0014 ANDERSON ENGINEERING Owner Name: ROBERT & LAURI SCHOFF Owner Address: 2635 EAST 112TH AVENUE ANCHORAGE, AK 99516- Parcel ID: 017-121-39 Site Address: 6120 AZALEA DRIVE Lot Size: 54452 SQ. FT. Total Bedrooms: 4 Permit Bedrooms: 4 This permit is for the construction of: [] DisposalField [] SepticTank [] Holding Tank [] Privy [] Private Well [] Water Storage 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 ( 18AAC80 ). 3. The engineer must notify DSD at least 2 hours prior to each inspection. Provide notification by calling (907) 343-7904 ( 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. 5. The following special provisions. ::.'A CRoss SECTION OF THE FINISHED sLOpE WILL BE FURNISHED WITH THE CERTIFIED AS BUILT FOR THE SEPTIC SYSTEM VERIFYING THE SEPARATION DISTANCE TO SLOPES GREATER THAN 25%. Municipality of Anchorage Development Services Department Building Safety Division On-S~te Water and Wastewater Program 4700 Bragaw Street P.O. Box 196650 Anchorage, Alaska 99519-6650 www.muni.org/onsite (907) 343-7904 ON-SITE SEWER/WELL PERMIT APPLICATION FOR A SINGLE FAMILY DWELLING Parcel I.D. 017-121-39 Property owner(s) Robert and Laufi Scheft Mailing address 2635 East 112th Avenue Anchorage, AK Site address 6120 Azalea Drive Anchorage, AK Day phone .Zip Code s9516 Zip Code 99516 Legal description (Sub'd., Block & Lot) Let 15, Block 2. Sea Turn Subdivision Legal description (Township, Range & Section) Lot Size 54,452 Sq. FL Number of Bedrooms Four (4) THIS APPLICATION IS FOR ([] all that apply): THIS APPLICATION IS AN: Absorption Field [] Initial Septic Tank [] Upgrade Holding Tank [] Renewal Privy [] Private Well [] Water Storage [] [] [] [] I certify that the above information is correct. I further certify that this application is being made for a Single Family Dwelling and is in accordance with applicable Municipal Codes. (Signature of property owner or authorized agent) Permit/Rush Fees: qUO Date of Payment: ~/~)~ R~ipt NumbeE Waiver Fees: Date of Payment: Receipt Number:. ANDERSON ENGINEERING P.O. BOX 240773 ANCHORAGE, AK 99524 522-7773 677-7766 (FAX) MEMORANDUM DATE: August 27, 2007 TO: Deb Wockenfuss FROM: Mike Anderson, P.E. SUBJECT: Lot 15, Block 3, Sea Turn Subdivision Well and Septic System Permit The following revisions have been made to the permit application for the septic system upgrade for the subject lot: 1. The slope waiver request is attached. The $175.00 fee has been paid. 2. The trench profile drawing has been revised. 3. Test Hole No. 4 is attached showing a percolation rate of 30 minutes per inch. 4. The absorption trench alignments have been relocated to be parallel with ground contours in the area. Please advise if you have further comments regarding this permit application. WAIVER FEE: ~i~ PAYMENT DATE: ~' RECEIPT #: ~ ~ '"" ANDERSON ENGINEERING P.O. B°X 240773 ANCHORAGE, AK 99524 ~22-~,,~3 677-77~ (FAX) August 27, 2007 Municipality of Anchorage Development Services Department On-Site Water and Wastewater Program 4700 Bragaw Street P.O. Box 196650 Anchorage, AK 99519-6650 Attention: . On Site Services Engineer Subject: Lot 15, Block 2, Sea Turn Subdivision Separation Distance Waiver Septic System to Excessive Slope Dear On Site Services Engineer:. Surface area available on the subject lot for placement of a septic system is severely limited by the presence of a stream at the southern border of the lot and the location of the wells and septic systems on the adjacent lots. The only available area is approximately 20' from the edge of a slope which exceeds a grade of 25% and drops to the creek. A waiver is therefore necessary to allow the new septic system to be constructed within 50' of this break in grade. The slope varies in grade from 26% to 35% and will be flattened dudng construction to allow a minimum of 50' from the edge of the pdmary and alternate sites to a break greater than 25%. A cross section of the finished slope will be furnished with the codified as built for the septic system verifying the separation distance. Sincerely, Michael E. Anderson, P.E. ANDERSON ENGINEERING P.O. BOX 240773' ANCHORAGE,,AK 99524 5'22-7773 677-7766,(FAX) August 20, 2007 Municipality of Anchorage Development Services Department On-Site Water and Wastewater Program 4700 South Bragaw Street Anchorage, AK 99519-6650 Su~ect: Lot 15, Block 2, Sea Turn Subdivision Septic System Design and Permit Application Impacts to Adjacent Properties Dear Onsite Services Engineer:. The owner of Lot 2, Block 3, Sea Turn Subdivision intends to construct a new four- bedroom home on the lot. We are therefore requesting a permit be issued for the construction of a new well and septic system to accommodate the home. The attached Site Plan and backup documentation identify the location and configuration of the proposed well and septic system along with the alternate site. No existing wells or septic systems are closer than 1,00' from the proposed well or septic system. Drainage arrows are shown on the site plan showing the grade and direction of flow on the lot. The property drops at a slope of between 25% and 40% at its midpoint toward Rabbit Creek. Some slope flattening will be required to insure the minimum separation distance from a slope greater than 25% is attained. The drainage pattern will not be changed as a result of this project. The test holes placed on the tract in the area of the absorption trench and alternate site indicated silty gravel with sand (GM) material. The percolation rate of the soil was determined to be between 1 and 5 minutes per inch. No groundwater was found during the placement of the test holes and none was noted during the monitoring period. An application rate of .6 gallons per day per square foot was used in the design of the absorption system. We are proposing to place a new 1,250-gallon septic tank and 2- 42' long by 3' wide by 6' effective depth absorption trenches to treat and dispose of the effluent generated in the house. The elevation of the distribution line in the absorption trenches will be 4' below the surface and the total depth will be 10'. A minimum of 3' of till or 2" of insulation and 2' of fill will be placed over the absorption trench and 4' over the septic tank. The alternate site will be an Advantex Treatment System with an absorption trench designed for an absorption rate of 3 gallons per day per square feet or 5' wide x 20' long with an effective depth of 4'. Lot 15, Block 2, Sea Turn Subdivision August 20, 2007 Page Two The ground surface on the lot in the area of the absorption trench is nearly fiat with a slight bias to the southwest. The new trench will be constructed parallel with the slope as much as possible in conformance with Municipal requirements. The new septic system will be constructed a minimum of 100' from all wells and any surface water and 10' the proposed and existing water services in the area. If the system is constructed in accordance with our design the following statements apply: The system, if constructed as designed, will have no adverse impact on the wells in the area or those to be constructed in the future. The system, if constructed as designed, will have no adverse impact on existing septic systems in the area or those to be cons{ructed in the future. The system, if constructed as designed, will have no adverse impact on reserve space, either surface or subsurface, on any lots located in the area. The system, if constructed as designed, will have no adverse impact on drainage patterns in the area. The current drainage pattern will be maintained. Sincerely, Michael E. Anderson, P.E. Attachments 11 SEA TURN SUBDIVISION LOT 15, BLOCK 2 54,452 S.F. ~alea Drive ? LOT 15, BLOCK 2, SEA TURN SUBDIVISION DESIGN FACTORS: SYSTEM REQUIREMENTS: Four Bedroom Home Deep Trench System Pero. Rate: 1.7-5 Min./Inch 1,250 Gallon Septic Tank Application Rate: .6 GPD/SF 6' Drainfield Rock 4 Bedrooms X 150 GPDI.6 GPD/SF (Application Rate) = 1,000 SF Absorption Area 1,000 SFI12 SFILF = 83.3 LF Trench Length THEREFORE: Constrect 2-42' Long x 3' Wide x 6' Effective Depth Absorption Trenches at the Location S.h, .o~_,. Flow Line Elevation in Trenches to be 4' Below Odginal Ground Surface. Total Depth to be 10 Below Existing Ground. Provide 4' Cover Over Septic Tank and 3' Cover Over Absorption Trench. Maintain 100' Separation from Wells in the Area. Provide a Flow Splitter Valve to Assure Even Flow to Each Trench. Natural Backfill Geotextile Fabdc 4"Perforeted PVC (Holes Down) Drainfield Rock TYPICAL DEEP TRENCH SECTION (NO SCALE) _,~,; ~,~ .......... r~: ~rade Area Over Trench to Drain Away. ~.~ 2' · · , ~ .~ 49th M n mum 6 Separet on From Bedrock ,. · .. . Minimum 4' Separation From Greund',~ater. ~~ Minimum 100' Separat on From Wells in the Area ~'~'~'.;~s~,""'~.'~-- M~nlmum 100 Separation From Surface Wateror Streams' ~,~"- No. c~.,~, MUNICIPALITY OF ,ANCHORAGE DEVELOPMENT SERVICES DEPARTMENT /,.700 BRAGAW STREET ,ANCHORAGE, AK 99519-6050 SOILS LOG- PERCOLATION TEST LEGALDESCR/PT]ON: LOT 15, BLOCK ~, SEA TURN SUBDIVISION PERFORMED FOR: JASON TURIN~t~y DATE: 6/16/200& PROJECT No.: PARCEL ID#: TECItNIC/AN: [TEST HOLE1 DEPTI I 1 2 3 4 5 6 7-- 8-- 9-- 11 OG/PT SILTY GRAVEL WITH SAND GH A. HARALA SLOPE SITE~ PLAN SEE S~TEPt. AN 'l READING B0H @ 17' 2:30 2:40 2:41 2:51 10 3.00" 20 PERCOLATION RATE; 3.3 (M~/r~CH) PERC. tlOLE DIA, 8" 0NCtlES) TESTRUN BETWEEN: 4.0 FT. ,md 5.0 FT. COMMENTS: TEST HOLE PRE SOAKED PRIOR TO TEST. TEST PERFORMED BY ANDERSON ENGINEERING. I, MICHAEL E,. ANDERSON CERTIFY 'rHAT THIS WAS PERFORMED IN ACCORDANCE WITH ALL STATE AND MUNICIPLE GUIDELINES IN EFFECT ON THIS DATE: 8/10/~007 ~700 DFJ'TI I (f~et) 1 3-- 4-- 5-- 6 7 8 9 11 MUNICIPALITY OF ANCHORAGE DEVELOPMENT SERVICES DEPARTMENT BRAGAW STREET ANCHORAGE, AK c)951c)-6650 SOILS LOG - PERCOLATION TEST IFGAL DESCRIPTION: PERFORMED FOR: JASON TURiNSKY DATE: 6/16/200& PROIECT No.: PARCEL ID#: TECtiNICIAN: I TEst.oLd2 I 0G/PT SILTY GRAVEL WITH SAND GH LOT 15~ BLOCK ?, SEA TURN SUBDIVISION A. HARALA SLOPE No BOH @ 17' SITE PLAN SEE SITE PLAN GROSS TIHEINET TIMEI DEPTH TO READING (M~NUTES) I(M~NU~ES)I WATER NET (INCHES) (INCHES) TEST HOLE PRESOAKED PRIOR TO TESTING: 6.25" 10 12.19" 5.94" 6.25" 10 12.00" 5.75" 6.31" 10 12.12" 5.81" PERCOLATION RATE; 1.70VI1N/INCll) PERC. tlOLEDIA, 8" (INCIIES TEST RUN BETWEEN: 3.fi FT. and 4.5 rT. COMMEN2~: TEST HOLE PR~ SOAKED PRIOR TO TEST. TEST PERFORMED BY ANDERSON ENGINEERING. !, MICHAEL E. ANDERSON CERTIFY THAT THIS WAS PERFORMED IN ACCORDANCE WI'IH ALL STATE AND MUNICIPLE GUIDELINES IN EFFECT ON THIS DATE: 7/10/2007 MUNICIPALITY OF ANCHORAGE L, 700 BRAGAW STREET ANCHORAGE, Al< 99519-6650 SOILS LOG - PERCO~ON TEST -~' ........ ~ .... ~G~D~ON:. LOT 15, BLOCK 2, SEA TURN SUBDIVISION DA~: 6/16/2004 PRO~ No.: P~L ID~: ~~:. A. HARALA SITE PLAN IIIIII 3~: ~'"' 4 ~ "'a' . SILTY GRAIL '" WITH SA~ SOHE SILT ..j ~1 OF wA~ ~~: ~ ~o~ 13--...h DATE RE. lNG GROSS TIME NET TIHE WATER NET DROP (MIRTHS) (MI~ES) (INCHES) 0NCHES) 14-- 15-- '. · ~ ~ 6/17 1 4:06 3.75" 16--~' ... 2 4:36 30 438" .63" 17-- " BOH e ;7' 3 4:37 3.88" 4 :07 30 4.3s" 18-- 5 5:08 3.50" 19-- 6 5:38 30 4.00" .50" 20 ~ERCOMTION ~: 30 ~Ct0 PERC. HOLE D~, 8" ~C~) ~STR~B~: 5.0 ~. ~d 6.0 .~. CO~:, TEST HOLE P~ SOAKED PRIOR TO TEST. ~ST PE~O~ED BY A~E~ON ENG~E~G. I, MICi~EL ~ A~E~ON CER~ ~T ~tlS WAS PE~O~ED ~ ACCORDANCE ~Til ALL STATE A~ M~ClPLE GUIDEL~S ~ EFFE~ ON ~IIS DA~: 8/10/~007 ON-SITE WASTEWATER DISPOSAL SYSTEM CONSTRUCTION AND MATERIAL SPECIFICATIONS SUBJECT: LOT 15, BLOCK 2, SEA TURN SUBDIVISION GENERAL: The scope of this project includes the procurement and placement of a new 1,250-gallon septic tank at the location shown on the Site Plan. Work also includes the construction of 2 new 42' long X 3' wide X 6' effective depth absorption trenches at the location also shown on the Site Plan. The distribution line in the trench will be placed at 3' below the existing ground surface. Total depth of the trench will be 9' below the existing ground surface. The new absorption trenches and septic tank must be placed a minimum of 100' from all private wells and any surface water in the area and .10' from the water service line proposed for the lot. A minimum of 3' of cover Js required over the absorption trench and 4' of cover over the septic tank. A flow splitter valve must be placed to assure even flow to each trench. Slope flattening to the south of the absorption trenches will be required. Fill material must be placed to insure no break in grade greater than 25% is within 50' of the end of each trench. Construction shall be in accordance with the approved site plan, design drawings, Municipal Permit with any special provisions or conditions, and all applicable State and Municipal Wastewater Disposal Regulations. The Contractor shall be responsible for obtaining all underground utility locates and for the layout of the septic system and verification of the location of all lot lines. The Contractor must also vedfy the location of wells in the area and assure that the separation distances are met. Unless specifically agreed otherwise, the contractor shall be responsible for final grading areas subsequently depressed from soil settling. Property owner shall be responsible for revegetation of affected areas unless specifically agreed otherwise. Contractors installing wastewater disposal systems must be certified by the Municipal Department of Health and Human Services for system installations. Owners installing their own systems must receive prior approval from D.H.H.S. before beginning system installation. SEPTIC TANK INSTALLATION 1. A new 1,250-gallon septic tank must be procured from an approved source and installed at the location shown. Lot t5, Block 2, Sea Turn Subdivision August 20, 2007 Page 2 of 3 2. A septic tank is to be constructed by a certified septic tank manufacturer. Construction shall include two 4" cleanouts for pumping access. 3. The septic tank shall be sufficiently bedded to prevent settling or shifting of the tank. 4. All standpipes on the septic tank shall extend a minimum of 12 inches above final grade. 5. Tanks installed without 4' of cover shall have a minimum of 2" of direct burial insulation. 6. A foundation cleanout shall be installed one to four feet from the building foundation. Two cleanouts are required between the tank and the drainfield. 7. Final grading over the tank shall be such that a positive slope exists away from the septic tank. DRAINFIELD CONSTRUCTION: 1. The drainfleld shall be constructed to the dimensions shown on the design. The bottom of the trench shall be within 2" of level. Distribution piping must be placed level with perforations down atop a level bed of drainfield rock. Rock should then be placed over the pipe to provide a minimum of 2" of cover. 3. A silt barrier or geotextile fabdc must be placed between the drainfield rock and the natural soil backfill 4. Monitor tubes must be 4" in diameter and installed at the locations shown on the design. The portion below ground must be perforated. Contractor shall verify the septic tank and drainfleld are a minimum 100' away from any private water wells in the area, 150' from a Class "C" Well or 200' from any community well. Direct bury insulation must be placed over the distribution system if less than 3' of backfill depth is available. Finish grade over the trench must be mounded to prevent settlement or depressions. 7. Grade area surrounding the absorption trench to drain away. A minimum 2' of accepting soil is required below the drainfield rock for a 5' wide trench. Contractor shall verify this condition prior to placement of the rock. All pockets of unacceptable materials must be removed and replaced. Lot 15, Block 2, Sea Turn Subdivision August 20, 2007 Page 3 of 3 MATERIAL SPECIFICATIONS: 1. Septic tanks must be constructed by a municipally approved septic tank manufacturer. 2. The following pipe materials are approved for use in septic system installations in the Municipality of Anchorage: Cast Iron (perforated and solid), ASTM D3034 or P.V.C. (perforated and solid), ASTM F810 or H.D.P.E. (perforated, but not solid) and ASTM D2662 or A.B.S. (perforated and solid). 3. Insulation shall be at least 2" thick extruded direct budal polystyrene (Dow Chemical Co. Styrofoam HI or equal). 4. Septic tank inlets and outlets shall be fitted with watertight couplings (Caulder, Femco, or equal). 5. A permeable geotextile fabdc (Typar, Mirafi or equal) must be installed between the final drain rock layer and the native soil layer. 6. All drain rock shall be .5" to 2.5" in diameter with less than 3% passing the #200 sieve. INSPECTIONS: Municipal Ordinance requires a minimum of two inspections. These inspections must be conducted under the supervision of a professional engineer registered in the State of Alaska. The first inspection must be conducted after the excavation of trenches, beds or pits and before the installation of any gravel. A septic tank may be set in place, but may not be backfilled. The second inspection must be conducted after the placement of the geotextile fabric, gravel, distribution piping, standpipes, cleanouts and insulation. No backfill should be in place at the time of inspection. ~ontractor shall provide a copy of all field survey layout and construction notes for use in preparing the certified as-built of the completed system. August 2.1, 2007 a~ It is my intent as the homeowner to construct a septic system on the property 6120 Azalea Dr Lot 15, block 2, Sea Turn sub. I have 20 years experience operating different types of equipment (backhoes, excavators, loaders, dozers, boom trucks, eot.). I excavated the foundation, the sewer and water lines for the house I built and currently live in. I have worked as a lineman for Norcon and Alaska Communications Systems building and maintaining underground plant during the past 15 years. I have built one new and rebuilt one other septic system, both of which are still working fine. I will be building the system and will be on the property the entire time it is being placed. I am planning to borrow an excavator from Jason Hodges for the project. If for some reason that becomes unavailable due to scheduling conflicts, I will rent one from Airport or United rentals. The project has been designed by; will be inspected and as-built by Anderson engineering. Rob Schoff Municipality of Anchorage Development Services Department Building Safety Division On-Site Water and Wastewater Program 4700 South Bragaw St. P.O. Box 196650 Anchorage, AK 99519-6650 www.ci.anchorage.ak.us (907) 343-7904 ON-SITE SEWER/VVELL SUBMITTAL COMMENT SHEET To: ,Anderson Engineering Legal description: .Sea Turn, B2 L15 []Permit [--IC.O.S.A. r']Inspection Report The attached paperwork has been reviewed and is being returned for the following reasons: ,x, 1. Slope waiver request and fee required. /J¢,.~, cre~e ' sc,.{,'=,~ 5b'~\ 2. The profile diagram doesn't maich the statement on the profile page. ~*- 3. Submit TH4 soils log. ot~-4. The proposed trench location is not parallel to the contours of the slope. Name of reviewer:. Deb Date: 8/27107 P/ease supp/y the necessary information and re-submit your request. LEAVE THIS FORM ATTACHED TO THE PAPERWORK Building S,'ffcl.x Di~ston P.O. I~)x l~J(iSO * -~7(X) Bragaw Street Anchon~gc, Alaska ~)519-(3C~--,0 * (t.X)7) 3-$3-&q01 · FtLx (~)7) 343-82¢X) httl~://www, munl.org July 17, 2006 Jason Turinsy 6120 Azalea Drive Anchorage, AK 99516 Subject: Expired On-Site Water and/or Wastewater Permit Permit Number: SW050318 Legal Description: Sea Turn B2 LI 5 Dear Mr. Turinsy: An On-Site Water/Wastewater Permit, number SW050318 issued by this office for a single-family system, will expire on Aug 25, 2006. Permits are valid for 365 calendar days from date of issue. If this ~vas a well permit and the well has been drilled, a well log must be sent to this office for documentation &the installation and to close the permit. If this permit ~vas 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 ofthe system. As-built inspection reports are required to be submitted within 30 days of the completion ofthe system. If no system was installed under this permit, and you are still planning to install a well or wastewater disposal system, a new permit must be obtained from this office. A one-time renewal fee for a second year may be issued for a $115.00 if the renewal application is received on or before the expiration date of the original permit. When applying for a new permit, the fees are $460.00 for a waste~mter permit and $175.00 for a well permit. Ifyou have any questions, please call this office at 343-7904. Program Manager On-Site Water and Wastewater Program Enc: Copy ofpermit MUNICIPALITY OF ANCHORAGE Development Services Deparfment On-Site Water & Wastewater Program 4700 South Bragaw Street P.O. Box 196650, Anchorage, AK 99519-6650 (907) 343-7904 ON-SITE WASTEWATER DISPOSAL SYSTEM I WATER SUPPLY PERMIT Renewal Date Issued: Aug 25, 2005 Expiration Date: Aug 25, 2006 Permit Number: SW050318 Legal Description: SEA TURN SUBDIVISION BLOCK 2 LOT 15 Design Engineer: 0014 Anderson Engineering Owner Name: JASON TURINSY Owner Address: 6120 AZALEA DRIVE ANCHORAGE, AK 99516- Parcel ID: 017-121-39 Site Address: 6120 AZALEA DRIVE Lot Size: 54452 SQ. FT. Total Bedrooms: 5 Permit Bedrooms: 5 This permit is for the construction of: [] Disposal Field [] Septic Tank [] Holding Tank [] Privy [] Private Well [] Water Storage 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 ( 18AAC80 ). 3. The engineer must notify DSD at least 2 hours prior to each inspection. Provide notification by calling (907) 343-7904 ( 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. Issued By;, Date: Date: ~/-z ~- j~ Municipalit7 of Anchorage Development Services Department Building Safety Division On-Site Water and Wastewater Program 4700 Bragaw St. P.O. Box 196650 Anchorage, AK 99519-6650 www. ci.anchorage.ak.us (9O7) 343-79O4 ON-SITE SEWER/VVELL PERMIT APPLICATION FOR A SINGLE FAMILY DWELLING Parcel I.D. Property owner(s) Mailing address Site address Legal description (Lot, Block & Sub'd.) ~ ~.,~///-) Legal description (Section, Township & Range) Lot Size ,~(/q,..,~ Acr~'"'~ THIS APPLICATION IS FOR: Sewer Only Sewer and Well Sewer Upgrade THIS PROPERTY CONTAINS: Hot Tub Swimming Pool Therapy Pool Permit Number SW Day phone ,,~,~' ~'7~) Zip Code ~'.~57(/~ Zip Code Number of Bedrooms Well Only [] Water Storage [] [] Jacuzzi [] [] Water Softening Unit [] I certify that the above information is correct. I further certify that this application is being made for a Single Family Dwelling and is in accordance with applicable Municipal Codes. (Signa/ture of"~rope~ owner or author[zed agent) Permit/Rush Fees: Date of Payment: Receipt Number: (Rev. 09/04) Waiver Fees: Date of Payment: Receipt Number: 01/14/2003 1~:~6 50~6570108 I~;OlM & OULIE PA~ 81/01 ye. ax'. Mmficipality of Anchorage ~70() Br~ax*.' SIr¢cl · ,~mchorag¢. ).laska Mayor Mark Beglch Building Safety Disnlslon June 13, 2005 Jason Turinsky 6120 Azalea Drive Anchorage, AK 99516 Subject: On-Site Water and/or Wastewater Permit. Permit Number: SW040241 Legal Description: Sea Turn Block 2 Lot 15 Dear Mr. Turinsky: An On-Site Water/Wastewater Permit, number SW040241, issued by this office for a single-family system, will expire on July 01, 2005. The permit is 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 are still planning to install a well or wastewater disposal system, a new permit must be obtained from this office. A new permit for a second year may be issued for a fee of$115.00 if the renewal application is received on or before the expiration date of the original permit. When applying for a new permit, the fees are: $460.00 for a wastewater permit and $175.00 for a well permit. If you have any questions, please call this office at 343-7904. Sincerely, Daniel J. Roth Program Manager On-Site Water and Wastewater Program Ene: Copy ofpermit Community, Security, Prosperity MUNICIPALITY OF ANCHORAGE Development Services Department On-Site Water & Wastewater Program 4700 South Bragaw Street P.O. Box 196650, Anchorage, AK 99519-6650 (907) 343-7904 ON-SITE WASTEWATER DISPOSAL SYSTEM I WATER SUPPLY PERMIT Initial Date Issued: Jul 01, 2004 Expiration Date: Jul 01, 2005 Permit Number: SW040241 Parcel ID: 017-121-39 Legal Description:~,SEA TURN SUBDIVISION BLOCK 2 LOT 15 ', Design Engineer:. 0014 Anderson Engineering Site Address: 6120 AZALEA DRIVE Owner Name: JASON TURINSY Lot Size: 54452 SQ. FT. Owner Address: 6120 AZALEA DRIVE Total Bedrooms: 5 Permit Bedrooms: 5 ANCHORAGE, AK 99516- This permit is for the construction 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 tn 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 DSD at least 2 hours prior to each inspection. Provide notification by calling (907) 343-7904 ( 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 dosed on the same day. B. Covered, sealed, and heated to prevent freezing. Date: '7-/' 0¢ Parcel I.D. Municipality of Anchorage Development Services Department Building Safety Division On-Site Water and Wastewater Program 4700 South Bragaw St. P.O. Box 196650 Anchorage, AK 99519-6650 www.ci.anchorage.ek.us (907) 343-7904 ON-SITE SEWER/WELL PERMIT APPLICATION FOR A SINGLE FAMILY DWELLING Permit Number SW Property owner(s) Jason Tuflnsky Day phone 350.9000 Mailing address (1) P.O. Box241502 Anchorage, AK99524 Legal description (Lot, Block & Sub'd.) Lot t5, Block 2, Sea Turn Subdivision Legal description (Section, Township & Range) Lot Size 54,452 SF AcreslSq. Ft. Number of Bedrooms Rye THIS APPLICATION IS FOR: Sewer Only Sewer and Well Sewer Upgrade THIS PROPERTY CONTAINS: Hot Tub Swimming Pool Therapy Pool [] Well Only [] [] Water Storage [] [] [] Jacuzzi [] [] Water Softening Unit [] I certify that the above information is correct. I further certify that this application is being made for a Single Family Dwelling and is in accordance with applicable Municipal Codes. (Signature of property owner or authorized agent) Permit Fees: Date of Payment: Receipt Number. (Rev. 12/00) Waiver Fees: Date of Payment: Receipt Number. ANDERSON ENGINEERING P.O. BOX 240773 ANCHORAGE, AK 99524 . 522-7773 522-6779 (FAx) June 24,2004 Municipality of Anchorage Development Services Department On-Site Water and Wastewater Program 4700 South Bragaw Street Anchorage, AK 99519-6650 Subject: Lot 15, Block 2, Sea Turn Subdivision Septic System Design and Permit Application Impacts to Adjacent Properties Dear Onsite Services Engineer: The owner of Lot 15, Block 2, Sea Turn Subdivision intends to construct a five-bedroom home on the property. We are therefore requesting a permit be issued for the construction of a new well and septic system to serve the home. The Site Plan and backup documentation identify the location and configuration of the proposed well, septic system and alternate site. No conflicts between the new septic system and other systems in the area have been noted. An existing well is located on the lot to the west which will impact placement of the septic system. Care must be taken to insure the 100' separation distance is met. Existing drainage arrows and the current drainage pattern are also identified on the Site Plan. The drainage pattern will be maintained after development of this lot is complete. Test holes placed near the location of the absorption trench and alternate site indicated silty sand and gravel. The accepting soils were tested and found to have percolation rates of 30 to 60 minutes per inch. No groundwater was found during excavation and none was noted during the monitoring period. Our design includes the placement of a new 1,500-cjallon septic tank along with 2 - 54' long by 3' wide by 8' effective depth absorption trenches to collect and treat the sewage generated in the house. The bottom of the trench will be 11' below the surface. The distribution pipe will be 3' below the surface. The alternate site will be an Advantex treatment system to qualify for a reduction in trench length due to the limited surface area available. A minimum of 3' of cover will be placed atop the trenches and a minimum of 4' of cover will be placed atop the new septic tank. The ground surface on the lot slopes at grades from 2% to 5% from northeast to Lot 15, Block 2, Sea Turn Subdivision June 24, 2004 Page Two southwest in the area of the absorption trenches. The lot slopes more radically toward Rabbit Creek at the back of the house. The absorption trenches will be constructed parallel with the slope of the ground surface as much as possible in conformance with Municipal requirements. The new septic system will be constructed 100' from all wells and surface water, It will also be constructed a minimum of 10' from any water service in the area. If the system is constructed in accordance with our design the following statements apply: The system, if constructed as designed, will have no adverse impact on the wells in the area or those to be constructed in the future, 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. The system, if constructed as designed, will have no adverse impact on reserve space, either surface or subsurface, on any lots located in the area. The system, if constructed as designed, will have no adverse impact on drainage patterns in the area. The current drainage pattern will be maintained. Sincerely, Michael E. Anderson, P,E. Attachments I 2 5-- 6-- 7-- PERFORMED FOR: LEGAL DESCRIPTION: MUNICIPALITY OF ANCHORAGE DEVELOPMENT SERVICES DEPARTMENT ~700 SOUTH BRAGAW STREET ANCHORAGE, ALASKA SOILS LOG - PERCOLATION TEST Jason Tudnsk¥ DATE PERFORMED: 6/16/04 Lot 15, Block 2, Sea Turn Subdivision TEST HOLE # OG/oLPRoJECT # Silty Gravel W/Some Sand GM 6 SLOPE SITE PLAN SEE SITE PLAN FOR TEST HOLE LOCATION WAS GROUNDWATER ENCOUNTERED? IF YES, WHAT DEPTH? DEPTH OF WATER AFTER MONITORING: DATE: No S L 0 None P E 6/24/2004 COMMENTS: READING DATE GROSS NET DEPTH TO NET TIME TIME WATER DROP Start 6116 10:02 1.25" I 10:32 30 2.13" .88" Recharge 10:33 1.25" 2 11:03 30 2" .75" Recharge 11:34 1" 3 12:04 30 1.75" .75" PERC RATE: 40 MIN./INCH PERC. HOLE DIAMETER; 8" TEST RUN BETWEEN 5.0 FT. AND 6.0 FT. Test Hole Pre Soaked Pdor to Test. TEST PERFORMED BY: ALAN HARALA I, MICHAEL E. AND[R~0N, CERTIFY THAT THIS TEST WAS PERFORMED IN ACCORDANCE WITH ALL STATE AND MUNICIPAL GUIDELINES ON THIS DATE: 6/23/2004 lea · .,. JDrive 127.43 10' L~li~y Easement ., ~ n,~)~',~ ~---'~-.;'¢~ ......... ~',.. I I / ~"~"' -_ _,-,~ / ~ ... . "...'~--_'~. , · ~ '~ j _ . ..~-".."7 . · I '~_' '"~;" I Lot 15, Block 2, Sea Turn Subd~vs~on LOT 15, BLOCK 2, SEA TURN SUBDIVISION DESIGN FACTORS: SYSTEM REQUIREMENTS: Five Bedroom House Deep Trench System Perc, Rate: 34 MinJlnch 1,500 Gallon Septic Tank Application Rate: .45 GPD/SF 8' Drainfleld Rock 5 Bedrooms X 150 GPD/.45 GPDISF (Application Rate) = 1,666.7 SF Absorption Area 1,666.7SFI16 SF/LF = 104.2 LF Trench Length THEREFORE: Construct 2 - 53' Long x 3' Wide x 8' Effective Depth Absorption Trenches. Flow Line Elevation in Trenches to be 3' Below Original Ground Surface. Total Depth to be 11' Below Existing Ground. Place Flow Splitter Valve to Insure Even Flow to Each Trench, Provide 3' of Cover Over Trenches and 4' Over Septic Tank or Provide 2" Insulation and 2' of Cover. Maintain 100' Separation Between Open Surface Water and Septic Tank and Absorption Trenches. 2~5" 8~0" Natural Backfill GeotextJle -- Fabric 4" Perforated PVC (Holes Down) -- Drainfield Rock w TYPICAL DEEP TRENCH SECTION NOTE: (NO SCALE) Grade Area Over Trench to Drain Away. Minimum 6' Separation From Bedrock. Minimum 4' Separation From Groundwater. Minimum 100' Separation From Wells in the Area. Minimum 100' Separation From Surface Water or Streams. Minimum 10' Separation From Water Service Line. . ~~ ~ · .,','. , ' ;; ~. : · . · .. .... " · .. 1'. I ". IO:41AS To: Tufinsky Con~tmc~on ~o PROPERTIES 1435 P. 3/4 ON-SITE WASTEWATER DISPOSAL SYSTEM CONSTRUCTION AND MATERIAL SPECIFICATIONS SUBJECT: LOT 15, BLOCK 2, SEA TURN SUBDIVISION GENERAL: The scope of this project includes the procurement and placement of a new 1,500-gallon septic tank at the location shown on the Site Plan. Work also includes the construction of 2 new 53' long X 3' wide X 8' effective depth absorption trenches at the location also shown on the Site Plan. The distribution line in the trenches will be placed at 3' below the existing ground surface. Total depth of the trench will be 11' below the existing ground surface. A flow splitter valve must be placed to assure even flow to each of the trenches. The new absorption trenches must be placed a minimum of 100' from the well on this and adjacent lots. A minimum of 100' must separate any surface water in the area and the septic tank and absorption trench. The trench must be a minimum of 10' from the lot line. Construction shall be in accordance with the approved site plan, design drawings, Municipal Permit with any special provisions or conditions, and all applicable State and Municipal Wastewater Disposal Regulations. The Contractor shall be responsible for obtaining all underground utility locates and for the layout of the septic system and verification of the location of all lot lines. The Contractor must also verify the location of wells in the area and assure that the separation distances are met. Unless specifically agreed otherwise, the contractor shall be responsible for final grading areas subsequently depressed from soil settling. Property owner shall be responsible for revegetation of affected areas unless specifically agreed otherwise. Contractors installing wastewater disposal systems must be certified by the Municipal Department of Health and Human Services for system installations. Owners installing their own systems must receive prior approval from D.H.H.S. before beginning system installation. SEPTIC TANK INSTALLATION 1. A new 1,500-gallon septic tank must be procured from an approved source and installed at the location shown. 2. A septic tank is to be constructed by a certified septic tank manufacturer. Construction shall include two 4" cleanouts for pumping access. Lot 15, Block 2, Sea Turn Subdivision June 24, 2004 Page 2 of 3 3. The septic tank shall be sufficiently bedded to prevent settling or shifting of the tank. 4. All standpipes on the septic tank shall extend a minimum of 12 inches above final grade. 5. Tanks installed without 4' of cover shall have a minimum of 2" of direct burial insulation. 6. A foundation cleanout shall be installed one to four feet from the building foundation, Two cleanouts are required between the tank and the drainfleld. 7. Final grading over the tank shall be such that a positive slope exists away from the septic tank. DRAINFIELD CONSTRUCTION: 1. The drainfleld shall be constructed to the dimensions shown on the design. The bottom of the trench shall be within 2" of level. Distribution piping must be placed level with perforations down atop a level bed of drainfield reck. Rock should then be placed over the pipe to provide a minimum of 2" of cover. 3. A silt barrier or geotextile fabric must be placed between the drainfleld rock and the natural soil backfill. 4. Monitor tubes must be 4" in diameter and installed at the locations shown on the design. The portion below ground must be perforated. Contractor shall verify the septic tank and drainfield are a minimum 100' away from any private water wells in the area, 150' from a Class "C" Well or 200' from any community well. Direct bu~j insulation must be placed over the distribution system if less than 3' of backfill depth is available. Finish grade over the trench must be mounded to prevent settlement or depressions. 7. Grade area surrounding the absorption trench to drain away. A minimum 2' of accepting soil is required below the drainfield rock for a 5' wide trench. Contractor shall verify this condition prior to placement of the rock. All pockets of unacceptable materials must be removed and replaced. Lot '15, Block 2, Sea Turn Subdivision June 24, 2004 Page 3 of 3 MATERIAL SPECIFICATIONS: 1. Septic tanks must be constructed by a municipally approved septic tank manufacturer. 2. The following pipe materials are approved for use in septic system installations in the Municipality of Anchorage: Cast Iron (perforated and solid), ASTM D3034 or P.V.C. (perforated and solid), ASTM F810 or H.D.P.E. (perforated, but not solid) and ASTM D2662 or A.B.S. (perforated and solid). 3. Insulation shall be at least 2" thick extruded direct burial polystyrene (Dow Chemical Co. Styrofoam HI or equal). 4. Septic tank inlets and outlets shall be fitted with watertight couplings (Caulder, Femco, or equal). 5. A permeable geotextile fabric (Typar, Mirafi or equal) must be installed between the final drain rock layer and the native soil layer. 6. All drain rock shall be .5" to 2.5" in diameter with less than 3% passing the #200 sieve. INSPECTIONS: Municipal Ordinance requires a minimum of two inspections. These inspections must be conducted under the supervision of a professional engineer registered in the State of Alaska. The first inspection must be conducted after the excavation of trenches, beds or pits and before the installation of any gravel. A septic tank may be set in place, but may not be backfilled. The second inspection must be conducted after the placement of the geotextile fabric, gravel, distribution piping, standpipes, cleanouts and insulation. No backfill should be in place at the time of inspection. Contractor shall provide a copy of all field survey layout and construction notes for use in preparing the certified as-built of the completed system.