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Home My WebLink AboutRABBIT CREEK VIEW & HEIGHTS BLK 7H LT 9AE N G I N E E R I N G April 26, 2023 PO BOX 240773 ANCHORAGE, AK 99524 522-7773 677.7766 (FAX) FORGECIVIL.COM MOA Development Services, On -Site Water & Wastewater Program 4700 Elmore Rd Anchorage, AK 99507 Subject_ Rabbit Creek V&H Block 7H Lot 9A — 7901 Susan Cir Septic system capacity — 4 bedrooms Dear On -Site Services Engineer: The Biocycle system on this lot was installed in the end of 1999 and has worked without incident. The permit was for a 3 -bedroom system. In the design, the engineer (Tobben Spurkland, PE) listed the percolation rate for the test hole completed just prior to design as less than 6 min/in and noted that the application rate was 1.6 GPD/SF. However, he chose to design the system conservatively, applying an application rate of 1.0 GPD/SF for soils perking between 6-15 min/in. It appears that he did this because older test holes perked slower, although they were further from the trench. Please refer to the table below for a summary of the test holes on the lot. The resulting design was a shallow septic bed of dimensions 10' x 45' along with a 1600 -gallon Biocycle septic tank. Year Perk Rate Distance from trench 1985 33.3 min/in Approx 25' 1996 27 min/in > 30' 1999 <6 min/in (approx. 4.3 min/in) Adjacent It is understandable that the designer would want to use a somewhat weighted average of the two test holes that affect the trench for the design. Since the slower soils were much further away, an application rate of 1.4 could be considered reasonable. This allows for a bed size of 43' long for a 4 -bedroom system. Even so, the inspection report after installation actually lists the soil rating as 1.6 GPD/SF and the total absorption area as 450 SF, which allows for more than 600 gal/day (4 bedrooms). This may indicate that the soil composition was verified during installation. On April 24, 2023, we arrived on -property for a site visit to inspect this system. We found the monitoring tube to be completely dry. Given those calculations, along with the size of the Biocycle 1600 -gallon tank, we can say that this system was actually built with the capacity of for a 4 - bedroom home. We request that, based on those original permit numbers, this system be requalified as a 4 -bedroom system. Sincerely, Benjamin Schiller, PE -71-fj I S S tSe Tr c q - 9C-'D;Z00� S � STS P i� L 3 4=c-r-f%iz /-IS 4 JI/ S i7 F ! C -/q - �r Ivlunicipality of Anchorage Page I of ~_ DEPARTMENT OF HEALTH AND HUMAN SERVICES ENVIRONMENTAL'SERVICES DIVISION P.O. Box 196650 · Anchorage, Alaska 99519-6650 · Telephone: 343-4744 On-Site Wastewater Disposal System and/or Well Inspection Report Permit Number: '-~ '~ O[C~ O ~ (_~ PID Number: ~/ ~O ~ L Wastewater System: D New ~ Upgrade Address; ~ ~ ~ ~~E,~ ~ '~ ABSORPTION FIELD No. of B~oms: Phone: ~7~-- ~J~ O Deep Trench O Shallow Trench OBed ~Mound OOther LEGAL DESCRIPTION SoilRating; 1,~ GPD/Sq. Ft. Total Depth fro~ri~inal grade: Lot: Block: Subdiv~ion: Depth to pipe bottom from original grade: Gravel depth beneath pipe Township, I Range: I Section, Fill added above original grade: Gravel length: WELL: ~New B Upgrade Gravelwidth: Numberoflines: ID~stancebetweeali~es: Classification,(Private, A,8,C): Total Depth: Cased To: Total absorption area: Pipe material: Date Drilled: Stage Water Level: Installer: ~/ Yield:Pump Se~: Oasing Height Above Ground: ~ GPM .~, ~,~ ~,, ,~ ~, TANK SEPARATION DISTANCES u Septic U Ho~di*~ ~SX.~... To Septic Absorption Lift Holding P~bl[c/PrivateManufacturer: Capacity in gallons: From Tank Field Station Tank Sewer Lines ~/O~y~ Material: Number of Comments: Sudace Water '~'f /¢¢ + We '~ LIFT STATION Lot ~ t Size in gallons: I Manufacturer: Line ~ ~l ¢~ ~¢¢ "Pu~P °n'l level at:I Foundation S ~ ~ ~ ¢ '1 "Pump off" level at: High water alarm at: Remarks: BENCH MARK Location and Description: J Assumed Elevation: -- . . , , .... ~: .,~ Inspections performed by: Dates: 1st ¢~ Department of Heallh and Human Services approval Reviewed and approved b ' Date: ~' ~/'¢° 72-013 (Rev. 9/91) MOA 25 N I I I I I REPLACENENT ~YSTEN BED1~1 X 45 $6" LAK~OTISBRAVEL~]-~ ' ' ROCK SWING TIES: AC $5 BC AD 60.5 £ BD 69 FT BENCH IdARK + + + +; T TOBBEN SPURKLAND P.E. 203 W 15TH. AVENUE ANCH. AK. 99501 (~97) 279-3§16 J J B£K 7 LOT 9 RABBIT CREEI{ HEIGHTS 7901 SUSAN CIRCLE OARY KUTIL SEPTIC SYSTEM AS BUILT DATE: SEP~ 1~ 2000 SHEET: 2/3 GRID: $$40 PERMIT # S~/990390 PIP # 0£0 114 £6 RCHO709£.Bb/5 X 45 DRAINF/ELD REPLACE, VENT I0 X 45 DRAINFIELD AIRCOMPRESSOR AIR LINES BIOCYCLE 6000 4-INCH /NSULAT/ON FOUNDATllON CLEANOUT 9J.$ FT 2-FEEl FILL ldlNIMUld INSYLATED SCALE BENCH MARK: TOP BECK ASSUIdED ELEVATION 100.00 FT6 L£O£ND: 1. PR/MARY TREATMENT, SEPTIC TANK 2. AERATION TANK 5. CLARIFICATION TANK 4. DISCHARGE TAN/( 5. SOIL ABSORPTION REVISEO: I1/IB/SB TOBBEN SPURKLAND P.E. 205 Wl5fh Ave Anchoraqe Ak 99501 ? 7,q-,f ,~ ~ ~ RABBIT CREEK ttEIGttTS, BLOCK ?, LOT WASTEWATER SYSTEM SCHEMATIC GARY KUTIL SEPTIC SYSTEM SCHEMATIC DA rE: SEPL 13, 2000 SHEET.. 5/5 GRID.. 3340 PERMIT # £~/990390 PID # 0£0-114-£6 RCHO7594, DF/6 FROH : CARCEL ELECTRIC FAX NO. : 5464032 Oct. 27 2000 10:11AH Pi CARCEL ELECTRIC, INC, 10410 Finley Cir. ^neb. Ak. 99516 90% 346-4030 Pi'~ 907-3462,032 Fax To: Tobben Spm'klancI, P 203W. 1_ ave. Anchorage, AK 9950] R.e: Kutfl B~oCy¢le ~y~em 7901 Susan Circle m~ci~orage AK 9950'i To whom it ilkay concern: Cartel Elecme 'w~red the Bio-Cycle located at L9 B7 Rabbit Creek Heights S/D Anchorage. This Bio-Cycle was wired per the 1999 National Elt:ctrmal Code, If you have questions pletkse give me a call. steve Clo~xd Glmd~s Ku%il 807-222G~04 ~-W DmLUN~, m:. P,O, 8ox ] ~0378 · ~ 08~0 Old Seward Hi§hw~y (907) 349-8535 ANCHORAGE, ALASKA 99511 p.1 DRILLING LOG Location (address of: Township, Range, Section, if known; or distance main road LOT 9, BLOCK 7, RABBIT CREEK HEIGHTS: 7~01 SUSAN CIRCLE ANCHORAGE r ALASKA Size of ca~ing 6" Static water level 2 Screen ( ); Perforated De~crXbe screen or per~oration Well pumping test et 2 ~ a~ of drawdown from static ~el Da~e oicomple~ion 1 0 JtJLY ~1~9~F 1 4 1 feet Cased to 1 4 0.0 5 feet .Depth of Hole ft. (abov~: :~) land surface. Finish of well (check one open end ( X ); (minute) for---~L___h0urs with.. 1 00% ft.' - Depth in feet from ground surface --Q~TO_ 2 2 8 8 .TO, 50 50 TO 54 WELL tOG ~rmations 2enervated, si~e of material, co]o~ and hardness I)epf.. Health ~. Human 54 TO 61 ,, 61 TO 63 63 TO 1~4 TQ TO To TO. .TO. TO 134 ~NV~WA Certified Contractor Certificate No's, 814 & .973 1 -- CUSTOMER Rick Mystrom. Mayor Municipality of Anchorage Department of Health and Human Services 825 "L" Street P.O. Box 196650 Anchorage, Alaska 99519-6650 http://www.ci.anchorage.ak.us August 11, 2000 Gary Kutil 2912 Wentworth St. Anchorage, AK 99508 Subject: Rabbit Creek Heights, Lot 9, Block 7 Permit # SW990390 PID # 020-114-26 The subject permit #SW990390 issued by this office for a single family well and/or on- site wastewater system, is due to expire 365 days after it's issuance on October 18, 1999. If this is a well permit and you have drilled the well, a well log must be sent to this office for documentation of the installation and to close the permit. If this is an on-site wastewater system and a licensed Professional Engineer has inspected the installation, the original as-built inspection report must be sent to this office for review, approval and documentation. All inspection reports must be submitted within 30 days of construction completion. A new permit must be obtained from this office for a well and/or on-site wastewater system NOT installed by the expiration date. However a new permit can be issued free of charge for a second year if the application for the renewal is received on or before the date of expiration of the original permit for which a fee was paid. When applying for a new permit after the original permit has expired or for more than a second year, the fees are: $320.00 for an on-site wastewater permit and $120.00 for a well pemfit. If you have any questions, please call this office at 343-4744. On-site Services enc: Copy of Permit Permit application MUNICIPALITY OF ANCHORAGE Department of Health and Human Services On-Site Services Program 825 L Street, Room 502 P.O. Box 196650, Anchorage, AK 99519-6650 (907) 343-4744 ON-SITE WASTEWATER DISPOSAL SYSTEM PERMIT Renewal Date Issued: Oct 18, 1999 Expiration Date: Oct 17, 2000 Permit Number: SW990390 Legal Description: RABBIT CREEK HEIGHTS BLK 7 LT 9 Design Engineer: 0007 Tobben Spurkland, PE Owner Name: Gary L Kutil Owner Address: 2§12 Wentworth Street Total Bedrooms: 3 Anchorage , AK 99508-0000 Parcel ID: 020-114-26 Site Address: 007901 SUSAN ClR Lot Size: 24241 SQ. FT. Permit Bedrooms: 3 This permit is for the construction of: [] Disposal Field [] Septic Tank [] Holding Tank [] Privy [] Private Well [] Water Storage All construction must be in accordance with: 1. The attached approved design. 2. All requirements specified in Anchorage Municipal Code Chapters 15.55 and 15.65 and the State of Alaska Wastewater Disposal Regulations ( 18AAC72 ) and Drinking Water Regulations ( 18AAC80 ). 3. The engineer must notify DHHS at least 2 hours prior to each inspection. Provide notification by calling (907) 343-4744 ( 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: ^. Open and closed on the same day. B. Covered, sealed, and heated to prevent freezing. Received By: -- ~ Date: Date: T o $ ? OT Uk A rD 203 W 15th. Avenue, Suite 203 ANCHORAGE, ALASKA 99501 (907) 279-3916 Fax (907)-276-6013 SEPTIC SYSTEM DESIGN LOT 9 BLOCK 7 RABBIT CREEK HEIGHT S/D GARY KUTIL Municipality of Anchorage Department of Health and Social Services 825 L Street Anchorage, Alaska 99501 October 15, 1999 We are re-submitting an application for the design of the septic system for this lot. This submittal modifies the permit that was issued in 1996 (SW96 0374) At the request of DHHS we have monitored ground water conditions at the lot and established, with the concurrence of DHHS that at least 2 feet of unsaturated native material is present at the proposed location of the septic system. We have also performed an additional percolation test at the exact location of the proposed drain field and at a shallower depth than the previous testholes. This percolation test indicates a rate of less than 6 minutes per inch. We have elected to base the redesign of the absorption field on a rate in the range of 6 to 15 minutes per Ground Water at 3 ft. Use BioCycle with elevated mound Soil Rating. From Testhole October 15, 1999 <6 mid/in = 1.6 gal per sq.ff/day Use 6<rate<l 5 -- 1.0 gal per sqft/day No. of Bedrooms 3 Required Area per Bedroom: 150/1.0 - 150 sq.ft. Total area required: 150 x 3 = 450 sqft Mound Width 10 ft Total Length 45 ft SYSTEM CONFIGURATION STANDARD MOUND TOTAL LENGTH 45 FT TOTAL WIDTH 10 FT TOTAL DEPTH 2 FT ROCK DEPTH 0.5 FT LAKE OTIS GRAVEL 3 FT COVER 3 FT BIOCYCLE 1600 The installation of this well and septic system will not prevent development of adjacent lots. There are no developed or natural surface / sub surface drainage courses on this or the adjacent lots. The proposed septic system will not change the general slope of the area. Ponding and/or concentration of surface runoff will not result from this installation. N (~ pert 7/24/96 I I REPLACE/VENT {YSTEI4 I X 45 36BED .... ~1~ OTIS GRAVELE~ ' ROCK \ \ + ++ I PROPOSED IMPROVEMENTS rTOBBEN SPURKLAND P.E. 203 W 15TN. AVENUE ANCH. AK. 99501 PERMIT # SW990XXX II ~K 7 LOT 9 RABBIT CREEK HEIGHTS 7901 SUSAN CIRCLE GARY KUTIL I SEPTIC SYSTEM DESIGN DATE: OC[, 15, 1999 SHEET: 2/$ GRID: $$40 020 114 26 RCHO7092, flWG N ' I £EPLACEMEN~ SYSTEM I PRIMAR~ SYSTEM BED 2 1~ 57,5 POSSIBLE BLDG. Well ABrES/AN EXIS TING PROPOSED IMPROVEMENTS' TOBBEN SPURKLAND P.E. 203 W 15TH. AVENUE ANCH. AK. 99501 B£K 7 LOT 9 RABBIT CREEK HEIGHTS 7901 SUSAN C/ROLE CARY KUTIL SEPTIC SYSTEM DESIGN DATE: JULY 30, 1996 SHEET: 2/3 GRID: 3?40 ~0 X 45 DRAINFIELD £EPLACEIdENT 10 X 45 ORAINFIELD A~COWP£ESSO£ AIR LINES B/OCYCLE 6000 4-INCH INSULATION FOUNDATIION CLEANOUT 5-FEET FILL kflNIldUl~ N[7 SCALE LEGEND: kilN. J FT WIN i. PRIMARY TREATMENT, SEPTIC TANK AERATION TANK CLAN/F/CATION TANK 4. DISCHARGE TANK 5. SOIL ABSORPTION f~SVlSVm Il/Isis6 TOBBEN SPUNKLAND P.E. 203 Wi5fh Ave Anchoroqe Ak 99501 27,9-,~,97¢~ PERMIT # £W99OXXX RABBIT CREEK HEIGHTS, B£OCK 7, LOT WASTEWATER SYSTEM SCHEMATIC GARY KUTIL SEPTIC SYSTEM DES/ON DATE: OCT. 16, 1999 SHEET.. 5//5 GRID.. 5540 PIP # 0£0-114-~°6 RCHO7094,DW6 Munl.;ij:ality of Anchorage DEPARTMENT O~ '~EALTH & HUMAN SERVICES 825 "L" Street, Am:borage, Alaska 99502-0650 SOILS LOG- PERCOLATION TEST PERFORMED FOR: DATE PERFORMED: LEGAl. DESCRIPTION: I-~'/ i~>~g'-'l~'~ '"*' ,, 3 4 5 6 7 8 9- Township, Range. Section: SLOPE SITE PLAN 10- 11 12 13 14 15 16 17 18 19 20 S L IF YES, AT WHAT O Dc'PTH? P De!.J: 16 Waler kller Mo:~imrifl9? OaLe: Time . Time Water Drop ii; '~0 /~-. ~* - PERCOLATION RATE ~ ~,~ (re,hulas/tach) PERC HOLE DJAMETER TLST RUN BETWEEN ~ FTAND DISCLAIHFR t ~n.ndwaf.~ c-And~tlons i nd~cated a~e ¢o~ the dates shown on]y, Past and future p~esence ~nd/o~ depth of gro~ndwate~ can not be predicted ' from ~hese o~,.~vations. PERFORMED BY: I -- CERTIFY THAT THIS TEST WAS PERFORMED IN ACCORDANCE WITH ALL STATE ANDMUNC PALGD LELNES NEFFECTON THIS DAVE DATE' ~ ~ 72-008 (Rev. 4/85) Municipality of Anchorage DEPARTMENT OF HEALTH & HUMAN SERVICES 825 "L" Street, Anchorage, Alaska 99502-0650 SOILS LOG -- PERCOLATION TEST COMMENTS · . :. (ENGINEER'SiS~AEix- ' "7 "~i ; · DATE PERFORMED:! ~ t~/~ ~: (Z~,_~ .L ~-. Township, Range, Section: WASGROUNDWATER ENCOUNTERED? S IF YES, AT WHAT ~) DEPTH? p E Depth to Waler Aller Monitoring? Date: SITE PLAN Reading Date Gross Net Depth to Net ~:Jh I,~ Time Time Water Drop q I; PERCOLATION RATE ~'~7 (minutes/inch} PERC HOLE DIAMETER 0~- FT AND ~) FT TEST RUN BETWEEN_ -- CERTIFY .THAT THIS TEST WAS PERFORMED JN ACCOROANCE WITH ALL STATE AND MUNICIPAL GUIDELINES IN EFFE;T ON THIS DAT.'. DAT~=: ~ ;~'~., '~,~ 72-008 (Rev. 4185} Municipality of Anchorage DEPARTMENT OF HEALTH & HUMAN SERVICES 825 "L" Street, Anchorage, Alaska 99502-0650 SOILS LOG -- PERCOLATION TEST LEGAL DESCRIPTION 1 4- 8 9 10 11 12 13 14- 15- 16- 17- 18. 19 20 CE - 225 ] COMMENTS 2~-- ? ~ //Z~, (ENGINEERi~ '- Township, Range, Section: "~ ] ~,/ SLOPE SITE PLAN WAS GROUND WATER ENCOUNTERED? IP~ES. ATWHAT DEPTH? Depth t~ Water Alters-- ( Reading Date Gross Net Depth to Net Time Time Water Drop PERCOLATION RATE ~ (minutes/inch) PERC HOLE DIAMETER TEST RUN BETWEEN ~'~"~ FTAND '~ FT CERT'PYTHATTH,STESTW^SPE,EORMED,N ACCORDANCE WITH ALL STATE AND MUNICIPAL GUIDELINES IN EFFECT ON THIS DATE. DATE: ,~ 72-008 (Rev. 4/85) hT 2 PAGE 1 OF 1 MUNICIPALITY OF ANCHORAGE DEPARTMENT OF HEALTH AND HUMAN SERVICES P.O. BOX 196650, 825 "L" STREET, ROOM 502 ANCHORAGE, ALASKA 99519-6650 ON-SITE WELL AND WASTEWATER DISPOSAL SYSTEM PERMIT PERMIT NUMBER:SW960374 DESIGN ENGINEER:TOBBEN SPURKLAND, P.E. OWNER NAME:KUTIL GARY OWNER ADDRESS:7901 SUSAN CIR ANCHORAGE, ALASKA 99516 PARCEL ID:02011426 LEGAL DESCRIPTION: RABBIT CREEK HEIGHTS BLK 7 LT 9 LOT SIZE: 24241 (SQ. FT.) NUMBER OF BEDROOMS: 3 THIS PERMIT: 3 THIS PERMIT IS FOR THE CONSTRUCTION OF: DISPOSAL FIELD /SEPTIC TANK / WELL SYSTEM ALL CONSTRUCTION MUST BE IN ACCORDANCE WITH: DATE ISSUED:12/ll/96 EXPIRATION DATE:12/ll/97 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 DHHS AT LEAST 2 HOURS PRIOR TO EACH INSPECTION. PROVIDE NOTIFICATION BY CALLING 343-4744 ( 24 HOURS ) (NOT REQUIRED FOR WELL ONLY PERMIT 4. FROM OCTOBER 15 TO APRIL 15 A SUBSURFACE SOIL ABSORPTION SYSTEM UNDER CONSTRUCTION DURING FREEZING WEATHER MUST BE EITHER: A. OPENED AND CLOSED ON THE SAME DAY B. COVERED, SEALED AND HEATED TO PREVENT FREEZING 5. THE FOLLOWING SPECIAL PROVISIONS. SPECIAL PROVISIONS: . o_. .,/ RECEIVED BY: %. ,Cii~~ ~. ToS?IO1RKEAND 203 W 15th. Avenue, Suite 203 ANCHORAGE, ALASKA 99501 (907) 279-3916 Fax (907)-276-6013 RECEIVED 1 5 1996 Municipality ot A~lchorage Dept, Health & Human Services Municipality of Anchorage Department of Health and Social Services 820 1 Street Anchorage, Alaska 99501 SEPTIC SYSTEM DESIGN LOT 9 BLOCK 7 RABBIT CREEK HEIGHTS 7901 SUSAN CIRCLE GARY KUTiL We are submitting an application for the installation of a well and a BioCycle treatment plant for this lot. The submittal consist of three (3) drawings showing the present improvements on the lot and the adjoining properties, (sheet I/3), the proposed improvements of the lot, of which only the well and waste water system are subject to this permit application, (sheet 2/3), and a schematic of the waste water system, (sheet 3/3). Soil logs and percolation tests of applicable testholes are also enclosed. Leroy Reid did the original soil work in 1985. He found groundwater at 5 feet on July 19, which is probably a good indication of the high groundwater level. This company performed an additional percolation test on July 24, 1996. The percolation rate we observed agrees with the one reported by Mr. Reid. The groundwater levels were monitored during the fall of 1996. On October 18 the water was obsedved at 4 feet below ground level. A week later the water was at 4.75 feet below ground. The existing well on Lot 8 is artesian with overflow being discharge via a gardenhose in the proximity of the proposed beds. Surface water/shallow groundwater is present in the peat along the east portion of Lot 9. This water may be present because of the artesian well. The proposed well for Lot 9 must be adjacent to the existing well, so the proposed well may also be artesian, with the potential of causing overflow, either similar to the existing well, or ifa casing plug is installed, at the outside of the casing. Because of these concern, a BioCycle with the reduced absorption beds is preferable to a standard septic system. A standard septic system would require 1500 sq ft of absorption area, resulting in two beds extending across the total with of the lot. With a BioCycle two 10 foot wide beds each 37.5 feet long will be satisfactory for a three bedroom house. We propose to install a shallow bed system, consisting of two beds, each 10 feet x 37.5 feet. Due to the slope of the lot and the potential for high groundwater levels, we propose to excavate to the bottom of the peat/organic layer, replacing that material with Lake Otis gravel or sand. The two beds will be installed at different elevations, approximately a 4 feet difference, a crossover with a "bump" will be utilized to leave the bottom bed in reserve until the top bed fills up and overflow. This is a common and accepted practice. The proposed location of the well is adjacent to the existing well on Lot 8. The newly adopted well ordinance does not address the separation between wells, or location of wells with respect to lot lines. There is a small structure on Lot 10, a field inspection did not locate any wells or septic systems on this lot. The waste water system design is based on the following: Ground Water at 4 ft. Assume rise to 3 feet. Use Standard Bed Soil Rating. 27 and 33 rain/in = . 6 gal per sq.ft/day No. of Bedrooms 3 Required Area per Bedroom: 150/. 6 = 250 sq.ft.. Total area required: 3 x 250 = 750 sq ft Bed Width 10 ft Bed Length 75 ft Use two beds each 37.5 ft Total depth: 2 feet Remove organic material, replace with min 3 ft of Lake Otis Gravel 6" sewer rock Silt Barrier 3 feet of cover BioCyele 6000 The installation of this septic system will not prevent wells from be installed on the adjacent lots. The proposed septic system will not change the general slope of the area. Ponding and/or concentration of surface ronoff will not result from this installation. N / \ I I / / / \ \ REPL ACEMEN I] SYSTEM I PR/MAR)] SYSTEM BED 2zlX I0 X 57.5 56" LAKE OTIS GRAVEL 6" ROCK POSSIBLE BLDG. web Well ~BTES/AN EX/STING PROPOSED IMPROVEMENTS TOBBEN SPURKLAND P.E. 203 W 15TH. AVENUE ANCH. AK. 99501 (907'~ 279-$916 II BLK 7 LOT 9 RABBIT CREEK HEIGHTS 7901 SUSAN CIRCLE CARY KUTIL I SEPTIC SYSTEM DESIGN DATE: JULY JO, 1336 SHEET: 2/5 GRID: 3J40 LI~T 4 VACANT I LOT £ L~T ~ VACANT I LE~VEL ~perc [ I ~ t ~ 7/8/85 LEVEL LDT 5 I LDT 6 VA£ANT Well SUSAN --f L[TT 7 LI 13 $0 100 150 200 SCALE~ 1" = 100 FL ~ VACANT VACANT L~T 14 LZTT VACANT LZTT 16 £XISTINO IMPRO FEMENTS TOBBEN SPURKLAND P.E. 203 W 15TH. AVENUE ANCH. AK. 99501 (g07~ 279-3916 IlBLK 7 LOT 9 RABBIT CREEK HEIGHTS 7901 SUSAN CIRCLE GARY KUTIL SEPTIC SYSTEM DESIGN DATE: JULY 50, 1996 SHEET: I/3 GRID: 5540 iOX 37.5 DNAINFIELD 10 X 37.5 DNAINFIELD AIRCOMPRESSOR AIR LINES 4-INCH INSULATION FOUNDATflON CLEANOUT BIOCYCLE 6000 4-INCH "HUMP" 3-FEET FILL kilN/MUM O£1GINAL G£ADE vw SCALE LEG£NP: 6" MIN. IMKE $ ff WIN REVISED 11/i5/~ i, PRIMARY TREATMENT, SEPTIC TANK 2. AERATION TANK 3. CLAN/F/CATION TANK 4. DISCHARGE TAN/( 5, SOIL ABSORPTION REVISED: il/15/9S TOBBEN SPURKLAND P.E. 205 Wl51h Ave Anchoraqe Ak 99501 27,~-,~,~ WASTEWATER SYSTEM SCHEMATIC GARY KUTIL SEPTIC SYSTEM DESIGN I DATE: JULY 50, 1996 I SHEET: 3/5 GRID: 3340 PN SW96 PID NO RCHO?O94. DWG T.SPURKLAND P.E. 203 W. 15th. AVE. SUITE 203 ANCHORAGE, ALASKA 99501 (907) 279-3916 Fax (907)-276-6013 Dan Roth Municipality of Anchorage Department of Health and Social Services 820 1 Street Anchorage, Alaska 99501 November 8, 1996 Subject: Groundwater Monitoring Lot 9, Block 7, Rabbit Creek Heights Gentlemen; Per your request we monitored the groundwater on this lot. On Oct. 18 1996 groundwater was observed at 4 feet below ground surface. 11 days later, on Oct. 29, the water level had dropped 10 inches. Yours MUNICIPALITY OF ANCHORAGE DEPARTMENT OF HEAL TH & HUMAN SERVICES On-Site Services Transmittal Sheet TO: T~F~/v' ~ p~c,~ LEGAL: Z o~ H~/~/-~ ~ / The attached paperwork has been reviewed and is being returned for the following reason(s): __ Discrepancy in legal description and/or owner name. __Discrepancy in number of bedrooms. __ Signature and/or stamp missing on __ Show measured distances to sewers/wells, curtain drains and streams within 200 feet of proposed system. __ Replacement disposal site not shown and/or tested. __Calculation error in design. __ Show locations of all soils, percolation or water table tests. __ Proposed system too deep for soil test submitted. Topographic information missing or inadequate. __ Narrative missing or inadequate. __ Additional soil/perc test needed. __ Sand filter requirements not satisfied. __Water monitoring results missing or inadequate because __ Incomplete; missing. __Well log required. Water sample unacceptable because Please supply the necessary information and re-submit your request. Your cooperation is appreciated. Reviewer p/~/ Date LEA VE THIS FORM ATTACHED TO PAPERWORK /203-rev. 4/93 NOTE: Application must be filled out completely Property Owner Name Mailing Address Legal Description MUNICIPALITY OF ANCHORAGE Department of Health & Human Services SINGLE FAMILY DWELLING Parcel Idenlifica/i mber Day Phone ~ ~- V~7- ur~O Section Township Range Lot Size ,'~ ~ · '~k L.\ \ Acres/Sq. Ft Inspections will be conducted by: MUNICIPALITy OJ; ANCHORA~ Number of Bedrooms: ~ ~ Approved Engineering Firm ~NVIRONMENTAI. SERViCES DIVI$1 L.~c, f-r',_r-,~ [_,ct ¢xc~ Municipality '(permit fee included) Al./6 3 0 1996 Does your house contain any of the following: Hot Tub, Swimmin'g Pool. Therapy Pool, Jacuzzi, or Water Softener Unit? If yes, which one? RECEIV_V F.D This application is for: Sewer Only Sewer and Well V/' Sewer Upgrade Well Only I certih/that the above information is correct. I further certify that this application is being made for a Single~E~mily Dwelling and in accordance with applicable Municipal codes. - ' .- ,., /' / Pro~j~erty OwnerANell Driller ~ To $ PDI d{LAND 203 W 15th. Avenue, Suite 203 ANCHORAGE, ALASKA 99501 (907) 279-3916 Fax (907)-276-6013 SEPTIC SYSTEM DESIGN LOT 9 BLOCK 7 RABBIT CREEK HEIGHTS 7901 SUSAN CIRCLE GARy KUTIL Municipality of Anchorage Department of Health and Social Services 820 1 Street Anchorage, Alaska 99501 August 28, 1996 We are submitting an application for the installation of a well and a BioCycle treatment plant for this lot. The submittal consist of three (3) drawings showing the present improvements on the lot and the adjoining properties, (sheet 1/3), the proposed improvements of the lot, of which only the well and waste water system are subject to this permit application, (sheet 2/3), and a schematic of the waste water system, (sheet 3/3). Soil logs and percolation tests of applicable testholes are also enclosed. Leroy Reid did the original soil work in 1985. He found groundwater at 5 feet on July 19, which is probably a good indication of the high groundwater level. This company performed an additional percolation test on July 24, 1996. The percolation rate we observed agrees with the one reported by Mr. Reid. The existing well on Lot 8 is artesian with overflow being discharge via a garden_hose in the proximity of the proposed beds. Surface water/shallow groundwater is present in the peat along the east portion of Lot 9. This water may be present because of the artesian well. The proposed well for Lot 9 must be adjacent to the existing well, so the proposed well may also be artesian, with the potential of causing overflow, either similar to the existing well, or ifa casing plug is installed, at the outside of the casing. Because of these concern, a BioCycle with the reduced absorption beds is preferable to a standard septic system. A standard septic system would require 1500 sq ft of absorption area, resulting in two beds extending across the ~otal with of the lot. With a BioCycle two 10 foot wide beds each 37.5 feet long will be satisfactory for a three bedroom house. We propose to install a shallow bed system, consisting of two beds, each 10 feet x 37.5 feet. Due to the slope of the lot and the potential for high groundwater levels, we propose to excavate to the bottom of the peat/organic layer, replacing that material with Lake Otis gravel or sand. The two beds will be installed at different elevations, approximately a 4 feet difference, a crossover witl~a "bump" will be utilized to leave the bottom bed in reserve until the top bed fills up and overflow. This is a common and accepted practice. The proposed location of the well is adjacent to the existing well on Lot 8. The newly adopted well · ordinance does not address the separation between wells, or location of wells with respect to lot lines. There is a small structure on Lot 10, a field inspection did not locate any wells or septic systems on this lot. The waste water system design is based on the following: Ground Water at 5 ft. Use Standard Bed Soil Rating. 27 and 33 min/in = . 6 gal per sq.ft/day No. of Bedrooms 3 Required Area per Bedroom: 150/. 6 = 250 sq.ft.. Total area required: 3 x 250 = 750 sq ft Bed Width 10 ft Bed Length 75 ft Use two beds each 37.5 ft Total depth: 2 feet Remove organic material, replace with Lake Otis Gravel 6" sewer rock Silt Barrier 3 feet of cover BioCycle 6000 The installation of this septic system will not prevent wells from be installed on the adjacent lots. The proposed septic system will not change the general slope of the area. Ponding and/or concentration of surface runoff will not result from this installation. LOT ~ LOT 3 LOT 4 L/TT $ LOT ~ \ L£T 10 VACANT /~D.,<~.~.<~)~___~,. VA£AN T I LE~VEL ~per~ LOT 7 / Lz 13 £U£AN VACANT LI?T 15 VACANT LOT 16 50 IOO 150 2~ SCALE: l' =lOO FT. 250 300 £27STING IMPRO V£MENTS TOBBEN SPURKLAND P.E. 203 W 15TH. AVENUE ANCH. AK. 99501 -~'-£OT 9 RABBIT CREEK HEIGHTS 7901 SUSAN CIRCLE GARY KUTIL /$YS T E M DESIGN ULY $0, 1996 GRID: 5340 -N UMIT REPLAC£MEN1 POSSIBLE BLDB. SYSTEM PRI~IARY~ SYSTEM BED 2 XI I0 X 37.5 24" LAKE OTIS GRAVEL ~ ROCK ARTESIAN PROPOSED IMPROVEMENTS TOBBEN SPURKLAND P.E. 205 W 15TH. AVENUE ANCH. AK. 99501 II BLK 7 LOT 9 RABBIT CREEK HEIGHTS 7901 SUSAN CIRCLE GARY KUTIL SEPTIC SYSTEM DESIGN DATE: JULY JO, 1996 SHEET: 2/5 GRID: 3340 fO X 57.5 DRAINFIELD I0 X 32'.5 ORAINFIELD ~IRCO~'PRESSOR -~ AIR LINES 4-INCH INSULATION FOUNDATIION CLEANOUT BIOCYCLE 6000 4-INCH "HU~IP" S-FEET FILL ~IINI~iUW ORIGINAL GRADE 6" ~IN, LAKE 2 ET WIN SCALE LEGEND: 1, PRIMARY TREATMENT, SEPTIC TANK 2. AERATION TANK 5. CLARIFICA T/ON rANK 4, DISCHARGE TANK $. SOIL ABSORPI-ION ITOBBEN SPURKLAND P.E. 205 WlSth Ave Anchoraae Ak 99501 27g-.~;97~; WASTEWATER SYSTEk SCHEklAT/C GARY KUTIL ..... Municipalily of Anchorage ..... SOILS LOG -- PERCOLATION TEST LEGAL DESCRiPT,ON:.I?.a~? r~P;~ ~"~;6l ~ TOw.sh~p. aa.g~. S~C. on: 7/-/1¢J ~3~ ~_ I slop SiTE ~LAN WAS GROUND WATER 14 15 16- 17 18 19, 20- Reading Date Gross Net Depth to Net Time Time Water Drop PERCOLATION RATE ~ (m,nutes/inchl PERC HOLE DIAMETER ~ i( COMME.TS ~--~--~ ~ESTR~N~ETWEEN ?-~ FTAND_ ~ FT PERFORMED BY: __ -' ' 'C~-~-C (~r ERTIFy THAT THIS TEST WAS PERFORMED IN ACCORDANCE WITH ALL STATE AND MUNICIPAL GUIDELINES IN EFFECT ON THIS DATE. DATE: ~,~ ~ 72-~8 (Rev. 4~85j Municipality of Anchorage DEPARTMENT OF HEALTH & HUMAN SERVICES 825 "L" Street, Anchorage, Alaska 99502-0650 SOILS LOG -- PERCOLATION TEST (ENGINEER'S SF~L~ 2 -- 3 4 5- 6- 7 8 9 10 11 12 13 14 15- 16- 17- 18- 19- 20- COMMENTS Township, Range, Section: SLOPE WAS GROUND WATER ENCOUNTERED? IF YES, AT WHAT O DEPTH? p E Oep~h Io Waler Alter Ma~liloring? Dale: SiTE PLAN Reading Date Cross Net Depth to Net ~l::j,~ I~ Time Time Water Drop I: Zo ~ o ~0" PERCOLATION RATE ~'~ '~ (m~nutes/inch) PERC HOLE DIAMETER TEST RUN BETWEEN C,~ '~.FT AND ~ FT P~RFORMED"y: , ¥.~ ACCORDANCE WITH ALL STATE AND MUNICIPAL GUIDELINES IN EFFECT ON THIS DATe. 72-008 (Rev. 4/85) CERTIFY T.I~T THIS TEST WAS PERFORMED I x IN