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Home My WebLink AboutCROSS VIEW ESTATES BLK 2 LT 19Cross View Estates Block 2 Lot 1c) #015-221-81 e 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 1 of 3 www.ci.anchorage.ak.us (907) 343-7904 ON-SITE WASTEWATER DISPOSAL SYSTEM AND/OR WELL INSPECTION REPORT Permit Number: SW090188 PID Number: 015-221-81 Name: Bill Bousouet Wastewater System: [] New [] Upgrade Address: P.O. Box 111432 ABSORPTION FIELD Phone: Number of Bedrooms: [] Deep Trench [] Shallow Trench [] Bed [] Mound [] Other: Soil Rating: Total Depth from original grade: LEGAL DESCRIPTION .45 GPD,Ft2 10 Ft. Block: Lot: Subdivision: Depth to pipe bottom from original grade: Gravel depth beneath pipe: 2 19 Cross View Estates 3,5 Ft. 6,5 Ft. Township: Range: Section: Fill added above original grade: Gravel Length: Well: [] New [] Upgrade Grave~ width: 2.5 Ft. Number2of lines: I Distance13between lines:Ft. Classification (Private, A, B, C): Total Depth: Cased to: Total absorption area: Pipe Material: Private 282 Ft. 282 Ft. 1690 Ft2 3034 PVC Driller: Date Drilled: Static Water Level: Installer: Date Installed: Alpine Drillin9 121712009 141 Ft. Red Del! Mason~ 419/2010 Yield: J Pump Set at: Casing Height Abova Ground: $0 GPMI 280 Ft. 2 Ft. TANK SEPARATION DISTANCES [] septic [] Holding [] S.T.E.P. [] Other: T~ To Septic Absorption Lift Holding ~ublic/Private Manufacturer: Capacity: From~ Tank Field Station Tank Sewer kine ANCH lANK 1500 Ga~. Material: Number of Gompartments: We, 139.3 125.1 S0' $1EEL 2 Surface Water 100+ 100+ ~ / LIFT STATION Lot Line 25+ 10+! Size; Man~ecturer: Gal. Foundation 10+ 10+ "Pump on" level at: "Pump off' level at: in. High water alarm at: in. in. Curtain Drain 50+ 50+ Pump Make & Model Electrical Inspections performed by: Remarks: BENCH MARK Location and Description: Door Jam- basement Assumed Elevation: 100.0 Ft. Engineer's Stamp Inspections performed by: PANNONE ENG. SVC, LLC Dates: 1~t 4/912010 Development Services Department Approval CO A B C D ~ .... ' FC 9.6 43.5 T1 18.1 44.2 ......../ T2 27.6 41.1 DC 36.7 40.8 lOO' WELL RADIUS FS 44.7 41.7 ~ C1 63.0 28.4 ,'-'"",,"" ,.'~~/ ~ f ' ''v~ " ." M1 62.4 i 29.7 M2 56.7 ~ 79.8 C3 80.8 43.4 M3 81.2 44.6 C4 68.3 80.6 ,, NEW ~ ' WELL~ . ,- M4 69.5 81.3 / LOCAT~N ~ WELL , 27.7 28.6 /' '" ;, ~"' .. ,, ..... VACANT LOT NO WELLS/SEP?q "'"' "'"' '~ NEW ABSORPTION ~~~2~ ,' ,' / I ,, ' ,NSTALL%:~/ 7~'¢%~ Ho~r~E~~ W~ ~ ,' ~ Z~ .; ,x , ,, TANK ~ 20' G / ' EASEMENT , VACANT LOT NO WELLS/S~PTiC ,,' , : ': CONTOUR'~ ARE.'Bk~ OFF , EXACT E~LEVATi~'NS WILL BE ,," ~® . TAKEN IN ~HE FIELD -'" , , Nora's: P~O~ ~C, ~ pP. ~ ~, 11/01/10 RECORD DRAWING p.o. BOX 100217 ANCHORAGE, AK 99510 ~__~... PHONE (907) 272-8218 FAX (907) 272-8211 ~-' ~'.~'"~a Scole ~* "~ IH ~ '.'**~ ~"=50' PERMIT NO. BLOCK 2 LOT 19 ~¢i~- ~ .~ PLAN BILL BOUSQUET ,~¢~.. ~ .~q- ~¢~ Sheet _ ~0. ~36 __ CO A B C D FC 9.6 43.5 T1 18.1 44.2 T2 27.6 41.1 DC 36.7 4O.8 FS 44.7 41.7 Cl 63.0 28.4 M1 62.4 29.7 C2 56.5 80.8 M2 56.7 79.8 C3 80.8 43.4 M3 81.2 44.6 C4 68.3 8O.6 M4 69.5 81.3 WELL 27.7 28.6 SPECIAL PROVISIONS TO SPECIFICATIONS 1. ALL CONSTRUCTION SHALL BE INSTALLED AS SPECIFIED IN THE MOST CURRENT EDITION OF THE MUNICIPALITY OF ANCHORAGE STANDARD SPECIFICATIONS (MASS) FOR COMPONENT PARTS AND MATERIALS USED IN CONSTRUCTION OF ON-SITE WASTEWATER DISPOSAL SYSTEMS. 2. ALL WORK SHALL BE IN ACCORDANCE WITH THE ATTACHED SPECIFICATIONS. 3. SCOPE OF WORK; INSTALL NEW 1500 GALLON SEPTIC TANK AND NEW SOIL ABSORPTION SYSTEM 4. GROUNDWATER IS NOT EXPECTED TO BE ENCOUNTERED DURING EXCAVATION, AS EVIDENCED BY THE SOIL TEST HOLE INFORMATION ABOVE 16 FT. IF AN APPARENT WATER TABLE IS OBSERVED IN ANY OF THE EXCAVATIONS LESS THAN 14 FEET BELOW EXISTING GRADE, NOTIFY THE ENGINEER IMMEDIATELY. 5. CONTOURS ARE IN 4 F7 INTERVALS. BASED OFF MOA MAPPING DATA 1994. 96.5 97.5 96,8 j-0.5' ¢~- Filter Fabric -1 oR 3.5'l~ / ~ ~ /~Drain rock 6" above pipe -2 -- ~ f ~~~4" diam. drain pipe 6.5' T. [ ~Drain rock below pipe inv. 80.8 -16 aOH NO groundwater RESERVE SYSTEM SIMILAR monitored SECTION z o o ' ~F810 HDPE 99.8 ~ 97.5 87.3 (~) DESION PARAMETERS ABBREVIATIONS LEGEND NEW SEPTIC SYSTEM CU COPPER .... w--- w ......... WATER LINE/ NO. BEDROOM: 5 (750 gpd) DIP DUCTILE IRON PIPE WELL RADIUS TANK SIZE: 1,500 gallon TH TEST HOLE PERC. RATE: 51-60 MPI FC FOUNDATION CLEAN OUT ~ ss -- ss -- EXIST'G SEPTIC SOIL RATING: .45 gpd/SF Tff TANK CLEAN OUT NO. AREA RQD: 1,667 SF SYS. ~PE: DEEP TRENCH, 6.5'ED, C~ CLEAN OUT NO. ss --ss NEW SEPTIC MIN LENGTH: 129 LF Mff MONITOR TUBE NO. USE: R.i. RIGID INSULATION ~ ~ CHAINL1NK FENCE 2 EA 65LFx2.5'WlDE,6.5'ED,lO.O' TD DCO DOUBLE CLEAN OUT TOTAL AREA: 1690 SF DV DIVERTER VALVE FS FLOW SPLICER : ~~ ~ D a t e CROSS VIEW ESTATES S/B . . ~ P~R~T NO. 30F5 ~ ~:~ / 1-810 HDPE ~:~- - / 97.5 ~_--- -- / -- 93.8(N 87.3 (N SOILS LOG - PERCOLATION TEST TEST HOLE : - ~ SLOPE : " SITE PLAN ' / HOLE / : /.. 11 ' , ; ' 12 ~ · BOH ~' ! DATE PERFORMED: WAS GROUND WATER SLOPE ENCOUNTERED? N IF YES, AT WHAT TH 1 DEPTH? -0-' X DEPTH TO WATER AFTER MONITORING? DATE: WATER CLOCK READING DATE NET TIME LEVEL NET DROP TIME READING 1 10-28-10 4:08 2.26 2 4;18 10 MIN 7.09 4.83 3 4:21 2.26 4 4:31 10 MIN 6.35 4.09 5 4:32 2.26 6 4:42 10 MIN 6.40 4.27 PEROLATION RATE 2.4 (rain/inch) PERC HOLE DIAMETER 6 inches TEST RUN BETWEEN 5 FT AND 6 FT COMM]~NTS: Test b_ole excavated by Gaz~ess Engdneering Svc. Test Hole was presoaked before perc test. Additiona! percolation tests may be required prior to time of construction. If needed, MOA provision A will be requested. ~""~-~ ,. D a t e NOTES: PANNONE ENG SVC, LLC RECORD DRAWING P.O. BOX 102954 ANCHORAGE, AK 99510 ~---'.~"." PHONE (907) 272-8218 FAX (907) 272-8211 ~co.. ~ ..~ ~ P.I.D. CF~0SS VIEW ESTATES S/D -- rll~,~LTVe~E%~?n.°.~0sS-221-81PERMIT NO. SOILS LOG BILL BOUSQUET ,ll~af;f~)~S.%{~'~'~..~ Sheet WATER CLOCK READING DATE NET TIME LEVEL NET DROP TIME READING 1 10-28-10 4:08 2.26 2 4:18 10 MIN 7.09 4.83 3 4:21 2.26 4 4:31 10 MIN 6.35 4,09 5 4:32 2.26 6 4:42 10 M IN 6.40 4.27 FROM :Alpine Dciltin9 FAX NO. :907 345 0202 Jun. 16 2010 10:iOPM Pi Alpine Drilling & Enterprises Well Log Permit Number: #SW090~88 Date of Issue: 9-28-09 Parcel Identification Number: 015-221.81 Date Started: ~2-5-09 Date Completed: 12-7-09 Is well located at approved permit location'? x Yes [] No Legal Description: Cross View Estates Block 2 Lot ~9 Property Owner Name & Address: Bill Bousquett 16201 Golden View Drive ........ Anchora.qe, , , ,Ak g,9. 5.~ 6, Borehole Data: Depth (fl) Soil Type, Thickness & Water Strata From To Stick-up 0 2 silt 2 12 gravelly silt 12 51 silt 51 57 gravelly silt 57 132 silty cobbly gravel 132 181 gravelly slit 18J 207 silty water sand & gravel 207 211 silt 211 220 silty water sand & gravel 220 224 gravelly silt 224 240 silty water sand & gravel 240 245 gravelly silt 245 269 silty water sand & gravel 269 282 POst-W" brand,f_ax transnlit:tal .memo 7~71 t~.o, pag~, - Phone ~ Method of Drilling x air rotary ['"} cable tool Casing type: steel Wall Tlfickness: .25 inches Diameter: _6 inches Depth: 282 feet Liner Type: ~ Diameter: ~ inches Depth: __ feet Casing stickup above ground: 2 feet Static water level (from ground level): 141 feet Pumping level: 280 feet after _2 hours pumping 50 gpm Recovery Rate: 50 gpm Method of Testing: air l!ft Well Intake Opening Type: x Open End [] Open Hole [] Screened Start ~ feet Stopped ~ [] Perforations Start feet Stopped__ Grout Type: bentonite granules Depth: , Start 0 feet Pump: Intake Depth feet Pump size __ hp Brand Name Volume: 2 bgs Stopped ? feet. Well Disinfected Upon Completion? x Yes [] No Method of Disinfection: chlorin, e tab. lets Comments: Well Driller: Alpine DriHing& Enterpr~e POBox 110496 AnchorageAK99511 Mayor bevelopment Services bel~rtment Building 5efety bivision On-Site Water & Wastewater Pr~am 4700 Elmore Strut P.O. Box [966~ Ancho~ge, AK 99519-66~ www.muni,org/onsite (~7) 343-7~ Pump Installation Log Well Drilling Permit Number: SW of Issue: Date Parcel Identification Number: NO Replacement Only: YES l~ 19~ Bloc& 2. Cra,,s~¥e~ ~'tales' Pro~ Owner Name & Address: Bousquet Construction Ptunp htstaHatiou Date: 4/27/2010 Pump Intake Depth Below Top of W'eH Casing: 275 feet Pump Manufacturer's Name: Myers Pump Model: 3NFL10-I2GPM Pump Size 1 hp Pitless Adapter Burial Depth: 12 feet Pifless Adapter Manufacturer's Name: campbell Pitless Adapter Installer: ~ Well Disinfected Upon Completion? Yes No Method of Disinfection: Recirc Comments: Pump Inslaller Name: Aarow Pump & Well Service LLC PO Box l10496,Anchorage, AK. 99511 (907) 346- 9355 SGS ReL# 1104179001 Client Name Pannone Eng. Srv. Printed Date/Time 08/20/2010 15:15 Project Name/# Crossview Est L19,B2 Collected Date/Time 08/13/2010 13:25 Client Sample ID Crossview Est LI9,B2 Received Date/Time 08/13/2010 13:45 Matrix Drinking Water Technical Director Stephen C. Ede Samvle 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) 08/18/10 08/19/10 KDC Waters Department Total Nitrate/Nitrite-N 0896 0. I00 mg/L SM204500NO3-F B (<10) 08/13/10 AYC Microbiolog~ Laboratory E. Coli Negative 1 100mL SM20 9223B A 08/13/10 DLC Total Coliform Negative I 100mL SM20 9223B A 08/13/10 DLC MUNICIPALITY OF ANCHORA.GE ? 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: Sap 28, 2009 Expiration Date: Sap 28, 2010 Permit Number: SW090188 Legal Description: CROSS VIEW ESTATES, BLOCK 2, LOT 19 Design Engineer: 0062 PANNONE ENGINEERING SERVI( Owner Name: BILL BOUSQIJt:I I Owner Address: 16201 GOLDEN VIEW DRIVE ANCHORAGE, A 99516- Parcel ID: 015-221-81 Site Address: NHN HERITAGE HEIGHTS DRIVE Lot Size: 49656 SQ. FT. Total Bedrooms: 0 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. 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. Date: Date: ~:~-- Municipality of Anchorage ONSITE WATER & WASTEWATER PROGRAM CHANGE ORDER PLEASE GIVE A DESCRIPTION OF THE CHANGE TRACT. BLOCK7_ LOT ~ PHONE ~AX. Issued Time (date) (hours) APPROVED (date) nl/,'~ ~)"/l~'J~ TOTAL HOURS ~) * ~" ~130 HOURLY RATE TOTAL TO BE PAID. Municipality of Anchorage P.O. Box 196650 · 4700 Elmore Road Anchorage, Alaska 99519-6650 · (907) 343-7904 · Fax (907) 343-7997 http:#www.rnunl.orq/On slte Development Services Department On-Site Water and Wastewater Program ON-SITE SEWER/VVELL SUBMITTAL COMMENT SHEET To: PES Legal description: Cross View Estates, Block 2, Lot 19 [~Permlt [--IC.O.S.A. [--Ilnspectlon Report The attached paperwork has been reviewed and Is being returned for the following reasons: 1. Test Hole Location: Please further substantiate that the proposed and alternate drainfields are within 30 feet of the test hole location, or request provision "A" (shown below) be added to the permit. A. THE ENTIRE SEPTIC DRAINFIELD AND ALTERNATE MAY NOT BE WITHIN 30 FEET OF A PERCOLATION TEST. THE ENGINEER SHALL ENSURE ADDITIONAL PERCOLATION TESTS ARE PERFORMED AS NEEDED TO MEET THIS REQUIREMENT PRIOR TO CONSTRUCTION OF THE SEPTIC DRAINFIELD. 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 REVIEWANDAPPROVAL. ~/ ~c'T~ L~c ~,-r'c~3 '--'r"~-sT ~ Z.¢~-~ f~'~-~ 2. Contours: The contour lines appear to be labeled incorrectly. Please revise as needed. 3. The "Review Only" drawings have been reviewed and there are no additional comments. Please submit the "For Construction" drawings, which will need to be compared to the "Review Only" drawings prior to issuing the permit. Name of reviewer: Jay Date: 9/24/09 Please supply the necessary information and re-submit your request. LEA VE THIS FORM ATTACHED TO THE PAPERWORK Municipality of Anchorage P.O. Box 196650 · 4700 Elmore Road Anchorage, Alaska 99519-6650 · (907) 343-7904 · Fax (907) 343-7997 http:l/www.munl.or,q/Onsite Development Services Department On-Site Water and Wastewater Program L)epar tntel~t ON-SITE SEWEPJVVELL SUBMITTAL COMMENT SHEET To: PES Legal description: Cross View Estates, Block 2, Lot 19 ~3Permit ~]C.O.S.A. [--Ilnspection Report The attached paperwork has been reviewed and is being returned for the following reasons: 1. Test Hole Location: Please further substantiate that the proposed and alternate drainfields are within 30 feet of the test hole location, or request provision "A" (shown below) be added to the permit. A. THE ENTIRE SEPTIC DRAINFIELD AND ALTERNATE MAY NOT BE WITHIN 30 FEET OF A PERCOLATION TEST. THE ENGINEER SHALL ENSURE ADDITIONAL PERCOLATION TESTS ARE PERFORMED AS NEEDED TO MEET THIS REQUIREMENT PRIOR TO CONSTRUCTION OF THE SEPTIC DRAINFIELD. 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. 2. Contours: The contour lines appear to be labeled incorrectly. Please revise as needed. 3. The "Review Only" drawings have been reviewed and there are no additional comments. Please submit the "For Construction" drawings, which will need to be compared to the "Review Only" drawings prior to issuing the permit. Name of reviewer: Jay Date: 9124109 Please supply the necessary information and re-submit your request. LEAVE THIS FORM ATTACHED TO THE PAPERWORK 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.munLorg/onsite (907) 343-7904 ON-SITE SEWER/VVELL PERMIT APPLICATION FOR A SINGLE FAMILY DWELLING Parcel I.D. 015-221-81 Property owner(s) Bill Bousquett Mailing address16201 Golden View Drive Site address NHN Hedtaqe Hel,qhts Drive Legal description (Sub'd., Block & Lot) Cross View Est, Block 2 Lot 19 Legal description (Township, Range & Section) Lot Size 49656 .Sq. Ft. Day phone 2301010 Zip Code 99516 Zip Code 99516 Number of Bedrooms 4 THIS APPLICATION IS FOR (~;(] all that apply): Absorption Field [] Septic Tank [] Holding Tank [] Privy [] 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 Famlly Dwelling and is in accordance with applicable Municipal Codes. Pannone Engineering Services, LL~'~,-'~ (Signature of property owner or authorized agent) Permit/Rush Fees: Date of Payment: Receipt Number: (Rev, 11/05) Date of Payment: Receipt Number: Pannone En§ineerin§ Services LLC Steven R. Pannone, P.E., Principal Licensed & Registered in Alaska and Florida E-maih steve~oanenRak.com November 23, 2009 Municipality of Anchorage Development Services Department On-Site Water & Wastewater Program 4700 Elmore Road P. O. Box 196650 Anchorage, Alaska 99519 Re: Cross View Estates Block 2 Lot :19 Well and Septic System Installation Ladies and Gentlemen: I am writing to request that permit number SW090188 be modified from a four bedroom house to a five bedroom house. The septic design has been updated to accommodate for the additional bedroom. The reserve system has also been designed to the new design flow of 750 gallons per day. 1. Soils Investigation: The same test hole performed by Garness Engineering Group was used for the 5 bedroom system. 2. Trench Design: a. Percolation Rate: 40 lin/inch b. Application Rate: 0.45gpd/sf c. Number of Bedrooms: 5 d. Design Flow: 750 gallons per day e. Min. Absorption Area: 1,667 sf f. Totaldepth: 10.0 feet g. Effective Depth: 6.5 feet h. Width: 2.5 feet i. Reduction Factor: -- j. Minimum Length: :129 feet k. Design Length: 130 feet I. Effective Absorption Area: 1690sf m. Septic Tank Size: 1500g steel Septic tank 3. Surface Water: There is no surface water within 200 feet of the proposed installation. Physical: 11301 Olive Lane, Anchorage, AK 9951S Telephone: (907) 272-8218 FAX: (907) 272-8211 Page 2 of 2 4. Topography: The average topography in the area of the proposed septic system is approximately one percent to the west. 5. Future Development: The proposed installation will not affect the future development of the surrounding or existing lots. There are no wells or septic systems within 100 feet of the proposed septic location. If you have any questions or concerns, please contact me at 272-8218. Attachments: Sincerely, ~ Steve~ R. Par,-'~e .' 11123/09 Steven R. Pannone, P. E. Principal Mailing: P.O. Box 102954, Anchorage, AK 99510-2954 Physical: :11301 Olive Lane, Anchorase, AK 99515 "L EXIST'O SEPTIC ' AREA 'THIS "' VACANT LOT NO :~TIC .' .. AREA VACANT LOT NO ·" WELLS/SEPTIC NOTES: FOR CONSIRUCTION PLAN PANNONE ENG SVC, LLC P.O. BOX 100217 ANCHORAGE, AK 99510 PHONE (907) 272-8218 FAX (907) 272-8211 CROSS VIEW ESTATES S/D BLOCK 2 LOT 19 BILL BOUSQUET CE 8149 Dote 11/25/09 Stole 315-221-81 PERMIT NO. $W090188 Sheet 1 0F 4 " ' VACANT LOT NO '" WELL~/SEPTIC -'" ..,j VACANT LOT NO ' ..' ..... WEL:LS/SEPT[C PROPOSED I I -'' .~* J PRIVATE WELL --~...,,,....~,...~. ~ ," / .' :' '~J PROPOSED ."" '. ' ~' :' ' " .... SYSTE,,, . \ ,' / .. ~' . ~ ~ . . ~J .... . .,.."~ ./ ...-"%....~m.~ ~,. '.. '--. 88.0 100' WELL RADIUS ---~ .' VACANT LOT NO WELLS/SEPIIC ,' ~ PROPOSED ,-' .. ..... ' .-" / WELL- '"'"' '7 LOC,ATION '--~ .,," ,, · ..'"' .."/ ... ' .\' .. ' .' . ~' ' -- ' ,---~-~'~ n ., - . .... .. '.. ...~ .~."~' ,~, ,,~ / ~SAS RESERVE AREA ' , ' -"" 26.3" 50LFx2.5'Wx6.5'ED 10~ .' .."' , ,,"_~." " ," . I I ,.' ~ ~ ,' . . ." FIELD /~' ~.~~ 14~.7/ I 2 EA. 65~x2.5'Wx6.5'ED...,'~¢~ ~ r ~C% 7~ / / ' / I ..' 'X ' LOCATION / ~ PROPOSED ' ~ W~ / /I ~ 5BP HOUSE J. ' ' ' ' . INSTALL / /__J J J I I ~ FLOW SPLICER ~ / ~ ~~ ~ /'-, J ~ ~',, ~ / ~'~. f ~J; 10' STORM. ~l "', ~ /; . J - ' ' DRAIN ~. =i " ~ PROPOSED 1500g ~. ~ ~ ~.O 2~0 EASEMENT , '," ' I SEPTIC TANK 13.9 ~ i { "~" ' .' EASEMENT VACANT LOT NO WELLS/~PTIC .' CONTOUR~ ARE BASED OFF / ., " J - MOA MAPPING DATA 1994. / ' EXACT ELEVATIONS WILL BE ~ ~ '"' TAKEN IN THE FIELD. ~ NOTES: P~O~ ~G ~C, L~ CONS]RUCTION P.0. BOX 100217 ANCHORAS[, AK 99510 ~..... PHONE (907) 272-8218 FAX (907) 272-8211 Scole 1'=50' ~ .......... ~ P.I.D. NO ~~~L ~n°~ 015-221-81pERMiT NO. CROSS ~EW ESTATES S/D BLOCK 2 LOT 19 f~ ~.. ..%~ SW090188 BILL BOUSQUET PLAN 't~. ~33 2~ 2 OF 4 SPECIAL PROVISIONS TO SPECIFICA'PONS 1. ALL CONSTRUCTION SHALL BE INSTALLED AS SPECIFIED IN THE MOST CURRENT EDfllON OF THE MUNICIPALITY OF ANCHORAOE STANDARD SPECIFICATIONS (MASS) FOR COMPONENT PARTS AND MATERIALS USED IN CONSTRUCTION OF ON-SITE WASTEWATER DISPOSAL SYSTEMS. 2. ALL WORK SHALL BE IN ACCORDANCE WITH THE ATfACHED SPECIFICATIONS. 3. SCOPE OF WORK: INSTALL NEW 1500 GALLON SEPTIC TANK AND NEW SOIL ABSORPTION SYSTEM 4. GROUNDWATER IS NOT EXPECTED TO BE ENCOUNTERED DURING EXCAVATION, AS EVIDENCED BY THE SOIL TEST HOLE INFORMATION ABOVE 16 FT. IF AN APPARENT WATER TABLE IS OBSERVED IN ANY OF THE EXCAVATIONS LESS THAN 14 FEET BELOW EXISTING GRADE, NOTIFY THE ENGINEER IMMEDIATELY. 5. CONTOURS ARE IN 4 gf INTERVALS. BASED OFF MOA MAPPING DATA 1994. _~OL' ,~Filter Fabric ~' 3.5' / ~'~' X J,//~ Drain rock 6' above pipe m~ I I ~ '-------4' diam. drain pipe 6.5' ~ , ~- Drain rock below pipe Inv. ~/ I · 2.5' [ 1 2.5' 13,__ RESERVE SYSTEM SIMILAR .,o.,,o,.d SECTION Ox Ox O ,°,d d d .o¢ o ~ ~ ¢30 ,,~ /-4' Dia Perf Pipe O~-''~ o =o~ /F810 HDPE --- ~ ~"EW 1500g-- SEPTIC ' TWO EACH TRENCH 65 LF, 6.5' EFF. DEPTH, 10.0' T.D. PROFILE DESIGN PARAMETERS ABBREVIATIONS LEGEND NEW SEPTIC SYSTEM CU COPPER .... w---w WATER LINE/ NO. BEDROOM: 5 (750 gpd) DIP DUCTILE IRON PIPE WELL RADIUS TANK SIZE: 1,500 gollon TH TEST HOLE PERC. RATE: 31-60 MPI FC FOUNDATION CLEAN OUT ss ~ -- EXIST'C SEPTIC SOIL RATING: .45 gpd/SF T~ TANK CLEAN OUT NO. AREA ROD: 1,667 SF C# CLEAN OUT NO. ~ ss ss ~ NEW SEPTIC SYS. TYPE: DEEP TRENCH, 6.5'ED, MIN LENGTH: 129 LF M# MONITOR TUBE NO. USE: R.L RIGID INSULATION ~ ~ CHAINLINK FENCE 2 EA 65LFx2.5'WIDE,6.5'ED.10.0' TD DCO DOUBLE CLEAN OUT TOTAL AREA: 1690 SF DV DIVERTER VALVE rs FLOW SPLITTER .OTIS: PANNON]g LNG SVC, L[,C ~, FOR CONSTRUC,ION P.O. BOX 100217 ANCHORAGE, AK 99510 --'~.~-%.~"' .... PHONE (907) 272-8218 FAX (907) 272-8211 ~*.'49 '.* NTS Scale ~ ......... F. PJ.D. NO CROSS VIEW ESTATES S/D . ~]h.n.~C..&.~. 015-221-81 BLOCK 2 LOT 19 ~,¢x'. CE 8149 ~,,~ ~¢j.:.. ...,.,,.~_,.~, SW090188 BILL BOUSQUET ~'I,. ¢*;;,.'. ...... ~'~..-~ Sheet DESIGN NOTES RESERVE SYSTEM DESIGN 2EA. ADVANTEX 24" 4" JIM CAP AX20 POD-~ INSULATED \ I SLICE SECTION-~ OF 6' PIPE OVER THIS CONNECTION 14' TO PROVIDE SNEER PROTECTION- EXTEND TO BRIDGE EXCAVATION PASSIVE AUXILIARY AIR VE"T- I DESIGN PARAMETERS ABBREVIATIONS LEGEND RESERVE SYSTEM CU COPPER ..... w .... w- WATER LINE/ ADVANTEX W/ PUMPVAULT DiP DUCTILE IRON PIPE WELL RADIUS NO. BEDROOM: 5 (750 gpd) TH TEST HOLE TANK SIZE: 1,500 gallon FC FOUNDATION CLEAN OUT -- ss ss -- EXIST'G SEPTIC PREC. RATE: 31-60 MPI T# TANK CLEAN OUT NO. SOIL RATING: 2 gpd/SF C# CLEAN OUT NO. ~ ss ~s ~ NEW SEPTIC AREA RQD: 575 SF SYS. ~h'PE: DEEP TRENCH, 6.5'ED, M# MONITOR TUBE NO. MIN LENGTH: 29 LF R.I. RIGID INSULATION ~ CHAINLINK FENCE USE: DCO DOUBLE CLEAN OUT 1 EA 50LFx2.5'W[DE,6.5'ED,IO.O' TD DV DIVERTER VALVE TOTAL AREA: 390 SF FS FLOW SPLIT[ER .OTES: PANNONE ENO b-RFC, LLC FOR CONSTRUCTION P.O. BOX 100217 ANCHORAGE, AK 99510 ~. ~ o. ....... oO! ~ i 11/25/O9 PHONE (907) 272-8218 FAX (907) 272-8211 ~r.o&.'..· ,~,~t~2~ Sco,e NTS · '"~ =.I.D. NO · ,,,,~ .....~-~ NO. 5W090188 DESIGN NOTES BLOCK 2BILL BOUSQuETLOT lg JSOIL LOG - P£RCOLATION T£STJ ,._,/../. ~.(~,~ · ~., r.~ ,~,-/0~ ~'"t) ORgy,cs JTH~50/PTS~540J ~,GW ~ ORG - ~ GP ML ,' GM GC SW NH mS" OH SEE A ACHED ' SC SITE , DEPTH TO G~WATER DATE J ~ DATE ~ING CLOCK NET TIME WATER LEVEL ~T TIHE (HI~TES) R~ING (IN.ES) ~/S/os ~ ~:5~ s- - 2 3:21 ~ 5 1/4' 3/4' 3 5:21 - 4 3:si ~ 5 1/4' 3/4' 5 3:51 - 6- - 6 4:21 ~ 5 I/4' 3/4' PERC~TI~ ~TE . ~ (MiN./INCH) PERC. H~E DI~ 6 .(INCHES) TEST ~ 8ET~EN 5 FT. ~D . A F~ H~ PRESO~ W~ PERFO~ED: ~ ~S D NO SOILS LOGGED BY: JODY ~ PERC~ATI~ TEST ~ED BY: ~EO ~L COMMENTS: PERFORMED ~ GEO, Ual. I, J~FR~ A ~NESS, CERTI~ ~T ~I~ 'W~ P~rORUED IN ~OR~CE WEH ~L STA~ ~D MUNICIP~ GUI~UNES IN EFFECT ON THIS ~TE. DEPTH TO GROUNDWATER DATE DRY Pannone Engineering Services LLC Steven R. Pannone, P.E., Principal Licensed & Registered in Alaska and Flodda E-mail: steve@oanenaak.corn September 22, 2009 Municipality of Anchorage Development Services Depoflment On-Site Water & Wastewater Program 4700 Elmore Road P. O. Box ! 96650 Anchorage, Alaska 99519 Re: Cross View Estates Block 2 Lot 19 Well and Septic System Installation Ladles and Gentlemen: I am writing to request that a permit to construct a new well and septic system be issued for this property. The proposed systems will serve a proposed four-bedroom house. The lot is not currently developed. The proposed scope of work is to install a new 1250 gallon septic tank and absorption system along with a new private well that will serve this lot. Soils Invesllgation: A soils exploration was completed in September of 2005 by Garness Engineering Group. The soils encountered were silty sands and clayey silts in the area where the new drain field will be installed. The percolation rate of the soil based on the test performed is 40 min/in.. Bedrock and ground water were not encountered in the test pit. Ground water was not observed after the water monitoring period. Based on the soil investigation and the water monitoring performed to date, I believe the best system would be a conventional septic system using an application rate of 0.45 gpd/sf. Trench Design: a. Percolation Rate: b. Application Rate: c. Number of Bedrooms: d. Design Flow: e. Min. Absorption Area: f. Total depth: 40 min/inch 0.45 gpd/sf 4 600 gallons per day 1,333 sf 10.0 feet Mailing: P.O. Box 102954, Anchorage, AK 99510-2954 Physical: 11301 Olive Lane, Anchorage, AK 99515 Telephone: J907) 272-8218 FAX: J907) 272-8211 Page 2 of 2 g. Effective Depth: 6.5 feet h. Width: 2.5 feet i. Reduction Factor: - j. Minimum Length: 103feet k. Design Length: 110 feet I. Effective Absorption Area: 1430 sf m. Septic Tank Size: 1250g steep Septic tank 3. Surface Water: There is no surface water within 200 feet of the proposed installation. 4. Topography: The average topography in the area of the proposed septic system is approximately one percent to the west. 5. Future Development: The proposed installation will not affect the future development of the surrounding or existing lots. There are no wells or septic systems within 1DO feet of the proposed septic location. If you have any questions or concerns, please contact me at 272-8218. Sincerely, 9/22/09 Sfeven R. Pannone, P. E. Principal Attachments: Mailing: P.O. Box 102954, Anchorage, AK 99510-2954 Physical: 11301 Olive Lane, Anchora,qe, AK 99515 ... ~ /..' .,..~--.~ ..,-"-,.. ,,- .., ...----p~! .. ........ / ......... ~ ............ '""_ ..... , .... ~'~ ........ ...' ~ ~ ~ ~ ' ~ .. , / .' ~ .................. : ,' : ~ :/ /" ~ ~ '.. ,' / 1~ ! ~ ~./ ..'" ,~,.~'~...'%~' .: ,/I , ~ ~/ ~/ ..,~/ '~ .....~ ,,: -i . ~.,__ ~ · .. , .. : ' ~.' : ~ EXlS~ SE~IC_...'~ ..' .: / ..." ...' ., .~ ,: ~ ~ ~ -" / .'" / , - ............... .,- / / , ..... ~ ., .,." ~ ." / , · " ,' / ',~ VACANT LOT NO ", ~ ~"' / ~ /" ~'" ' PROPOSED ...... p o os[o...-/ / ...,. i ~, '", ..' ." ~ sEP.~ ,~ ,,"~ ...... .~ ~/ ~ ',. '" "'"' : " /J ~~~ J/ [ "l.~ '.,. .. ,. ; ~ , ..--' j ~ -. , .~. t , .~.~, · . SEPTIC,.. / . ,. , , ~ ~ VACAN~ LOT NO ,." "~ ~ ....... .-" PHONE (gO7) 272-8218 FAX (907) 272-8211 '" Scale CROSS ~EW ESTATES S/D ~~ ~15-221-81 PLAN BILL BOUSQUET , ~ ~.~ Sheet .' 100' WELL RADIUS ..--~......-' ..... ...., VACANT LOT .0 W~..L.~SAEPT~C ./ ~ PROPOSED ..' ...- .,.. ,,/ WE~.L'-~ " .,' .....-"' ,,,.'/ LOC..ATrON X..'"'"' . '"' "' , S,A? RESE, RVE A.R, EA .." '..'' ....""~ 25X2.SWX65ED, IOTD~ .-" ," -'" 26:3~"'J'"~/~' I/~ '"r' BA$~'D"ON ADVANTEX SYSTEM\ .-'" ..-"~ .-"' · .-',-:'~'-45~ .? .? ..... /' PROPOSED ABSORPTION ~'~-.~ ,,/ / , FIELD~'~ ~/i-~...,.A-~ ~ ,', ~ "-'"1 ,~ C.., ~%,'-.. "r '~ 2 EA, 55LFX2;5 WXE,5 E.D 1-~ t'~ ~-,Go%A%~-'--..~" , ,tEsT. -/~~ /~---..~/ ~ 'I"....~ ' ,' '"' / /~ / ~P~OPOSED ,-~-~,r~ MEASURED VOCATION / / ,~ :... l?'_~r-"~.~__ ,' ,, ,. ~ BR, us~ , ,, ¢ FLOW SPLITTER / ~~__.r ,, ~ ~d " PROPOSED / I / ""~/ ~ / -- ,; ] u .~/Uh:M.. I/'1 "'-. ...-'"' <o~'~ 1250~S~~~'--~.1'~... ", /' : TANK 13.? ~ j'/ {~ EASEMENT J I" '-., ' · ,, · ~, i '/ ~ , '., /' ', ~ ,, / / 20 (:;AS',~/ .,/ · VtF"TLOT"OWEL'S/S?T,O...." / /' ~SEMENTi ~.~ ;' , ....... ~ ~ ~ ~ I , , , ~. ,, ~ ,~ , ,\ , ~ ' _ ......... / ,~ · '~ONTO~3RS ,ARE BASED OFF / , .' '.~ ~ MOA I~APPING DATA 1994. /' /' ,'EXACT ELEVg. TION~ WILL BE // / .~"'" \. ~ TAKEN IN TH,E FIELD. ..." /' ,?" '~'.. ,,' , , /' ..- '" ..-- '" uo~s: PANNONE ENG SVC, LLC xll ,/~,/o~ PHONE (907) 272-82~8 tAX (907) 272-8211 Scale 1'.,,50' CROSS .EW ESTATES S/O ~-,,.~-,.~"~-~'-~' BLOCK 2 LOT 19--~.'---~"~'~..'.. ..~,~..*,' s~xxxx PLAN BILL BOUSQUET 'rll~'~z..~,,mm~,~r~,~~'~'~ Sheet SPECIAL PROVISIONS TO SPECIFICATIONS I. ALL CONSTRUCTION SHALL BE INSTALLED AS SPECIFIED IN THE MOST CURRENT EDITION OF THE MUNICIPALITY OF ANCHORAGE STANDARD SPECIFICATIONS (MASS) FOR COMPONENT PARTS AND MATERIALS USED IN CONSTRUCTION OF ON-SITE WASTEWATER DISPOSAL SYSTEMS. 2. ALL WORK SHALL BE IN ACCORDANCE WITH THE AT(ACHED SPECIFICATIONS. 3. SCOPE OF WORK: INSTALL NEW 1500 GALLON SEPTIC TANK AND NEW SOIL ABSORPTION SYSTEM 4. GROUNDWATER IS NOT EXPECTED TO BE ENCOUNTERED DURING EXCAVATION, AS EVIDENCED BY ]'HE SOIL TEST HOLE INFORMATION ABOVE 16 Fr. IF AN APPARENT WATER TABLE IS OBSERVED IN ANY OF THE EXCAVATIONS LESS THAN 14 FEET BELOW EXISTING GRADE. NOTIFY THE ENGINEER IMMEDIATELY. ,5. CONTOURS ARE IN 4 FT INTERVALS. BASED OFF MOA MAPPING DATA 1994. F0.5' ,,,,,'-Filter Fabric -2 ~ ~"---'-- 4' diam. drain pipe B.5'i 'i~I~F ~ .~Drain rock below pipe Inv. =" I 2.5' 1.''12.5' rain -16 ~ NO g¢oundwoter RESERVE SYSTEM SIMILAR '"°""°'":' SECTION ~ m u o ,',o ~ ~ z~ . '~ ~ /-4 D~a PedP~oe ~ , 0 =~: /F810 HDPE - 2 / TANK ~':'t[l' ~' '" · ...... ~ ..... ~"' ..... " *" ' ' TWO EACH TRENCH 55 LF, 6.5' EFF. DEPTH, 10.0' T.D. PROFILE DESIGN PARAMETERS ABBREVIATIONS LEGEND NEW SEPTIC SYSTEM CU COPPER w ~ WATER LINE/ NO. BEDROOM: 4 (600 9Pd) DIP DUCTILE IRON PIPE WELL RADIUS TANK SIZE: 1,250 §orlon TH TEST HOLE PERC. RATE: 51-B0 MPI FC FOUNDATION CLEAN OUT ...... .," --- EXIST'G SEPTIC SOIL RATING: .45 §pd/SF T# TANK CLEAN oLrr NO. AREA ROD: 1,33~ SF SYS. '~'PE: DEEP TRENCH, 6.5°ED, C# CLEAN OUT NO. ~-- ~ - ' ' NEW SEPTIC MIN LENGTH: 105 LF M# MONITOR TUBE NO. USE: R.I, RIGID INSULATION --. ~ CHAINLINK FENCE 2 EA 55LFx2.5'WlDE,6.5'ED,lO.O' TD DCO DOUBLE CLEAN OUT TOTAL AREA: 1430 SF DV DIVERTER VALVE FS FLOW SPLITTER NOT~S: ?ANNONF_, ~'NG SVC, LLC ~, ~/~/o~ ,,...,,-o ,o, CO.,TR,,CTIO, ,..0. ,,OX ,0:,,., 9,.O PHONE (907) 272-821B FAX (907) 272-82il ~'~.'~4*TH ~ ','.~.~?~ $:""NTS ~,"' ' ~, P.I.D. NO CROSS VIEW FSI^I'ES S/D .......... DESIGN NOTES BILL BOUSQUET .... ." RESERVE SYSTEM DESIGN 2EA. ADVANTEX 4' JIM CAP__ AX20 POD'~ INSULATED · RISER , . SLIDE SECTION OF 6" PIPE OVER THIS CONNECTION 14' TO PROV1DE SHEER PROTECTION- EXTEND TO BRIDGE EXCAVATION PASSIVE AUXILIARY AIR PUMP -~ DESIGN PARAMETERS ABBREVIATIONS LEGEND RESERVE SYSTEM CU COPPER w--w WATER LINE/ ADVANTEX W/PUMPVAULT DIP DUCTILE IRON PIPE WELL RADIUS NO. BEDROOM: 4 (600 gpd) TH TEST HOLE TANK SIZE: 1,500 gollon FC FOUNDATION CLEAN OUT --- ~ .... ~. --- EXIST'O SEPTIC PERC. RATE: 31-60 MPI T# TANK CLEAN OUT NO. SOIL RATING: 2 gpd/SF C# CLEAN OUT NO. -- ~s ~ -- NEW SEPTIC AREA RQD: 300 SF' SYS. 'h'PE: DEEP TRENCH, 6.5'ED, M# MONITOR TUBE NO. MIN LENGTH: 23 LF R.I. RIGID INSULATION ~ CHAINLINK FENCE USE: DCO DOUBLE CLEAN OUT 1 EA 25LFx2.5'WIDE,6.5'ED,10.0' TD DV DIVERTER VALVE TOTAL AREA: .375 SF FS FLOW SPLFTI'ER .oTEs: PANNONE ]3NG SVC, LI.C % 0/2,/0, ISSUED FOR CONSTRUCTION P.O. BOX 102954 ANCNORAGE, AK 99510/~C~'." CROSS VIEW ESTATES S/D ~. ~.teven R. P'onnope ~- '£RMIT NO. swogxxxx DESIGN NOTES BILL BOUSQUET VACANT LOT NO '",. / .... ,.' ~E[LS/S£PTiC ....... . .., ~ PROPOSED ..... ." P. R1VATE · WEL .. PROPOSED ,",.'/ ,'" · SYSTEM ". THIS .," ..'" P~OJEGT ~ ;" . ....... .... ' /' .; VACANt' LOf NO :" / WELLS/SEPTIC ..-" NOTES: FOR REVIEW ONLY PLAN PANNONE ]~:NG SVC, LLC P.O. ~o× 102954 ANCHORAGE, AK 99510 PHONE (907) 272-8218 FAX (907) 272-8211 CROSS VIEW ESTATES S/D BLOCK 2 LOT 19 BILL BOUSQUET · -- .. .... ..o: ti 9/22/09 1'=100' P.I.D. NO - onnor~e ~ 015-221-81 ,E,M,, ,O. SWxxxxxx ,' 100' WELL RADIU?.~.... ...-.'" ............... /.- VACANT LOT NO WE,,L.,LSjSEPTIC ./ , ' '" .. · .,,- PROPOSED,' . ..-'" ,,,"/ LOCATrON ..'"' '(' 1'~ 1':8 BRbPOSED ' ABSORPTION ...' '~ FIELD .--"" ' ~o~2 EA. 55LFX2.5'WX6 GES TH r LCN~ 152.7 I APROX ." ~ I ',1, ! I I / PROPOSED SAS RESERVE AR BR HOUSe , I ,' I I / ; 1 O' STORM '" ~ 30.0 28.0 .DRAIN -'~-. j. '"' ' 9 j/ ~ EASEMENT ,' ' 13. ! ,' , ,, ~, PROPOSED ~ (o , 1250g SEPT!C 20' GA~' : ' EASEMENT i VACANT LOT NO WELLS/S[~TIC , TANK. , NOTES: PANNONE ENG SVC, LLC P.O. BOX 1029,54 ANCHORAGE, AK 99510 PHONE (907) 272-8218 FAX (907) 272-8211 rOt RENEW ONLY PLAN CROSS VIEW ESTATES S/D BLOCK 2 LOT 19 BILL BOUSQUET SPECIAL PROVISIONS TO SPECIFICATIONS 1. ALL CONSTRUCTION SHALL BE INSTALLED AS SPECIFIED IN THE MOST CURRENT EDITION OF' THE MUNICIPALITY OF ANCHORAGE STANDARD SPECIFICATIONS (MASS) FOR COMPONENT PARTS AND MATERIALS USED IN CONSTRUCTION OF ON-SITE WASTEWATER DISPOSAL SYSTEMS. 2. ALL WORK SHALL BE IN ACCORDANCE WITH THE ATTACHED SPECIFICATIONS. .3. SCOPE OF WORK: iNSTALL NEW 1250 GALLON SEPTIC TANK AND NEW SOIL ABSORPTION SYSTEM 4. GROUNDWATER IS NOT EXPECTED TO BE ENCOUNTERED DURING EXCAVATION. AS EVIDENCED BY THE SOIL TEST HOLE INFORMATION ABOVE 20 Fr. IF AN APPARENT WATER TABLE IS OBSERVED IN ANY OF THE EXCAVATIONS LESS THAN 14 FEET BELOW EXISTING GRADE. NOTIFY THE ENGINEER IMMEDIATELY. 5. EXISTING TANK SHALL BE ABANDONED IN ACCORDANCE W~TH THE CODE BY PUMPING, CRUSHING, AND FILLING WITH COMPACTED CLEAN EARTH MATERIAL. 6. CONTOURS ARE IN 4 F'F INTERVALS. rO.5. ~,~Filter Fabric -2 -- ~ . ~4" diam. di'aJn pipe t, ~Drain rock below pipe inv. F810 HDPE / - NEW 1250g ~ - .~ / SEPTIC TWO EACH TRENCH 55 LF, 6.5' EFF. DEPTH, 10.0' T.D. PROFILE DESIGN PARAMETERS ABBREVIATIONS LEGEND NEW SEPTIC SYSTEM CU COPPER --wIw WATER LINE/ NO. BEDROOM: 4 (600 §pd) DIP DUCTILE IRON PIPE WELL RADIUS TANK SIZE: 1.250 gollon TH TEST HOLE PERC. RATE: 3!-60 MPI FC FOUNDATION CLEAN OUT - · '. : .... EXIST'G SEPTIC SOIL RATING: .45 gpd/SF TN TANK CLEAN OUT NO. AREA ROD: 1,333 SF SYS. IYPE: DEEP TRENCH, 6.S'ED, CN CLEAN OUT NO. ~ ~ ~ ~ NEW SEPTIC MIN LENGTH: 10`3 LF MN MONITOR TUBE NO. USE: R.L RIGID INSULATION ~ CHAINLINK FENCE 2 EA 5SLFx2.5'WIDE.6.5'ED.10.O' TD DCO DOUBLE CLEAN OUT TOTAL AREA: 14.30 SF DV DIVERTER VALVE FS FLOW SPLITTER ~OTES: PANNONE ENO SVC, IFOR REV1EW ONLY P.O. BOX 1029.54 ANCHORAGE, AK 99510 ~0~ ---..:q..--_ CROSS VIEW ESTATES S/D BLOCK 2 LOT 19 'ij,~,'. CE 8149 ,.~.~ PERMIT NO. DESIGN NOTES BILL BOUSQUET '1,4'2t'. ...... '"~",~- Sheet 'OC e .com o. T STI DEPTH ~ ('7~ ~a~,cs ITH~SO/PTS~5401 ~ ~ GP ML SP ICH s. 'o. SEE A~ACHED SC DEPIH TO G~WAIER DATE ~ o/~o/~m~ 11 DATE ~ING CLOCK NET TINE WAIER TINE (HI~TES) R~ING (I~HES) 12 9/6/05 1 2:51 - 6- _ 15 3 5:21 - 6- _ 14 5 3:51 - 6- - 6 4:21 30 17 18 19 PERC~ATI~ RATE 40 ~HIN./INCH) PERC. H~E DIA. 6 .(INC~S) TEST ~ BET~EN 5 FT. ~D , 6 FT. 2 A FO~ H~ PRESO~ W~ PERFORHED: ~ YES ~ NO SOILS LOGGED BY: JODY ~US PERC~ATI~ TEST ~RF~HED BY: ~EB ~L COMMENTS: PERFORMED ~ GEG. Ltd. I. JEFFR~ ~ ~NESS. C/RTI~ ~T ~IS ~ PERFORMED IN ~COR~CE WffH ~L STATE ~D MUNICIP~ GUI~LINES IN EFFECT ON THIS ~T[: