HomeMy WebLinkAboutFLAT TOP VIEW #1 BLK 2 LT 2Flat Top View #1 Block 2 Lot 2 #018-391-26 Municipality of Anchorage e" Development Services Department Building Safety Division Onsite Water and Wastewater Program, 4700 Bragaw St. P.O. Box 196650 Anchorage, AK 99519-6550 Page of www.ci.anchorage.ak.us (907) 343-7904 ON-SITE WASTEWATER DISPOSAL SYSTEM AND/OR WELL INSPECTION REPORT Permit Number: SU)O('013q. PID Number: O 19— 391 Va N"' Br -&r., g47.7 -E It Wastewater System: ❑ New KUpgrade Address 3224 STAYSAIL DRIVE ABSORPTION FIELD Phone: Number of Bedrooms: 5 Deep Trench ❑Shallow Trench ❑Bed [3 Mound [3 Other: LEGAL DESCRIPTION Sal Rating: Total Depth from original grade: �t .5.s / GPDlFts T F[. Subdi� n. rt l Blo c' Lot: r laT Depth to pipe bottom from original grade:F Gravel depth beneath pipe: l'O Ft. so Ft. Township: Range: Section: Fill added above original grade: I. � Gravel LenglR 16 Ft. Ft. Well: f X!5 �i✓+ ElNew ElUpgrade Gravelwidth: 2. Number of lines: 1 I Distance between lines: -- Ft. Ft. Classification (Private. . C): Taal Depth: Cased W. Total absorption area: Pipe Materia l Ft. Ft 197 Fe &rm 303Y Dnller. Data Drilled: Static Water Level: Installer. //^�•-- 1y � Date lrslallad Ft h lfJr' 1 . ` Zi . 1. ZE O 10 Yreld: Pump Set ad: Casing Heigh Above Grouts: TAN K GPM Ft. Ft. SEPARATION DISTANCES ❑ Septic ❑ Holding S.T.E.P. ❑ Other: To From Septic TankStation Lift Holding Tank uMidPrivate Sewer Line ManWactraer: AY�C�p Tµ,k apaciry: 2(OQ C Gal. MR -45,+ Vb,on t IS + /VA fAalerisl: S het Numberof Compartments: 2srareeewater %I%.0. N. 0. /If QLIFT STATION Lot Line Ior�le+ NA es: Gal. en rer 'Pump oIP level at: J High wader alarm at: Foundation 1 10 r '0 OS 1 10'+ T A r tY A 'Pump on' level at T in. in. in. Curtain Drain N/A N A /V/A N h Pump Make & Modal Electrical Inspections performed by Remarks, ul ' s on '\g 6 G o6 BENCH MARK ii wind RNrh fn 5 ec rr i;%,nr i Laeetkm aM Desorption: oncft�C SIGb a Voor Wa OF ppf� if Go� conili to rlr n wJ e ssumed Elevation: A G O( 84;11,1 (pp Ft. p 84;11,11 l P! 0(s Inspections performed by: VS ✓PUP 214 Dates: 1'd b c\ll En`o; OF At 2nd 6 2 2 0(0 Development Services Department <P. • .s� II 9 Approval4gTH Conditional Approval Date: �/ n , LARS E. PURKLAND; / 1 00 ja i I I �FQ 3�ds p (� •��a .. Reviewed and approved bye� Date: - ©-O6 �1\ pRQF SSIONP e (Rev. 04M)% Well \ Exisfing Si i vin rield 7T 3 ,es SPURKIAND 0 SCALE130 FL SPURKLAND ENGINEERINGLOT 2 BLOCK 2 FLAT TOP VIEW j SEPTIC SYSTEM ASBUILT 203 W 157H. AVENUE DATE. JULY 15, 2006 ANCH. AK. 99501 BYRAN BAZZELL SHEET: 2 3 GRID: 2934 6 907 279-3916 3224 STAYSAIL ORlVE PERMIT # SVO60134 PID # 018-391-26 FiotTop View#1222.dw,q Standard Trench., 2' Wide 16' Long 8' Beep 6.0' Sewer rock 2' Insula tion 4.2' Cover NO SCALE 2' Insula Sit t ELEV.= 90.819 6.0 Ft of' Septic Rock Effective To Advantex Unit Monitor Cleanouts 4.2 Cover ELEV.= 101.0' NO SCALE ELEV.= 84.8' To Advantex Lf iu SPLRKLAND 203zsrUKNLRN1J W15th thAve tivuirvttrcirvu 11 LOT 2 BLOCK 2 FLAT TOP VIEW 11 SEPTIC SYSTEM ASBUILT 203 W1 Anchorage Ak 99501 BYRAN BAZZELL DATEi ✓acY 1s 2006 p79_19Lg _3224 STAYSa MW 11 SHEEP 4/4 GRID. 2630 PERMIT / SW060134 PARCEL ID 1018-391-26 FLATTOPV/EW11L2824.DW0 MUNICIPALITY OF ANCHORAGE Development Services Department On -Site Water & Wastewater Program 4700 South Bragaw Street P.O. Box 196650, Anchorage, AK 99519-6650 (907) 343-7904 Pv l ON-SITE WASTEWATER DISPOSAL SYSTEM PERMIT Upgrade lx Date Issued: Jun 06, 2006 Expiration Date: Jun 06, 2007 Permit Number: SW060134 Parcel ID: 018-391-26 Legal Description: FLAT TOP VIEW #1 BLK 2 LT 2 Design Engineer: 0007 Tobben Spurkland, PE Site Address: 003224 STAYSAIL DR Owner Name: BRYAN BAZZELL Lot Size: 14000 SQ. FT. Owner Address: 3224 STAYSAIL DR Total Bedrooms: 5 Permit Bedrooms: 5 ANCHORAGE, AK 99516-3521 This permit is for the construction of: 0 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 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. 5. The following special provisions. -DURING CONSTRUCTION THE GRINDER PUMP AND BASIN NEEDS TO BE INSPECTED TO DETERMINE INTEGRITY. NEED TO INDICATE GRINDER PUMP AND BASIN CONDITION ON INSPECTION REPORT. -A MAINTENANCE AGREEMENT NEEDS TO BE SIGNED AND SUBMITTED WITH THE AS -BUILT. Received By: Issued By: ME Date: 0 G Date: �� Municipality of Anchorage • Development Services Department Building Safety Division On -Site Water and Wastewater Program 4700 Bragaw Street P.O. Box 196650 Anchorage, Alaska 99519-6650 www.muni.org/onsite (907)343-7904 Property ON-SITE SEWERMELL PERMIT APPLICATION FOR A SINGLE FAMILY DWELLING phone Mailing address 3224 51a4�s4i1 Drive Zip Code Site address 22-24 5f&�sgtt rive Zip Code Legal description (Sub'd., Block & Lot) FIa}}ooyiewk1 LA 2 1251ocI2 , Legal description (Township, Range & Section) Lot Size 14P h 0h Sq. Ft. THIS APPLICATION IS FOR (® all that apply) Absorption Field [g Septic Tank ❑ Holding Tank ❑ Privy ❑ Private Well ❑ Water Storage ❑ Number of Bedrooms THIS APPLICATION IS AN: ZD Initial ❑ Upgrade Renewal ❑ I certify that the above information is correct. I further certify that this application is being made for a Single Family Dwelling and is in accordance with applicable Municipal Codes. (Signature of properly owner or authorized agent) Date of Payment: Receipt Number: Receipt Number: (Rev. 11/05) Spark and Engona ong Environmental Consulting and Design SEPTIC SYSTEM DESIGN LOT 2 BLOCK 2 FLATTOP VIEW #1 Municipality of Anchorage Development Services Department On Site Water and Wastewater Program 4700 South Bragaw Street Anchorage, Alaska 99519 May 9, 2006 We are submitting an application for the upgade of the septic system for this lot. The submittal consists of Four (4) drawings showing the present improvements on the lot and the adjoining properties, (sheet 1/4), the proposed improvements ofthe lot, of which only the septic system is subject to this permit application, (sheet 2/4), and a schematic of the septic system, (sheet 3,4/4). Soil logs and percolation tests of applicable testholes are also enclosed. The septic system design is based on the following: No Ground Water to a depth of 14 feet. Use Deep Trench with Advantex Treatment System Soil Rating. From Testhole 05/01/06. 10 min/in = 5 gal per sq.ft/day No. of Bedrooms 5 Required Area per Bedroom: 15015 =30 sq.fL Total area required: 30 x 5 = 150 sgft Bottom Rock At 8 feet Top Rock At 2 feet Rock Depth 6 feet Total Trench Length 150 /12 = 12.5 feet USE 15 FEET SYSTEM CONFIGURATION ADVANTEX WITH 2000 GALLON TANK & 2 AX20 PODS TOTALLENGTH 15 FT TOTAL WIDTH 2FT TOTAL DEPTH 8 FT ROCK DEPTH 6 FT INSULATION 2IN. COVER 2 FT(MIN) The installation of this septic system will not prevent wells and septic systems from being installed on the 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. 203 West 15`h Avenue Suite 203, Anchorage, AK 99501, Phone: (907) 279-3916 Fax: (907) 276-6013, SpurklandEng@gci.net ww 4' ww Z, � I w Lor I T l T AD �!l LflLOT a� ww {r Iw W" II T � �T T ,I l I 10 L I\ r 91 ---- LOr 12 =—�j�wwr �T lY FL A T TOP VIED/#1 S BUCK 2 uUlk � �d. 49th � •°�•� ° .....n ............................... .. 50 0 50 100 150 200 250 300 g.... .. _ AND M EN SPURKLt �1 f'•., No. CE -2225 i ♦••FESSIUi SCALE, 1' = 100 FL TOBBEN SPURKLAND P.E. 203 W 15TH. AVENUE LOT 2 BLOCK 2 FLAT TOP VIES I BYRAN BAZZELL SEPTIC SYSTEM DESIGN IT DATE.• APRIL 5, 2006 CH. 27 9 AK. 99501 Z9 -391616 07 3224 STAYSAIL DRIVE SHEET 1/3 GRID: 2630 PERMIT #SV020XXX PIB # 016 -141 -XX FtatTopVlew#IL2B22.dwg Well R uest A 75 foot Waiver rom Well Well to Exls#ng Sump k Adnan x Unlf Well ` car 2 9� -O o• HOUSE I Into 2 AX20 Units Type I Opera#on Exisling Sanp w Grinder Pump Abandon Existing Water Line —Wow Water Line, Maintain p x 10' offset from septic tank t S and drain field ACCESSORY LGL ' A7s1a# New Drain Wield L091h 15 feet an on epfh 8 Feet Exr ting Crr'b tdth 2 Feet LOT 3 ,6 feet Insulation 2 Inches 68 Cover 2 Feet — a `Vie Q R Well Well �'mrA� eptic .*q 49th ? �� = .......� ......................................... TOBB SPURKLANB: �1 f' No. CE i -2225 ••�k1 25 0 2 5075 00 F� .............. �fe ; SCALE•' - 30 FT. ;ES`I P.E. 2OBBEN STH. AVENLANDUE 103 W AVENUE LOT 2 BLOCK 2 FLAT TOP VIEW I SEPTIC SYSTEM DESIGN AK. ANCH. AK. 99501 BYRAN BAZZELL DATE: APRIL 5, 2006 907 279-3916 3124 STAYSAIL DRIVE SHEET.• 2/3 GRID: 2934 PERMIT # PID It Standard Trench, 2' Wlde 15' Long 8' Deep 6,0' Sewer rock 2' Insulation 2' Cover 2' Insula Sit t 6.0 ft of Effective I O To Advantex Unit NO SCALE To Advantex Unit Ii unzse N arUKKLnrvu r,e., I I LOT 2 BLOCK 2 FLAT TOP VIEW /1 I I SEPTIC SYSTEM DESIGN I An oraW15a Ave BYRAN BAZZ£LL DATE, MAY 5, 2006 Anchorage Ak 99501 3224 UAW& AW SHEET, d/d GRIDt PAM) PERMIT I SWO40OXX PARCEL ID 1015-082-02 FLATT0PV1W1L2824.DWG „ _STAYSAIL Dr.- Conc. block retainin wall M S89058'00"E oWell (6WF 0 [kIik111 'o . vi deck o C> 9.5 M O V o• , 21/2 Story Frame House 7 � •o `— 26.3 7 6.0 deck 2 deck o LOT 1 0 o LOT 3 o LOT 2 z z Septic System SCALE: 1"= 30' 1 Story Frame Building 0 N 42.6 4. v o L lV vr+ 15.7•.'e shed d 18.2 89058'00"E cL w 20' Alley 100.00 EASEMENTS OF RECORD, OTHER THAN THOSE SHOWN ON THE RECORDED Fb 06.5, pg 62-63 PLAT ARE NOT SHOWN HEREON. AS -BUILT NO CORNERS SET THIS DATE I hereby certify that 1 have performed a Mortgagee's inspection of the following described property: LOT 2. BLOCK 2. FLAT TOP VIEW SUBDIVISION No. 1 Anchorage Recording Precinct, Alaska, and that the Improvements situated thereon are within the property lines and do not overlap or encroach on the property lying adjacent thereto, that no improvements on the property lying adjacent thereto encroach on the premises in question and that there are no roadways, transmission lines or other visible easements on said property except as indicated hereon. Dated at Anchorage, Alaska this 24th day of July ,2006 FRED WALATKA & ASSOCIATES Engineers and Surveyors BE (907-248.1666) Municipality of Anchorage P.O. Box 196650 • Anchorage, Alaska 995196650 • Telephone (907) 3438301 • Fac (907) 343-8300 4700 Bragarc Street • Anchorage, Maska 99507 NY " ° s T rcerzr.mwu.org Mayor Mark Begich Building Safety Division August 9, 2006 Tobben Spurkland Tobben Spurkland Engineering 203 W 15th Ave, Suite 203 Anchorage, AK 99501 Subject: Waiver Request for Flat Top View #1 Block 2 Lot 2 Waiver Request WR#: 060024 Parcel ID # 018-391-26 SW060134 Dear Tobben Spurkland: Your request for a waiver of the required 100 feet horizontal separation from the septic tank to the private well has been approved. The approved separation distances are: 75 foot horizontal separation from well on lot 2 to septic tank on lot 2. A 70 foot horizontal separation from well on block 2 lot 11 to septic tank & field on lot 2. A 95 foot horizontal separation from well on block 2 lot 11 (west 20' of lot 11, east 40' lot 12) to septic tank and field on lot 2. And a 4 foot separation from absorption field to east property line. 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, Je dall Ci Engineer On -Site Water & Wastewater Program Community, Security, Prosperity Municipality of Anchorage Development Services Department Building Safety Division On -Site Water 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#: 060024 PID#: 018-391-26 HA/Permit# PERMIT # SW060134 Date Received: June 6, 2006 Legal Description: Flat Top View #1 Block 2 Lot 2 Engineer: Tobben Spurkland Tobben Spurkland Engineering 203 W 15th Ave, Suite 203 Anchorage, AK 99501 Applicant: Bryan Bazzell Waiver Requested: 75 foot horizontal separation from well on lot 2 to septic tank on lot 2. 70 foot horizontal separation from well on block 2 lot 11 to septic tank & field on lot 2. And 95 foot horizontal separation from well on block 2 lot 11 (west 20' of lot 11, east 40' lot 12) to septic tank and field on lot 2. Criteria: Geology A. Water Table B. Soil Sorption C. Permeability D. Water Table Gradient E. Horizontal Separation Points: 5.49 5.73 3.10 2.90 2.68 Total: 19.897; •\\\\\\\\\i\\\iii\\\\\\\\\\\iE\\\i\iii\\\\\\\\\\i\i\i\ilili\i\i\i\\\i\i\\\ Waiver is Granted: X Waiver is not Granted: List Conditions or Reasons for above: Date: 616/06 By: Joe Goodall Name of Reviewer •Fi FFF iF iF iF iF FF iFFFF Fi FFFFFFFi\F1i\i\i\i\FF\\!F.\i\\\\\\\i\i\i\F\F\E\F\\\ Rec#: 78479 Amount: $1150 Date Paid: 6/6/2006 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: Flat Top View #1 Block 2 Lot 2 ParcelID#: 018-391-26 Waiver Request Number WR#: 060024 Waiver Requested: 75 foot horizontal separation from well on lot 2 to septic tank on lot 2. 70 foot horizontal separation from well on block 2 lot 11 to septic tank & field on lot 2. And 95 foot horizontal separation from well on block 2 lot 11 (west 20' of lot 11, east 40' lot 12) to septic tank and field on lot 2. Engineer: Tobben Spurkland PERMIT # SW060134 Septic Field Data This waiver is in conjuction with a septic permit upgrade. The current septic system on lot 2 is a conventional system. Because the horizontal line leaving the house foundation is relatively deep a grinder pump has been used to lift the septic effluent to the septic tank. The engineer is proposing to continue using the grinder pump for the new advantex system. Dan Roth On-site Program manager determined the grinder pump not to be a continuous source of contamination, therefore will not need to be waived. The permitted septic upgrade will be an advantex nitrate reducing system. The designing engineering justifies the advantex nitrate reducing system. The new install of the advantex and septic field will encroach 3 wells; lot 2, lot11, & lot 11 (west 20' of lot 11, east 40' lot 12). No part of the septic tank or field may encroach lot 1 well due to elevated nitrates. 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: Flat Top View #1 Block 2 Lot 2 Parcel [D#: 018-391-26 Waiver Request Number WR#: 060024 Waiver Requested: 75 foot horizontal separation from well on lot 2 to septic tank on lot 2. 70 foot horizontal separation from well on block 2 lot 11 to septic tank & field on lot 2. And 95 foot horizontal separation from well on block 2 lot 11 (west 20' of lot 11, east 40' lot 12) to septic tank and field on lot 2. Engineer: Tobben Spurkland PERMIT # SW060134 Well Data The engineer requested encroachments to 4 different wells for the installation of a new advantex septic system on lot 2. For this new septic system there will be no encroachment waivers granted with in 100 feet to well on lot 1 due to detected elevated nitrates. The well on lot 2 is 75 feet from proposed lot 2 advantex and is approximately 130 feet deep. The well on lot 11 is 70 feet from proposed lot 2 advantex and is approximately 75 feet deep and then was deepened 1 year later to a total depth of 193 feet deep. And the well on lot 11 (west 20' of lot 11, east 40' of lot 12) has no found info. The well logs for both lot 2 and lot 11 show relatively same soil strata. For purposes of calculating points via waiver guidelines the worst case well scenario was used. The horizontal and separation from well to septic used for calculating is 70 feet. The depth of the well used for calculating is 70 feet total depth. The engineer sampled all there of these wells wells and found no nitrates detectable. 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: Flat Top View #1 Block 2 Lot 2 ParcelID#: 018-391-26 Waiver Request Number WR#: 060024 Waiver Requested: 75 foot horizontal separation from well on lot 2 to septic tank on lot 2. 70 foot horizontal separation from well on block 2 lot 11 to septic tank & field on lot 2. And 95 foot horizontal separation from well on block 2 lot 11 (west 20' of lot 11, east 40' lot 12) to septic tank and field on lot 2. Engineer: Tobben Spurkland PERMIT # SW060134 Water Table Points 1990 Depth of well: 70 5.49 Depth of septic system: 8 62 Distance from the bottom Point of the system to the highest Value water table in feet 1 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 Points 1990 5.73 Soil Type 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 f 62 12.5 + [ 62 1 6 + [fit 1.5 + [ 62 l 0 + f fit, ° + [ 62, ° + [ fi2) 0 + [—j02 62 1 0 0.3 + 5.4 + 0 + 0 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 M. 3.10 r 62 l 3 +( 62 1 3 +[ 612 ] .4 + r 62 1 1 +r Zl 1 +r fi211 +rfi2j1 +( 6p211 0.34 + 2.71 + 0.01 + 0.05 0.00 + 0.00 + 0.00 + 0.00 *Use the predominant soil type but values can be averaged for a mixture Gradient Points 1990 2.9 2.90 % Slope Points Value Separation -60% 0 30% 0.3 25 -20% 0.7 slopes toward well -10% 1.2 100 -5% 2 5 0% 2.93- flat 5% 4.5 10% 6 slopes away from well 60% 7 *If the gradient is unknown, assume the worst case Horizontal Points sao 92 2.68 Horizontal Point Separation Value in Feet 0 0 25 0.7 50 1 75 2 100 3 150 5 200 6 300 7 *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: __ __19.897' Spurkland Engineering sm I I Environmental Consulting and Design May 9`h, 2006 Municipality of Anchorage Development Services Department Building Safety Division On Site Water and Wastewater Program 4700 South Bragaw Street P.O. Box 196650 Anchorage, Alaska 99519 Subject: WAVIER REQUEST LOT 2 BLOCK 2 FLAT TOP VIEW #1 PID 018-391-26 Dear Mr. Goodal, We have submitted a permit application for a septic system upgrade on the subject property that will require separation distance waivers between the wells serving Lot 2 Block 2, Lot 1 Block 2, Lot 12 Block 2 and Lot 11 Block 2 Flat Top View #1 and the upgraded septic system. The new septic system will require the installation of an Advantex system. The requested separation distances are list below: - Lot 1, Block 2: 80 feet from Well to Existing Sump & proposed Advantex Units - Lot 2, Block 2: 75 Feet from Well to Existing Sump & proposed Advantex Units - Lot 11, Block 2: 70 Feet from Existing well to Proposed Absorption Trench. - Lot 11 West 20' of Lot 11, East 40' lot 12: 95 Feet from existing well to Existing Sump. If you have any questions, please contact me a 279-3916. Sincerely, Lars Spurkland 203 West 15`h Avenue Suite 203, Anchorage, AK 99501, Phone: (907) 279-3916 Fax: (907) 276-6013, SpurklandEng@gci.net A_ Spurkland Engineering Environmental Consulting and Design March 14, 2006 Municipality of Anchorage Development Services Department Building Safety Division On Site Water and Wastewater Program 4700 South Bragaw Street P.O. Box 196650 Anchorage, Alaska 99519 Subject: WAVIER REQUEST LOT 2 BLOCK 2 FLAT TOP VIEW 41 PID 018-391-26 Attn: Dan Roth Dear Mr. Roth, We are currently preparing the design package for a septic system upgrade on the subject property that will require separation distance waivers between the wells serving Lot 2 Block 2, Lot 1 Block 2, Lot 12 Block 2 and Lot 11 Block 2 Flat Top View #1 and the upgraded septic system. Currently the subject lot is served by an unapproved septic system installed under permit number SW020115 during the summer of 2002. The new septic system will require the installation of an Advantex system. A preliminary design has been included for your review. Water Samples taken on March 22, 2006 indicate that the wells serving Lots 1,2,3,11 & 12 are satisfactory for bacteria, but lots 1 & 12 are high in Nitrates. - Lot 1, Block 2: 12.0 mg/1 - Lot 2, Block 2: ND - Lot 3, Block 2: ND - Lot 11, Block 2: 0.172 mg/1 - Lot 12, Block 2: 8.58 mg/1 Ground slopes between the existing wells on Lots 1 and 2 Block 2 Flat Top View #1 and the proposed septic system are level. In addition, the existing house on Lot 2 is between these wells and the proposed septic site. If the septic system were to overflow, the effluent would not travel 203 West 15`° Avenue Suite 203, Anchorage, AK 99501, Phone: (907) 279-3916 Fax: (907) 276-6013, SpurklandEng@gei.net WAIVER FEE: � ii) _ -. PAYMENT DATE: oh/q, E ECEIPT ���r._ Spurkland Engineering 0Environmental Consulting and Design L towards the well head. The wells on Lot 11 & 12 are down gradient of the proposed septic system, but if the system were to overflow it would be in a high visible area and would be immediately addressed. Further protection would be provided by the Advantex Vericom Monitoring system, which notifies Anchorage Tank & Wielding of any high water condition or operational problems. The proposed Advantex system with an AX -20 pod was sampled during the MOA testing period, and the average TN level from the 20 samples was 23.74 mg/l. The Advantex can be plumbed into what Orenco Systems calls Mode III operation, in which a portion of the effluent is discharged back to the Advantex Tank inlet, where it is mixed with the incoming wastewater that provides the carbon source necessary for denitrification. A plastic tank will ensure that no leakage occurs from the tank and contaminates the ground water. Soil and well logs from the surrounding properties indicate layers of hard pan, silty clay, and clay and sand to a depth of approximately 50 feet which should inhibit the migration of septic tank effluent into the ground water aquifer. Based on the geological profile, it is likely that the source for the high nitrates contaminating the aquifer is up gradient of Flat Top View S/D where there is a less confining soil profile. Water quality results for the surrounding lots, the well log and a soil log for Lot 2, Block 2, and several of the neighboring well logs have been included for your review. Waivers have been granted for the existing septic tank and the septic systems on the neighboring lots. Installing an Advantex Treatment system will be a significant improvement over the existing unapproved system. If you have any questions, please contact me a 279-3916. Sincerely, Lars Spurkland 203 West 150i Avenue Suite 203, Anchorage, AK 99501, Phone: (907) 279-3916 Fax: (907) 276-6013, SpurklandEng@gci.net 7w L177 2 '!, ¢ *TL �Lff 4j all/ L17T10 LDT IL LRT 9j FLA T TOP `V-1 E V #1 S D BL 0 C K 2 .50 $ 59 100 150 c%v kPM 300 SCALE, I'= 100 FT. WOVEN ')I'UlfALANV r.t. 203 W 15TH. A VENUE LOT 2 BLOCK 2 MT TOP VIEF11 SEPTIC SYSTEM DESIGN AK. � 99501 BYRAN BAZZELL DATE' APRIL 5, 2006 �9'VCQ71'j 279-3916 11 3224 STAYSAIL DRIVE SHEET• 113 GRID 2630 PERMIT #SV020XXX PID # 016 -141 -XX Flat TOP V1ew#lLeB22,dwg — — — Well — R vest A 75 Foot Waiver rom Well Well To Exisling Sump & Advan x Unit Well \��ms LST 2/� F: q Existing �,,.olp Gander Punq) HOUSE ACCESSORY 6A 5 Well Well t� I Insta 2 AX20 Units Type If Operation Abandon Existing Water Line --New Water Line, Maintain 10' offset from septic lank tandin field stall New Drain field ngth 15 feet pth 8 Feet dih 2Feet L©T ,3ck`6 Feet sulation 2 Inches ver 2 Feet + 49th °. 1BSN SPURKLANB No. CF -2225 25 0 5075 100 bP SCALE+ = 30 FT. def �FE,S®E: 2OBBEN SPURKLAND P.E. LOT 2 BLOCK 2 MT TOP Uf 1 SEPTIC SYSTEM DESIGN 203 W AK. A✓ENUE DATE: APRIL 5, 2006 AIJCH. A!� 99501 BYRAN BAZZELL 907 279-3916 3224 STAYSAIL DRIVE SHEET.• 2/3 GRID. 1934 PERMIT # PIIi # MUNICIPALITY OF ANCHORAGE Development Services Department On -Site Water & Wastewater Program 4700 South Bragaw Street P.O. Box 196650, Anchorage, AK 99519-6650 (907) 343-7904 ON-SITE WASTEWATER DISPOSAL SYSTEM PERMIT Upgrade Date Issued: May 16, 2002 Expiration Date: May 16, 2003 Permit Number: SW020115 Parcel ID: 018-391-26 Legal Description: FLAT TOP VIEW #1 BILK 2 LT 2 Design Engineer: 0088 Anderson Construction & Eng'g Site Address: 003224 STAYSAIL DR Owner Name: Bryan Bazzell Lot Size: 14000 SQ. FT. Owner Address: 3224 STAYSAIL DR Total Bedrooms: 3 Permit Bedrooms: 3 ANCHORAGE, AK 99516-3521 This permit is for the construction of: Disposal Field ✓I Septic Tank ❑ Holding Tank L'_', Privy J Private Well E] 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. The following special provisions.' E SEPTIC TANK USED FOR THIS PROJECT SHALL BE MADE OF A PLASTIC OR CONCRETE MATERIAL. Received By: Issued By: Date: �7 G Z— Date: S o 2 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. ci. anchorage. a k. us (907)343-7904 ON-SITE SEWER/WELL PERMIT APPLICATION FOR A SINGLE FAMILY DWELLING Parcel I.D. U 1 q— ib Permit Number SW020// S Property owner(s) V3o y ori F'- a cz zc (( Day phone 3 N 5---76,F 6, Mailing address Mailing address (2) A"-Jyo ( Zip Code a/ T5_/&1 Legal description (Lot, Block & Sub'd.) C' V,'t+,,U Legal description (Section, Township & Range) Lot Size_Z Acr o.Ft:' Number of Bedrooms THIS APPLICATION IS FOR: Sewer Only �1_ Well Only ❑ Sewer and Well ❑ Water Storage ❑ Sewer Upgrade ❑ THIS PROPERTY CONTAINS: Hot Tub ❑ Jacuzzi ❑ Swimming Pool ❑ Water Softening Unit ❑ Therapy Pool ❑ I certify that the above information is correct. I further certify that this application is being made for a Single Family Dwelling and is in accordance with applicable Municipal Codes. (Signature of property owner or authorized agent) Permit Fees: 44 O 0. o Waiver Fees: Date of Payment: 2 7 ' Date of Payment: 2 i � Receipt Number: 1 S J` 7 1 Receipt Number: (Rev. 12100) Michael N. Anderson, P.E. Civil/Structural Engineering 4640 Shoshoni Avenue Anchorage, Alaska 99516 Phone 345-3377 Fax 345-1391 February 5, 2002 Department of Health and Human Services P.O. Box 6650 Anchorage, Alaska 99519-6650 Re: Lot 2 Block 2 Flat Top View Subd. To Whom it may concern: This is a request for a new permit to replace the exiting steel tank and expand the exiting concrete seepage pit system at the above referenced location. The tanks is old (installed in 1982) and the owner said rust has been pumped out of the tank during the annual pumping cycle, therefore he wants it replaced before it is too late. The old tank is gravity flow and I recommended replacing the tank with a lift station, this would allow 6 feet of additional crib to be added to the system. From the plan it can be seen that no room exists for replacing the seepage pit due to the well radius' on this lots as well as the neighbors which all have waivers in place. The new tank will not be moved any where else, the old tank will be removed and a new steel will be added in its place. If necessary for better containment a concrete or plastic tank could be added. The existing seepage pit starts at 9 feet below grade, a new 6 foot concrete extension will be added to the existing concrete pit for extended life of the system. The current seepage pit was measured and had 36 "of free board left before reaching the level of the invert. to the seepage pit All the ground slopes away from the seepage pit area as the plan shows and the well is deep, 130 plus, with waivers in-place for the well and seepage pit. The well is also located behind the house thus protecting it from any accidental spills. This upgraded system will not affect the future development of the neighboring properties due to the location of the wells and septic systems. If you have any question please call me at 345-3377 Sincerely ` z�A Michael N. Anderson, P.E. LOT 12 WELL I MOUND OVER DK �LOT11BK2�_—�\ TANK C.O. GRACE � _ 6.0' OF NEW CONCRETE EAST 40 1 SEEPAGE PIT W/ GRAVEL TOP OF EXISTING LOT12 �I- 1 SEEPAGE PIT APPROX. _ -9.0' NEW 1250 A 1 TANK STEP TANK EXISTING CONCRETE SEEPAGE PR SEWER ROCK SEPTIC SECTION N.T.S. WELL S T A Y S A I L \AE N U E- - - \V / /BK LOT 2 LOT 1 BK 2 SWELL 'WELL w 1 > \ U o a J I J a a WFIALLEY I r w n I I r G a v a I J s GO I - D E A R M 0 U N R O A D- \ +J \ Septic Design Prepared For BRYAN & KIRINA BAZZELL LOT 2, BLOCK 2 FLAT TOP VIEW #1 SUBDIVISION Prepared By MICHAEL N. ANDERSON, P.E. 4640 SHOSHONI DRIVE (907) 345-3377 / FAX (907) 345-1391 SCALE: 1"=100' APRIL 5, 2002 LOT 12 WELL I DK �LOT11BK2�_—�\ WELL � �I� � �i EAST 40 1 LOT12 �I- 1 A 1 \ WELL LOT 12 WELL LOT 10 BK 2 DK �LOT11BK2�_—�\ Ilr ISI � �i EAST 40 F LOT12 �I- 1 A 1 \ WELL \ 1 - S T A Y S A I L A V E N U E- S 89'58'00" E 199.98' WELL DRIVEWAY s• 1 wf« DECK RADI[/XISTg \ / / SHOUSE 20' MONITORING TUBE \\ TEST TLE GARA�E F C.O. DE � / K`. DECK / REPLACE E TING SEPTIC TANK W/ NEW 1,250 LLON STEP TANK \ VE�MT cf \ PER TESt�LE \ ONLY ,,EE''EE�T F i STORAGE SHED I ADJACENT WELL 100' RADIUS \ i ADJACENT'NE61„_ — 90' RADIUS \ ADJACENT WELL 100' RADIUS \ GREENHOUSE ADJACENT WELL \ \ 100RADIUS \ � \ ` N 89'23'22" W 100.01' EXISTING ONCRETE SLAB---/4 LAB \ ALLEY 1 Septic Design Prepared For BRYAN & KIRINA BAZZELL LOT 2, BLOCK 2 FLAT TOP VIEW SUBDIVISION #1 Prepared By MICHAEL N. ANDERSON, P.E. 4640 SHOSHONI DRIVE (907) 345-3377 / FAX (907) 345-1391 SCALE: 1"=20' APRIL 5, 2002 r e 4 Municipality of Anchorage DEPARTMENT OF HEALTH & HUMAN SERVICES 825 "U' Street, Anchorage, Alaska 99502-0650 SOILS LOG — PERCOLATION TEST PERFORMED FOR: Y-'t� DATE 0• :4911`H', • MICHAEL N. ANDERSON °1r CE/9 G9 LEGAL DESCRIPTION: (. f' Township, Range, Section: �nFPTH1ve Vf<w S/v SLOPE SITE PLAN rereel er. l °rs �h ✓CS I I I Ti 1 2 3 ¢eee� 4 5 C^lf ei •. 6-1 1 v� ���1,&C. r7 8 �?Wq. 9 10 WAS GROUND WATER a ENCOUNTERED? 11 IF YES. AT WHAT DEPTH? 12 Depth to Wider After 13 Monftorfng? batt _ 14 15 16 17 1s 19 Z 20 -� u PERCOLATION RATE t 2, Iminufevinch) PERC HOLE DIAMETER // TEST RUN BETWEEN Lf FT AND 44rf- FT ;OMMENTS 1nC(C' Orifvl \(G w0,�-C. 14 Ura."k 0 Y�"'! PERFORMED BY: M r e, K.ar l 1411 aY'iryi I CERTIFY THAT THIS TEST WAS PERFORMED IN ACCORDANCE WITH ALLSTATE AND MUNICIPAL GUIDELINES IN EFFECT ON THIS DATE. DATE 44 Z— 5/16/2002 1 m-Acipality of Anchorage George P. 117uerch, Magor Building Safety Di -vision P.O. Box 196650 • 4700 S. Braga« Street Anchorage, tklaska 99519-6650 • (907) 343-3301 hup: //iN NN�v.ci.anchoragc.ak.ns Michael N. Anderson, PE Anderson Construction & Eng. 4640 Shoshoni Avenue Anchorage, Alaska 99516 Subject: Waiver Request for Plat Top View 91 Subdivision Block 2 Lot 2 Waiver Request #WR020011 Parcel ID 4018-391-26 Construction Permit Number SW020115 Dear Mr. Amderson: Your request for a waiver of the required 100 feet horizontal separation from the septic tank to private well has been approved. The approved separation distance is 76.0 feet. This waiver is only valid with the installation of a plastic or concrete septic tank.. This waiver approval applies to the existing septic tank to private 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, 2/ Daniel J. Roth Civil Engineer On -Site Water & Wastewater Program WR#: WR020011 Date Received: 04/09/02 Municipality of Anchorage Development Services Department Building Safety Division On -Site Water 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 PID#:018-391-26 HA#: Legal Description: Flat Too View #1 Block 2 Lot 2 Engineer: Michael N. Anderson, P.E. Applicant: Bryan Bazzell Waiver Requested: 76 Feet from well to septic tank Criteria: Permit#: S W02 O IS- Applicant: S Geology Points: A. Water Table B. Soil Sorption C. Permeability D. Water Table Gradient E. Horizontal Separation Total: .......a.......a...........0......0............. a.............................. Waiver is Granted: x Waiver is not Granted: List Conditions or Reasons for above: SEE i# mar14 Er! Date: .//C O By. A91y Name of Reviewer ...................................................... 0.......... a.... 0........ Re #: 18065 Amount: $800.00 Date Paid: 4/9/2002 • NNVI F F F W W W W _W W woo coo N -Na aaa {VNN N N N To W/AI V ER REQU EST FO/Y FLT /OF VIFWwl 940M Z LOr Z IVII (VER NUMSER WR v2 0011 I V ER REqu65T FOR 0A/ [ oT .SEPTI r- Mvvl< To w/sT-ER we Lc of 76 p£eT. ' SE f0TI c P19 -TA — i TxE F96/NFER lS REQuESTIA/l� A- PEreM/T To REP4gee A& '4kAPAs STEf L sEr rl c 4AIP To ADD AA1 ADDI7rloNAL THRFF FO'oT Ki4l & F-0 MAKE o l -&L o F 9 FE ET- of ee iECTn•� /E )' n".6 -F q.QsaRP'�"oN i4REA, Of Cl4ufE of SPACE L1 M./r,9-reOivT THE' 5-6PTrc 7'19-�v/, Amf7- Cow nwae EN0404-CH ON io rAiE W,grce TUE AlEk. 7-4AvK w/Li DE A- pLrrSrlc, TAmk AAIP NaT CAiR&PE, 7-146 A/& w T"AYwk w/Li AI -So BF C0n1srleNtTFt7 Im 7W45 sArticE L. uCa-T.-a.v Ar 7-146 EX(s 7-1 "b' rA9-Ivk, Ttil5►2E Is rure2e,,v -L,v A• w4/vFN IA PLACE FOR T7- c- 5x rS TlA-+lr- S EI'TiG_T lull or- 7G FEET A.vO Tv wat6RN. !.� of 90 FE�i. Tl -(F, O/V LOT- ClejO AJ NE16/c I bv(r tt3, oic 90 FrETj �j �� CK/B ON sKaTEcTloT; /}LSO TKF fYC C le o f7 TL� F #LL v Y of 7 B' TO T14jr f k RX&C T L U T C /e /g, TyEsE EA/eR&A-CH,'*F,A.T �//gVE ExISTF-p Falb OvfFR 20 rf,099 AJo /VE6-AT "'E RESuL TS TO 7'I -I£ wbLLs In, rH/s AM,=^ WELL lJ/4FA} IVuMERGu! 6-FLG L6(�S /N T'H6filQFA ING/C/4TF_CONK/N!A/a/ LI9YF/P1' OF C L /9 YS H#RP Prins Td Pec rF C T ME A'P" J FE)e S k PPL j/IN(r- 7W. I,,,)4rF Pe 7-0 r9F L.iF LLS FpOM eVA17I4At IAI,0 -770Av FROM( We& exyeoa.vo SU/QF�9CF SuFfSkiQFACLt, ALL CoaOl7-I0A1I 7NA4T- yp-vP- EX►STE0 Pan ove/2 20 YEARS W1LL RE,4iIAk Ti-ve f/i/`fE U„TNI rNE FacCEP/7oiv OF/9 )OZ/9177C 74A�A\J • RFPL/4C/A/6- TNF- STEFL Tf3Nk 76 FEET A ,ne t4,WCH X&OceLp I,uPRovx —t-eZ Srru+cloy tvAT�k r�►-/K /oL g REs u � T -s //V I%I cl4rc Michael N. Anderson, P.E. Civil/Structural Engineering 4640 Shoshoni Avenue Anchorage, Alaska 99516 Phone 345-3377 Fax 345-1391 April 2, 2002 Municipality of Anchorage Department of Health and Human Services P.O. Box 196650 Anchorage, Alaska 99519-6650 Re: Waiver Request for Lot 2 Block 2 Flat Top View Subd. 0 i To Whom it may concern: P, This is a request for a separation distance waiver of 76 feet from the above private well to the septic tank, (see plan view ). Currently three neighboring wells encroach the leach pit or septic tank area by the following distances: Lot 1 Block 2 Well encroaches 5 feet into the septic tanks area Lot 3 Block 2 Well encroaches 10 feet into the leach field area Lot 11 Block 2 Well encroaches 23 feet into the leach field area and 17 feet into the septic tank area Some of the mitigating factors for justification of the waiver for the individual lot is as follows: 1. Low nitrate levels and zero coliform levels in the area, this was verified by Alaska Water & Wastewater on East 80 feet of lot 11 Block 2. See waiver issued December 12, 2002. 2. These numerous encroachments has persisted for more than 9.5 year without any wells being contaminated. 3. Fences, sheds and buildings stand between any overflow to protect for possible over flow of septic tanks or leach pits. 4. The extension of public sewer and water should be available in the next 10 years and thus eliminate contamination concerns. 5. Lot 2 block 2 currently has a waiver in-place for 76 feet. 6. The existing well log on the above lot reveals that layers of hard pan, impermeable layers, inhibit effluent migration into the aquifer. 7. The monitoring tube installed, see plan, revealed clean sand starting at 12 feet to the bottom of the hole at 20 feet which provides excellent filtration material. This was also verified by the original pere which shows sand starting at 13 feet typical. From the above data it can be seen that the risk is minimal for contamination of the wells in this area and the granting of this waiver, 76 feet, from the well to septic system is requested for all the encroaching neighborhood wells. If you have any question please call me at 345-3377 Sincerely ,M/�� Michael N. Anderson, P.E. c.. m& MMUNICIPALITY OF ANCHORAGE DEPARTMENT OF HEALTH & ENVIRONMENTAL PROTECTIONENVIRONMENTAL ENGINEERING DIVISION 17 _ 825 S. Telephone 7.64-4720 Ltreet - AnchorageAlaska 99501 ON-SITE SEWAGE DISPOSAL SYSTEM AND/OR WELL INSPECTION REPORT NAME�/ /VA( PHONE MNE_W GRADE MAILING ADDRESS LEGAL DESCRIPTION FIAT LOCATION 21)-Atl�ftaAl rNO.F BEDROOMS Uy DISTANCE TO: Well �O� Absorption area Dwelling I PERMITN . i Q LU F Manufacturer �`� (T Material��E�,/ No. of compartments w Liq. capacity in gallons IF HOMEMADE: Inside length Width Liquid depth ❑ Y J (7Z DISTANCETO: Well Dwelling PERMIT NO. = z F Manufacturer Material Liquid capacity in gallons OI LU= DISTANCE TO: Well Foundation Nearest lot line PERMIT NO. LL z F. z ¢ No. of Iines Length of each line Total length of lines Trench width inches Distance between lines F. ❑ Top of tile to finish grade Material beneath tila inches Total effective absorption area Length Width Depth &PERMIT NO. Q 1— w a TY�Crib diameter f Crib depth Total effective absorption area iy V LU DISTANCE TO: Well Building foundation Nearest lot line �J Clas SPA? V,4& Depth Driller Distance to lot line PERMIT NO, DISTANCE TO: Building foundation Sewer line Septic tank Absorption area(s) OTHER PIPE MATERIALS SOIL TEST RATING OL/ / C. r R q INSTALLER IF REMARKS APP OV DATE LEGAL 72-07 (Rev. 3/78) MA I Pilot— 1: Q, -5 0 jwy 023 "LWREET, ...:, Pr1wresqn, pyl: 9931.1 TWE OP 791n WSOPPVTON hys"w" is! 1AWAUTAN FAUNWA: C& p4mynnAW NOT;. 491 44 W Th -E REQUIRED STZW OF )AE SOR"llop SVnTFM y.�: Kmm;�--V; 401P 91 WNEVANT45' PS VAIT WASTA UP ,:::co -T> OF SACH SIDE FOR 0 sEEppRE F&f TYE 0EFT'l OF A UTEM14 OR PIT IS VHS ATST94CE 04TWEEN THE SYRRYPE np JF: �HE �- CI-IVATION 00 FEET>, -'APTK IS THE. MINIMUM K!"14 OF WAWA. BETWEEN THF 0UTQQLn 'IND 'HE OF 00 EXCAVATEON Vim FEEQ, is: En C71 A., X lot vE EA OF ET so, -K 1: Q -1 TOW -117 AS 3'� PERMIT THE RESPONSIBILITY TO THF92M INTS DEPPRTMENY DUUNQ VKE, iNSTAnnATTIN KSPECTIONT OF: PANy TO THIS PROPEWTV AND 14E �--,-ESQENCES THST TWIF NELL MILL SERVY ho to Q it 0i !�, P:E-' i 00- K A 7 � -1 - 1 0 ry SE 41020 FREEQU X TRATT> RRCKFILLENG OP PIP? E41STEN NATATAT F:�PPF"WRI. CRY 014- DEFORPTNTIM WnL BE SUEJES! no MjQNU"j AISTSMYTE bETWEGA! H NEW. YOU ANY WST"E 419119E FITSIMSHIL ITORT511 LOS FEET FOP 9, 471k 129 AOO TD 200 F!D---w-'icWtWin- AFTIN WE 0GO: OF P0011C NELL. ?"XITNUM q WwWW KPILL TO 51 PREVRAF! %%Q LINE 14 TV&! 3qp- TV? R COMMUNITY SEVER LOE IS 71 WHEY, 101191A -f_ KQ QVINY70TION 0�159wxs 90�� AYPILRBUT T9 WSURE KPOPER WSWURTKON. i: r..E ZF -,r- 99AMPTAny syslym VREN-:Q 10090 Nikh"ER ill 0004100191 - Sou 90TIM4 CST Frmpv lw:� Y ms Popp! it m% :5 V RE: OF 710E 011h. QRSORn" ION by, TQM is: FIVE07"l-K-0 . At j..X::r 6,--; . 750- C �. f.;-!: it'-:�--! "- �' :. 0: v K K y- 0- FHE LiErv&i DANSTASICIA 15 "TIE LORIGTH nN ""VIET) OF THE TY&TY F3 DR90FTELo. THE DEPTH OF Q IRCO&V OR PIT IS THE DISINNGE %FHEEN 7RE SLRFQ�b OF THE HIE 9grroyl ow yHE EXCAppTlom CAN FEET� THEREEET WIDIN FOR TRENCHES. THE aRRVEI. &STOTIA !S THEE MINIATIM DEFITIA ::f:GRAVEL BETWEEN THF OUTWUL Pips AMD 711: &KYON OF THE EXCAVArION (IN FEET!, 14 ET 17, - -T 90 pu 1 T, aw, K -;.'f--E-.: vp ED to to FA L. 3. ED Do 0: WRMIT RP403RNF HAS WE TO 14FORN THIS DEPRSTMENT DURING Tw�:� ANSTRInTION iiF HNY WFL!_5 RWYCENT TO THIS PROPERTY 9NO TH? ONEVER K" RESIDENCES THRT THE WELL W!LL SERVE. -f-hpQ '7 nT > 1 1: 1304K ERCKPIL11% eF QNY SN'STPA 11TIH(TiT FINRL iNSPEPTIOTil QT E:Y THIS nEPARTMENT WTnL BE 1,0 M-147§4201 1x,.1! 'ee.V I '5vez S fy'Y/ ISSUED C-0-0 ae-4c w- ANtOrp A� SOILS LOG MUNICIPALITY OF ANCHORAGE DEPARTMENT OF HEALTH AND ENVIRONMENTAL PROTECTION PERCOLATION TEST \\ / 825 L. Street, Anchorage, Alaska 99501 264-4720 SOILS LOG — PERCOLATION TEST PERFORMED FOR: Dona/o/ Net Time en N•t9 Irl • —to DATE PERFORMED: - q 7v — LEGAL DESCRIPTION: Lot c2 �14--/�'G/ O I! V., / •�+ F4.4T / (iib F4.47- Vlo fry ' rpm / l t / SLOPE SITE PLAN (FEET) n 5 r Fo 6 �r 1 INLf� 7 �•. Y 8 ` 9 r 10 r 19- 20- Comm 0 COMM 1 PERFORMED BY: GE '2.12915 72-008 (6/79) WAS GROUND WATER ENCOUNTERED? D IF YES, AT WHAT DEPTH? Reading Date Gross Time Net Time Depth to Net Water Drop N•t9 Irl • —to q 7v — !6•S10 so 3V/ s .Z VV I l/O / l t / --- at / !/•WC2 30 01 t i 0 �3�y 1:10 30 35//a 7 TZ7 PERCOLATION RATE 1(minutes/inch) TEST RUN BETWEEN FT AND /W FT . CERTIFIED BY: T a— D Nc; COL � MUNICIPALITY OF ANCHORAGE • DEPARTMENT OF HEALTH & HUMAN SERVICES Division of Environmental Services On -Site Services Section P.O. Box 196650 Anchorage, Alaska 99519-6650 343-4744 CERTIFICATE OF HEALTH AUTHORITY APPROVAL FOR A SINGLE FAMILY DWELLING Parcel LD. # 0'•155—�411-,q(n HAA# 1�nG'fiiL�t��Lo 1. GENERAL INFORMATION Complete legal description Lot 2; Btock 2; F2a.t Tota View Subdivision � Location (site address or directions) 3224 StatIzait Anchokaae. AK Property owner Donatd Heiden Day phone 345-0753 Mailing address 3224 S.tacfaade Anchokacgee, AK 99516 Lending agency Mailing Agent Address Unless otherwise requested, HAA will be held for pickup. 2. NUMBER OF BEDROOMS: 3 y 3. TYPE OF WATER SUPPLY: Individual well XXX Community well Public water Day phone Day phone NOTE: If community well system, provide written confirmation from State ADEC attest- ing to the legality and status of system. 4. TYPE OF WASTEWATER DISPOSAL: Individual on-site XXX Holding tank Community on-site Public sewer NOTE: If community wastewater system, provide written confirmation from State ADEC attesting to the legality and status of system. 72-925(Rev.1/91) Front MOA#21 5. STATEMENT OF INSPECTION BY ENGINEER As certified by my seal affixed hereto and as of the validation date shown below, I verify that my investigation of this Health Authority Approval application 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 f _a"y investigation and inspection, the on-site water supply and/or wastewater disposals stem� in compliance with all Municipal and State codes, ordinances, and regulations in effecf on P e date of this inspection. Name of Firm Address iaa:a 99577 Engineer's signature 6. DHHS SIGNATURE X_ Approved for 3 bedrooms. Disapproved. Conditional approval for By: Phone 6�W_Z�7 Date bedrooms, with the following stipulations: Additional Comments A (0A)0'i (F7'E WATER HOtDi,vG TAM/r-, Bi-rRiEP 4/EAfl THZ SOUTHWEST 12R004F1?7Y (,,RIVEH /s NO 4OV6fER lAz UfE, 1l1TIC Date 2 — 2 2 -94 The Municipality of Anchorage Department of Health and Human Services (DHHS) issues Health Authority Approval Certificates based only upon the representations given in paragraph 5 above by an independent professional engineer registered in the State of Alaska. The DHHS does this as a courtesyto purchasers of homes and their lending institutions in order to satisfy certain federal and state requirements. Employees of DHHS 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. 72-0M (Rev. V91) Back MOA #21 Municipality of Anchorage 0* Department of Health and Human Services HEALTH AUTHORITY APPROVAL CHECKLIST Legal Description: LoTZ t3LK z- FLAT Ford VIEW 611) Parcel I.D. A. Well Data Well type PkI VAI Zr- If A, B, or C, attach ADEC letter. ADEC water system number NIg Log present (Y N) Date completed �U�g/%7 Driller ',orgy WELL Total depth L 3 (D i /OV Cased to 3 r — �� Casing height /T_ Sanitary se(Y/ ) !�L, ( Wires properly protectedON) FROM WELL LOG Date of test 10 Z ,, i Static water level ` ,r-0 Well flow _3o g.p.m. Pump level? LI AT INSPECTION M! INICIPAUTY OF ANCHORAGE Sb ENVIRONMENTAL SERVICES DIVISION S./ grFrn9 a 1 1994 RECEIVED SEPARATION DISTANCES FROM WELL TO: Septic/befdingtank on lot 76 ; On adjacent lots f Absorption field on lot `''! � f ; On adjacent lots Public sewer main Public sewer manhole/cleanout d0 9— Sewer service line z s f Petroleum tank /UolJ6 KNajAj -X'I' dA (0 Z A60 1 L� C�3✓L E M,00� f,/LIC-PIC Y12,1 %fir WATER SAMPLE RESULTS: Coliform /ldU/ Y Nitrate Other bacteria _ 6"-Oo,� Date of sample: (� / y� Collected by:5�/L��6�✓C✓�� B. SEPTIC/HOLDING TANK DATA Date installed��Z Tank size /vim 6A Compartments Z Cleanout Y/) ' Foundation cleanou (Y ) C7�_Depression (Y V) is High water alarm (Y/Alarm tested (Y/N) 'IIIA Date of pumping �1 2G/�g — Pumper I SMC_ 5 0 A I ( SEPARATION DISTANCES FROM SEPTVH6LBM}G TANK TO: �✓ . S �� Well(s) on lot /6 On adjacent lots !f?o � Foundation To property line Absorption field eji D f Water main/service line IU 7f Surface water/drainage /UD '7" — 72-026(3M3)'Front CONTINUED ON BACK PAGE C. LIFT STATION N(,> J65- fP/ZJJ7 Size in Vent (Y/N) High water alarm level "Pump on" Meets MOA electrical codes (Y/N) Manufacturer "Pump off" Level at tested SEPARATION DISTA FROM LIFT STATION TO: \ Wello On adjacent lots Surface water D. ABSORPTION FIELD DATA Date installed f !Y/d Soil rating (GPD/Ft2) /R6 ��%$2 -System Y type C✓z-/l� Length /%X l9 X ZOX ? Width �ll�R Gravel thickness Total depth �/ Total absorption area /Z --Cleanout presentbN) //11e, Depression over field (YAG _AJ Date of adequacy test 2V=L Result pas ail) Pol-SS for! N2 Bedrooms 3 Water level in absorption field before test After test 00 Peroxide treatment (past 12 months) (Y/N) /���� At iJUt-J/J If yes, give date /y/4 SEPARATION DISTANCE FROM ABSORPTION FIELD TO: Well on lot go �'4-- On adjacent lots _�70 �_ Property line To building foundation �� �� To existing or abandoned system on lot On adjacent lots �� �� Cutbank ✓�24��L Water main/service line�b r� Surfacewater `�U �� Driveway, parking/vehicle storage area Curtain drain��� -4--G�� E. ENGINEER'S CERTIFICATION l certify that I have checked, verified, or Signature e o c FNGIAISGRI. Engineer's NarAJ034 Eagle River oa No. 204 Engle KIVer, Alaska Date /hw HAA Fee $ Q l) c Date of Payment -.:� - -9 7 Receipt Number ---� S'� 7 2L) s �w 72-026 (3/93)` Back and HAA guidelines in effect on the date of this inspection. Waiver Fee $ Date of Payment a' -- / - 9 f Receipt Number -; uniApality of And%rage -i Department of Health and Human Services dhh5 Tom Fink, 825 '1" Street Mayo. P.O. Box 196650 Anchorage, Alaska 99519-6650 343-4744 February 22, 1994 Robert Shafer, P.E. S & S Engineering 17034 Eagle River Loop Road Suite 204 Eagle River, Alaska 99577 Subject: Waiver Request for Lot 2 BLock 2 Flat Top View #1 Waiver Request #WR940005, PID 4018-391-26, HA940056 Dear Mr. Shafer: Your request for waiver(s) of the required 100 foot horizontal separation of a septic system to a private well has been approved. The approved separation distance(s) are a private well to the private septic tank on lot is 76 feet. This waiver approval applies to the existing septic system to well separation only. Any future upgrade to either will require all separation distances be met or another approval from this department. Sinc&zf—;' rely,, -&V Daniel J. Roth Civil Engineer On-site Services ljm:#6 )0nr: SmithP.E. am Manager On-site Services MUNICIPALITY OF ANCHORA* Department of Health and Human Services On-site Services Section Waiver Review Worksheet WR# WR940005 PID# 018-391-26 HA# HA940056 Permit # Date Received: February 1, 1994 Legal Description: Lot 2 Block 2 Flat Top View Subdivision #1 Engineer: Robert Shafer, P.E., S & S Engineering 17034 Eagle River Loop Road, Suite 204, Eagle River 99577 Applicant: Donald Heiden Waiver Requested: Well to private septic tank of 76 on property Criteria: 1. Geology: Points: A. Water Table B. Soil Sorption C. Permeability D. Water Table Gradient E. Horizontal Separation TOTAL: 2. Special Conditions: 3. Other: Waiver is Granted: x Waiver is NOT Granted: List Conditions or Reasons for above: 54E A7Ti7 C �/�D Date: /4- By:C W eviewer Rec #: 25627 Amount: $ 625.00 Date Paid: 2-1-94 WAIVER frEC u EST FOR to A/7OP VlFuv S'u �WI�IVEN DEQ uFsr N14148Fr? w/e914t000-5- WMVER [,,- IUC5— Fore O/b-Lar WELL ro S'el°r/c T,941k of 76 SfprfC THE SEPTIC 5 `,'Siem ltiO4S ORI(s hvAcl%' Cclvj—; PucrED /.v /972 CEfSP004. TN 1992 THE GESSpool w/45 EXC,9v/4rEO ouT RE 8U11 7 A/ SEEPAGE p T Av0 N SEPTIC rq-NK /wfr-r+CLED. 7`h SF_PT/c T/rA//2 w/4S 9 GREIER, /000 S/4L.LOAv, 2 O.HParrero+e�� - il'�Iv/t, rLP15 7-14wk 0c0R/A,G TI -(0 fE/IOV of r/r� wiFs coNsrnucr�v wlrN /,vvKR7-S ON 7 -Hr /wLAFr-au r4,LrT f M,�AiydL � r -OR ror U5/E OF wl4re/y T7GHr COupz-IAv6j ro .KnleE rare a 2 r14NK w.4 re IT 7-16 -r r c Plic Po Al EV T u 3 =Al /9,6S '} HEALTH A-liTi-rorr/rY fi-pp/?0&1*1 1 It /?F 4?uF rEo AOR 7-4E PKK P6/?T j' B}' f! -RC rr L FN61&EjF1?j r NC. amm 19Ap ,�q 8F- SO.v Tl4IF EViI/,EE/< D//,> wOr Iq£quEfr 7 -me t,,a/vE,v of 7 Fw(,ZOA-eH eA- — OF ryE SEPrlc rAAif TO THE WELL OF %,,' FEET, r/4/5 If T14,5 L,All,6R 0e/N6 3TttPI6p Now. TNF_ Sf Prlc T,4v& /u Q uhf Tl ow 15 0w r%LE Sf7afR CON7-oaf? &Y ruF WELL /N QUEST/ON. 7-1-1E. OV6R,9LL LOT IS RELAT/ ELY L.F- VF -L. D -(E GRaaa,O fveFA-L£ Poef fLopc /fir ArpROx/a<nT/tL r 2 % nawv r -nom ri-fE araKsE rowc+nOJ T'i-Yc rlvlr s/vcE r- AE WELL 15 ON r/ -LE OPPos/TE Slpe of 7-1-L,E House FRoM nFep- rlorukry,s u0uGD FLIHIA,ArF- AA4r Mrs IPg4E St(RlKACIA/6 fGw,g6r FROM Ty r>+NK FRom F_VF-A /{F.Y}LH/tiG rjlE U/r-LL. THE SEPTIC 'MA4< % tvEL l At?rz: 1 oCArEO TO 7-7"E Su-QSuRF'�cE mtoR197-7O,., OF w rl=R wHICy POTENT/RLL' Skpp4/E5 w Tei TO r(F_ IvEL.L. RGA/N TKIr DR/rsr/c/9LDEM/n,/fKE� r/ --/E PRC,64014,lry OF fP)PT/c TAAk JEFFA-"EI-T rl4n-r If ,vaT-r,?eArsp PqA nOT%9-01-E t.,4rek . W14IVE8 FOR Tr -(E E,vcRafrCl-/'NEAT of T/-eE 5EE)°,96E I01r 7v TxfF- w Lc O F f[1 FEET wfrf fYPPR v � EO .BY THIS lit° /'/4/+ TNt Fns T. I0/4 So,u F 8F- SO.v Tl4IF EViI/,EE/< D//,> wOr Iq£quEfr 7 -me t,,a/vE,v of 7 Fw(,ZOA-eH eA- — OF ryE SEPrlc rAAif TO THE WELL OF %,,' FEET, r/4/5 If T14,5 L,All,6R 0e/N6 3TttPI6p Now. TNF_ Sf Prlc T,4v& /u Q uhf Tl ow 15 0w r%LE Sf7afR CON7-oaf? &Y ruF WELL /N QUEST/ON. 7-1-1E. OV6R,9LL LOT IS RELAT/ ELY L.F- VF -L. D -(E GRaaa,O fveFA-L£ Poef fLopc /fir ArpROx/a<nT/tL r 2 % nawv r -nom ri-fE araKsE rowc+nOJ T'i-Yc rlvlr s/vcE r- AE WELL 15 ON r/ -LE OPPos/TE Slpe of 7-1-L,E House FRoM nFep- rlorukry,s u0uGD FLIHIA,ArF- AA4r Mrs IPg4E St(RlKACIA/6 fGw,g6r FROM Ty r>+NK FRom F_VF-A /{F.Y}LH/tiG rjlE U/r-LL. THE SEPTIC 'MA4< % tvEL l At?rz: 1 oCArEO TO 7-7"E Su-QSuRF'�cE mtoR197-7O,., OF w rl=R wHICy POTENT/RLL' Skpp4/E5 w Tei TO r(F_ IvEL.L. RGA/N TKIr DR/rsr/c/9LDEM/n,/fKE� r/ --/E PRC,64014,lry OF fP)PT/c TAAk JEFFA-"EI-T rl4n-r If ,vaT-r,?eArsp PqA nOT%9-01-E t.,4rek . W E L 1 0,4 rw - WELL LOG F_y/S7-5 Fart 7'i1E' DELL /a a iEsrlov. CSN,- 07W,E,1 WELL L06 ON h NEt/GHOo,? rNG LOT 1PoP,L TEJ T/tssT Jua sNKF�9CE So /L M?Arn'f lfRE REL.ANOELJi CONS/STEwT IA. TN/f AREA. r,IE 1-51LS *,r BETwaEA/ I40 ' R,vo /g0 FHERE 9RF NNM6Ro43 4.1s1�ER5 BErwE, TkE GRouN17 ANP TKf` t9ERRY�G SAN✓l r7-lfg g CoMPri OF "(LAY ti HARPOAu rMAr Is No POuBT Catif/a/AG rAj,. k ATF_ p #quvF617 FRa,h 7-"e 61V?C tc AO sk,q�,9CE SO LAtjCE5. / HF_ W ELL IN q uEfT/°N IS L o c,9TED DN rH& ©pposiTE S/AE of TKA HatitEQ81119P FI?an rHF_ F_A1CI'i'aACHrtiG .fEPTrc T/5 �/r. IT IT LOC AT THE fA-nMF_ CpaToue �ELEvAT,ov> ,9S THE tEpTrc rfiA,K, WELL SAMPLES IvD/Cp47-E Tf-1.04T No CV41A4l,q,.j pAC7EI?1.9 Eyi.rTJ AA, NO N/7-/4A7-Ef ARE DETECT/i$LE. 2� if -b TEP S• OF /�• U E. C, S• V. Gv. G, For S, C, /f, O, � ha�tiTs wlgrFr? 14OLE 23 ' — /0 ' 0f_PrPt OF T9,uK �//9� Ta 194'WA.64 /YO /s 71 - S01L SoAgrioAl 4.st( s��a f(r�>1,2st�rJ6,o= 5.2 "F_8HFgQiL/7 NO !MOOR A710A, 1t5 -FUME C �'IZONIf/L SPNRrj�4//� 6 f?#A/4P rOTR L /h �OIVCL ,/ /ON 6ii�NT w�/vER 313 HEALTH AUTHORITY APPROVALS SEWER & WATER MAIN EXTENSIONS SEWER & WATER INSPECTION ENGINEERING STUDIES ANDREPORTS WELL INSPECTION & FLOW TEST SITE PLANS ROAD DESIGN SOILTEST PERCOLATION TEST STRUCTURAL& MECHANICAL INSPECTIONS ON SITE WASTE WATER DISPOSAL SYSTEM DESIGN January 31, 1994 ROBERT SHAFER, P.E. ROGER SHAFER, P.E. CIVIL ENGINEERS (907)694-2979 FAX 694-1211 Municipality of Anchorage DEPARTMENT OF HEALTH AND HUMAN SERVICES 825 L Street PO Box 196650 Anchorage, Alaska 99519-6650 REFERENCE: Lot 2, Block 2, Flat Top View S/D 3224 Staysail Drive, Anchorage Request you issue the attached Health Authority Approval and grant a waiver for the horizontal separation distance between the well and septic tank located on the referenced property at a distance of 76 feet. A waiver was requested by Arctic Engineers in a letter dated July 26, 1985 and granted by the Municipality of Anchorage in a letter dated August 21, 1985. The 1985 waiver addresses the 90 ft separation distance form the "septic system" on the referenced property to the well on the referenced property and to the wells on adjacent properties. The waiver, however, does not address the 76 ft distance between the well and septic tank on the referenced property. A waiver of the separation distance down to 76 feet should be granted for the following reasons: 1. A house and garage lie between the well and septic tank on the property. The ground on the septic tank side of the house has a slight downward slope (2%) away from the house. These factors will direct effluent migration away from the well in the event of effluent overflow from the tank. 2. The well has been in place for over 19 years and shows only trace levels of nitrates (0.10 mg/1) and no coliform bacteria. This indicates the septic systems on the referenced and surrounding properties have had little or no impact on the well serving the referenced property. 17034 NORTH EAGLE RIVER LOOP • SUITE 204 • EAGLE RIVER, ALASKA 99577 Page Two January 31, 1994 Lot 2, Block 2, Flat Top View S/D 3. The well log indicates the aquifer serving the referenced property is confined by 61 feet of relatively impermeable "hardpan" and "claypan" from 39 to 100 ft below the ground surface. Such strata inhibit septic effluent migration into the aquifer. 4. The well log indicates water was encountered at 40 feet during drilling. The current static water level is at 50 feet (see attached flow test). This further verifies the existence of confining soil strata above the aquifer. 5. Inadequate and conflicting records in the Municipal files suggest the tank serving the referenced property is either a 1000 or 1250 gallon Greer tank. Field measurements between cleanouts and the volume pumped from the tank on January 20, 1994 suggest the tank holds 1250 gallons. We assume the tank is a steel 1250 gallon Greer tank installed in 1982. Liquid level measurements taken before and after pumping over a four day period lead us to believe the tank is of sound integrity. 6. A soils test on file for the referenced property shows the septic system receiving soils to be rated at 190 sq. ft. per bedroom. This type of soil is generally very effective in filtering harmful effluent contaminants as the effluent travels through the soil. If you have any questions or require additional information for your review please contact us. W SCOTT 1��SWENOR ENVIRONMENTAL ENGINEER A. SHAFER, P.E. / fig EAI TAPPEL AV/E. POtvER POLE _ _ PP O FNo `P4 ")6 Fe EXIST. EL EV. BAS/S OF BRC,.) DRAINAGE__ d S FOV OA'- E 2q� 2f 98� VENT V.NTZ OT �O Y /8.23 0 22./ 9'" /x'000 PpS7,1 /9.00 24//3 rj CO RETE' <0 n Z SLAB q' Re's O a� e GENERAL NOTES �"' ,Np e /%TBM TOPoFWELL OO CASING NORT.y SIDE. ri N Z q.6 M 700.00 2) AS ,&wL T aAAAAGE ,;e 19.31 26• 19 22.OS NO//SE FNDTN, Z9 0 S2 31 AS BL//LT 07f/ER e -h O GARAGE O IMPROVEMENTS S-?5 CY U$E OEcy 0 4%AECERT/FICgT/Or' ON N Y o C; 306.1 0 9 ° /-2/-94.CA`/YE& 9SB M e F m O//NENS/ONJ.� 0 � N 299.02197 _ CHN/N L/NA F AlCd- /772 00 y A 1 00 PERM 3.87 w1 r// /yoao Prs rx < ti 0� 2 OW 59 o a K ' RA/LS 0 W II• EcK / d 2 n a � q `/ V �S,/F / 9,0 Y• Q tti� 12 N ^ 1 I W tj yJ� q b b *ACfESSOer az N ,78X4.8 ' 991 0 ` 299.2 .5-8.If* 299.42 .0 44.OS /3.9 4 Zga 29e.7 O-CONC. SLAB p( N N A 9:2 / 44.05 09.0 It O fP L4 NB9-23 -2—OW /00.0/) Nj =r NI Zt X NN N CYQLCIVIC FENCE QP 296.J �W _ 4, BUILT N BUILT DRAWING . ha n determined for improvN O 4. MUNICIPALITY OF ANCHORAGE DIVISION OF ENVIRONMENTAL HEALTH DEPARTMENT OF HEALTH AND ENVIRONMENTAL PROTECTION APPLICATION FOR HEALTH AUTHORITY APPROVAL CERTIFICATE 1: General Information Application Date 7/23/85 (a) Legal Description (include lot, block, subdivision, section, township, range) Lt. 2, Blk. 2, Flattcp View S/D Location (address or directions) 3224 Stay Sail, Anchorage, AK 99516 b) Applicants Name Kav Heiden Telephone - Home w - Business 265-6531 Applicants Address The Same (c) Applicant is (check one) Lending Institution ; Owner/builder Buyer = ; Other E=1! (explain); ; (d) Lending Institution Alaska Bank of the North Telephone 278-4581 Adhss Y2�o�6608. An�fiaee. AK 99502-0608 (e) Real Estate Co. 5 Agent NONE Address Telephone (f) Mail the HAA to the following address: Will pickup 2. Type of Residence Single -Family 5i� Multi -Family Other (describe) Number of Bedrooms 3 3.• Water Supply Individual Welly�X Community =1 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 XXX 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] 9 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 Health 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 and/or wastewater disposal system is in compliance with all Municipal and State codes, ordinances, and regula- tions in effect on the date of this inspection. Name of Firm Address 1506 Date 6. DHEP Approval Approved for s`rrbedrooms U CE- 60 P)9 FESSiS"" e By Approved Disapproved Terms of Conditional Approval CAUTION r Conditional Telephone 561-1345 Date THE MUNICIPALITY OF ANCHORAGE DEPARTMENT OF HEALTH AND ENVIRO1,1MENTAL PROTECTION (DHEP) ISSUES HEALTH AUTHORITY APPROVAL CERTIFICATES BASED SOLELY UPON THE REPRESENT- ATIONS 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 HSS AND THEIR LENDING INSTITUTIONS IN ORDER TO SATISFY CERTAIN FEDERAL AND STATE REQUIRE- MENTS. 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. RR4/ej/D18 [Page 2 of 2] (DHEP SEAL) 7-19-84 MUNICIPALITY OF ANCHORAGE DEPT. 'OF HEALTH & ENVIRONMENTAL PROTECTION MUNICIPALITY OF ANCHORAGE (MOA) JJ� 3 HEALTH AUTHORITY APPROVAL (HAA) RECEIVED CHECKLIST - FEBRUARY 1984 A. WELL. DATA Legal Description Lt. 2 Blk. 2 Flattop View S/D Well Classification Individual If A, B, or C, D.E.C. Approved(Y/N)------- Well Log Present (Y/N) y Date Completed 10/8/72 Yield 7 GPM Total Depth 136.85' Cased to Unknown Depth of Grouting Unknown Static Water Level 64' Pump Set At Unknown 9Nq.h�'P Casing Dight Above Ground 12" + Sanitary Seal on Casing (Y ) Electrical Wiring in Conduit (Y/N) Y Depression Around Wellhead (Y/N) N Separation Distances from Well: To Septic/Holding Tank on Lot Approx. 90' / A; On Adjoining Lots 100' + DO -.;0 To Nearest Edge of Absorption Field on LotApprox 95':;` On Adjoining Lots 1�0' F To Nearest Public Sewer Line N/A To Nearest Public Sewer Cleancut/Manhole N/A To Nearest Sewer Service Line on Lot Water Sample Collected By Duane Maney ; Date 7/22/85 Water Sample Test Results Satisfactory Comments Seperation distances between wells and Rentir Rystem were approved at I 90' by M.O.A., 11/19/81. (see records) B. SEPTIC/HOLDING TANK DATA Date Installed 7/7/82 Size 1250 Gal No. of Compartments 2 Standpipes (Y/N) Y Air -tight Caps (Y/N) y Foundation Cleanout (Y/N) y Depression over Tank (Y/N) N Date Last Pumped 7/23/85 Pumping/Maintenance Contract on File (Y/N) N for ----- Holding Tank High -Water Alarm (Y/N) N Temporary Holding Tank Permit (Y/N) N Separation Distances from Septic/Holding Tank: To Water -Supply Poll Approx. 90' To Building Foundation 5' + To Property Line 5' + To Disposal Field 5' + To Water Main/Service Line 10 + To Stream, Pond, Lake, or Major Drainage Course Comments [Page 1 of 21 zmis-a4 • • Soils Rating in Absorption Strata 190 Type of System Design Crib Date Installed 7/7/82 , ength of Field --- Width of Field )fes I . - 7 QDepth of Field 16' Gravel Bed Thickness 9' Crib Depth (from prev. Square Feet of Absorption Area 570 rewords Standpipes Present (Y/N) Y Depression over Field (YIN) N ////te of Last Adequacy Test 7/23/85 Results of Last Adequacy Test Adequate Separation Distance from Absorption Field: To water -Supply Well Approx 95' rL. % ''"R' To Property Line 10' + To Building Foundation 20' + To Existing or Abandoned System cn Lot None 7 On Adjoining Lots 30' + To Water Main/Service Line N/A To Cutbank(if present) None noted To Stream/Pond/Lake/or Major Drainage Course None noted To Driveway, Parking Area, or Vehicle Storage Area 10' + Comments D. LIFT STATION Date Installed Size in Gallons "Pump On" Level at High Water Alarm Level at Tested for Electrical Codes Comments Dimensions Manhole/Access (YM) "Pump Off" Level at Vent (Y/N) Pumping Cycles during Adequacy Test. Meets MDA ** Check Permitted Bedroom Rating Against HAA Request ** I certify that I have checked, verified, or conformed to all MOA HAA G®®gM, n effect on the date of this inspecti Si Date 7/24/85Orrez Corp MOA No. ST -85-001 KBl/ d5 S C P5d /`' yip"% CE -156 A (Page 2 of 2] yrs U 0 2-15-84 o Anchorage August 21, 1985 7J P.O. BOX 6650 ANCHORAGE, ALASKA 99502-0650 (907) 264-4111 TONY KNOWLES, MAYOR DEPARTMENT OF HEALTH & HUMAN SERVICES Mr. Duane Maney Arctic Engineers, Inc. 1506 West 36th Avenue Anchorage, Alaska 99503 Subject: Lot 2 Block 2 Flattop View Subdivision Waiver Dear Mr. Maney: This Department hereby grants a waiver to 90 feet between the well and the septic system on the subject lot, and between the septic systems and wells on adjacent lots. This waiver is valid for a three(3) bedroom single family dwelling only. Sincerely, Susan E. Oswalt Acting Program Manager On-site Services SEO/ljw July 26, 1985 9 0 ENGINEERING INNOVATION IN THE FAR NORTH ARCTIC ENGINEERS, INC. ENGINEERING STUDIES - DESIGN . CONSTRUCTION MANAGEMENT • SURVEYING AEI #85-001-11 "N10PAUIY OF ANGHI DEPT, Of HEALTH & Municipality of Anchorage ENVlRONMENTALPROTECTION Dept. of Environmental Health and Protection 825 "L" Street PJUL 31 "1,400 Anchorage, AK 99501 RECEIVE D ATM: Susan Oswalt RE: Seperation Distance Waiver Request for Lot 2 Blk 2 Flattop view subdivision, Anchorage Recording District Dear Mrs. Oswalt: A waiver is requested by the owner for seperation distances as required by the ADEC Wastewater Disposal Regulations 18 ACC 72 dated 1983. The existing se ration distances between the septic system on the referenced lot and neighboring wells, which includes the well located on the lot, are approximately 90 feet. The system was upgraded in 7/82. The new system was designed, inspected and approved by the Municipality of Anchorage. Photos of construction and installation of the seepage pit system are included with this report. The location of the system was limited because of the existing neighboring wells. As you may notice from the photos, the system is very large and installed with the bottom of the pit sixteen feet below ground surface according to the 7/82 inspection report. The soils log shows that no water was encountered at 20 feet and the well log indicates that water _was encountered at 125 feet. Copies of the inspection report, the well log, the soils log, the on-site sewer upgrade permit and the on-site sewer permit with the approval of the seperation distances are also attached. From the well log, it can be noted that there are two layers of presumably low permeability soils underlying the absorption area and overlying the aquifer from which well water is withdrawn. These are listed as a gray claypan from 39' to 501, and hardpan from 50' to 1001. Conditions such as this would make direct flow of seepage from the septic system into the aquifer difficult. ARCTIC ENGINEERS, INC. 1508 Vu. 36T- AVENUE ANCHORAGr ALASKA 99503 = 9071561-1345 3901 PATRI IA LANE � ANCHORAGE, A ASKA 9°503 907/333-9428 (ACCO NiiK2) 0 Ground surface topography of the referenced property and the surrounding area which encompasses the subject matter is primarily level. We request that you review the attached information, and determine whether or not a sepOration distance waiver is justified. Please contact us if you require further information. Sincerely, Duane Maney Engineer DM:bf Time APPLIC*T FILLS OUT UPPER HAL�NLY TI $ropers Owner O,(-�� 4lyQ y C� Kt- y H Q. i +2- ✓� /^ Phone MAng Ailtl ess rC o k r� (� Y` C t)?-," e ZIP Code Cl C> C) % Date Buyer Inspector - Inspector Address Inspect o Zip Code - Inspector Lending Institution 1-I. O — 5a V i y.y Phone Address �_ Zip Code _- -22a}i��J I Realty Co. & Agent s Phone _ Address ,. - ., Zip Code - - --- -. - 'CONDITIONS OF APPROVAL Legal Description moil I ( ( CONDITIONAL APPROVAL' p� DATE Street Location o� �. A Soils Rating Type of Residence Well To Absorption Area Well Log Received Q Single Family 2 Septic Tank Size /,0,)0 - ❑ Multiple Family No. of Bedrooms ❑ Other Water Supply � �Individual _ WELL LOG. A well log is required for all wells drilled since June 1975. [Fe ❑ Community j �. ( „ ;?. y' / drilled prior to that date, give well depth (attach log Jf avallable). ❑ Public Utility` Sewer Disposal -9 7 2 S TA rkn Individual Year Individual Installed: ❑ Public Utility - - When Connected to Public Utility: ❑ Holding Tank NOTE: THE INSPECTION FEE MUST ACCOMPANY EACH REOIIEST BEFORE PROCESSING CAN BE INITIATED. Time Time - TI Time Date Date - Date Date Inspector - Inspector Inspect o Inspector Field Notes:11CIPALITY �}'yo OF ANCHORAGE ENVIR- i);&:c[_P._ ::.0 ECTION s _ RECEIVED ( APPROVED BEDROOMS - - 'CONDITIONS OF APPROVAL ( -) DISAPPROVED ( ( CONDITIONAL APPROVAL' p� DATE Soils Rating Dat Se r Installed Well To Absorption Area Well Log Received Q - —,f Y I Well to Tank -9faft( D Al Septic Tank Size /,0,)0 - 7M29 IWM '