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Home My WebLink AboutAUTUMN RIDGE LT 8Municipality of Anchorage Development Services Department .::2: .-'~ Building Safety Division On-Site Water & Wastewater Program, 4700 South Bragaw St. P.O. Box 196650 Anchorage, AK 99519-6650 '~ www.ci.anchorage.ak.us (907) 343-7904 Page 1 of On-Site Wastewater Disposal System and/or Well Inspection Report Permit Number:. SW010485 PID Number: O15-051-rO4'1/ Name: MASTERPIECE HOMES c/o KELLY HF'ISTUMAN Wastewater System: · New I-I Upgrade Address: P.O. BOX 775471 * EAGLE RIVER, AK 99577 ABSORPTION FIELD Phone: No. of Bed•oma: (907) 884-1254 6 · Deep Trench I"l Shallow Trench rt Bed r'l Mound [] Other LEGAL DESCRIPTION ,~, ,ou,~: o.8 r~o/s~, r~ ,at,, ~,,~ ~,, ~,~11 - AUTUMN RIDGE SEE DWG. ~ 7.0 ·: -- Range: Section: Fal ~ded obey* or~ol gr~e: ~,av.l - - SEE DWG. r~ 90' (2 WELL: · New r-I Upgrade 2.5 r~ 2 PRIVATE 245 r~ 240.9 r~ 1260 so.r~ D 5054/ F-810 M-W DRILLING 12/20/02 192.6 r~ MASTERPIECE HOMES 12/28-29/2001 20-25 o.~J UNKNOWN r~I 2 ~ TANK SEPARATION DISTANCES · S.pt~a Fl Holding rt S.T.E.P. •Other To Septic Absorption Uft Holding Publlc/Priv~te Mar•rectum'er:. Cel~a~it~ In galion~: tram Tank Reid Station Tank S*,,, U,,, ANCHORAGE TANK 2000 we~ 100'+ 100'+ - - 25'+ STEEL 2 S,,rfo~e Water ~00'+ ~00'+ - - - LIFT STATION Lot Line 5'4- 10'4- - -- - s~z. ~n ~,on.: Foundation 5'4- 10'+ - - - 'Pump °n' lev'l at; ~~u r'h 'at'r a~rm at: Curtain Drain NONE KNOWN . eum~,: Ja*ct~¢ol ~pe~t~n* I~r~m~l ~:. I I Remarks: BENCH MARK BO'I-rOM OF TANK ~,,~.~.~ ~,.uo.: 92.6 Inspections performed by: AKWWC, INC. Dates:lst 12/28/2001 ~9.-"',[-[ 11-t~ "..~.~?~ 2nd 12/28/2001 '..) .: ..... ~ ~[2.-~':....~ 3rd 12/29/2001 ~.'~ ~ .th 12/29/2001 i'- Department of Health {an, d Human Services approva~ ~1;? ~ll~l~?J~'""ul~{ o"1~,, ~lE. ..... Reviewed and approved by: ~ ~ Date: ~l~.-t ~, oX AS BUILT DBAWING SW010485 -- 015-051-04 REQUIRE ADVANCED TREATMENT % INkeD ~OW ~ ...... ~ ~ I % SPU~ (~) ~ ~04 .' ~ / .' . · k \ \ ST2 165.57 91.12 , ~su 68.80 9~.~0 I i Ds,~ 69.89 9-~.~0 I? I ~-s 78.~6 102.88 I ~ co~ . ~.g~ co~ ~.~0 ~.~s ~ / , Po~ I~.ol ~4.so ~ / co~ I ss.o~ g8.o~ X~ / X / / ~kSTEEPIECE HO~[S 250-8245 2 OF AUTUMN RIDGE SUBDIVISION; LOT 8 ~_"'E.JJ ...... "~ AS-BUILT OF NEW WELL AND SEPTIC SYSTEM LOCATION A B ST1 50.96 76.72 ST2 65.57 91,12 DBL1 68.80 94..30 DBL2 69.89 95.40 FS 78.36 102.88 C01 , 76.97 100.97 MT1 69.51 86.50 C02 169.70 79.35 CO3 93.01 14.60 MT2 86.92 102.78 C04 88.01 98.07 PERMIT NUMBER: SWOlO483 AS- BUILT DP AWING 015-051-04 F1NAL GRADE 10L74 (A~.) TOP OF T~K AT~ ~ = ~TOP OF T~K AT INL~ - 97.50~ ~ 0~ - 97.48 N~ 2000 GALLON I~ OF BUNG SEPTIC TANK ~RT OF BUNG AT AT IN~ - 97.02 O~ - 96.76 ~.70 (A~.) H I I - ~ ~,~ o~ ~,~ t i~l~ - ~ ~ Ei~ ~ ~0~. or ~ ~ (~.) D~WN ~: ... AI~SI~ 5~TER & WASTE~TER UASTERP~[C[ HOUES (007) 250-8245 * Or ~ ,~';/~,[/~;;~;" AUTUMN RIDGE SUBDIVISION; LOT 8, TRACT A, PROFILE AS-BUILT DRAWING OF NEW SEPIIC SYSTEM 83/13/2882 17:48 3453287 M W DRILLING, INC PAGE 82 Job No.: 02-110 M-W Drilling, Inc. * P,O. Box 110378 · Anchor~e, AK 99511o ~ 907-345-4000 · 907-34§-3287 Fax· Project No.: N/A Pc~mit No. $W010483 Groundwater Well As-Built & Lo~ + Wtll Ownet,: ]Vh..:rpiece Homes ~ of Well: +Le~alD~erlption: TI2Nt R.3W, Section 1SENE4 Po~o~ Lot 8 Au~mn P, Jd~e Subdivi~) ' Anchorage, Alaska ~ -- Construction · HoleDepth: 243' ·Ca~lng6'::t: 6" ·Cased To: 240.90' ·Materlak A 53 Steel · Drill M~bod: Ai: g~ · W~ Co~l~on- ~ ~d X Scr~ P~o~d M~bod: o Scre~ Pe~omtion d~crlption: None · Grout Note.~: (5) SK~ No. g ~t~itc ~ulcs · Note. t: · WellDevelopment: Method: Air surge Notes: +~tatic water level ($WL) 192.6' (x_":'.~) (bolow) top ef caslng (TOO. · Wellyicld tot at 20-25 gallon~ per mlnate (GPM)/ · with 100% ofdrawdown (DD)from static tnet (SWL). · Method: Air · Date ofcompl~ton: 20 Februn~ 2002 ·Pamp ln~ta/L' · N/A Well Log Depth in feet from top of easing. Detnlb of formations ;,endearedt size of materJal~ color and hnrdn__~_~ 0 TO 2 Casim. stickup ....... 2 TO 57. Gravelly silt .... 57 TO 77 Silty sandy gravel 77 TO 82 Silty gravel: d. amp.. 82 TO 117 Sandy gravel: damp 117 TO 164 Gravelly silt: cobbles 164 TO 223 Gravelly' silt: brown, damp ... 223 TO 243 Water gravel TO TO TO To TO C~rU.~eate FEB-ZT-02 08:49AM FROM-CT&E ENVIRON~NTAL SRV ,~__ CT&E Environmental Services Inc, 9075615301 T-652 P.0Z/03 F-243 CT&E Ref.# Client Name Project Name~ Client Sample ID Matrix Ordered By PWSID Sample Remarks: 1020977001 AK Water & Wastewatcr Consultants Inc. Autumn Ridge S/D Lot 8 From Well Head Drinking Water Client PO# Printed Date/Time 02/26/2002 13:06 Collected Date/rime 02/22/2002 11:40 Received Date/Time 02/22/2002 11:55 Technical Director Stephen C, Ede Relea~d By~ Allowable Prep Analysis Paran~ctcr Results PQL Units Me~hod Limits Date Date Init I/at. era Dep&~: tmen'c. Nirmtc-'N 0.650 0.200 mg/L EPA 300.O (<10) 02/22/02 JDT ~crobiolo~ Laborator~ 'Total Coliform 0 coVlOOrat, SMI8 9222B (<l) 02/22/02 KAP FEB-ZZ-OZ 08:50A~ FRO~CT&E ENVIRON~NTAL T-652 P.03/03 F-Z43 CT&E Enuironmentnl Services lnG. 200 W. Potler Driv~ ranking Water A~alysis Report for Total Coliform Bacteria ~,~.~,'~*. ^~-ala..o, Tel: (907) 662.2343 REA]} INSTRUCT, ID. NS ON JtEFER,~£ SIDE B£FOP~. COLLECTING S,4MPL£ Faa. (g07l seT -530l . MUST BE COMPLETED BY WATER SUPPLIER TO BE'CO~IPLE~6 a~ LABO,RATORY 13 PUBLIC WATER SYSTEM I.D. # * f PRIVATE WATER SYSTEM .': Month Day Year SAMPLE DATE: SAMPLE TYPE: ~ Routine 13 Repeat Sample (for routine sample with lab rea. no. ,, ) O Special Purpose ~ Treated Water ~f Untreated Water, Time Collected SAMPLE LOCAT1.ON Coil~ed By //,~o~ "~"V'* ',~"'"'", , , '~,~" Commellts: Analysil shows this Water SAMPLE to be: SafisfKmry ' Unsal~sfictory Sample over 30 houri old. ~ul= m~y S~ple too long in ~nsit; s~pl~ should not ~ ov~bu~ old ar exnmina~on to (ndic~ relaxin result. Ple~e new ~ple via s~ial delive~ marl, TI~ Recefv~ - // Analysis Bugan. I ~ ~ Anti,rcM Method: ~emb~ne Filter ' Num~ ofcolo~i~100 mi. R~ulff Annlyst ch Fbk~ Jun Time:. Client notified of unsatisfactory results: fhon~ ' 'Spoke with Date: Time: BACTERIOLOGICAL WATER ANALYSIS RECORD - MMO-MUG I~mlc Total Coliform , , , £ Ce//, , Membrane Filtsn Dirm C~,ugt .~~~..~~ Colenks/100 mi Verification*. LTB fiGB conFIRM Fecal Collfer,'n Confirmsdon , Final Memb~,ue Filter Rtsult~ {~) Colifnrm/100 mi ,.po,,., \'-1 h. Faxed MUNICIPALITY OF ANCHORAGE Deve/opmen! Services Department On-Site Water & Wastewater Program 4700 South Bragaw Street P.O. Box 196650, Anchorage, AK gg51g-6650 (go7) 343-7g04 ON-SITE WASTEWATER DISPOSAL SYSTEM I WATER SUPPLY PERMIT Initial Date Issued: Dec 10, 2001 Expiration Date: Dec 10, 2002 Permit Number: SW010483 Legal Description: T12N R3W SEC 15 NE4 PTN , Design Engineer: 0041 AK Water & Wastewater Consultan' Owner Name: Masterpiece Homes c/o Kelly Heistuman Owner Address: PO Box 773471 Eagle River, AK 99577-0000 Parcel ID: 015-051-04 Site Address: 005400 ABBO'I-r RD Lot Size: 2214155 SQ. FT. Total Bedrooms: 6 Permit Bedrooms: 6 This permit is for the construction of: r~ Disposal Field [] Septic Tank [] Holding Tank [] Privy [] Private Well [] Water Storage All construction must be in accordance with: 1. The attached approved design. 2. Ail 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. ~l',This Permit is for Proposed Lot 8 Autumn Ridge Subdivision. Received By: ~ ~ Date: Date: /~/~/~/~)~ Municipality of Anchorage Development Services Department Building Safety Division On-Site Water & Wastewater Program 4700 South Bragaw St. P.O. Box 196650 Anchorage, AK 99519-6650 www.ci.anchorage.ak.us (907) 343-7904 Parcel I.D. ON-SITE SEWER/WELL PERHIT APPLICATION FOR A SINGLE FAHILY DWELLING ~---C~ ~'-/- ~-// Permit Number ,.~'~/O 1~)4~v~ 'Property owner(s) Mailing address (1) Mailing address (2) Legal description (Lot, Block & Sub'd.) tOT B; AIJTUMN MASTERPIECE HOMES c/o KELLY HEISTUMAN P,O, BOX 77,~-71 * EAGLE RIVER. AK Legal description (Section, Township & Range) Lot Size '"~-i'Z"l~"!~'~'' Acres/~ THIS APPLICATION IS FOR: Sewer Only ~ Sewer and Well Sewer Upgrade N THIS PROPERTY CONTAINS: Hot Tub r-] Swimming Pool [-'] Therapy Pool [] Day phone B~4-1234 Zip Code RIDGE SUBDIVISION 99577 Number of Bedrooms Well Only Water Storage Jacuzzi ~r~ 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. ALASKA WATER &: WASTEWATER CONSULTANTS~ INC. Permit Fees: Date of Payment: Receipt Number: Waiver Fees; Date of Payment: Receipt Number:. ALASIG WATER & WASTEWATER CONSULTANTS, INC. December 4, 2001 Municipality of Anchorage Development Service Department Building Safety Division On-Site Water & Wastewater Program P.O. Box 196650 Anchorage, Alaska 99519-6650 Reft Proposed Well and Septic System for Lot 8, Autumn Ridge Subdivision To whom it may concern: The proposed 6 bedroom house will be served by a private well and septic system. Four soils log were excavated on the property and logged by Michael E. Anderson, P.E. We are proposing that a 2000 gallon septic tank be installed outside the 100 foot well radii and also a deep trench type drainfield be installed around athe 30 foot radius of TH-58. Comments regarding the proposed design are summarized as follows: 1. SOILS: Attached are the logs which shows the soil classifications, groundwater monitoring, and the percolation test results. It is our opinion that an application rate of 0.8 gallons/day/ft2 should be used. 2. TRENCH DESIGN: a. Percolation Rate: 6 &15 minutes/inch b. Allowable Application Rate: 0.8 gallons/day/ft2 c. NumberofBedrooms: 6 d. Design Flow: 900 gallons per day e. Minimum Absorption Area: 1125 ft2 f. Total Depth: 11 feet (max.) g. Effective Depth: 7 feet h. Width: 2.5 feet i. Reduction Factor: N/A j. Minimum Length: 90 feet total length (2 @ 45 feet long each) k. Effective absorption area = 1260 ft2 3. SURFACE WATERS: There are no surface waters within 100 feet of the proposed septic system. 6901 Debarr Road, Suite 2B * Anchorage, AK 99504 Ph: (907) 337-6179 * Fax: (907) 338-3246 * Website: akwwc.com 4. TOPOGRAPHY: As can be seen on the attached topography site plan, the average topography in the area of the proposed septic system is a 5% to 10% percent running from approximately southxvest to northeast, The trenches are to be installed parallel to slope contours. I am unaware of any adverse impacts this installation would have on adjacent wells or septic systems. assistance. Sincerel3t', If you have any questions, please contact us at 337-6179. Thank you for your NOTE: Attached is a site plan drawing, a design dra~v#tg, a topography site plan, two soils log, and a 7page construction specification letter which are all part of the design package for this septic system. 6901 Debarr Road, Suite 2B * Anchorage, AK 99504 Ph: (907) 337-6179 * Fax: (907) 338-3246 * Website: akwwc.com ', J ' o ,, ~. __q.z- ,, , ~x ~ ~_ ===~t~m~. ..~ -'-. ' W 1/2. ~ 1/4, W 1/2, N 1/2; /w NE 1/4; T12N, R~. SE~ 15 ~ .... ~' ~ g; ~ ~PB~. C~~ ~SI~ ~TER & WASTEWATER s~ J.LM. ,, CONSULTANTS, lNg., l" T~. z.~...... ~ .... ~ ~- L [ .... :....~ PR~ FOR PHONE NUMBS: P~E NUMBS: , ;~:~ ;. 5 .~..~. ...... :....~ MASTERPIECE HOMES c/o KELLY HEITSTUMAN 884-1254 1 OF 2 AUTUMN RIDGE SUBDIVISION; LOT 8 ~E OF WORK: ~'~, SITE P~N FOR PROPOSED WELL LOCATION AND SEPTIC SYSTEM r-PROPOSED DRNNRD.DS. EXCAVATE A TRENCH ATHAT ~S 11 tLLi DEEP BY 2.5 tLLr WIDE I I BY 45 FEL-'r LONG EACH (90 FEEl* TOTAL ~, ! I ~ LENGTH). ADD 7 t~ OF CLEAN WASHED '"-J I -- SEWER DRNNROCK. INSTALL TRENCHES II~STNJ. ~ SPIJITER C-----'-'----'-~ / : I INSTALL DOUBLE ~ TH-59 / ~o~ ~ooo ~ ~ /~~~ / ,, / -z., '5 i \ ROPOSEO WELL TH-57 ~ NOTE: THE CONTRACTOR SHALL HAVE THE NORTH &: WEST PROPERTY UNFS FLAGGED BY A REGISTERED LAND SURVYOR PRIOR TO CONSTRUC'~ON. / \ / I \ / N / .................................................... o,~ ~: .......... CONSULTANTS, INC. 1" ~ " t h..k.:.,~.... ~ ......... MASTERPIECE HOMES c/o KELLY HEITSTUMAN 884-1254 2 OF 2 ~ '.Je~I- AUTUMN RIDOE SUBDIVISION; LOT 8 v~,~'.~..~ 955 ....- ,~.,.o~' ............ .~.? DESIGN OF PROPOSED WELL LOCATION AND SEPTIC SYSTEM 48,025 q.ftX g Municipality of Anchorage Depadment of Health & Human Services 825 L Street, Anchorage, AK 99502-0650 SOILS LOG - PERCOLATION TEST Performed For: Bob Klein Legal Description: Lot 8_ Autumn Ridge Subdivision 8 9 10 11 12 14 15 16 17 18 19 PTIOL 10% - 15% Silt Bottom of Hole SLOPE Date Performed: 17J9/99 SITE PLAN Was Groundwater Encountered? No S If Yes, What Depth? L Depth to Water O After Monitoring None P Date: 1122100 E Reading Date Gross Net Depth To Net Time Time Water Drop 1 10-Dec 11:18 3.13" ~ 11:48 30 8.13" 5" 3 11:49 3.0"6" 4 12:19 30 8.12" 5.06" 5 12:20 3.13" 6 12:50 30 8.13" 5" Perc. Rate: 6 Min./Inch Perc. Hole Diameter: 6" Test Run Between 4.5 Ft. and 5.5 Ft. Comments: Percolation Cavity Presoaked Prior to Testing. Performed By: A Harala. I, ~ Certify That This Test Was Performed In Accordance With All State and Municipal Guidelines In Effect On This Date: II20/00 Municipality of Anchorage Department of Health & Human Services 825 L Street, Anchorage, AK 99502-0650 SOILS LOG - PERCOLATION TEST Performed For: Bob Klein Legal Descriptiom Lot 8. Autumn Ridge Subdivision SLOPE 5 6 8 9 10 11 12 13 14 15 16 17 18 19 PT/eL SM Fine Gray ML Clusters Was Groundwater Encountered? No S If Yes, What Depth? L Depth to Water After Monitoring None Date: 1122100 Bottom of Hole Date Performed: SITE PLAN 12/9/99 Reading Date Gross Net Depth To Net Time Time Water Drop I 10-Dec 1:15 4" 2 1:45' 30 6" 2" 3 1:46 4" 4 2:16 30 6.12" 2.12" 5 2:18 4.06" 6 2:48 30 6.06" 2" Perc. Rate: 15 Min./Inch Perc. Hole Diameter: 6" Test Run Between 4.5 Ft. and 5.5 Ft. Comments: Percolation Cavity Presoaked Prior to Testing. Performed By: A Harala. I, ~ Certify That This Test Was Performed In Accordance With All State and Municipal Guidelines In Effect On This Date: 1/20/00 Municipality of Anchorage Department of Health & Human Services 825 L Street, Anchorage, AK 99502-0650 SOILS LOG - PERCOLATION TEST Performed For: Bob Klein Legal Description: Lot 8. Autumn Ridge Subdivision SLOPE PTIOL 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 GPIGM Ground Water Bottom of Hole Was Groundwater Encountered? Yes O i[ If Yes, What Depth? ?' L Depth lo Water After Monitoring 7' Date: 1122100 Date Performed: 12/9/99 SITE PLAN Reading Date Gross Net Depth To Net Time Time Water Drop I 9-Dec 1:18 4" 2 1:19 I 10,13" 6.13" 3 1:21 4.13" 4 1:23 2 10.13" 6" 5 1:24 4" 6 1:26 2 9.94" 5.94" == , 19 Perc. Rate: LT 1 Min./inch Perc. Hole Diameter: 6" Test Run Between 4 Ft. and 5 Ft. Comments: Percolation Cavity Presoaked Prior to Testing. Performed By: A. H~rala. I, [~ Certify That This Test Was Performed In Accordance With All State and Municipal Guidelines In Effect On This Date: 1/20/00 Municipality of Anchorage Department of Health 8, Human Services 825 L Street, Anchorage, AK 99502-0650 SOILS LOG - PERCOLATION TEST Performed For: Bob Klein Legal Description: Lot 8. Autumn Ridge Subdivision SLOPE Date Performed: SITE PLAN 12/9199 PTIOL GPIGM 8 Was Groundwater 9 Encountered? No If Yes, What Depth? 10 Bottom of Depth to Water Hole After Monitoring None 11 Date: 1/22100 S L O P E 12 13 14 15 16 17 18 19 Reading Date Gross Net Depth To Net Time Time Water Drop I 9-Dec 2:10 3" 5 2::16 4" 6 2:18 2 {).94" 5.94" Perc. Rate: LT 1 Min./inch Perc. Hole Diameter: 6" Test Run Between 4 Ft. and 5 Ft. Comments: Percolation Cavity Presoaked Prior to Testing. Performed By: A. Her@la I, ~ Certify That This Test Was Performed In Accordance With All State and Municipal Guidelines In Effect On This Date: 1120/00