HomeMy WebLinkAboutBIRCH HILLS TERRACE BLK 1 LT 4Birch Hills Terrace Block 1 Lot 4 #050-141-06 Municipality of Anchorage On-Site Water and Wastewater Program • (907) 343-7904 SUBWTA ON-SITE WASTEWATER INSPECTION REPORT I I (o DEC 18 2013 Permit Number: OSP PID Number: 050-141-06 Dwelling: ® Single Family (SF) ❑ Duplex (D) ❑ Multiple (SF and/or D) Project: ® New ❑ Upgrade Name: PHILIP RUPP & KALEINANI BROOKS ABSORPTION FIELD ® Deep Trench ❑ Shallow Trench ❑ Bed ❑ Mound Address 5509 SAPPHIRE LOOP, ANCH., AK 99504 ❑ Other Phone Number of Bedrooms Soil Rating Total depth from original grade 4 1.0 GPD/SF 10 Ft. LEGAL DESCRIPTION Depth to pipe invert from original grade 4.9 Fl. Gravel depth beneath pipe 5.1 Ft. Subdivision Block Lot BIRCH HILLS TERRACE 1 4 Fill added above original grade Var. -1.2 to +1.6 Ft. Gravel length 60 Fl. Township Range Section Gravel width 3 Ft. Beds: Number of Lines Distance between lines Ft. SEPARATION DISTANCES To Septic Absorption Lift Station Holding Sewer Total absorption area Number of trenches Dist. between trenches From Tank Field Tank Line 600 Ftp 1 Ft. Well 100'+ 100'+ 100'+ 25'+ TANK ® Septic ❑ S.T.E.P. ❑ Holding ❑ Other Manufacturer ANCH. TANK Capacity 1 1250 Gal. Surface Water 100'+ 100'+ 100'+ - Material STEEL Number of compartments 2 Lot Line 5'+ 10'+ 5'+ -- NA Foundation 5'+ 10'+ 51+ __ LIFT STATION Manufacturer _________________ Capacity Gal. Curtain Drain NA *50'+ NA -- Remarks Tank Insulated. *None Known Pump on level at in. Pump off level at in. High water alarm at in. Pump make and model 7 Electrical Inspections performed by Tank to D3034 PIPE MATERIAL House to tank D3034 Installer Martin Const. CO. drainfield Drainfield D3034 CO/MT D3034 Inspector ARCTERRA BENCHMARK (Assumed elevation) 100 ft Inspectionl5r $/26/13 9/10/13 Location and description dates: 2nd 3" 9/10/13 0 FF Garage COMMUNITY DEVELOPMENT DEPARTMENT APPROVAL C Aw hi Conditional Approval: DateO ,'/ 71i6'Pfii ML0.04 ti�� z�ta/�� K sstd ser Approved Date Inspection Report.doc AS -BUILT SYSTEM DETAILS/SITE PLAN PerMItOSP12116 BIRCH HILLS TERRACE SUBDIVISION BLOCK 1 LOT 4 PID# 050-141-06 NEW 1250 -GALLON SEPTIC TANK A -C=64.6' 90.40 < B -C=47.4' DRAM: A -D=70.9' 9D ND: STAKING B -D=55.1' KMD A -E=58.3' o B -E=50.7' DAA A -F=62.0' A 0 1250 GA B -F=55.0' _-YANK SEPTIC A-6=117.6' TANK B-13=108.0'fl� Q, _►ft_` Of _�� .F ALS �1 I / *'49 Tx /, _ g CE -9118 waAf "�n'1v'3310�PV � TH13-1 GRAVEL D/W LOT 4 10' UTILITY EASEMENT SCALE, 1' = 30' Nlpa°ZA'�Fllml 71R R1' FINAL GRADE SEWER ROCK 1 60' PREPARED FOR1 PHILIP RUPP & KALEINANI BROOKS 5509 SAPHIRE LOOP ANCHORAGE, AK 99504 FIELD BOOKS carPulm: BDUNDARr.BOUNDARY DRAM: BMW 9D ND: STAKING CHCCKO: KMD ASBDILT. JLS DAIS 10/1/1 DW. ML' MID: NWO152 ADAD RLE: FILE 'IDB N..: 12-143 l/i���ll�ll ry'l7°SULTING , ­r* fp AK. 99577-513 g � 89,50 �� GRADE T 73.50 mN SCALE: NTS l/i���ll�ll ry'l7°SULTING , ­r* fp AK. 99577-513 . Qs JERRq sa � ARC1m )CRRA CONSULTING, INC r » 212 E 51' Ave Anchora AK 99503 x,�a"trl.G-+' 'i , gee Office (907) 868-3791 Fax (907) 868-3793 Performed for: SOILS PERCOLATION TEST Kalei & Phil Rupp Date Performed: 8/27/13 Of' AZ t Project: Birch Hills Terrace Block 1. Lot 4 TEST HOLE # TH 13-1 Depth SEE ATTACHED SITE PLAN 1-0 ORG/OL FOR HOLE LOCATION SP w/ some gp Sand increasing w/ depth Trace of silt and a little more moist towards BOH. Water percolated/absorbed rapidly in sandy soils. B.O.H. 17 - SIEVE ANALYSIS = SP El 19 - INSITU MATERIAL 20- SUITABLE AS FILTER Was Ground water encountered? NO What depth? NA Depth to water after monitoring? NA Date? 9/6/13 Reading Date Gross Time Net Time Depth to Water Net Drop l 8/28/13 1:00 6" - 2 1:01 3 min dry 6" 3 * 1:02 6" - 4 1:03 3 min dry 6" 5 6 7 8 9 10 11 12 * Water Added Percolation Rate OS (min/in) Pere Hole Diameter 6" Test Run Between 10 feet and I 1 feet I, Kenneth M. Duffus, certify that this test was performed in accordance with all State and Municipal guidelines in effect on this date. AGGREGATE/SOILS TEST REPORT PROJECTNAME: TEST SVCS 2013 DATE TAKEN: UKN PROJECT NO.: 13-400-131 DATE TESTED: 8/29/13 CLIENT: KND TESTED BY: WG SAMPLE NO.: P233 REVIEWED BY: JAB LOCATION: ANC/AK DEPTH: 8'BG Phone: (907) 564-2120 3335ARCTIC BLVD, SUITE 100, ANCHORAGE, AK 99503 Fax: (907) 564-212 SIEVE ANALYSIS TEST (A_STM fi ici SIEVE SIZE DIAMETER (mm) TOTAL % PASSING 6" 152.4 22 4" 100 D30= 3" 76.2 0.5 2" 50.8 100 1" 25.4 89 3/4" 19 85 1/2" 12.7 79 3/8" 9.5 74 # 4 4.75 59 #10 2 36 #20 0.85 18 #40 0.425 8 # 60 0.25 4 #100 0.15 3 #200 0.075 2.2 HYDROMETER TEST !ASTM 04221 ELAPSED DIAMETER TOTAL% TIME (mm) PASSING 0 0.5 1 2 4 8 15 30 60 67 1286 %GRAVEL: 41.2 % SAND: 56.6 % SILT/CLAY: 22 D60= 5.1 D30= 1.6 D10= 0.5 Cu= 10.0 C� 1.0 %.02 mm % Moist.:= 4.0 Fine Modulus:= (ASTM D4318) LL, PL.= PI. = (ASTM Cl Z7) C SpG (bulk).= C SpG (app -)- C SpG (SSD).= %Absorp. Frac %= (ASTM C128) F SpG (bulk).= F SPG (app.).= F SpG (SSD). % Absorp.= (ASTM DI 557) Dry Den (U) = Dry Den (C) = M%(U)= M%(C)= SpG (assumed) = M -D Test Method = CLASSIFICATION: Poorly Graded Sand w/Gravel USC: SP FROST CLASS: NFS DESCRIPTION: RUPP COMMENTS: GRAIN SIZE DISTRIBUTION 900 GRAIN SRE IN MILLIMETERS MOISTURE -DENSITY RELATIONSHIP 1W.0 145.0 140.0 135.0 US Z 130.0 w 125.0 0 120.0 115.0 110.0 0.0 2.0 4.0 6.0 8.0 10.0 12.0 14.0 MOISTURE CONTENT (%) '1HAT TENSURG DILLEY 8 € NNEV, _ 6 et n svrtants zz/ry° \ LOT 7 �RFc 30'F \WELL • LOT 16 2.4' LENGTHS ON 6.1' RADIUS SEPTIC • VENTS (tYp) EXISTING FOUNDATION �o• WELL LOT 4 ANCHORAGE RECORDING DISTRICT, ALASKA AS -BUILT OF: BIRCH HILLS TERRACE SUBDIVISION LOT 4 BLOCK 1 PLAT 69-74 SURVEY CERTIFICATION: I, John L. Schuller, have conducted a physical survey of this property as shown on this drawing and that the improvements situated thereon are within the property lines and no enchroachments exist other that noted. EXCLUSION NOTES: It is the owners responsibility to determine the existence of any easements, covenants, or restrictions which do not appear on the recorded subdivision plat. Under no circumstance should any information on this drawing be used for construction of fences, structures, improvements, or for establishing boundary lines. WORK ORDER NUMBER: DAT- SCALE: E-MAIL: SEPT 28, 213 1"=30' 13-037 DRAWN 8Y: CHECKED U1 GRID NUMBER: I BOOK/PAGE JLS NW 153 13167 GRAVEL D/W 10' UTILITY EASEMENT N89°3855"W 218.81' (N89°58'00"W 220.10' R) LOT 15 / O• = FND 5/8" REBAR O = FND I" IRON PIPE LOT 14 0 0!T_XXX1 yp p D LAND ��� ....... ........ ....�.. ' ter L. SCHULLER:' 1 r LS -10408 % }� P o / 1�\aO "zC3 1831 Talkeetna Street xvt Of, Anchorage, Alaska 99508 (907) 227-1455 office (907) 274-4992 fax n W Q j U? � o O r�01 o rrI N Q fo W cc LO O J1 • LOT 16 2.4' LENGTHS ON 6.1' RADIUS SEPTIC • VENTS (tYp) EXISTING FOUNDATION �o• WELL LOT 4 ANCHORAGE RECORDING DISTRICT, ALASKA AS -BUILT OF: BIRCH HILLS TERRACE SUBDIVISION LOT 4 BLOCK 1 PLAT 69-74 SURVEY CERTIFICATION: I, John L. Schuller, have conducted a physical survey of this property as shown on this drawing and that the improvements situated thereon are within the property lines and no enchroachments exist other that noted. EXCLUSION NOTES: It is the owners responsibility to determine the existence of any easements, covenants, or restrictions which do not appear on the recorded subdivision plat. Under no circumstance should any information on this drawing be used for construction of fences, structures, improvements, or for establishing boundary lines. WORK ORDER NUMBER: DAT- SCALE: E-MAIL: SEPT 28, 213 1"=30' 13-037 DRAWN 8Y: CHECKED U1 GRID NUMBER: I BOOK/PAGE JLS NW 153 13167 GRAVEL D/W 10' UTILITY EASEMENT N89°3855"W 218.81' (N89°58'00"W 220.10' R) LOT 15 / O• = FND 5/8" REBAR O = FND I" IRON PIPE LOT 14 0 0!T_XXX1 yp p D LAND ��� ....... ........ ....�.. ' ter L. SCHULLER:' 1 r LS -10408 % }� P o / 1�\aO "zC3 1831 Talkeetna Street xvt Of, Anchorage, Alaska 99508 (907) 227-1455 office (907) 274-4992 fax Jun 12 13 09:27a Sullivan Water Wells 907 688 2759 p.2 2q1 ') U 8 ` � i ELLS somatic-Cammeaaal - eogihermal j !hone se7-ess.2T5e i wanaseY awaterwena� Well Log Permit Nunlbev OSP 121116 Date Of Issuc 611412012 Parcel fdontificatiori Nwriber: 65014106000 1 012 912 0 1 2 Date completed.3013012012 Ill located aovedermi s well at pt location? Xs I No Dare Stae'ed:� _ - Ye Property DCS ription BIRCH HILLS TERRACE Lot 4 Block 1 Section: Town: Range: Property Owner Name & Address: PHILIP RUPP 5509 SAPPHIRE LOOP ANCHORAGE, AK 99504 Borehole Data: Depth Method of Drilling x� air rosary cable tool Soil Type, Thickness & Water Strata From To Casing t) pe; 0 2 Wall thickness 0.25 inches Casing Stickup Diameter 6 inches Total: 124 feet Overburden 2 4 �--- Liner type: Sand Gravel Silt Dense 4 26 Diameter 4.3 ladies Depth: 120 feet Hardpan 26 36 Casing stick-up above ground: 2 feet Static Water Level (from top of casing) 95 feet Hardpan WIClay 36 123 Bedrock Broken 123 128 Pumping Level: feet after 1 hours pumping 1 gpm Gray & White Bedrock 126 162 1 Recovery Rate 1 gpm Gray Bedrock 162 185 Method of Testing: Air Gray & White Bedrock 185 260 Well Intake 0 in Opening Type Gray Bedrock 250 400 Open Fail x I Open Hole Screened. Start feet Stopped feet X Perforatpns Stall 42 feet Stopped 49 feet Grout Type: Bentonite dry_ granular Volume: s6 Pounds Depth 44 Start o feet Stopped 44 feet Pomp Intake Depth: feet Pump size: HP brand name Well disinfected upon Completion? kX; Yes _ No Method of disinfection CHLORINE 50 PPM Comments: ALSO PERFORATED AT 67-85 FEET. Water Sample Results: Arsenic: ugR Well Drier: Cole Sullivan Nitrates mg'l Sullivan Water Wells Total Coliform Bacteria- _ calonie000nkL P.O. Boz 670272Chugiak, AK 99667 Other bacteria: coViOt1mL (907)688-2259 Attention: The property owner shall provide fins log u1 DSD lonsitel and urvtcanuem XJ uays uk �u,E,t„.., , . VJ'attf teb ;Drtrftng log by DOC CO. db SULLIVAN WATER WELLS P.O. BOX 670272, CHUGIAK, ALASKA 99567 • TELEPHONE 688-2759 OWNER OF LAND., ADDRESS: 53�2-SiOfi�l� a a�__ marl LEGAL DESCRIPTION: yr/�eeS TG �i9e� DATE: .2• -- �� PERMIT NJMBER: 4JW6 Date cf issuel_ -L4 -1.2 TAX IDENTIFICATICN NUMBER: is well located at approved perrrit location? &Yg� ❑ No Method of Drilling: it rotary U cable tact Depth of well: 10a Casing Type 't Wal! Thickress 4 inches Diameter inches. depth _L_-_-_-_-_ feet Liner Type:— Casing Stickup Above Ground: feet Static Water Level: feet Recover Rate: Method of Testing: —, Well Intake Opening Type: J open end a cper hole IJ Screened; Start _ feet Stopped._ --feet U Perforations Start r feed Stopped feet Cron, Type: tser,,rcw' TaL CrH FI Volum e Depth: from _—�feet, to ��t? feet Well Disinfected Upon Col ipletion? I No Method of Disinfection: Comments: r _ tisrY. c4L.4 Y �B d Nr4 w �jt las uo tett - -- I I Driller's Name_. tcc+Jr' f ATTENTION: It is the responsibility of the property owner to submit a copy of the well log to the proper authority. Municipality of Anchorage: Department of Health & Human Services and/or Department of Environmental Conservation. MatSL Borough: Department of Environmental Conservation. L d 69ZZ-999-L06•1, SIIQM aeiePJti ueAlllnS eLZ Ol el, Zi, unr ARCTIC PUMP IN WELL INC. Jim Sullivan I IT, PO Box 770197 °a Eagle River, AK 99577 _ (907)688-2510 (907)258-2510 (907)745-2510 aowfaZeci.aet Pump Installation Log Well Drilling Permit Number: ospl21116 Parcel Identification Number: 05014106000 Date Of Issue: 6/14/2012 Legal Description Birch Hills Terrace Property Owner Name Address: Phill Rupp Lot: 4 5509 Sapphire Lp Block: 1 Eagle River AK 99577 Pump Installaion Date: Pump Intake Depth Below Top of Well Casing: Pump Manufacturer's Name Pump Model: Pump Size: Pitless Adapter Burial Depth: Pitless Adapter Manufacturer's Name Pitless Adapter Installer: Well Disinfected Upon Completion? Method of Disinfection: Comments: PumpinstallerName: Arctic Pump & Well, Inc. Thursday, July 18, 2013 6/25/2013 346 Feet Franklin Constant Pressure System: 10SDQP 1.5HP 1.5 HP 12 Feet Baker Arctic Pump Yes Chlorine ARCTIC PUMP & WELL INC. Fy; Jiro Sullivan x s, PO Box 770197 tamm Eagle River, AK 99577 (907)688-2510 (907)258-2510 (907)745-2510 ap)yWg6tiet Pump Installation Log Well Drilling Permit Number: osp131122 Parcel Identification Number: 05014106000 Date Of Issue: 6/11/2013 Legal Description Birch Hills Terrace Property Owner Name Address: Phill Rupp Lot: 4 5509 Sapphire Lp Block: 1 Eagle River AK 99577 Pump Installaion Date: Pump Intake Depth Below Top of Well Casing: Pump Manufacturer's Name Pump Model: Pump Size: Pitless Adapter Burial Depth: Pitless Adapter Manufacturer's Name Pitless Adapter Installer: Well Disinfected Upon Completion? Method of Disinfection: Comments: PumpinstallerName: Arctic Pump & Well, Inc. Thursday, July 18, 2013 6/25/2013 390 Franklin Constant Pressure System: 10SDQP 1.5HP 1.5 HP 12 Feet Baker Arctic Pump Yes Chlorine SGS Ref.# 1132311001 Client Name Sullivan Water Wells Printed Date/Time 06/14/2013 16:08 Project Name/# Birch Hills Terrace Collected Date/Time 06/11/2013 10:00 Client Sample ID Birch Hills Ter Lot I Blk 4 ER Received Date/Time 06/11/2013 14:00 Matin Drinking Water Technical Director Stephen C. Ede PWSID 0 Sample Remarks: Allowable Prep Analysis Parameter Results LOQ Units Method Container ID Limits Date Date Init Metals by ICP/MS Arsenic ND 5.00 ug/L EP200.8 C (<10) 06/13/13 06/13/13 HKS Waters Department Total Nitrate/Nitrite-N 2.53 0.100 mg/L SM21 450ONO3-F B (<10) 06/13/13 AYC Microbiology Laboratory E. Coli Negative 1 100mL SM21 9223B A 06/11/13 SDP Total Coliform - Negative 1 100mL SM21 9223B A 06/11/13 SDP Municipality of Anchorage Community Development Department On -Site Water and Wastewater Program 4700 Elmore St. • P.O. Box 196650 Anchorage, AK 99519-6650 • http://www.muni.org/onsite • (907) 343-7904 Well Decommissioning Log Legal Address: Subdivision t(il"a1 �if,('6 UL Block _� Lot T R Section Lot On-site Water & Wastewater Program certified contractor performing the well decommissionignX. /7, Name: Cay& suaVAAn Signature: Comp V J T1it1 hVGt� WXtC+/ Ludas Well decommissioning date (A N 4%/ Method of decommissioning: AMC 15.55.06OL1 a. ❑ b. ❑ C. Location: Use the space belowto provide a drawing of the property showing the following items; • North arrow • Decommissioned well, • Other water wells on the property, Two separate swing -tie distances for each well shown on the drawing, Note: The swing -tie distances shall be measured from either permanent structures or the/property corners. All Utl-,torlel. to /V rW R(Ie(�V coov�sc "a QZ'Aakv e. 6 A F Qro�AnYfcartic.f �5 p;5fgnte k0 wit Z- 4kanc2 m j, bQCowtwlis5io'kJ — D'S`aacv /V G p(oQaf Corr+f 5 01 Wit\ �('E ��yf� LaSNeC WtV\. N G:1Community Development\Development Services\Building Safety\On Site Water and WB stewaterNForms\Cllent FormslWell Decommisioning On -Site Wastewater Disposal System Permit Permit Number: OSP131122 Tax Code Number: 05014106000 Work Type: Septic Permit Effective Dates: June 11, 2013 MUNICIPALITY OF ANCHORAGE Development Services Department On -Site Water & Wastewater Program 4700 Elmore Road, PO Box 196650 Anchorage, AK 99519-6650 Telephone: (907) 343-7904 to June 11, 2014 Design Engineer: ARC TERRA CONSULTING INC Subdivision: BIRCH HILLS TERRACE Site Legal Address: BIRCH HILLS TERRACE BILK 1 LT 4 G:0153 Owner/Address: BROOKS KALEINANI & RUPP PHILIP 5509 SAPPHIRE LOOP ANCHORAGE AK 995046000 Site Mailing Address: 18318 TEDROW CIR, Eagle River This permit is for the construction of: Y Disposal Field Y Septic Tank N Holding Tank All construction must be in accordance with: Lot Size in Sq Ft: 48787 Total Bedrooms: 4 N Privy N Private Well N Water Storage 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 wastewater code requires inspections during the installation. The engineer must notify the Development Services Department at least 2 hours prior to each inspection. Provide notification by calling (907) 343-7904 (24 hours). 4. From October 15 to April 15, a subsurface soil absorption system under construction during freezing weather must either: A. Open and Close on the same day. B. Covered, sealed, and heated to prevent freezing. Special Provisions: 1. A seive analysis is to be done prior to the construction of the septic field. Please submit results with the As -built Inspection Report. If the results require a design change, construction of the system will stop pending On -Site review and approval. 2. CO #1: The Engineer needs to do an additional test hole prior to the construction of the septic field. Construction may proceed at your own risk before the 7 day water monitoring is complete. Please submit stamped and signed results with the As -built Inspection Report. If the results require a design change, construction of the system will stop pending On -Site review and approval. 3. CO #1: If the lot is not developed, any wells located on the lot are to be decommissioned. 4. Two well logs must be submitted to close this permit. Received Issued By MUNICIPALITY OF ANCHORAGE Community Development Department Phone: 907-343-7904 Development Services Division Fax: 907-343-7997 On -Site Water & Wastewater Program ON-SITE SEWER/WELL PERMIT APPLICATION Parcel I.D. 050-141-06 Property owner(s) Phil & Kaleinani Rupp Day phone Mailing address 5509 Sapphire Loop, Anchorage Site address 11 3LQ O'red t'atAtC1ru-e Legal description (Sub'd., Block & Lot) Birch Hill Terrace Blk 1 Lot 4 Legal description (Township, Range & Section) Lot Size 48787 Sq. Ft. Number of Bedrooms 4 APPLICATION IS FOR: APPLICATION IS AN: TYPE OF DWELLING: (® all that apply) Absorption Field ❑x Initial ❑x Single Family (SF) ❑x (w/wo ADU) Septic Tank ❑x Upgrade ❑ Duplex (D) ❑ Holding Tank ❑ Renewal ❑ Multiple Dwellings ❑ Privy ❑ (SF and/or D) Private Well Water Storage ❑ THIS APPLICATION INCLUDES A VARIANCE / WAIVER REQUEST FOR: Distance: I certify that the above information is correct. I further certify that this is in accordance with applicable Municipal Code/ss.. / (Signature of property or authorized agent) pr Permit/Rush Fees: Waiver Fees: Date of Payment: - Date of Payment: Receipt Number: Receipt Number: Permit No. OSPI3! Waiver No. Permit App__ ::�.,:c. On -Site Water & Wastewater System Permit MUNICIPALITY OF ANCHORAGE Development Services Department On -Site Water & Wastewater Program 4700 Elmore Road, PO Box 196650 Anchorage, AK 99519-6650 Telephone: (907) 343-7904 Permit Number: OSP121116 Tax Code Number: 05014106000 Work Type: WellSeptic Initial Permit Effective Dates: June 14, 2012 to June 14, 2013 Design Engineer: ARC TERRA CONSULTING INC Subdivision: BIRCH HILLS TERRACE Site Legal Address: BIRCH HILLS TERRACE BILK 1 LT 4 G:0153 Owner/Address: BROOKS KALEINANI & RUPP PHILIP 5509 SAPPHIRE LOOP ANCHORAGE AK 995046000 Site Mailing Address: Lot Size in Sq Ft: 48787 Total Bedrooms: 4 This permit is for the construction of: Y Disposal Field Y Septic Tank N Holding Tank N Privy Y Private Well N 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 wastewater code requires inspections during the installation. The engineer must notify the Development Services Department at least 2 hours prior to each inspection. Provide notification by calling (907) 343-7904 (24 hours). 4. From October 15 to April 15, a subsurface soil absorption system under construction during freezing weather must either: A. Open and Close on the same day. B. Covered, sealed, and heated to prevent freezing. Special Provisions: Submit a Well Decommissioning Log from a certified pump installer or well driller stating that the well was decommissioned per code for all wells on the lot that will not be in use. Special Provisions: - A seive analysis is to be done prior to the construction of the septic field. Please submit results with the As -built Inspection Report. If the results require a design change, construction of the system will stop pending On -Site review and approval. Special Provisions: CO #!: If the lot is not developed, any wells located on the lot are to be decommissioned. Special Provisions: CO #I: The Engineer needs to do an additional test hole prior to the construction of the septic field. Construction may proceed at your own risk before the 7 day water monitoring is complete. Please submit stamped and signed results with the As -built Inspection Report. If the results require a design change, construction of the system will stop pending On -Site review and approval. Received Issued By, MUNICIPALITY OF ANCHORAGE Community Development Department Phone: 907-343-7904 Development Services Division Fax: 907-343-7997 On -Site Water & Wastewater Program Mayor Dan Sullivan ON-SITE SEWER/WELL PERMIT APPLICATION FOR A SINGLE FAMILY DWELLING Parcell.D. 05'0-/1-1/-13(0 Property owner(s) P#&11' P0011i° Day phone Mailing address .SSv-f j111*1726 W©P �fxeh 246,r ,4& 99s6q Site address /027 IZD94w c.,4, L-A (� /livtx , ,q,- 91 9.22 Legal description (Sub'd., Block & Lot) R/acH WlccS 7p*e44:_ 73/ �4 Legal description (Township, Range & Section) Lot Size 707 Sq. Ft. THIS APPLICATION IS FOR: (® all that apply) Absorption Field X Septic Tank Holding Tank ❑ Privy ❑ Private Well Water Storage ❑ Number of Bedrooms _f THIS APPLICATION IS AN: Initial Upgrade ❑ Renewal ❑ THIS APPLICATION INCLUDES A VARIANCE / WAIVER REQUEST FOR: 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. property owner or agem) Permit/Rush Fees: to 7,36 - Waiver Fees: Date of Payment: &&&2 Date of Payment: Receipt Number: 055_ v2D Receipt Number: Permit No. ASAI 12I1/40 Waiver No. GABui1d1ngl0n SiteTorms%Client FormsTermit App_010411.doc (Rev. 1/11) September 13, 2012 ARC 1 ERRA CONSULTING, INC 212 E. 51"Ave, Anchorage, AK. 99503 Office (907) 868-3791, Fax (907) 868-3793 Municipality of Anchorage Development Services Department On -Site Water & Wastewater Program P.O. Box 196650 Anchorage, AK 99519-6650 Subject: Change Order Design Permit OSP121116— Birch Hills Terrace B1, U The owner has requested we modify our design for a well and septic permit on the subject lot due to the lack of water in the first well location. The general slope of this lot is from northeast to southwest at a grade of approximately 0-10%. The well location has moved thus also moving the house and septic system outside the proposed well radius. The new septic location is just outside the radii of the testholes that were performed on May 29, 2012, which were submitted and approved. If water is obtained in the new well location we will then excavate a new test hole to confirm conditions for the septic system location. Water was not noted at time of excavation or during monitoring. We propose to install 5' wide shallow trench system. Adjacent properties are served by public water. There is no surface water within 100' of the proposed system and there are no known curtain drains within 50'. We do not expect there to be any adverse effect on adjacent lots by the development of this system. If you have any questions, please contact me at 868- 3791 / FAX 868-3793. Respectfully submitted, ArcTerra Consulting, Inc. Kenneth M. Duffus, P.E. Attachments: On -Site Sewer Application Wastewater Absorption System Details/Site Plan 20441 PTARMIGAN BLVD • EAGLE RIVER, AK 99577-8736. • PH (907) 868-3791 • FAX (907) 868-3793 June 5, 2012 ARC 1 ERRA CONSULTIN"g INC 212 E. 51st Ave, Anchorage, AK. 99503 Office (907) 868-3791, Fax (907) 868-3793 Municipality of Anchorage Development Services Department On -Site Water & Wastewater Program P.O. Box 196650 Anchorage, AK 99519-6650 Subject: New Well & Sewer Permit — Birch Hills Terrace Bl, L4 The owner has requested we proceed forward to obtain a well and septic permit on the subject lot. The general slope of this lot is from northeast to southwest at a grade of approximately 0-10%. We have designed the 4 -bedroom system utilizing the testholes that were performed on May 29, 2012, which results are attached. Water was not noted at time of excavation or during monitoring. We propose to install 5' wide shallow trench system. Adjacent properties are served by public water. There is no surface water within 100' of the proposed system and there are no known curtain drains within 50'. We do not expect there to be any adverse effect on adjacent lots by the development of this system. If you have any questions, please contact me at 868- 3791 / FAX 868-3793. Respectfully submitted, ArcTerra Consulting, Inc. Kenneth M. Duffu . . Attachments: On -Site Sewer Application Wastewater Absorption System Details/ Site Plan Soils Logs/ Percolation Tests 20441 PTARMIGAN BLVD • EAGLE RIVER, AK 99577-8736 • PH (907) 868-3791 • FAX (907) 868.3793 eo--/rI WELL & WASTEWATER DISPOSAL SYSTEM DETAILS/SITE PLA BIRCH HILLS TERRACE SUBDIVISI❑N BLOCK 1 LOT 4 IN � LOT 16 00 PUBLIC WELLS WITHIN 200' OF PROPOSED SYSTEM. NO PRIVATE WELLS WITHIN 200' OF PROPOSED SYSTEM EXCEPT AS NOTED. NO SEPTIC SYSTEMS WITHIN 20D' OF PROPOSED WELL EXCEPT AS NOTED. -d1w � OF 4\ U f / ff *..4 TH *.I 3 CE -7 6 o � 1 pq�i� iz- �`i m , ftnssIOlP4 Aw Scalel 1'= 100' PAGE 1 OF 2 LOT 14 DESIGN DETAILS 4 BDRM X 150 GPD - 600 GPD 600 GPD/1.0 GPD PER SQ. FT. (1 MIN/IN.)= 600 SQ. FT (600 / 2 x (5' GRAVEL) = 60 FT. TRENCH USE 1 TRENCH - 60' (L) X 2' (W) X 5' (D) Total depth of system Is 10' MAX from original grade. Total depth of gravel below distribution pipe is 5' NOTES: 1. INSTALL 1250 GAL SEPTIC TANK & INSULATE TANK IF <4' COVER. 2. INSULATE TRENCH WITH 2' HD BURIAL FOAM IF <3' OF FILL. MIN. 2' FILL WITH INSULATION. 3. CONTRACTOR WILL ENSURE MAXIMUM 2% SLOPE INTO SEPTIC TANK. 4. CONTRACTOR WILL ENSURE ALL SEPARATIONS TO ADJACENT WELLS, SEPTICS EASEMENTS, PROPERTY LINES, ETC... 5. SAND LAYER TO BE ADDED IF SIEVE ANALYSIS REFLECTS GREATER THAN 1 MIN./IN PRIOR TO CONSTRUCTION, PREPARED FOR: PHILIP RUPP & KALEINANI BROOKS 5509 SAPHIRE LOOP ANCHORAGE, AK 99504 FIELD BOOKS COMPUTED: BDUNDARY: BOUNDARY DRANK. BMW STAKING: STAKING . CHECKED: KMD ASBUULr. JLS DATE' 6/5/12 Dw. HUE: GR)D: NW0153 ACAD FILE: FILE JOB ND.: 12-143 co`�V1��ya9o�� Ary �'SUI,TING , 5l FR• AK. 99577-515 WASTEWATER DISP❑SAL SYSTEM DETAILS BIRCH HILLS TERRACE SUBDIVISION BLOCK I LOT 4 !q� WELL gADIUS ��y PROPOSED DECOMMISSION EXISTING WELL5AND I HOUSE SUBMIT LOG PRIOR TO INSPECTION Ca1RuTm: REPORT APPROVAL. DRA'''T: BMW STARING: STAKING CHECKED. KMD FLAG ALL PROPERTY LINES. �? PROPOSED WELL RADIUS AND CO . EASEMENTS PRIOR TO CONSTRUCTION. JOB Na: 12-143 CONTRACTOR WILL ENSURE NO GREATER THAN (>) 15% SLOPES WITHIN 100' OF SEPTIC LEACH FIELD. j,01' NO WELLS FOUND WITHIN 200' OF PROPERTY LINES EXCEPTED AS TH12-2 Q'ot, !- NOTED. INSTALL NEW CONTACT ENGINEER PRIOR TO 1250 -GALLON CONSTRUCTION TO COORDINATE SEPTIC TANK INSPECTIONS. Scale: 1'= 30' PAGE 2 OF 2 ,OFAL411 * TH* * �/ KENNETH CE -7116 Wa W OFEss1oT1� TW2-3 PREPARED FOR: PHILIP RUPP & KALEINANI BROOKS 5509 SAPHIRE LOOP ANCHORAGE, AK 99504 FIELD BOOKS Ca1RuTm: RCIINDARN BOUNDARY DRA'''T: BMW STARING: STAKING CHECKED. KMD ASRuar. JLS DAM: 6/5/12 DWG. FILE: GRID: NW0153 ACRD FILE: FILE JOB Na: 12-143 198 / PROPOSED ® WELL LOT 4 TH12-1 WELL RADIUS 10' UTILITY EASEMENT ARC 1 ERRA CONSULTING, INC 212 E. 51"Ave, Anchorage, AK. 99503 Office (907) 868-3791, Fax (907) 868-3793 SOILS PERCOLATION TEST Performed for: Kalei & Phil Rupp Date Performed: 5/29/12 Project: Birch Hills Terrace Block 1, Lot 4 TEST HOLE # TH 12-1 Depth SEE ATTACHED SITE PLAN 1-0 ORG/OL FOR HOLE LOCATION 17- In SP/gp w/ occ. cobles to V Sand increasing w/ depth Water percolated/absorbed rapidly in sandy soils. B.O.H. 19- INSITU MATERIAL 20- SUITABLE AS FILTER Was Ground water encountered? NO What depth? NA Depth to water after monitoring? NA Date? 6/5/12 Reading Date Gross Time Net Time Depth to Water Net 1 5/29/12 1:00 6" _Drop 2 1:01 1 min 6" 3 * 1:02 6" - 4 1:03 1 min dr 6" 5 6 7 8 9 10 11 12 * Water Added Percolation Rate < 1 (min/in) Pere Hole Diameter 6" Test Run Between 4 feet and 5 feet I, Kenneth M. Duffus, certify that this test was performed in accordance with all State and Municipal guidelines in effect on this date. ARC 1 ERRA CONSULTING, INC 212 E. 51"Ave, Anchorage, AK. 99503 Office (907) 868-3791, Fax (907) 868-3793 SOILS PERCOLATION TEST Performed for: Kalei & Phil Rupp Date Performed: 5/29/12 Project: Birch Hills Terrace Block 1, Lot 4 TEST HOLE # TH 12-2 Depth SEE ATTACHED SITE PLAN 1-0 ORG/OL FOR HOLE LOCATION 17- fF:;! SP/gp w/ occ. cobles to 1' Sand increasing w/ depth Trace of silt and a little more moist towards BOH. Water percolated/absorbed rapidly in sandy soils. B.O.H. 19- INSITU MATERIAL 20- SUITABLE AS FILTER Was Ground water encountered? NO What depth? NA Depth to water after monitoring? NA Date? 6/5/12 Reading Date Gross Time Net Time Depth to Water Net 1 5/29/12 1:00 6" —Drop 2 1:01 1 min dry 6" 3 * 1:02 - 6" - 4 1:03 1 min 6" 5 6 7 8 9 10 11 12 * Water Added Percolation Rate < 1 (min/in) Perc Hole Diameter 6" Test Run Between 4 feet and 5 feet I, Kenneth M. Duffus, certify that this test was performed in accordance with all State and Municipal guidelines in effect on this date.