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HomeMy WebLinkAboutCROSS VIEW ESTATES BLK 2 LT 2Cross View Estates Block Lot 2 2 #015-221-64 Nov_16.2022 02:10 PM Anchorage Well & Pump Service Inc 9072430742 #3225 P 1/ 1 MUNICIPALITY OF ANCHORAGE Development Services Department_ Phone: 907.343-7904 On -Site Water & Wastewater Section Fax: 907-343-7997 Pump Installation Log Well Drilling Permit Number: Date of Issiue: Parcel identification Number: 015_221.64 Legal Description Block lot Property Owner Name & Address; CONNOLLY JOHN D CROSS VIEWS TATE 2 2 12115 UPPE=R HERITAGE CIR ANCHORAGE, AK 99516-2963 Pump installation Date: �i _ �� —_ 2022 Pump Intake Depth Below Top of Well Casing; 370 -- _ feet Pump Manufacturer's Name: OULDS Pump Model: 150C311 -8S25 Pump Size: 1.50 hp Pitless Adapter Burial Depth:1 0 fest Pitless Adapter Manufacta rer's Name: MIDWEST Pitless Adapter Installer: Well Disinfected Upon Completion? Yes ❑ No Method of Disinfection: PELLETS Comments.- Pump omments: Pump Installer Name-. Company: Mailing ,Address: City: ANCHORAGE WELL & PUMP SERVICE 7640 KING STREET ANCHORAGE, AK 99518 907-243-0740 State: Attention: The pump installer shall provide a pump installation log to On-site within 30 days of pump installation. Municipality of Anchorage ' Development Services Department Building Safety Division On-Site Water and Wastewater Program, 4700 Elmore Road P.O. Box 196650 Anchorage. AK 99507 Page of www.cl.anchorage.ak.us (907) 343-7904 ON-SITE WASTEWATER DISPOSAL SYSTEM AND/OR WELL INSPECTION REPORT Permit Number. SWO70125 PID Number. 015-221.64 Nr w John Connolly Wastewater System: l] New ❑ Upgrade AW 12115 Upper Heritage Circle Anchorage, AK 99516 ABSORPTION FIELD Rha+ Nu Cl 13 p , 4 D Dep TIrwA m snrw« Trr"n O Bea ❑Mane D Oew LEGAL DESCRIPTION sm"TO cemrlaOaaplwpew •8 cpGFP 8 Blaal2 ua:2 SWoraon Cross View Estates Oapm bPM OPIWnean alprMl pe"a 4-5 Grew*pm e to Rpe n 4 FL To-WV Rape sawn Fid waO Wow ong" w> Gew Lagn 1-2 FI. 75 FI. Well: ©New ❑Upgrade G'rr0° w"wa W. D. aK.Mr..nM 5 FI. 1 FL L CAU,fl on fpmae. A 8. CI TOW Dean CW W- Tar wwmt n ree Pve Meunr Private 406 n 298 FL 750 Fl ASTM D3034 PVC D"IW Doe DnMO swmw aLao Wwar. Date IIMWla1 Alpine Drilling 1020107 304 FL Red Dog Excavating 11/15.20/07 Yrr Pup $a MCorry Mr(ylt AW,r Goer 5 GPM n, 2 FL TANK SEPARATION DISTANCES ❑ Septic ❑ Holding ® S.T.E.P. ❑ Other. To Septic Absorption I Lill Holding ub1rjPrmte -a'••rerp i0ty Flom Tank Field Station Tank Sower tine Anchorage Tank 1,500 Ga Well >100' >100' >100' N/A >29 M.W W Steel Nung4 a coprpnFnM Three (3) sM'Wwr. >100' >100' >100' N/A LIFT STATION LO L" >V >IV >5' N/A s 250 eclwa AnchorageTank/Orenco Farwlae >5' >IV >5' N/A 'Pfnp W'Mwa 42 'Pump err Mwl.t 42 M{FI r.W roma 44 w „ a Cutin Dren None Noted Pup Mau a Ma Elden Impaom pwft m by PF200511-2 Municipality of Anchorage RanaM. BENCH MARK L ,,wt rr om pw. Lowest Level Concrete Stab. ..eupn 100.0 FL Er €iliI Inspections performed by: A. Harala Dates: 10 11/162007 ��N f OF St,, 2nd 11/162007 6�P.`�jereeeAt,g Development Services Department Approval 491b * VO ,r; V i Conditional Approval Date: a00 •;,y •••• •• •.. yC`«.,F�iL ......... . ......%L.`. '•°,. ;MICHAEL, L ANDERSON.- NDERSON. -4381 4381 �f �Fp •:..;.:�� L� Reviewed and approved b : Date: � o�L pP Y %2' 3- 0 �: oA-0FE5510�* ��� OVOU ale Hc_ \ 0 ,09'6S N"C.LLdO N � °-----------------------_Lrsa 3 ° l. N o _ QI 0 N 8m �m� q O O zto QN J LU to � � H D U Lu Lu W xPCI ooQ — Oz vN -JVi o Lli 4) QUA�mm : P ." — 1 b W N o V I O i o O O o � t O \ vj er = �j� •_ N fLLJ n Q N C,4 J ,^ n 7 C W N UV '% O m ~ L N b- n /u �dN O _ .H 03 o W U ge nJ W O C y LL pm 8 D) O � 4 O O A P N N O O N g 0 2 ••• O�� e y .00'681-a ,tL,66-7 r. L-9? DO• 4`` R-720. O •�1 �i,•. P: :� Z/' i M • Permit Number. SW070125 Municipality of Anchorage Page 3 of 3 DEVEOPMENT SERVICES DEPARTMENT 4700 Elmore Road Anchorage, AK. 99519-6655 - 343-7904 On -Site Wastewater Disposal System or Well Inspection Report PID No. 015-221-64 R 102.1 88.0 No Groundwater 30 - 5116' Diameter Holes a 25 107.1 Drainfield Rock 106.1 98.1 0 102.1 PROFILEAS -BUILT MICINELAN SONNo, CE -438t No Scab on ■0 AUG -3-2008 10:28A FROM: IN 0 Maw brah"WR sowb t bwm%u d &Aft W*W Q�-t!1■ Wrty 1 MAtNr■rlt/ 1ltrratl 17 &Fq@lw M 04 bw W/to bslww At lqt 4AS mommmuffihmm trratrt Pump t at313lefor.. Log w.nom"wvuonoe m trrrtl IA■gtllatl■a �� �� I) ubbbq*$*v vwgfwa calm #a ?1twllfsndM P f+►Ihar�tPolNa pm mom aa >mvaw l A .1a �+ Ism= RwQolatidlt- vin P go, - own 0 ib ImrNttidd dw CAFi r� CALLMR 6EMOR -cw*%% w.w rydw, enw. - •••• AAnoW Pulp lk WER Seavicil LLC BRIANwt.te ,ANCHORAGE • EAGLE RaA?R Itan 3464=11 awn txt aat 70:6777766 um K rwn AtMim ttis�nrYimlDt►tl�w�rrrq`4tldrlt■Ir�tD1o�■rI�■■lrralf�lbs P.1 ALPINE DRILLING & ENTERPRISES Permit Number: IISWO70125 Date of Issue: 6-25-07 Parcel Identification Number: 015-221-64 Date Started: 10-17-07 Date Completed: 10-20-07 Is well located at approved permit location? ® Yes ❑ No Legal Description: Cross View Estates Block 2 Lot 2 Property Owner Name JK Address: dettet-8iiv-&Ve f.Jvhn 'Wtnw�y AnOW-ege-LUaska-99512 ;131sIG Borehole Data: Depth (ft) method of Drilling ® air rotary ❑ cable tool Soil Type, Thickness & Water Strata from "ro Casing type: steel stick-up 0 2 Wall Thickness:.025 inches silt 2 4 Diameter: 6 inches Depth: 298 feet gravelly silt 4 75 Liner Type: silty gravel sill gravelly sill 75 130 164 130 164 295 Diameter: inches Depth: feet , Casing stickup above ground: 2 feet Static water level (from ground level): 304 feet Pumping level: 406 feet atter bedrock 295 406 2 hours pumping 5 gpm Recovery Rate: 5 gpm Method of Testing: airlift Well Intake Opening Type: ❑ Open End ® Open Hole ❑ Screened Start feet Stopped feet ❑ Perforations Start feet Stopped feet Grout Type: bentonile granules Volume: 2 Depth: Start 0 feet Stopped ? feet Pump: Intake Depth feet Pump size hp Brand Name Well Disinfected Upon Completion? ® Yes ❑ No Method of Disinfection: chlorine tablets Comments: Well Driller: Alpine Drilling & 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 property owner or the well driller shall provide a well log to the Development Services Department within 60 days of completion. ANDERSON ENGINEERING P.O. BOX 240773 ANCHORAGE„ AK 99524 522-7773 677-7766 FAX MEMORANDUM DATE: November 13, 2007 TO: Joe Goodall FROM: Mike Anderson, P.E. SUBJECT: Lot 2, Block 2, Cross View Estates Subdivision Well and Septic System Permit SW070125 Soils encountered in the test holes used for the original design on this lot are not consistent and unsuitable for the absorption trench as designed. Two additional test holes were placed at the location shown on the attached Site Plan. Soils encountered are fairly consistent near the surface and are suitable for an absorption trench. A lift station will be required to raise the effluent to the elevation of the new trench. The new septic system will consist of a 1,500 gallon STEP tank and a 63' long by 5' wide by 4' effective depth absorption trench. The distribution line in the trench will be placed at 2' below the surface. A minimum of 3' of cover will be placed atop the distribution line. Placement of the septic system at the location shown on the Site Plan will not conflict with any wells or septic systems in the area. We hereby request the well and septic system permit for this lot be modified to allow the aforementioned changes. MUNICIPALITY OF ANCHORAGE DEVELOPMENT SERVICES DEPARTMENT 4700 SOUTH BRAGAW STREET ANCHORAGE, AK 99519-6650 SOILS LOG - PERCOLATION TEST LEGAL DESCRIPTION: LOT 2. BLOCK 2, CROSS VIEW ESTATES PERFORMED FOR: RED DOG ExcAvATIN. DATE: 11/13/2007 PROJECT No.: PARCELID#: TECHNICIAN: M. ANDERSON DEPTII TEST MOLE # 4 (r«q 1 2 3 4 5 6 7 8 9 OB/OG SANDY SILT WITH GRAVEL ML/SM 'p� I WAS ES@WIGROUND WATER ENCGUNTERED NO IF YES ®WHAT DEFi7i7 DEFTR OF WATER AFTER MONITORING. DATE OF MONITORING 13- 14- 15- 16- 17 314151617 18 BOH 19 51TE PAN SEE SITE PLAN DATE READING GROSS TIME (MINUTES) NET TIME (MINUTES) Dy gTER f (INCHES) NET DRQP (INCHES) II/13 TEST HOLE PRESOAKED PRIOR TO TESTING: 1 12:37 3.75" CHARGE 2 1:07 30 6.38" 2.63" 3 1:08 3.38" RECHARGE 4 1:38 30 5.88" 2.50" 5 1:39 3.13" RECHARGE 6 2:09 30 5.57" 2.44" PERCOLATION RATE I. 2.3(MINANCH) PERC. HOLE DIA. 6 (INCHES) TEST RUN BETWEEN. 4_0 FT, and 5_0 FT. COMMENTS: TEST HOLE PRE SOAKED PRIOR TO TEST. TEST PERFORMED BY ANDERSON ENGINEERING. 1, MICHAEL E. ANDERSON CERTIFY THAT THIS WAS PERFORMED IN ACCORDANCE WITH ALL STATE AND MUNICIPLE GUIDELINES IN EFFECT ON THIS DATE:___ 11/13/2007 MUNICIPALITY OF ANCHORAGE DEVELOPMENT SERVICES DEPARTMENT 4700 SOUTH BRAGAW STREET ANCHORAGE, AK 99519-6650 SOILS LOG - PERCOLATION TEST LEGAL DESCRIPTION: LOT 2, BLOCK 2, CROSS VIEW ESTATES PERFORMED FOR: RFD DOG EXCAVATING DATE: 11/13/2007 PROIECTNo.: PARCEL ID#: TECHNICIAN: M. ANDERSON DEMI TEST HOLE E3:::] (fm) 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 COMMENTS: OB/OG POORLY GRADED SAND WITH SILT SP/SM WAS GROUND WATER ENCOUNTERED? No IF YES ®NTIAT DEPTH^ DEPTH OF WATER AFTER MONITORING. DATE OF MONITORING. SANDY SILT WITH GRAVEL ML/SM FOOM SEE SITE PLAN DATE READINGG OSS TIME MINUTES) NET TIME (MINUTES) DEPTH OF WATER (INCHES) N�T DROP ( INCHES) II/13 TEST HOLE PRESOAKED PRIOR TO TESTING: 1 12:22 7.38" CHARGE 2 12:32 10 3.25" 4.13" 3 12:33 8.00" RECHARGE 4 12:43 10 4.00" 4.00" 5 12:44 7.50" RECHARGE 6 12:54 10 3.50" 4.00" PERCOLATION RATEI 2.5 (MIN/INCH) PERC. HOLE DIA. 6 (INCHES) TEST RUN BETWEEN. 4_5 FT. and 5_5 FT. TEST HOLE PRE SOAKED PRIOR TO TEST. TEST PERFORMED BY ANDERSON ENGINEERING. 1, MICHAEL E. ANDERSON CERTIFY THAT THIS WAS PERFORMED IN ACCORDANCE WITH ALL STATE AND MUNICIPLE GUIDELINES IN EFFECT ON THIS DATE: 11113/2007 Inspection Report Municipality. of Anchorage, Building Safety Division 4700 Elmore Road INFO & HELP (907) 343.8211 INSPECTION: VOICE (907) 343-8300 • FAX (907)249-7777 • www.muni.org Name Greg Permit k 07.0447 Company Hughes Electric Inspection Date 26 -Mar -2008 AM Address 12115 UPPER HERITAGE CIR Phone 775-4813 Grid SW2737 376-6097 Subdivision CROSS VIEW ESTATES LOT 2 BK2 TR n/a Work Description 3609 sgtt living area, 2061 sqft finished basement, 941 sgft garage Permit Technician STULLER, GRETCHEN J. Comments or Directions Inspection Type Electrical:Final Electrical Comments (for inspector use only) C�GC'C- A,/%1.4Of, //P /lv&,a-4 /t%7E•• GF��oNrrc#4cT.K (�r�c ��r2Y L/ri S %-roti �ifT3cE S Inspector �D fR rye CK Date 3 — z e. — o A O p eR� - ERITACE CIRCLE w 0 00'ozz-a \ 1e99.74' R=189.00 ,916 l W o AL1 °O° v S O C ------ N z�0 <� I m m t c, CD = N p D r g U�= 6�0 � o 0 co N tb N MMC yyO , Lnmzf'*0�oq Z;D z0 = j- O A D Z A N p m L' 1�.o fe.o'Ir -i Nz ADS y m M o impo-zimm=4W , z 0 C) C.)zm i ;u K ?8' 0' O om�1=�1Am-D1�� s• 1zpo a7.0' N 0 o m O C A O (7 — 2.o' o z-9u)rmm� (n v o Z o DOD n � '{ — Vf 2 11' to.o 6 A z �AZA�z'--i D i C) v—{ 0-4 0 ti N o OVNmom i�c�- „. o z � m v ;)z Oz o(7m2 12.5• r O -1 VI �NNNo TIm D /v . p O _ z�pWgmT-1pm al.o N (� N 0ocv2�f1� N • 55.4' a (� moyb<= <o -=c r 1 D zZgOOE*22!;< NN < p m m0.<zommF)zM m N O N�vvzK:;u>00rn -H cn Irl of O--Di� f 00 N� 0D 71 N S m o n m CIOD N —I Fri ♦ !r• (n 4�w 0 i I i i • 0 ; r 10't&e. j- -- - - - - - - - - - — - - - - - - - - - - - - �m 141.5n• _ MT. C/l \ O =H ROAD 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 / WATER SUPPLY PERMIT Initial Permit Number: SW070125 Date Issued: Jun 25, 2007 Expiration Date: Jun 24, 2008 Parcel ID: 015-221-64 Legal Description: CROSS VIEW ESTATES BLOCK 2 LOT 2 Design Engineer: 0014 ANDERSON ENGINEERING Site Address: NHN UPPER HERITAGE CIRCLE Owner Name: JANET SAVAGE Lot Size: 45029 SO. FT. Owner Address: 4500 MONTROSE CIRCLE Total Bedrooms: 4 Permit Bedrooms: 4 ANCHORAGE. AK 99502 - This permit is for the construction of: ❑✓ Disposal Field ❑,/ Septic Tank ❑ Holding Tank ❑ Privy Q 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. 10/17/07 Well will be. .aev.d ';,dAtr north. Received Issued By: Date: Date: L /,, MUNICIPALITY OF ANCHORAGE Development Services Department Onsite Water 6 Wastewater Program 4700 South Bragaw Street P.O. Box 196650, Anchorage, AK 99519.6650 (907) 343-7904 ONSITE WASTEWATER DISPOSAL SYSTEM / WATER SUPPLY PERMIT Initial Permit Number: SW070125 Legal Description: CROSS VIEW ESTATES BLOCK 2 LOT 2 Design Engineer: 0014 ANDERSON ENGINEERING Owner Name: JANET SAVAGE Owner Address: 4500 MONTROSE CIRCLE ANCHORAGE. AK 99502 - Date Issued: Jun 25, 2007 Expiration Date: Jun 24, 2008 Parcel ID: 015-221-64 Site Address: NHN UPPER HERITAGE CIRCLE Lot Size: 45029 SO. FT. Total Bedrooms: 4 Permit Bedrooms: 4 This permit is for the construction of: Q Disposal Field [D 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. Received B. Covered, sealed, and heated to prevent freezing. Issued By. Date: la((D 0 Date: Municipality of Anchorage Development Services Department Building Safety Division On -Site Water and Wastewater Program 4700 Bragaw Street P.O. Box 196650 Anchorage, Alaska 99519-6650 www.muni.org/onsite (907) 343-7904 ON-SITE SEWERMELL PERMIT APPLICATION FOR A SINGLE FAMILY DWELLING Parcel I.D. 015-221-64 Property owners) Janet Savage Day phone Mailing address 4500 Montrose Circle Anchorage, AK Zip Code 99502 Site address �3 NL) Upper Heritage Circle Zip Code Legal description (Sub'd., Block & Lot) Lot 2, Block 2, Cross View Estates Subdivision Legal description (Township, Range & Section) Lot Size 45,026 Sq. Ft. THIS APPLICATION IS FOR (® all that apply): Absorption Field 0 Septic Tank 0 Holding Tank ❑ Privy ❑ Private Well F-1 Water Storage ❑ Number of Bedrooms Four (4) THIS APPLICATION IS AN: Initial ID Upgrade ❑ Renewal ❑ 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. WL41 Z 0,4, (Signature of property owner or authorized agent) Date of Payment: Receipt Number. 1uID% Receipt Number. (Rev. 11105) ANDERSON ENGINEERING P.O. BOX 240773 ANCHORAGE, AK 99524 -7773 677-7766 (F June 17, 2007 Municipality of Anchorage Development Services Department On -Site Water and Wastewater Program 4700 South Bragaw Street Anchorage, AK 99519-6650 Subject: Lot 2, Block 2, Cross View Estates Subdivision Septic System Design and Permit Application Impacts to Adjacent Properties Dear Onsite Services Engineer. The owner of Lot 2, Block 2, Cross View Estates 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. Also identified on the plans are the existing wells and septic systems on surrounding lots. No conflicts exist between the proposed septic system and well or septic systems and wells on adjacent lots. Drainage arrows are shown on the site plan showing the grade and direction of flow on the lot. The drainage pattern will not be changed as a result of this project. The test holes placed on the lot in the area of the absorption trench and alternate site during indicate silty sand with gravel (SP/SM). The percolation rate of the soil was determined to be 1 to 1.5 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 1.2 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 a 50' long by 5' wide by 4' effective depth absorption trench to treat and dispose of the effluent generated in the house. The elevation of the distribution line in the absorption trench will be 4' below the surface and the total depth will be 8'. A minimum of 3' of fill or 2" of insulation and 2' of fill will be placed over the absorption trench and 4' over the septic tank. The ground surface on the lot in the area of the septic system slopes to the west and slightly south. 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 - -�_ va oa 0 .Qi .99185 861t.Moo N .rH'B2r.a n .09'1►�-� ------------------------�S3 3 jF _------------------------ -Mo- �l H CV �Eo Q < U y a W OL� is n 2 _j vi 1. S�qP p I OI YI R< t �, J b w N U W QN \ Q � U / (moi f ML x _� .p �u H 0 J 1 I n = I o � I nil •i ooeal-a .rcee- it; •vo a". .< z 4-9000 D ••�6' �: : ,.'°: 39VlIa3Ha3dd� LOT 2, BLOCK 2, CROSS VIEW ESTATES SUBDIVISION DESIGN FACTORS: SYSTEM REQUIREMENTS: Four Bedroom Home Perc. Rate: 1 to 5 Min./Inch Application Rate: 1.2 GPD/SF 5' Wide Trench System 1,250 Gallon Septic Tank 4' Drainfield Rock 4 Bedrooms X 150 GPD/1.2 GPD/SF (Application Rate) = 500 SF Absorption Area 500 SF/5 SF/LF'.5 (Red. Factor) = 50 LF Trench Length THEREFORE: Construct a 50' Long x 5' Wide x 4' Effective Depth Absorption Trench at the Location Shown. Flow Line Elevation in Trench to be 4' Below Original Ground Surface. Total Depth to be 8' Below Existing Ground. Provide 4' Cover Over Septic Tank and 3' Cover Over Absorption Trench. Maintain 100' Separation from Wells in the Area. Natural Backfill Geotextile 3'6" Fabric 6" O 4" Perforated PVC (Holes Down) 4'0" 5' Drainfield Rock 5' WIDE TRENCH SECTION .•...•••.��� (NO SCALE) ��•• ..w. NOTE: Grade Area Over Trench to Drain Away. 49Ui Minimum 6' Separation From Bedrock. • • ••' -•- -• ••• Minimum 4' Separation From Groundwater. Minimum 100' Separation From Wells in the Area. ,..»..... _.:.. �a MIC1uELE ANDERSON Minimum 100' Separation From Surface Water or Streams.' ��'�%A, No. �� ;i� Municipality of Anchorage Development Services Department Building Safety Division yr Onsite Water and Wastewater Program 4700 South Bragaw St. P.O. Box 195650 Anchorage, AK 99519-6650 www ci anchorage ak.us (907) 343-7904 Soils Log - Percolation Test OF I , ��;tENGINEE:R,'SSEA1j5-� tI .:.....e .....i........,/7.:.... buJ1AEL I'. A•:" E7.:CN ^' �. ..3.11 ••�•`:'. Performed For. Date Performed:_' Legal Description: Cross View ESts. I.. 2, B 2 _ Township, Range, Section: n 10- 0- 1" I Gross Time Dyth Depth to Water (Fleet) oG 2- N SM -1 6rA 4, 14- 15- 16- 7 ' g. 10- 0- Date Gross Time 11- 11 -12 Depth to Water Net Drop 12- -1s -1 13- -1a-15-16-17-18-19- 7.103 14- 15- 16- (i.l q 3.87. 17- 18- 19- 20 2D -,==, FDA COMMENTS WAS GROUND WATER ENCOUNTERED? N S IF YES. AT WHAT DEPTH? 0 Depth to Water After ./�� P Monftoring? I� E Date: M o'1 Reading Date Gross Time Net Tane Depth to Water Net Drop -1 7.103 Iqt �5 �(1 (i.l q 3.87. L•I 9 2o:PS S 15 4o�r�y:4f C.o 13.75 G.o PERCOLATION RATE ,L9S rtne MULE uwmu cn p TESTRUNBETWEEN 2L5 FT -AND A,O FT PERFORMED BY: /Ill • I CERTIFY THAT THIS TEST WAS PERFORMED IN ACCORDANCE WITH ALLSTATE AND MUNICIPAL GUIDELINES IN EFFECT ON THIS DATE. DATE: r Performed For. _ Legal Description: T14 NDepth N'J 1P G Municipality of Anchorage Development Services. Department Building Safety Division On -She Water and Wastewater Program 47DO South Bragaw St P.O. Box 195650 Anchorage, AK 9951.9.6650 www el anchorage ak.vs (907) 343-7904 Soils Log - Percolation Test Cross View Ests. L 2, B 2 10- 11- 9rnded 12- kXX 13- 14- 15- 16- 17- / COMMENTS J1 -w• w t - v t" ;•ZENGINEER'S SEAL) '11 C CE -.4301 tat pdOFESSlS�°'�6'yu' Date Performed: Townshf- o.,.,,• c.Ml^�• WAS GROUND WATER ENCOUNTERED? �����((�� s IF YE S. AT WHAT DEPTH7r a4 G Depth to Water After Or{/ P Monhoringi E Daie31_1T101 Reading . Date Gross Time Net Time Depth to Water Net Drop 01 I9••}n 1-1 L.-7 t, I 1 4 4.,;l is,p Igjn,,j1. 5.34 IT.�S bill 14; b4 7,0 14;T7`1It �.r•�i 13,pIi oln PERCOLATION RATE 1. O (.rinule%nCe PERC HOLE DIAMETER , b -- TEST RUN BETWEEN =0 FT 'AND 4. tf FT PERFORMED BY: .,* . 1 CERTIFY THAT THIS TEST WAS PERFORMED IN ACCORDANCE WITH ALLSTATE AND MUNICIPAL GUIDELINES IN EFFECT ON THIS DATE. DATE: V ON-SITE WASTEWATER DISPOSAL SYSTEM CONSTRUCTION AND MATERIAL SPECIFICATIONS SUBJECT: LOT 2, BLOCK 2, CROSS VIEW ESTATES SUBDIVISION GENERAL: 1. 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 a new 50' long X 5' wide X 5' effective depth absorption trench at the location also shown on the Site Plan. The distribution line in the trench will be placed at 4' below the existing ground surface. Total depth of the trench will be 8' below the existing ground surface. The new absorption trench 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 is required over the absorption trench and 4' of cover over the septic tank. 2. 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. 3. 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. 4. 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. 5. 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 A new 1,250 -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 2, Block 2, Cross View Estates June 17, 2007 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 drainfield. 7. Final grading over the tank shall be such that a positive slope exists away from the septic tank. DRAINFIELD CONSTRUCTION: 1. The drainfield shall be constructed to the dimensions shown on the design. The bottom of the trench shall be within 2" of level. 2. 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 fabric 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. 5. 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. 6. 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. 8. 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 2, Block 2, Cross View Estates June 17, 2007 Page 3 of 3 MATERIAL SPECIFICATIONS: 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. �i HERITAGE HEIGHTS DRIVE U LOT W 4 f BLOCKt Z CROSS VIEW ESTATES _ (Vacant) LOT W BLOCK g 2 a CROSS VIEW ESTATES Z) (Vacant) — M s •� U im E'er' � r BLOCK32 CROSS VIEW ESTATES (voaant) P�E,�......,,. •���� 49th � AREA MAP NICHAEL E ANDERSON = i ��ci No. CE-1781 ;'` C SCALE 1' = 100'