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HomeMy WebLinkAboutROLLING HILLS ESTATES BLK C LT 6Rolling Hills Estates Block C Lot 6 #011-072-06 O Mayor Dark Begich Municipality Of A11chorage a 4' M). IkIC ]0(i(:i0. Atxhamgc, Aktskn 9!>.;t9-fiGi0 • TcicpLrntc (007) St&ftt(Il • rax(0X)7)M82(X) <' e 4700 ntngnw Stmcl • Ane torngc, Alaska (MJ507 nimmunt.arg Iluilding Safety Division October 5, 2005 Steve Pannone Pannone Engineering P.O. Box 102954 Anchorage, AK 99510 Subject: Waiver Request for Rolling Hills Estates Block C Lot 6 Waiver Request WR#: 050084 Parcel ID # 011-072-06 PERMIT # SW050364 Dear Steve Pannone: Your request for a waiver of the required 75 feet horizontal separation from the public sewer trunk to the private well has been approved. The approved separation distance is 58 feet. This waiver approval applies to the public sewer trunk to private well separation only. This waived separation distance needs to be met or another approval from this department will be required. If there are any further concerns or questions regarding this waiver, please call our office at 343-7904. Sincerely, reG allineer On -Site Water R Wastewater Program Conlnninity, Security, Prosperity State of Alaska: Separation Distance Waiver Guidelines for S.C.R.O. (State of Alaska Memorandum to District Office Engineers dated January 3, 1985) Waiver Request for: Rolling Bills Estates Block C Lot 6 ParcelID#: 011-072-06 Waiver Request Number WR#: 050084 Waiver Requested: 58 FOOT HORIZONTAL SEPARATION DISTANCE FROM WELL TO PROPOSED SEWER MAIN Engineer: Steve Pannone PERDIM SW050364 Sewer Main Data Any and all sewer main located within 75 feet of the lot 5 well radius will have pipe joints positively connected by field lock gaskets. And all pipe connections and joints will be wrapped with a water tight seal. A water tight seal will consist of a layer of polyethylene encasement material 8 mils thick and conform to ANSI/AWWA C105 A21.5. Well Data Unfortunately there is no well log on record for this well. However there are enough well logs for the area to to get a good idea of the general soil strata. Steve Panonne provided a number of soil logs for the waiver submittal. Most of the well logs seemed to have more or less the same soil strata. For the purposes of calculating the points according to the D.E.C. guideline, Rolling Hills Estates Block C Lot 2 well log was chosen. The proposed sewer line is going to be 6 feet deep. The soils from the bottom of the sewer line for 61 feet is Gravelly Silt, then 18 feet of Silty Gravel, then 11 feet of Sandy Silt, then 7 feet of Silty Gravel, and then 4 feet of water Sand and Gravel. The Nitrate Samples showed to be low which is well with in municipal standards. Please see permit SW050364. This permit was issued on September 22, 2005 for a well on Rolling Hills Estates Block C Lot 5. The well was issued by Dan Roth, Onsite Program Manager with a special construction technique as a provision. This provision was added to the permit because an encroachment was anticipated soon after the construction of the well. Some time after the construction of the well there is proposed plan for a sewer main extension that will then encroach the newly installed well to service Lot 5. Municipality of Anchorage Development Services Department Building Safety Division On -Site Water r and Wastewater Program 4700 Bragaw Street P.O. Box 196650 Anchorage, AK 99519.6650 www.ci.anchorage.ak.us (907)343-7904 Waiver Review Worksheet WR#: 050084 PID#: 011-072-06 HAIPermit# PERMIT# SW050364 Date Received: October 4, 2005 Legal Description: Rolling Hills Estates Block C Lot 6 Engineer: Steve Pannone Pannone Engineering P.O. Box 102954 Anchorage, AK 99510 Applicant: Steve Pannone Waiver Requested: 58 FOOT HORIZONTAL SEPARATION DISTANCE FROM WELL TO PROPOSED SEWER MAIN Criteria: Geology Points: A. Water Table 7.01 B. Soil Sorption 1.25 C. Permeability 1.01 D. Water Table Gradient 4.50 E. Horizontal Separation 1.32 Total: _ 15.082, .......................................................................... Waiver is Granted: X Waiver is not Granted: List Conditions or Reasons for above: Date: 10/04/05 By: Joe Goodall Name of Reviewer ...............aaaa..a.................a.................................. Rec#: 74495 Amount: $1150 Date Paid: 10/4/2005 State of Alaska: Separation Distance Waiver Guidelines for S.C.R.O. (State of Alaska Memorandum to District Office Engineers dated January 3, 1985) Waiver Request for: Rolling IIills Estates Block C Lot 6 ParcelID#: 011-072-06 Waiver Request Number WR#: 050084 Waiver Requested: 58 FOOT HORIZONTAL SEPARATION DISTANCE FROM WELL TO PROPOSED SEWER MAIN Engineer: Steve Pannone PERi11IT# SWO50364 Water Table Depth of well: 107 Depth of septic system: 6 101 Distance from the bottom Point Clean Gravel of the system to the highest Value 1 water table in feet 1.5 Sand w/ Small Amt of Clay 0 0 8 1 17 2 24 3 30 4 40 5 85 6 100 7 290 8 1000 9 10 • Straight line Interpolation is permitted between any two values Soil Sorbtion Soil Type I Point Value Clean Gravel 0 Fractured Rock 1 Course Clean Sand 1.5 Sand w/ Small Amt of Clay 2.5 Silt 3.5 Clay and Sand Equal 4.5 Clay 6 Points ,so 7.01 Points „d 1.25 011, 1 +[1018 11.5 + 1101 2.5 + [101 1.5 +1101J° +[101,° + [,�,)° +[101,0 0.6 + 0.3 + 0.3 + 0.1 0 + 0 + 0 + 0 "Use the predominant soil type but values can be averaged for a mixture Permeability Soil Type Point Value Clay(will channel) 0 Silt and Sandy Clay 2 Clayey Sand 3 Fine Sand 1.5 Sandy Gravel 1 Fractured Rock 0.9 Course Sand (30 grit) 0.4 Clean Gravel 0 Points 1.01 *Use the predominant soil type but values can be averaged for a mixture Gradient 4.5 %Slope 9 + f 18 -30% +I 11 0.7 +[101,.4 1.2 -5% L 011, 0% 2.93- .9}5% ,.4 101 4.5 10% 101 ,3 60% 7 +[101, 1 +r 1 + 1 +[101, 1 101, 101, 0.54 + 0.07 + 0.33 + 0.03 0.04 + 0.00 + 0.00 + 0.00 *Use the predominant soil type but values can be averaged for a mixture Gradient 4.5 %Slope Points Value -60% 0 -30% 0.3 -20% 0.7 -10% 1.2 -5% 2 0% 2.93- .9}5% 5% 4.5 10% 6 60% 7 slopes toward well Oat slopes away from well *If the gradient is unknown, assume the worst case Horizontal 58 Horizontal Separation In Feet Point Value 0 0 25 0.7 50 1 75 2 100 3 150 5 200 6 300 7 Points °a 4.50 Points 1.32 *Linear interpolation between two point value Is acceptable. Horizontally means straight line distance to the well not the contaminate travel distance to water table which may be greater. Conclusion: Grant Waiver Total Points: 15.0821 i>"�-: �f-• -rte..: t .�.���<�♦ ' • bL •r ' ss lis •E.ss 1 r lw),<<'2 ., - _ 1 .y;, \F ,yip✓ 1 JI l o —.v . • �. jai. \-islr ]. 1✓,� ice.`..,. ('+' - T1� I�'Vi �i:r _ Pannone Engineering Services, LLC Consulting Engineers 19071272-8218 September 18, 2005 Municipality of Anchorage Development Services Department On -Site Water & Wastewater Program 4700 S. Bragaw Street P. O. Box 196650 Anchorage, Alaska 99519 Subject: Lot 6, Block C Rolling Hills Estate Well Permit Request/ Well to Sewer Main Waiver Request Ladies and Gentlemen: P.O. Box 102954 ge, Alaska, 99510 )071272-8218 Fax I am also writing to request that a waiver be issued for the construction of a new sewer main in Bailey Street. Soils. Typically the soils in this area are poorly graded sands to silty sands. 2. Waiver Request: The proposed sewer main will connect to an existing manhole in 731 Avenue. It will run north up Bailey Street approximately 282 feet and terminate in a manhole. The pipe joints will be positively connected by the use field lock gaskets. F urthr, each pipe connection will be wrapped to provide a watertight seal using material specified in AWWU Design Criteria Manual. The existing manhole currently has all mechanical joints inside the manhole and is watertight. The proposed manhole will be a waL-rtight manhole with mechanical joints inside. See the attached plan set. These plans have been submitted to AWWU (on 9/16/05) for review and comments. The new sewer line will be located 58 feet from the existing well on Lot 6. 3. Well Construction: The Owners of Lot 5, Block C are in the process of obtaining a permit to construct a new home. A new private well will be required to serve this property. I propose placing the well in the northwest corner of the lot, near the Bailey Street Rightof-Way. It will be located over 100 feet from any existing septic systems on the surrounding lots. 4. Surface Water: There is no surface water within 100 feet of the proposed system. The proposed systems will maintain at least 100 feet from all surface water and drainage dithes. 5. Topography: The average topography in the area of the proposed septic system is approximately two to three percent in the area of the SAS. The proposed installation will not affect the future development of the surrounding or existing lots. If you have any questions or concerns, please contact me at 2273522 or 272-8218. Sincerely, teven R. Pannone, P.E. Civil Engineer Attachments: C:\Work\Projects\Josie Sewer Line\6-C Rolling Hills Est.wvr.doc FROM : PANNO rE ENG SLAC 10-17-0507:01 ; So$ PHONE No. : m e21e Oct. 17 2605 10:mPm Pi SCS Rat. #: 105 M client Name: PsnncneEnglneering Project Nome: Rolling Hills Client Sanas ID: 6C Marx: Drfnking Watar MID SGS Environmental Services Inc 200 W. Potter Drive Anchorape, AK 99518 Tet: (807) 552.2343 Fax: (907)561-53D1 AI dobnotrm am Alaska S:anda d Time Prtr:ted Dale/iima: 14'17105 15:20 COWW DateMine: 10111105 0:30 Ft"vW DsteRtnw: 10111105 12:41 Teowicai Dirwator. —Stephen Eds- / Arawable Prop Analysis Pafwr*w Results PGL Unks Method Urft Data Dace tNt "is 0 36 0.10 ms% EPA 300.0 10.00 10111105 10/11105 M T Municipality of Anchorage ••`_°° Development Services Department Building Safety Division +• r ... On -Site Water and Wastewater Program, 4700 S. Bragaw St. P.O. Box 196650 Anchorage, AK 99519-6650 Page of ?, www.ci.anchorage.ak.us (907) 343-7904 ON-SITE WASTEWATER DISPOSAL SYSTEM AND/OR WELL INSPECTION REPORT Permit Number: SW 030357 PID Number: 011-072-06 Name: Michael & Margie Hudok Wastewater System: ❑ New 0 Upgrade Address: 7319 Bailey Drive, Anchorage, AK 99502 ABSORPTION FIELD Phone: 245-4392 Number of Bedrooms: 4 [3 Deep Trench I] Shallow Trench ❑Bed ❑Mound 00thar. LEGAL DESCRIPTION Soil Rating: 4 5 Total Depth from original grade: GPD/Ft' 7.1 Ft. Block: Lot: Subdivision: C 6 Rolling Hills Estates Depth to pipe bottom from original grade: Gravel depth beneath pipe: 3.6 Ft, 3.52 FL Township: Range: Section: Fill added above original grade: Gravel Length: 0.07 Ft. 15.0 Ft. We ❑New Upgrade Gravel width: 0 Number olflines: Distance between Ines: Ft. NA FL Classification (Private, A, , Total Depth: Cased to: Total absorption area: Pipe Material: Ft. FL 139 Fp F810 / ASTM D3034 Driller. DaZVQd: State Water Level: Installer. pate Installed: FL A Plus Home Services 9/25/03 Yield:Pump Set at Casing Heig Ground: TANK ��/ I GPM Ft. / Y/ljQ{i eX SEPARATION DISTANCES O septic [:]Holding ❑ S.T.E.P. p other: To Septic ' Absorption Lift Holding ublic/Private Man acturer. Capacity. From Tank Field Station Tank Sewer Line Anchorage Tank 1500 Gal. Well 82 88 NA NA 70+ Material: 10 ga. steel w/ coating Number of Compartments: 2 Surface Water 102 102 NA NA LIFT STATION Lot Line 20+ 1 NA NA ize: anu acturer: Gal. Foundation 10 7 NA NA 'Pump on' level at 'Pump off' level at Ftigh water alarm at In. In. in. Curtain Drain NA NA NA NA Pump Make b Model Electrical Inspections performed by: Remarks: Waivers approved for separation distances. BENCH MARK Location and Description: Top of Manhole Assumed Elevation: 100.05 Ft. En ' p 2 n TH •.s�.tt, 49- Inspections performed by: Cindy W. Ellis, P.E. Dates: tat 9-25-03 ? �.* 2nd 9-25-03 „„ •G-�•�"."... : " Developme t ervices Department Approval: CI y W. Ellis Reviewed and approved by: Date: o CE -10577 (Rev. 12/00) Permit No. SW030357 Page 2 of 3 Date: 12/18/03 Municipality of Anchorage 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 Legal Description: LOT 6, BLOCK C, ROLLING HILLS SUBDIVISION PID No.: 011-072-06 N S l EXISTING WELL A C'�� 100' RADIUS OPEN WATER - - - - f SETBACK \ 1.0' LOT LINE \WAVER 100 0 � s:► I \ \ DRAINFIELD M:T2 -\ _ OLD DRAINFIELD RETAII EXISTING GARAGE --n C \ ASPHALT DRIVEWAY -----_ A,--L� EXISTING HOUSE,. I WELL � I v1 N 30' TESTHOLE RAI I ��-001 \ �I 1 DVERTER ADVANTEX AX -20 W, 11,500 GALLON, 10 111 I STEEL TANK II � OLD DRAINFIELD 1 Il� RETAINED l I 1 \ '1j \--- EXISTING SEPTIC /\ TANK ABANDONED / \ 1 IN PLACE / \ / / \ /� EXISTING WELL / \ 100' RADIUS / EXISTING WELL 80' i \ RADIUS WAIVER 1 EXISTING WELL _----- ��/ ASBUILT 1100' RADIUS SCALE: 1"=30' 1 WELL MARK A B C FCO 3.55 --- 36.0 ST1 12.3 --- 29.4 MH 22.5 --- 25.9 DIVERTER --- 15.7 23.5 COt --- 16.2 18.3 MT1 --- 14.2 17.0 CO2 --- 21.8 8.3 MT2 --- 23.4 10.2 NOTES: 1. WAVERS REQUESTED: 1.0' LOT UNE SEPARATION. 80.0' TO EXISTING WELL. 0 49LH CidY W. Ellis;; CVL E-10577 :=; ���SSIpNA� %e Permit No. SW030357 Date• 12/18/03 Page 3 of 3 Municipality of Anchorage 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 Legal Description: LOT 6, BLOCK C, ROLLING HILLS SUBDIVISION PID No.: 011-072-06 FCO STI ADVANTEX X-20 POD = 2"0 PVC 7.30' I 1,500 GALLON I 95.66' STEEL ADVANTEX TANK I 5.92' I I I I SEPTIC SECTION N.T.S. I ----------� I 11M. EDGES OF TANK INSULATED WITH 2' RIGID INSULATION. TRENCH N.T.S. E4ITE. TEST HOLE RELATIVE DEPTH = 84.75', NO WATER. NAL GRADE _ 99.50' 1 . ; n.l",..z7,,4— l'T,'-: ,.,." _,1t-1'`;?f' ! a '--: '•,,a r ,.w ir.11rvt7s--o'- rlm• \y:fil n. i 1F. '}Ya.N g,Q ww�a� .. tlny yM� '„)wP,, awns w' a �!' ` ry, 1 J) f r.. - _ t. t ;. , _ t . i , 1 l l , °, ^Y Pvw- ...'pdu•'n"� `, "r"A'w { f Y -z `7—, r ,Il.; < F r j i y r•i 1 t 1 •-"� ;''k2' Jr Y'`f ,l ^;}, r s'. riC '? V .li .l b,!f ,r a. 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Box 196650, Anchorage, AK 99519-6650 (907) 343-7904 ON-SITE WASTEWATER DISPOSAL SYSTEM PERMIT Upgrade Permit Number: SW030357 Legal Description: "ROLLING; HILLS ESTATES BLK C LT ,6 Design Engineer: 0844 Watkins Engineering, Inc Owner Name: Michael & Margie Hudok Owner Address: 7319 BAILEY DRIVE ANCHORAGE, AK 99502-1914 I Zqo3 10 �'r jz5q65-1 i:sb & Date Issued: Sep 04, 2003 Expiration Date: Sep 03, 2004 Parcel ID: 011-072-06 Site Address: 007319 BAILEY DR Lot Size: 11650 SQ. FT. Total Bedrooms: 4 Permit Bedrooms: 4 This permit is for the construction of: F✓ Disposal Field 0✓ Septic Tank E] Holding Tank F� Privy E] Private Well F] 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. Received By: Issued By: Date: Date: �j Municipality of Anchorage • Development Services Department Building Safety Division On -Site Water and Wastewater Program 4700 South Bragaw St. P.O. Box 196650 Anchorage, AK 99519-6650 www.muni.org/onsite (907) 343-7904 ON-SITE SEWER/WELL PERMIT APPLICATION FOR A SINGLE FAMILY DWELLING Parcel I.D. 011-072-06 . Permit Number swig 30357 Property owner(s) Michael & Margie Hudok Day phone 245-4392 Mailing address (1) 7319 Bailey Drive Mailing address (2) Anchorage, AK Zip Code 99502 Legal description (Lot, Block & Sub'd.) Rolling Hills Estates, Block C, Lot 6 Legal description (Section, Township & Range) Lot Size 11,650 Acres/Sq.Ft. THIS APPLICATION IS FOR: Number of Bedrooms 4 Sewer Only ❑ Well Only ❑ Sewer and Well ❑ Water Storage ❑ Sewer Upgrade THIS PROPERTY CONTAINS: Hot Tub ® Jacuzzi ❑ Swimming Pool ❑ Water Softening Unit ❑ Therapy Pool ❑ 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. (Signature of property owner or authorized agent) Permit Fees: Date of Payment: ^V r Receipt Number. (� l (Rev. 12/00) Waiver Fees: t :' I L�C) Date of Payment: Z Receipt Number: SSS 09/11/03 THU 13:16 FAX 9073491934 Watkins Engr Oool Watkins Engineering, Inc. 907-349-1851 P.O. Box 110413 907-349-1934 fax Anchorage, AK 99511-0443 Email: cwellis(cDgci.net Fax To: Dan Roth / MOA Onsite From: ICindy W. Ellis, P.E. Fax: 343-7997 ages: 1_ including cover Phone:— 3-7907Date: 19/11/2003 Re: Design Change CC: 0 Urgent El For Review ❑ Please Comment 0 Please Reply ❑ Please Recycle • Message: Dan, I had to make a design change for. Rolling Hills Estates, Block C, Lot 6; Permit # SW030357 We changed to a 1500 gal steel Advantex tank instead of a fiberglass tank, -due to the limited space available. Call if you have any questions or need further information. Thank you, Cindy Ellis .}(1953) Dlno&jo t5t.VD +(1953) 00 — SANDY GRAVEL 50 BOTTOM OF PIT ioo! SILT R RUNNING SAND SEA LEVEL 150 CLAY 200!- zl/, a BOTTOM OF HOLE WELL LOG LOCATIONS FIGURE (��ENGINEERS *oul'luSu8831 d8E:c0 co TT daS Watkins Engineering, Inc. P.0 Box 110443, Anchorage, AK 99511 (907)349-1851 cwellis@gci.net August 12, 2003 Municipality of Anchorage Development Services Department Building Safety Division On -Site Water and Wastewater Program P.O. Box 196650 Anchorage, AK 99519-6650 RE: Rolling Hills Estates, Block C, Lot 6 Septic System Upgrade To Whom It May Concern: Attached please find the application and supporting documentation for upgrading the septic system for the referenced 4 bedroom house. Waivers are requested for separation between the tank (AdvanTex) and absorption field to the well and to the property line. The existing trench, installed in 1987, has failed. It is proposed to install an advanced wastewater treatment system to serve this property. The proposed design is based upon Test Hole #1, dug July 3, 2003. The proposed absorption field is within a 30 ft radius of the test hole. Test Hole #1 was dug to a total depth of 14.75 ft. The soil encountered was silty brown sand. No water was encountered, and there was no water after 7 days of monitoring. A soils log is attached. A percolation test was run from 5.5 to 6.0 ft, with a result of 14.7 minutes per inch. The maximum proposed depth is 8.75 ft. Proposed Soil Absorption System: 4 Bedrooms x 150 GPD/BR Application rate used: System Type: Maximum Depth: Effective Depth: Reduction Factor: Length Required: Proposed Length: 600 GPD 133 sq. ft required Shallow trench (5 -wide) 8.75 ft 3.5 ft 0.54 133 sq. ft/5ftx0.54= 14.6 ft 15 ft Waivers are requested for a separation distance of 75 ft from the well to the tank and the absorption field. There is no other suitable site on the lot for a septic system. The existing tank and absorption field are located within 100 ft of surface water, a pond to the east. Waivers are in place for that encroachment. The reduced separation distance between the well and the tank and absorption field are justified by the following: ➢ Good quality effluent from the AdvanTex AX -20 Advanced Wastewater Treatment System, Sewer Upgrade Permlt Application for Rolling Hills Estates, Blk C, Lot 6 Watkins Engineering, Inc.; August 12, 2003; page 2 ➢ Good existing water quality from the well, with no nitrates and no bacteria detected, as tested on July 24, 2003, ➢ The location of the well on the opposite side of the house from the tank and absorption area, obstructing a direct path of potential surfaced effluent, ➢ The location of the tank and absorption field in a highly visible area adjacent to the garage, ➢ Topography (as demonstrated on the attached site plan) with the well upgradient from the septic system, and ➢ The depth of the wells in the area (92-120 ft) and the presence of an impermeable layer of "hardpan" between the surface and the aquifer. There is no well log available for the subject property, but logs from 3 nearby wells are attached. Please see the attached water analysis, well logs, and site plan showing potential surfaced effluent path which justify this waiver. Waivers for 1 ft separation to the lot line and for 8 ft separation between the new and the existing absorption field are requested. The percolation bench was dug 10 ft from the existing absorption field, and no stained soils were encountered. Thus, the reduced separation to 8 ft is not anticipated to adversely affect the absorption capacity of the new absorption field. The lot to the north (lot 5) is vacant, so the one foot separation to the lot line will not adversely impact their onsite wastewater needs. The house has been upgraded from 3 bedrooms to 4, and with the Advantex, the existing absorption field will provide an adequate reserve site, with an absorption area of 688 ft2. The percolation rate for the absorption field was 20 minutes per inch, which would have an application rate of 4 gpd/ ft2 for a Category 3 system and a required absorption area of 150 ft2. The new survey (June 27, 2003) shows that the existing septic system encroaches upon the 100 ft well separation by about 2 ft, thus a waiver is requested to 95 ft between the well and the old absorption field. I am not aware of any adverse effect that this upgrade would have on any adjacent properties' water and wastewater treatment needs. Thank you for consideration of this permit application. If you have any questions or need further information, please call me at 349-1851. Sincerely yours, Cindy W. Ellis, P.E. President Attachments: Permit Application & Fees Site Plan, 100 scale Proposed Upgrade Design, 30 -scale Drawing of AdvanTex AX -20 Advanced Wastewater Treatment System Soils Log and Perc Test Waiver Justification Site Plan Maintenance Agreement for AdvanTex System DESIGN CRITERIA: MOUND OVER 4 BDRM X 150 = 600 GPD(TH1) o GRADE APPLICATION RATE: 4.5 GPD/SQ. FT. FILTER FABRIC 5.0' WIDE TRENCH 600/4.5 = 133 SQ. FT. REQURIED 4"0 PIPE REDUCTION FACTOR: 0.54 -5 0 133/5 X 0.54 = 14.4' REQUIRED TRENCH SM SEWER ROCK TRENCH: d 8.5' DEEP �Iy 3.5' EFFECTIVE 5.0' WIDE -14.75 (1) 15' LONG EXISTING WELL 100' RADIUS i —EAST 72ND AVENUE — XISTING WELL / I w EXISTING WEI)L 75' RADIUS / WAIVER REgUESTED �a �m .\\ / / d -I I //w I > , _ I / • h l WELL I p I XISTING WELL / I w EXISTING WEI)L 75' RADIUS / WAIVER REgUESTED �a �m i I DPOSED SEPTIC SYSTEM O Q -EXISTING DRAINFIELD TO BE RETAINED HOUSE T _ — E A S T 7 3 R D -,Q V E N U E�—'�/ EXISTING WELL \\ 100' RA US PID N0. 011-072-06 Septic Design Prepared For OF At\\i` MICHAEL & MARGIE HUDOK ���Q��•••••••gs0ll, LOT 6, BLOCK C ROLLING HILLS ESTATES j * *49TH . • *�I� Prepared By: • • %%i���' ���J) Engineering, 8/4/03 �..)�.Watkins !nc. DATE: fC;i;, id w�N. Ellis Cindy i.s Cindy WEllis, P.E. SCALE: 1"-100' N P.O. BOX 110443 DRAWN: DJR 0577 •. � ..� ANCHORAGE, ALASKA 99511-0443 CHECKED: CWE PHONE: (907) 349-1851; FAX: (907) 349-1934 1 .\\ % d • h WELL i I DPOSED SEPTIC SYSTEM O Q -EXISTING DRAINFIELD TO BE RETAINED HOUSE T _ — E A S T 7 3 R D -,Q V E N U E�—'�/ EXISTING WELL \\ 100' RA US PID N0. 011-072-06 Septic Design Prepared For OF At\\i` MICHAEL & MARGIE HUDOK ���Q��•••••••gs0ll, LOT 6, BLOCK C ROLLING HILLS ESTATES j * *49TH . • *�I� Prepared By: • • %%i���' ���J) Engineering, 8/4/03 �..)�.Watkins !nc. DATE: fC;i;, id w�N. Ellis Cindy i.s Cindy WEllis, P.E. SCALE: 1"-100' N P.O. BOX 110443 DRAWN: DJR 0577 •. � ..� ANCHORAGE, ALASKA 99511-0443 CHECKED: CWE PHONE: (907) 349-1851; FAX: (907) 349-1934 1 NOTES: 1. WAIVERS REQUESTED: i 1.0' LOT LINE SEPARATION. 75.0' TO EXISTING WELL. 10.0' TO OLD DRAINFLIELD. I Li 0 V' ASPHALT DRIVEWAY J a m WELL i EXISTING WELL 100' RADIUS OPEN WATER `.` SETBACK 1.0' LOT LINt' I— 100 0' WAIVER REQUESTED �&� `•� �� 10 1' j EXISTING MT TO BE R�ETAINED� PROPOSED DRAINFIELB �\ 1 7.8' i EXISTING G�RAGE \\ CO 1 MT \ DIVERTER TN# 13Q' 0 1 \ 1 NEW ADVANTEX 'AX -20 1 I IW/ 1,500 GALLON F&I CO 11.3' 1 I\ InBERGLASS TANK 1 100 �♦ ,1 1 � �� \ Iii --,EXISTING HOUSE i i EXISTING DRAINFIELD ��\\ `_ TO BE RETAINED � � 1 PID N0: 011-072-06 Septic Design Prepared For MICHAEL & MARGIE HUDOK ��OF Atgsl� LOT 6, BLOCK C ,��'<P' • • ' ?v ROLLING HILLS ESTATES j *: t�9 TH •, * �r Prepared By: ....��if! :" • Gl��y Watkins Engineering, Inc. DATE: 8/4/03 .. SCALE: 1 =30' Cindy W. Ellis Cindy W. Ellis, P.E. DRAWN: DJR�� •• No. 0577 P.O. BOX 110443 AW ANCHORAGE, ALASKA 99511-0443 CHECKED: CWE ��DpROFESSlt1t� PHONE: (907) 349-1851; FAX: (907) 349-1934 �-� >> �� \--EXISTING SEPTIC TANK TO BE ABANDONED / I IN PLACE EXISTING WELL i A 100' RADIUS EXISTING 41-1- -' RADIUS AAIVER 75' 1 EXISTING WELL i� 100' RADIUS RE6SFSTED � 1 1 WELL �' I PID N0: 011-072-06 Septic Design Prepared For MICHAEL & MARGIE HUDOK ��OF Atgsl� LOT 6, BLOCK C ,��'<P' • • ' ?v ROLLING HILLS ESTATES j *: t�9 TH •, * �r Prepared By: ....��if! :" • Gl��y Watkins Engineering, Inc. DATE: 8/4/03 .. SCALE: 1 =30' Cindy W. Ellis Cindy W. Ellis, P.E. DRAWN: DJR�� •• No. 0577 P.O. BOX 110443 AW ANCHORAGE, ALASKA 99511-0443 CHECKED: CWE ��DpROFESSlt1t� PHONE: (907) 349-1851; FAX: (907) 349-1934 �-� >> �� PID NO. 011-072-06 Septic Design Prepared For MICHAEL & MARGIE HUDOK LOT 6, BLOCK C ROLLING HILLS ESTATES Prepared By: Watkins Engineering, Inc. DATE: Cindy W. Ellis, P.E. SCALE: P.O. BOX 110443 DRAWN: ANCHORAGE, ALASKA 99511-0443 CHECKED: PHONE: (907) 349-1851; FAX: (907) 349-1934 NOTE: 1. ADVANTEX AX -20 BY ANCHORAGE TANK, INC. of Atqk .S � -1491H •.*�/ --�.• 8/4/03 W ....? ..�!... N.T.S.Ci y W. Ellis DJR o. 10577... CWE ROFESSI..� �t II FROM TANK TO FILTER DISCHARGE FILTRATE PLAN ADVANTEX 6" JIM CAP AX20 POD 30" INSULATED RISER (TYP 2)_'*'�n 6" ABS PUMP—OUT (TYP 2)---, 6" ABS COUPLING GLUED TO TANK 4 (TYP 2) a FROM 1,500 GALLON FIBERGLASS TANK �_ TANK TO . TO FILTER f 1 If: DRAINFIELD ii 1f g ; I 166.5" 70" ELEVATION .SECTION PID NO. 011-072-06 Septic Design Prepared For MICHAEL & MARGIE HUDOK LOT 6, BLOCK C ROLLING HILLS ESTATES Prepared By: Watkins Engineering, Inc. DATE: Cindy W. Ellis, P.E. SCALE: P.O. BOX 110443 DRAWN: ANCHORAGE, ALASKA 99511-0443 CHECKED: PHONE: (907) 349-1851; FAX: (907) 349-1934 NOTE: 1. ADVANTEX AX -20 BY ANCHORAGE TANK, INC. of Atqk .S � -1491H •.*�/ --�.• 8/4/03 W ....? ..�!... N.T.S.Ci y W. Ellis DJR o. 10577... CWE ROFESSI..� �t Municipality of Anchorage Development Services Department Building Safety Division Onsite Water and Wastewater Program 4700 South Bragaw St. P.O. Box 196650 Anchorage, AK 99519-6650 www.muni.org/onsite (907) 343-7904 Soils Log - Percolation Test I ' Performed For: Margie & Michael Hudok Date Performed: July 3, 2003 Legal Description: Rolling Hills Estates, Blk C, Lot 6 Township, Range, Section: NA Slope Site Plan Depth (Feet) 5 2- . �+y 3- p�rnwt� 4- Iz- sm 6- 7- 8- 9- 10- 11- 12- 13- 14- 15-7�Fq 16- 17- 18- 19- 20-1 *5 I FI T I T I WAS GROUND WATER Date ENCOUNTERED? NO Net Time Depth to Water s IF YES, AT WHAT DEPTH? — L 0 Depth to Water After 0 Monitoring? None E E Date: 7-10-03 1■111■■NEMENEENEEME� Date Gross Time Net Time Depth to Water Net Drop 1 7/7/03 3:25 0 6 - 2 3:55 30 4.0625 1.9375 3 ENOMMENEEN 0 6 — 4 4:26 30 3.9375 2.0625 5 4:28 0 6 — 6 4:58 30 Reading Date Gross Time Net Time Depth to Water Net Drop 1 7/7/03 3:25 0 6 - 2 3:55 30 4.0625 1.9375 3 3:56 0 6 — 4 4:26 30 3.9375 2.0625 5 4:28 0 6 — 6 4:58 30 3.875 2.125 PERCOLATION RATE 14.7 (minutesAnch) PERG MOLE UTAME I EK e TEST RUN BETWEEN 5.5 FT AND 6.0 FT COMMENTS 4 hour presoak prior to test. PERFORMED BY: Cindy W. Ellis I CERTIFY THAT THIS TEST WAS PERFORMED IN ACCORDANCE WITH ALLSTATE AND MUNICIPAL GUIDELINP IN EFFECT ON THIS DATE. DATE: o_ OF POND 2 m � ID a#.L,G E - EN ci � | W O O O O 0 @ N En e � � - �)z ! . 0\ � § � e }.•'' o �/} , ! 0 | }� ■ / k( |) , .O O.O B 2,0Op O.O S M <2 o ��) \0 � -\ �)z ! . 0\ IS § � }.•'' o �/} , ! .O O.O B 2,0Op O.O S M <2 o ��) \0 -\ �)z a : 0\ IS �. }.•'' o �/} , E � k Q §E c § E §§ k ) §§ E @ /E Ow ( & a0 G o [(n z �� k § §§ § 9 §2 § < . °< S z 2 » >. E 7( k § / z § u k� ( § 2 �k / ( r §Z 100 w o § W( ) ( 0 Z * 0 E O Z. o 2 .a. B<d toE< M2b w ewg ¥-WE 8 §eo §§w Ug3 F-50 b 3�§ / Z t \§k z�g §@g£ K§§ S 2E� ADVANCED WASTEWATER TREATMENT SYSTEM MAINTENANCE AND REPAIR AGREEMENT MEMORANDUM OF UNDERSTANDING BETWEEN MUNICIPALITY OF ANCHORAGE AND M C,110A I Mamie h dd< THIS MEMORANDUM OF UNDERSTANDING made and entered into as of this -V" day of /IIW&uST 2003, by and between 6UCAiWj 4 MargiC herein the "OWNER," and the Municipality of Anchorage, herein the "MUNICIPALITY." In consideration of the mutual covenants contained herein, the parties to this Memorandum of Understanding agree as follows: 1. ADVANCED WASTEWATER TREATMENT SYSTEMS. Municipality grants permission to Owner to utilize and operate an Advanced Wastewater Treatment System (AWWTS), described as MJg4hx A-X-zv located at 1318 ftV br, Anchorage, Alaska. f ,j I -i ', �b I f 5 ES+Gtk oj k C ut cp 2. Definitions. A. Alteration. Any change to the design or function of an AWWTS that includes the installation or removal of any parts, components or pieces not included in the original construction permit and design. Prior to performing any alterations to an AWWTS the owner must obtain a Wastewater Disposal System Construction Permit from the Municipality pursuant to Anchorage Municipal Code (hereinafter, "AMC") 15.65 B. Certificate of On -Site Systems Approval. An approval by the Municipality of existing water and wastewater disposal systems given at the time of property sale and title transfer in accordance with AMC Page 1 of 5 15.65. These approvals certify that the systems are adequate for the homes that they support and meet the codes that were in place at the time of system construction. C. Damage. Any man-made or natural change in a system that would inhibit the system from performing as designed. - D. Maintenance and Repair. The scheduled and as needed replacement of existing parts, components and pieces of an AWWTS that were included in the original design which would allow the AWWTS to continue to perform as designed. E. Permit (Construction). An On -Site Wastewater Disposal System Construction Permit as defined by AMC 15.65. F. Permit (Operating). An Advanced Wastewater Treatment System Operating Permit. An annual permit, issued by the Municipality, that allows the Owner to operate an AWWTS, upon meeting all requirements of this agreement, the conditions of the Operating Permit, the requirements of the On -Site Wastewater System Construction Permit and all relevant provisions of AIMC 15.65. I Fee. Owner shall pay to Municipality an annual fee of ($_-P)"�.00), payable on or before the issuance of the operating permit and annually thereafter. The annual fee is due on or before the anniversary date of the approval by the Municipality of installed system. Page 2 of 5 4. Term. The term of this Memorandum of Understanding shall be for the life of the AWWTS. The term begins on the date of approval by the Municipality of the installed system and shall continue while the AWWTS system is in use or operational or until the property is sold or title is transferred by owner and a new certificate of on site approval is issued to the new owner or transferee of the property. 5. Alterations, Installation and Removal of Additional Equipment. Owner agrees not to make any alterations, removal of parts or additions to the AWWTS without a Construction 'Permit from the Municipality. 6. Maintenance and Repairs. A. Throughout the term of this Memorandum of Understanding, the Owner shall maintain AWWTS in good repair. In addition, it shall be the responsibility of the Owner during the term of this Memorandum of Understanding, and any extensions or renewals thereof, at the owner's sole expense, to pay for any and all: (1) repair(s), (2) maintenance, (3) adjustment(s), (4) replacement costs, and (5) inspection costs. Further, owner agrees to comply with all applicable ordinances, laws, regulations, rules and orders for the AWWTS. B. Owner agrees to provide the Municipality a written schedule of routine maintenance and repairs which have been performed on the system pursuant to the terms and conditions contained in the Owner's AWWTS Operating Permit. This schedule shall be submitted to the Municipality annually upon the renewal of the permit. The schedule of maintenance and repair contained in the Owner's AWWTS Operating Permit is: Page 3 of 5 C. Owner acknowledges that the fine schedule for failing to maintain and repair an AWWTS are codified in AMC 14.60. D. Owner agrees that only maintenance, repair personnel certified by the Municipality will inspect and make any necessary maintenance, repairs or permitted alterations to the systems. E. Owner agrees to grant the Municipality reasonable access to test and inspect the AWWTS upon 24 hours written notice. F. Owner agrees that any sale or transfer of title of the property will not occur without a new Certificate of On -Site Systems Approval. G. Owner agrees that the relevant provisions of the standard specification guidebook for AWWTS is the governing professional guidelines for the construction, maintenance and repair of the Owner's AWWTS. 7. Nonwaiver. The failure of either party at any time to enforce a provision of this Memorandum of Understanding shall in no way constitute a waiver of the provisions, nor in any way affect the validity of this Memorandum of Understanding or any part hereof, or the right of such party thereafter to enforce each and every provision hereof. 8. Amendment. A. This Memorandum of Understanding shall only be amended, modified or changed by a writing, executed by authorized representatives of the parties, with the same formality as this Memorandum of Understanding was- executed and such writing shall be attached to this Memorandum of Understanding as an amendment. Page 4 of 5 B. For the purposes of any amendment modification or change to the terms and conditions of this contract, the only authorized representatives of the parties are: Owner: lyCIMad Df AU!!n&V&k- Anchorage: Purchasing Officer C. Any attempt to amend, modify, or change this contract by either an unauthorized representative or unauthorized means shall be void. 9. Jurisdiction: Choice of Law. Any civil action arising from this Memorandum of Understanding shall be brought in the Superior Court for the Third Judicial District of the State of Alaska at Anchorage. The laws of the State of Alaska shall govern the rights and obligations of the parties under this Memorandum of Understanding. 10. Severability. Any provisions of this Memorandum of Understanding decreed invalid by a court of competent jurisdiction shall not invalidate the remaining provisions of the Memorandum of Understanding. OWNER: STATE OF ALASKA THIRD JUDICIAL DISTRICT MUNICIPALITY: By: _ Title: Date: ss. The foregoing instrument was acknowledged before me this ) day of , 2001, by ol- , the Q� of -7 j1 8a� , on be alf of Micipality of Anchorage. 1 OT Y PUBLI ALASKA J = Page 5 of 5 - My Commission Evkes October 31, 2005 My Commission expires: Richard\ASSIGNMEN*nAAACode Addendum AMC 15.65 [N00-0257]Vrtemoranudm of Understanding Version VI-doc Page 6 of 5 01 Municipality of Anchorage Mark Begich, Mayor Builduig Safety Di -vision P.O. Box 196650 - 4700 Bragaw Street Anchorage, Alaska 99519-6650 - (907) 343-8301- Fax (907) 343-8200 1 � ttp: //�ti����•, mun i.org September 10, 2003 Cindy Ellis, PE Watkins Engineering, Inc. P.O. Box 110443 Anchorage, Alaska 99511-0443 Re: Waiver Request For Rolling Hills Estates Block C Lot 6 Waiver Request Number WR030067 Parcel ID# 011-072-06 Construction Permit Number SW030357 Dear Ms. Ellis: Your request for a waiver of the required 100 feet horizontal separation from the absorption field and Advantex fiberglass septic tank to the on -lot water well has been approved. The approved separation distance is 80 feet. This waiver approval also includes a separation of 1 foot from the absorption field to north property line. This waiver approval applies to the proposed absorption field and septic tank to water well separation only. Any future upgrade to the on-site wastewater disposal system will require all separation distances be met or another approval from this department. If there are any further concerns or questions regarding this waiver, please call our office at 343-7904. Sincerely, L_ �,, t24p?_ Daniel J.Yth Civil Engineer On -Site Water & Wastewater Program m _ 7:., , Municipality of Anchorage Development Services Department P P • +.� Building Safety Division On -Site Water and Wastewater Program — CI 4700 Bragaw Street S A E T Y P.O. Box 196650 Anchorage, AK 99519-6650 www.ci.anchoragc.ak.us (907)343-7904 Waiver Review Worksheet WR#: 030067 PID#: 011-072-06 HA#: Permit#: swSW030357 Date Received: 081203 Legal Description: ROLLING HILLS ESTATES BLOCK C LOT 6 Engineer: CINDY ELLIS, PE, WATKINS ENGINEERING PO BOX 110443, ANCHORAGE, ALASKA 99511-0443 Applicant: MICHAEL & MARGIE HUDOK Waiver Requested: SEPTIC TANK & ABSORPTION FIELD OF 80 FEET TO ON -LOT WELL Criteria: Geology A. Water Table B. Soil Sorption C. Permeability D. Water Table Gradient E. Horizontal Separation Total: Points: Waiver is Granted: Waiver is not Granted. 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Ln 7 Y N 0.- ev y CM C. m d n O 'C w Lu C..� U) CV � W •vn __ O C' N W � r~-1 � Ca C > O d C C) N /to r ,3� w L m ]_ 0 O < m / 0 ` O in /3> O r I I I I I t m W I7 Q d' Q l7 Q m Y ZQ 30 T Cl) to �+ J O L' 20 � •= O Cl O N U)� N t � Ccti V � J N T •Q d ULL ) In r�-I d N � -0 M T-4� J 01 opo Y V Q. Ln 7 Y N 0.- ev y CM C. m d n O 'C w Lu C..� U) CV � W •vn __ O C' N W � r~-1 � Ca C > O d C C) N d 7 !C �Ln V1 O NN� cv C'f ;-)UU I1 '0y OG:,:cVDt1 NTL f-N':4'C1?AGt P.I �P L�IIS It � .+......r...r+.s NORTHERN TESTING LABORATORIES INC. 3.2101AOUSTMA:AVENJ3 M'RDA'40.O,LASKAb37OS , 5781 5%LVEP,c.00 WAY: UNJr L AWCkORl.CE N A3HA YJG1L 1407: 456.1196 • FAX 46931-.5 ?ovicei340-;-L. Q.i070•raX.4';10'6 4L.II:i0ESAY,ALASKA02724 �071.cg fl -'07i E6a 214G - FA)( e69-2146 Anslydca Alaska, Inc. 911 W. 8tnAvc Anchorage, AK 99501 Artn: Amber Hemmontree Phone: (907) 258.2155 Fax: (907) 258-6634 NTL Lab#: A308515 Client Sample ID: Rolling Hills Black C Lot 6 ClientProlect: A0307101 Locadoa: Sample Matrix: Water COC A: 30090 Coanncats: Report Date: 0!:111/03 Date Arrived; 07/24/03 Date Sampled: 07/24/03 Tune Sampled: 12:16 Collected By: Flag nefinitiolas 14RL - Method Reporting Limit NCL = Maximum ConUmin,at t Leve l B c Present in Blank H — Exceeds Regulatory Limit N', R hlatix interference 3 = Bstia>AW Val= D -• Lost to Dilution V - Less Than Reporting limit Anall'sisMethod Prep Prep Analysh Parameter Result Units _ Flsg 1IRL NICL Method Date Date SM 4500 NO3E NitraI& N c MRL mg -11. U 0.10 10 08111/03 Reported Byt Wendy Mitchell Anchorage Laboratory Alana&er f*JG 11 103 02 : F.5PM NTL rt ;CHC A E P.3 kn "1101RcWEBN TESTING LABOI�I� OrRIE a INC. �ft•310 INDUSTINIAL AJEVUS FAIL RANKS. ALAS1:A 99, 1'01 0077 400.37 • P,); GLO •25 ':'1 Q!LVe`9 00 AY;Uhl1'l ANGHCHOGE. ALAUKA1951E '07) 349-'000 P-113 .0'b KV :113°0043 PRU7H0: elAY,ALASI.(A 94731 1907) M 2145 •FAX�0-2t4S ..-.sem. - — .......... ..... DRINrJNG WATER ANALYSIS REPORT POR COLIFORM BACTERIA Attn: Amber i-Itimmantres Analytica Alaska Inc. Date Received: 7/24/03 Time Received: 16:59 Date Anaivzed: 7175/03 Time Analyzed; 13:30 811 West 8th avenue Date Reported: 8/8/03 Time Reported: 14:25 Anchorage, AK 99501 Next Sample Due: Phone Number: ( )2W2155 Fax Number. ( )25e-6634 Collected by: Sample Type: Routine Method of Analvels: MV -0 -MUG (SM 9223 B) Purrhase Crder aa: A4290 Comments: Project 710307101 Commems S Satiswory U = Unsatisfactory POS Positive Teat Result NO None Dsteated TNTC = Too Numerous To Count (>200 Colonies) CG = Confluent Growth HSM = HeavvSedimerd MaskInp, Resufts May Not Be Reliable TUT = Sample Age >30 Wurs, Too Long In Transit R = Resa nvile Reauhaid NT * No Test "lw100 Ml "# Colonieslml Sample Sarnale Total* E. Coli- Other HPG" Date Time Coliform Bacteria R©suR Lab# Location Comments 7/24/43 12:10 ND NO NT NT AX4142 ftolong Hills aftk C lot 6 sa afed" > ,4- � Kerry,k'Lvnen ENrom errtstAftlyd S.ao3 l" dinw n Testing Ut orataries.1m AnehonW, AK r ^ MUNICIPALITY OF ANCHORAGE DIE �\ITMENT OF HEALTH AND HUMAN SER ES Environmental Health Division 825 "L" Street, Anchorage, Alaska 99502, Telephone 264-4720 ON-SITE SEWAGE DISPOSAL SYSTEM AND/OR WELL INSPECTION REPORT Name DISTANCES A I wt L 7 ZfLys SEPTIC ABSORPTION WELL Address FROM TO TANK FIELD aUY�% L i -s WELL art 1>�r/A/L. r Phone(s) Permit No._ to No. of Bedrooms 3 25 L>4>UPL2/4Dis LOT LINE ' 'c LEGAL DESCRIPTION Lot (p Block C Subdivision pL(/ f7/LL E FOUNDATION3�r Material Township, Range, Section �-, 1J Zr /2 7 gyp•/ C AS -BUILT DIAGRAM (Show location of well, septic system, property fines, foundation,/ driveway, water bodies, etc.) TANKS []'SEPTICi%X/ El HOLDING Manufacturer Capacity In gallons Material No. of Compartments / + TYPE OF SYSTEM Fr I RRENCH ❑ BED ❑ W. DRAIN ❑ OTHER / Depth to pipe bottom from original grade L� FTI Total depth from original grade �yT Cut) �P /�- Fill added above original grade b FT Gravel depth beneath pipe S FT 3 Q c 3 `° Gravel length `13 FT i Gravel width 3 FT Total absorption area &6a SOF _ Distance between lines N'1R FT Number of lines i Soil rating Z _, SOFT Pipe material A M 7303 ccs Installer �r L Date Installed -to -011 iv WELLS [�YPRIVATE G X /kms ❑ OTHER (Identify) W Classification (A, B,C) Total Depth FT Cased to FT C_ V 2 lnsf alleiI Date Installed: co I REMARKS: L Z i c yd Zs 7Me" T vy / �ry Scale: tit 1'S ENGINEER'S SEAL / L L % Inspections Performed by: OFAj d Q 47C -L IWA all %b r m a .� c® t Ps Date: ��� ° • b ¢'�` qtr N2 GSSGGS 1iDilt khr Of "" A Y 1 G44 tIb�lON43 Pj! S & S ENGINEERING1711J34 r.0910 KWW LOOP + AG m< certify th this spection was perlormed according to all ^^ ^^ y e 08 No. �! .�/ •v, ?twkx3rt A ^sh>Hlkw Municipal andli4oulfilmotifmetldm09SXT 7#` P p Health Department ADDroval: , � a Date: � �6 � 1��7� 'f f •� H,�,+ 'r ` 'Municipaitty of Anchorage August 4, 1987 1_�_\ P.O. L. X 196650 ANCHORAGE, ALASKA 99519-6650 (907)264-4111 TONY KNOWLES, MAYOR DEPARTMENT OF HEALTH & HUMAN SERVICES Robert A. Shafer, P.E. S&S Engineering 17034 Eagle River Loop Road Eagle River, Alaska 99577 Subject: Lot 6 Block C Rolling Hills Estates Subdivision Waiver Request WR87-043 Dear Mr. Shafer: Your request for a waiver of the 100 foot separation required between the proposed absorption trench and a small pond has been granted. The required separation distance has been waived to 70 feet in this case. This waiver pertains to the upgrade of the existing seepage pit which has served the three bedroom dwelling since 1965. The existing seepage pit has "grandfather rights" and is not subject to the 100 foot setback now required to surface water. Sincerely, Stephen S. Morris Civil Engineer On-site Services cc Gus Andress, P.E. Manager, On-site and Water Quality Sections A A �7 * HEALTH AUTHORITY APPROVALS SEWER & WATER MAIN EXTENSIONS SEWER & WATER INSPECTION ENGINEERING STUDIES AND REPORTS WELLINSPECTION & FLOW TEST SITE PLANS ROAD DESIGN SOILTEST PERCOLATION TEST STRUCTURAL& MECHANICAL INSPECTIONS / ON SITE WASTE WATER DISPOSAL SYSTEM DESIGN 7 A� r., August 2, 1987 Municipality of Anchorage Department of Health and Human Services 825 L Street Anchorage, Alaska 99501 ATTENTION: Steve Morris REFERENCE: Lot 6; Block C; Rolling Hills Estates ROBERTA.SHAFER CIVIL ENGINEER 694.2979 Request you issue a permit that will allow an upgrading of the existing on-site wastewater disposal system on the referenced property and grant a waiver to the horizontal separation distances between the proposed absorption area and a pond located east of the property. The existing on-site wastewater disposal system was installed on this property in approximately 1965. At that time the 100 foot separation distance currently required between an on-site wastewater disposal system and surface water had not been established by either State law or Municipal codes. The existing seepage pit has been in use for approximately 22 years and a soil test performed by AECS to a depth of 14 feet in 1985 and a second soil test performed by us to a depth of 16 feet as supported by the attached soil log indicates the soils are silty sand material with no evidence of a water table to these depths. A waiver to the horizontal separation distance between the existing seepage pit and the private well on this property was granted by the State DEC in July 1985. It is our opinion that to further encroach upon the private well is less desirable than the existing encroachment upon the surface water and with the granting of this waiver a waiver to the private well will no longer be required. It is our opinion that this upgrade will be an improvement on the existing situation and that the horizontal separation distances established in 1973 are not required in this case. If you requ�r�itional information, please contact us. RAS/ss A. SHAFER, P.E. SRB 196X EAGLE RIVER, ALASKA 99577 S & S ENGINEERING 17�34 E. R. LOOP #204 EAGLE RIVER; AK 99577 PH[UVE #694^2979 ******************ONSITE SEWER PERMIT APPLICATION***************** APPLlCANT: JAIME TURNER ADDRESS: 8OX 66 LAKE HAVASU CITY AZ 86403 CONTACT PHONE: 694~2979 LEGAL DESCRIPTION: LOT 6 BLK C ROLLING HILLS EST. SEC 3 ,11211,R4W LOT SIZE: 12500 (SQ FT OR ACRES) MAX. NUMBER OF BEDROOMS: 3 SOIL RATlNG: 225 SQ FT/BR SOlL TEST DEPTH: 16 FT NO WATER PRESENT IN TEST HOLE. THIS IS AN UPGRADE OF 3 BEDROOM TO THE EXISTING SEPTIC SYSTEM ..... ..... ... ... ..... ... ..... ..... ~^~~..... ..... ... ... ...... -����~~-_���~~ TREN/ EFFECTIVE DEPTH 8 COVER DEPTH 4 TOTAL 12 LENGTH 43 WIDTH 2^5 SQ FT" 688 ...................................................................... ��..... ��..... ..... ... ..... ..... ..... �..... �..... .... .... �... .... ..... ..... ..... .... .... ELD SPECIAL CONDITIONS OR INSTRUCTIONS: A WAIVER TO THE HORIZONTAL SEPARATION DISTANCE BETWEEN PROPOSED UPGRADE AND EXISTING POND IS REQUIRED. AV F 16A "" to Of b •t Y k i aSh "E c �y��9m ".m � n �• �Q` q(8 N - 4a"eta. >o.� ..w• .r_'� IIR �� `'+� • F'£ til lq V zJ �z 4 v (Ij Jo ' o • 1 � � r a `L r J • ° w3 � I /fir h � rN W �e TWOS / 4P7 /, o Municipality of Anchorage DEPARTMENT OF HEALTH & HUMAN SERVICES 825 "L" Street, Anchorage, Alaska 99502-0650 SOILS LOG — PERCOLATION TEST PERFORMED FOR: JAM/G l r2.h/CUZ DATE PERFORMED: "'7to'rs`"i� LEGAL DESCRIPTION: LTownship, Range, Section:—/—/? .,-I 24 w Scc' ,3 _ DEPTH M,rs^AG SLOPE SITE PLAN FEET 2 5 A�Jp 2 3 z 2's 41134— du t 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 COMMENTS WAS GROUND WATER ,•, /, ENCOUNTERED? /VD IF YES, AT WHAT DEPTH? Depth to Water After _ ,r Monitoring? tiJvr4r� Date: Reading Date Gross Time Net Time Depth to Water Net Drop /!,30 __.. y it Z- P Jr -A 3v r.t i1, Z- !/(;) /c^ M ?3/ }l a Z 7 •t.f �/ s /ca —^' Z: 30 S 3 2: O to If PERCOLATION RATE LI (minutes/inch) PERC HOLE DIAMETER _151 TEST RUN BETWEEN —FT AND C9 FT PERFORMED BY: 17034 Eaglo Rivor Loop Road No. 204 Eagle Adlaskin 99577 Rim, ACCORDANCE WITH ALL STATE AND MUNICIPAL GUIDELINES CERTIFY THAT HIS TEST WAS PERFORMED IN ON THIS DATE. DATE: o Q MUNICIPALITY OF ANCHORAGE DEPARTMENT OF HEALTH & HUMAN SERVICES DIVISION OF ENVIRONMENTAL SERVICES CERTIFICATE OF INSPECTION FOR HEALTH AUTHORITY APPROVAL OF ON-SITE SEWER AND WATER FACILITY 264-4744 Application Date August 6, 1987 1. -GENERAL INFORMATION (MUST BE COMPLETED PRIOR TO SUBMITTAL) (a) Legal Description (include lot, block, subdivision, section, township, range) Lot 6; Block C; Rotting Hilts Estatea Location (address or directions) (b) Property Owner Jaime Tutnet Telephone: Home (602) 453-1635Business Mailing Address P.O. Box 66, Lake Haya6u City, Attizona 86403 (c) Lending Institution Telephone Mailing Address (d) Real Estate Company and Agent FORTUNE PROPERTIES/Many Mameaon Address 3000 A Stuet, Suite 101, Anchota,le, Ata6ka 99503 TAlanhnnP. 278-9275 (e) Mail the HAA to the followina address: or: Check here IN, if hold for pick up. List contact person and day phone number below. S 9 S ENGINEERING 17034 EaaaZe R.Lvex LooP Road, 4ulte 904 g.Po Rivet, A.2a.Aka 99.577 Otdeted by Malty Matgeaon 2. TYPE OF RESIDENCE Single -Family Q Number of Bedrooms 3 3. WATER SUPPLY Individual Well Q Community ❑ Public ❑ Note: If community well system, must have written confirmation from the State Department of Environmental Conservation attesting to the legality and status. 4. SEWAGE DISPOSAL Onsite ® Public ❑ Community ❑ Holding Tank ❑ Note: If community well system, must have written confirmation from the State Department of Environmental Conservation attesting to the legality and status. Page 1 of 2 72-025 (Rev 8/86) Front aJUd (saga Add) sao-& Z to Z abed Jaom s,aaaulbua �euoissaload aql ui suoissiwo ao sjoaaa Mol aiglsuodsaa lou si a6eaogouy to AllledplunNl agl panssi si aleoipliao a aaolaq elep az(leue ao suoiloadsui lonpuoo lou op SHHa to saa (oldw3 sluawwinbaa @leis pue leaapal uielaao llsiles of aap.io ui suoilnl!lsui buipual alagl pue sawoq to siasegoAnd of (salanoo a se sigl saop SHH4 agl e�sely lO alelS agl ul paaalsl6aa aaaulbue leuolssaload luapuadapul ue (q anoge g OeAeaed u! uaAl6 suolleluasaadaa a41 uodn Aluo paseq saleolpilao lenoaddy AluoglnV glleaH sanss! (SHHO) saDINOS uewnH pue glleaH to luawuedad a6eaogouy to Al!iedlolunW aql .,sie'p1SS3lpy�d .n Z- 6 NOIIf1V0 leuoglpuo0 lenoaddy leuolilpuoo to swaal paAoaddesl(] panoaddy �� (q swooapaq sol panojddy IVAOHddV SHH4 9 ale(] VOZ -ON PCOM dool aaAja e1683 VEOLI ssaaPPV auogdalal VNISMINIONS SS 9 wAld to aweN volloadsw slgl to aleP aql uo loalla ui suolleln6aa pue'saoueulpao'sapoo alelS pue ledlolunvy lie g1!m aoumldwoo ui sl wals(s lesodslp aalemalsem ao/pue Alddns aalem alts-uo ag1 'uolloadsul pue u01le6llsanul Aw woal pue saill a6eaogouy to Al!ledlolunW a41 woal paulelgo uollewaolui aql uo paseq legl FllaaA jagUnl ! •ulaaaq paleo pul ainjonals to adAj pue swooapaq to Aagwnu aq1 Mol alenbape pue leuoilounl'ales sl wals (s lesodslp aalemalsem jo/pue Alddns aalem alis-uo ag11e141 smogs lenoaddy (luoglny glleaH s1141 10 u011e611sanul Aw legl ApJ@A ! 'molaq umogs alep uolleP!leA 814110 se pue olaaaq paxige leas (w Aq paippao sy NOIIVWH03N1 ONV VIVO `HOHV3S 311..A `S1S31 `SNO1103dSNI °JNIOIAOHd WLiI3 JNIH33NION3 9 MUNICIPALITY OF ANCHORAGE (MOA) MUNICIPALITY OF ANCHORAg4EALTH AUTHORITY APPROVAL (HAA) ENVIRONMENTAL SERVICES DIVISION CHECKLIST -FEBRUARY 1984 264-4744 ALIG 1 ® 1987 Legal Description: eT (a te C A. WELL DATA RECEIVED Well Classification If A, B, C, D.E.C. Approved (Y/N) NIA Well Log Present (Y&Date Completed Yield 4 Total Depth /(>Z-, Cased to /eno Depth of Grouting -VIA Static Water Level �!S' Pumle - Casing Set At Casing Height Above Ground — Electrical Wiring in ConduitON) Sanitary Seal on Casing 61N) Depression Around Wellhead (Y& Separation Distances from Well: To Septic/Holding Tank on Lot On Adjoining Lots Dov' To Nearest Edge of Absorption Field on Lot /Cx" ; On Adjoining Lots To Nearest Public Sewer Line 1111A- To Nearest Public Sewer Cleanout/Manholevi To Nearest Sewer Service Line on Lot /C -v rf Water Sample Collected by I-5 t: rtLartir W Lo ; Date L9 �- g !7 Water Sample Test Results 5A-T7SiGArt7AB / /o/t A/.,r� a!t-`S +- 13Ac.i Comments rnlSr�i�ca» To L��c`LA. zr A/C oG B. SEPTIC/HOLDING TANK DATA Date Installed AP-R)2OX ZiGS Size A-V& No. of Compartments U IL Standpipes Y&N) Air -tight Caps (ON) Foundation Cleanout (Y(fb Depression over Tank (Y,b Date Last Pumped :16 8'L-6:2 Pumping/Maintenance Contract on File (Y/N) tka/ A ; for �J/A Holding Tank High -Water Alarm (Y/N) 'JIA Temporary Holding Tank Permit (Y/N) , tirr/l:� Separation Distances from Septic/Holding Tank: To Water -Supply Well To Property Line fI To Building Foundation To Disposal Field To Water Main/Service Line /U r -f To Stream, Pond, Lake, or Major Drainage r Coursecc3B a�nr= L, t q rvc`rL o A-1 �r�c ) Comments )F ��►���� > 31Z /1 4 !l"ma 5. tyle c' Sr> (19- - Vn-S Page 1 of 2 72-026 (Rev. 8/86) Front C. ABSORPTION FIELD DATA Soils Rating in Absorption Strata Z_7_ S zfY/3/T 1440 Type of System DesignBIZ t:;y&A-/ Date Installed - Length of Field Width of Field Depth of Field L Gravel Bed Thickness Square Feet of Absorption Area(o S� sT� Standpipes Present&N) Depression over Field&N) Date of Last Adequacy Test �� w Results of Last Adequacy Test Separation Distance from Absorption Field: To Water -Supply Well /vy To Property Line S To Building Foundation z s To Existing or Abandoned System on Lot �v� On Adjoining Lots 3v f 4 To Water Main/Service Line /C:) 14 To Stream/Pond/Lake/or Major Drainage Course To Driveway, Parking Area, or Vehicle Storage Area Comments 4 \A AiveYL. t2$;79.4.6_/f—P) D. LIFT STATION Date Installed Size in Gallons "Pump On" Level at High Water Alarm Level at Tested for Electrical Codes (Y/N) Comments To Cutbank (if present) 1ky/4 7 6d Ce, 6v G &-o ew o i82o*lA leo — Dimensions Manhole/Access (Y/N) "Pump Off" Level at Vent(Y/N) Pumping Cycles during Adequacy Test. Meets MOA ** Check Permitted Bedroom Rating Against HAA Request ** I certify t at I ENGINE&RTNderified, or conformed to all MOA and AA guidelines in effect on the date of this inspection. Signed to Compa�il® River, Alaska 99577 MOA No.%`�' 3 Receipt No. w D U Date of Payment Amount: $ 0,0— Page 2 of 2 72-026 (Rev 8/86) Back CHEMICAL & GEOLOGICAL LABORATORIES OFALASKA, INC. 5633 B STREET ANCHORAGE, ALASKA 99518 TELEPHONE (907) 562-2343 FEDERAL TAX ID # 92-0040440 i�$�e�fsL'STS I<t a�'o;il1 BY vAifl'I,F P' VESBAL Poo le'iock Order No. , 93 -. nYt +lhip ( TD: L6, K RULING HILLS c11 .EeRt n4cQut '-'NSENG? Dote Report Printed, AIX 7 87 14:30 If}y'g lir��)r' AVG 67 ,pI eased B P 41 biAf'%.� b'7 )6 p , R. a71,14Arit .. Reports Address 02 'et)i;t to :lii; U N �j� ING J tF�11(Y{S�pl�{��{ii 11 La AGU l MFR, AK, Q I 3recial ROUTINE SAW.11' CO LECITO P-6-87 BY S & S 2NOR RING. C emla Ref #: 7206 Lab .",p! IUs I 1'iatrix: Wa'w A I i or,!a'o,i s'a>ar:eter a"�,^,r,rd b'.esut%arils i4�th�c? Limit-,; ------------ Samp 1c ROUTINE SAtIPLs l;einrks: ANALYSIS CNii%L'TED: 6-7.61 [sh ORATOP" yUIRRVISUR: NLORTi C. iii Performed Nim Nope Detected K4 See swe Re,aarks bone i,ANot knalymd LT=Leus Than, l(Treater Than MUNICIPALITY OF ANCHORAGE DEPARTMENT OF HEALTH AND ENVIRONMENTAL PROTECTION DIVISION OF ENVIRONMENTAL HEALTH CERTIFICATE OF INSPECTION FOR HEALTH AUTHORITY APPROVAL OF ON-SITE SEWER AND WATER FACILITY 264-4720 Application Date (a) Legal Description (include lot, block, subdivision, section, township, range) _tea �.U7 4_, LCST �i res 77 �_� Location (address or directions) (b) Applicant Name ��! — P. t'�n Telephone: Home �/�/' _ Business ds Applicant Address _,_ _���_ /�0� T✓�'oG�aerX �r� d71�6f (c) Applicant is (check one): Lending Institution 0 ; wn uilderBuyer[]; Other O (explain); (d) Lending Institution --------Telephone _ Address _ (e) Real Estate Company and Agent Address — Telephone —_ -- --- (f) Mail the HAA to the following address: 2. TYPE OF RESIDENCE Single -Family Multi -Family 0 Other Number of Bedrooms 3. WATER SUPPLY /^ Individual Well IYl Community ❑ Public Cl Note: If community well system, must have written confirmation from the State Department of Environmental Conservation attesting to the legality and status. 4. SEWAGE DISPOSAL Onsite !I Public ❑ Community 0 Holding Tank C7 Note: Ifcommunitywell system, must have written confirmation from the State Department of Environmental Conservation attesting to the legality and status. Pnno 1 of 9 72-025 (11/84) 5. ENGINEERING FIRM PROVIDING INSPECTIONS, TESTS, FILE SEARCH, DATA AND INFORMATION As certified by my seal affixed hereto and as of the validation date shown below, I verify that my investigation of,this Heafth Authority Approval shows that the on-site water supply and/or wastewater disposal system is safe, functional and adequate for the number of bedrooms and type of structure indicated herein. I further verify that based on the information obtained from the Municipality of Anchorage files and from my investigation and inspection, the on-site water supply andior wastewater disposal system is in compliance with all Municipal and State codes, ordinances, and regulations in effect on the date of this inspection. Name of Firm �� �� L.�`�2e= Telephone Address ! GC/C/ �v ®�rx �Y/® /"� �/ 161 fr 7C;;r SOS_ Date OF ASC -4- o a°• eoa o°ee oy 90 �9 e C9 Lero C. Reid, Jr. •`. j 9 o. 2251•E Engineers Sea] ` cam- ."' Far... ..aaca 6. DHEP APPROVAL l dam' �n Approved for '" "' �) bedrooms by Date Approved .—_.K_ ._ Disapproved — Condi Oln—al / Terms of Conditional Approval The Muncipality of Anchorage Department of Health and Environmental Protection (DHEP) issues Health Authority Approval certificates based solely upon the representations given in paragraph 5 above by an independent professional engineer registered in the State of Alaska. The DHEP does this as a courtesy to purchasers of homes and their Lending institutions in order to satisfy certain federal and state requirements. Employees of DHEP do not conduct inspections or analyze data before a certificate is issued. The Municipality of Anchorage is not responsible for errors or omissions in the professional engineer's work. ^--- 1 _[ / +r AWN Na as 1d \N • laao nW Np\17 LNL�d� �O ls'\q \o\N CNaN A. WELL DA ' MUNICIPALITY OF ANCHORAGE (MOA) HEALTH AUTHORITY APPROVAL (HAA) CHECKLIST - FEBRUARY 1984 264-4720 Legal Description: �.a T f3�OCk k11 /Zii7! 11;1L Well Classification 1 ( 0nIf A, B, C, D..E.C. Approved (Y/N)Well Log Log Present (Y�V Date CompletedJAo2 '?"'"'" �yYield ' Total Depth /CO2' Cased to Depth of Grouting Static Water Level �G• 7Pump Set At Casing Height Above Ground — Electrical Wiring in Condui (Y/N) Separation Distances from Well: To Septic/Holding Tank on Lot To Nearest Edge of Absorption Field on Sanitary Seal on Casing Y/ ) Depression Around Wellhead (Y� On Adjoining Lots —; On Adjoining Lots To Nearest Public Sewer Line - TTo Nearest Public Sewer Cleanout/Manhole To Wearest Sewer Service Line on of Water Sample Collected by ; Date Water Sample Test Results CommQnts f , wdlteta 6 �` mParor.�r2 B. SEPTIC/HOLDING TANK DATA Date Installed Size No. of Compartments a4u&z_ � Standpipe (Y N) Air -tight Cap (Y N) Foundation Cleanout (' N) Depression over Tank (Y� Date Last Pumped Pumping/Maintenance Contract on File (Y/N) � 44 ; for � Holding Tank High -Water Alarm (Y/N) � Temporary Holding Tank Permit (Y/N)�- Separation Distances from Septic/Holding Tank: To Water -Supply Well To Building Foundation To Property Line a� g To Disposal Field i To Water Main/Service Line <! To Stream, Pond, Lake, or Major Drainage _ .r �I Page 1 of 2 L /p BC ROMIM5 #W14 ra 41ee.3 C. ABSORPTION FIELD DATA Soils Rating in AbsorptionStrataType of System Design Date Installed CIwiH2C' Length of Field &ft46"�// Width of Field G >� L Depth of Field W �&IAle _04c Gravel Bed Thickness A47-�zol ' Square Feet of Absorption Area Depression over Field (Y(9— Results of Last Adequacy Test Standpipes PresenY/ ) Date of Last Adequacy Test �� a Separation Distance from Absorption Field: To Water -Supply Well 7(-- To Property Line J.;- l Xm- To Building Foundation To Existing or Abandoned System on Lot w ; On Adjoining Lots 2L 30 i To Water Main/Service Line To Cu bank(if resent) To Stream/Pond/Lake/or Major Drainage Course ?"� To Driveway, Parking Area, or Vehicle Storage Area g Comments ©_ryuc�� /9w ® D. LIFT STATION Date Installed . Size in Gallons "Pump On" Level at High Water Alarm Level at Tested for Electrical Codes (Y/N) — Comments ** Check Permitted Bedroom Rating Against HAA Request ** (Y/N) Vent(Y/N) Pumping Cycles during Adequacy Test. Meets MOA I certify that I haA checked, v rified, or conformed to all MOA and AA guidelines in effect on the date of this inspection. Signed t6r _ Date Company MOA No. /(`G�OF..41-4 1 �e Receipt No. 3g� gi ®® Date of Payment °'•' °0 °•°���� // � (� r w oa 5- ••• ••" Amount: "lM2Lr"� Se�� $ %_ 10 Reid, Jr. ,• 4 ,d A sJ, O F� ��� No. 51-E �a•'•� . v 11Y •Q•••.06..'•y Page 2 of 2 t�OC��ROFESSO 4" a g 72-026 h vea) J2 - tA 4,L! C/) S78A7 Ou F ALASKA' BILL SHEFFIELD, GOVERNOR DEPT. OF ENVIRONMENTAL CONSERVATION ANCHORAGE/WESTERN DISTRICT OFFICE 437 "E" STREET, SUITE 303 ANCHORAGE, ALASKA 99501 274-2533 July 18, 1985 Alaska Environmental Control Services, Inc. 1200 W. 33rd Avenue, Suite B Anchorage, Alaska 99503 SUBJECT: Waiver Horizontal Separation between Well and Seepage Pit Lot 6, Block C. Rolling Hills Estates, Anchorage, Alaska (8621 -WA -020) Dear Sir: The Department has reviewed the subject waiver request and hereby waives the horizontal separation between the well and seepage pit to 95 feet on the subject property for a 3 bedroom single family residence only. Sincerely, S even W. Eng, E. District Engineer SWE/msm ALASKA 6HUInOnMenTAL COnTnOL SCnUIRS, InC. 6ngineerinq & Cnuironmental Studies JULY 19 1985 MARY TURNER SELLER—SAME MARY TURNER P.O. BOX 4-1816 P.O. BOX 4-1816 ANCHORAGE ALASKA ANCHORAGE ALASKA 99509 99509 50340 LEGAL:ROLLING HILLS ESTATES BLOCK C LOT 6 ADEQUACY TEST FOR SEWER SYSTEM ADEQUACY TEST DATE—JUNE 25 THE TYPE OF ABSORPTION SYSTEM IS A CRIB WITH AN UNKNOWN AREA. THE SYSTEM IS CAPABLE OF ACCEPTING 450 GALLONS OF WATER PER DAY. THE SURGE CAPACITY OF THE SYSTEM IS 776 GALLONS. BASED UPON THE TEST DATA THE SYSTEM IS ACCEPTABLE FOR A 3 BEDROOM HOME. SEPTIC TANK ADEQUACY THE EXISTING SEPTIC TANK VOLUME OF 1000 IS ADEQUATE FOR THIS 3 BEDROOM HOUSE. N THE SEPTIC TANK/PACKAGE PLANT WAS PUMPED ON JUNE 26 1985 . FLOW TEST ON WELL WELL FLOW DATE—JUNE 25 1985 A FLOW TEST WAS PERFORMED ON THE WELL. 776 GALLONS OF WATER WAS PUMPED AT A RATE OF 3.3 GPM OVER A DURATION OF 3 HOURS. THE DRAWDOWN WAS 11.5 ' WITH A RECOVERY TIME OF 10 MINUTES AND THE STATIC WATER LEVEL WAS 76.7 FEET. THE WELL IS ADEQUATE FOR THIS 3 BEDROOM HOME. A✓,�e® Ageb®pr�pn � 1 g^p a j� pp �OC. oVRWro�dexprJo«roa.aen3�' o. ,nepm�Leapn�.:'x9�f`dz1n:� 2251-E »nn llloet 4'2rri Miionito %,iio R a Anrhnrono Alo4n qWl o(aml w_- ow ALASKA CI 01ROERTAL COnTnOL SOnUIRS, InC. Engineerinq & 6nuironmental Studies August 8, 1985 Department of Health & Human Services 825 L. Street !� Anchorage, Ak. 99501• Rolling Hills Subdivision Block C Lot 6 On August 7, 1985 AECS inspected a 15 foot testhole verifying there was no ground water in the testhole. If you have any questions please feel free to contact our offices. Sincerely. Approved by: s+ ,Lop V„rte m s �u�fa.o�'�(//%.'� .. xn6FM E9 .nsn.nnn ': Gti` C. PeCie Jr.v rtJ �t rOy l No 2251-C C 0 /'L. Lewis e Manager/Treasurer ,nnn Ill-, oo,A A..,..... q„gip. 12. A,,,.1,,,,,,,,,,, AkAc ooFnz.(an7) tiattinnn PERFORMED LEGAL DESCRIPTION: 2 GCT\ 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 Municipality of Vy OF ANCHORAGE DEPARTMENT OF HEALTIyI��Irms CTI�N. 825 "L" Street, Anchorage, Alaska SOILS LOG — PERCOLAXWT�,f%Tb lufaRECEIVEDDATEPRFORMED: dA 'Ac /t.1=J 6 Township, Range, Section -T/ r it } JA) I�'�'w� PZ6 W SLOPE WAS GROUND WATER ENCOUNTERED? S IF YES, AT WHAT OL DEPTH? p E Depth to Water Aller Monitoring? Date: SITE PLAN SEAL) i Reading Date Gross Net Depth to Time Time Water Net Drop PERCOLATION RATE (minutes/inch) PERC HOLE DIAMETER TEST RUN BETWEEN FT AND FT COMMENTS CJf f"i'(./f7 / '- lZZ /"J .4 fler,- ' fl.J�-f 612 8 4 Z=& /N( PERFORMED BY: "GI I— J ' -'' Com"- .t'-/' CERTIFY THAT THIS TEST WAS PERFORMED IN ACCORDANCE WITH ALLSTATE AND MUNICIPAL GUIDELINES IN EFFECT ON THIS DATE. DATE: i'