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HomeMy WebLinkAboutTHE SUMMIT TR A1The Summit Tract A-1 #015-236-05 MUNICIPALITY OF ANCHORAGE On -Site Water & Wastewater Program PO Box 196650 4700 Elmore Road Anchorage, Alaska 99519-6650 Phone: (907) 343-7904 Fax: (907) 343-7997 hftp://www.muni.org/onsite On -Site Wastewater Disposal System Permit Permit Number: OSP241380 Work Type: SepticTank Upgrade Tax Code Number: 01523605000 Site Legal Address: THE SUMMIT TR Al G:2739 Site Mailing Address: 11744 HILLSIDE DR, Anchorage Owner: HAWKINS ZO LIVING TRUST Design Engineer: NORTH RIM ENGINEERING This permit is for the construction of: Effective Date: Expiration Date: Lot Size in Sq Ft: Total Bedrooms: 11 /18/2024 11 /18/2025 336043 ❑ Disposal Field Q Septic Tank ❑ Holding Tank ❑ Privy ❑ Private Well ❑ Water Storage All construction shall 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 wastewater code requires inspections during the installation. The engineer shall notify the Development Services Department per AMC 15.65. Provide notification by calling (907) 343-7904 (24/7). 4. From October 15 to April 15, a subsurface soil absorption system under construction during freezing weather shall be either: a. Opened and Closed on the same day, or b. Covered, sealed, and heated to prevent freezing Received By: �`��'� I `' (t`'1 Date: Issued By: Date: MUNICIPALITY OF Development Services Department On -Site Water & Wastewater Section ON -SITE SEPTIC/WELL PERMIT APPLICATION Parcel I.D. 01523605000 Property owner(s) HEMBACH JOEL Mailing address 11744 HILLSIDE DR Site address same Legal description THE SUMMITTIR Al Number of Bedrooms 5 Engineering Firm NorthRim Engineering Building Permit Number Phone: 907-343-7904 Day phone 441-7128 Not Applicable X APPLICATION IS FOR: APPLICATION IS AN: (X all that apply) Absorption Field D Initial ❑ Septic Tank RX Upgrade RX Holding Tank R Renewal El Privy ❑ Well ❑ THIS APPLICATION INCLUDES A WAIVER REQUEST FOR: Distance: Permit/Rush Fees: Waiver Fees: Date of Payment: Date of Payment: Permit No. 0 LS lc� waiver No. SteveEng.com The Summit Tract A SPECIFICATIONS & DESIGN GUIDELINES Wastewater System Sizing: This is an existing 5-bedroom, single family home. The Biocycle is broken and requires replacement. The owner wants to upgrade the system to a Category III Advantex. A design is submitted for a new Advantex & Discharge Pump Basin. This is a very large lot with no conflicts. The easements are located on the drawing and are not encroached upon. No neighbor conflicts. The system is sized to the previous design. No conflict to neighboring lots by this upgrade. Specification Requirements: All components and work must comply with the Municipality of Anchorage Specifications (AMC) & State of Alaska Drinking Water Regulations and Wastewater Regulations. Connect existing trenches to new 2500 Gallon Steel Advantex w/2 AX-20 Filter Pods. Watertight couplings on inlet & outlet 5 minimum between the tank and trench. 10 to property lines. 4 of cover is required for tanks or add insulation board. Solid pipe must be set on well compacted, stable soil 4 of cover or insulation is required for tank; an equivalent of 1 insulation for 1 foot soil cover. Tank & solid pipe must be set on well compacted, stable soil. 4 diameter cleanouts with airtight caps are required 1 to 4 from foundation wall, prior to any 90 degree bend in 4 inch line, in each tank compartment, and two adjacent opposing cleanouts between the tank and the absorption field, not more than 10 from the tank positioned to provide cleanout access towards the tank and towards the absorption field. All cleanouts must extend to at least ground level. In solid pipe runs, ASTM D-3034 may be used in lieu of cast iron. Approved pipe materials include cast iron, PVC ASTM D3034, PVC ASTM F789, ABS ASTM D2661, PVC Schedule 40. Sewer Service Line is minimum 2% slope Septic Tank to be pumped every two years or when required Municipality of Anchorage On-site Water and Wastewater REVIEWED FOR CODE COMPLIANCE OSP241380, Curtis Townsend, 11/18/24 Municipality of Anchorage On-site Water and Wastewater REVIEWED FOR CODE COMPLIANCE OSP241380, Curtis Townsend, 11/18/24 Municipality of Anchorage On-site Water and Wastewater REVIEWED FOR CODE COMPLIANCE OSP241380, Curtis Townsend, 11/18/24 N 89'58'53" W LOT 4A 38.93' TRACT D v 10' T&E ESMT /' / 20' DRAINAGE EASEMENT TRACT A m UFT STATION 00 rn N I N 54*58150" W 43.71' N 37'49'21" W 31.33' N S8 28. 8s ?3.. \v, �Y I I I I I �O I O- I I - I SATELLITE DISH `rFj I 0 \O I I I I I - ............ {J/!f +�+r 80.3 m x cn A rn Z m m r- -o � Z F+l 80.3 UFT STATION S 89'58'49" E 214.29' r*m 2 `-61. MEANDER LINE OF LITTLE CAMBELL CREEK 2�0 PER PLAT 94-87 s� LOT 1 10 POND S 84'28'43" W ARENA LOT 4 PLAT NOTES: 2. EASEMENTS NOT DEPICTED ON THIS PLAT ARE RECORDED AT VOL. 324 PAGE 271 (THE SOUTH 10 FEET) AND VOL. 87, PAGE 388 (BLANKET EASEMENT) ACCORDING TO THE STEWART TITLE CERTIFICATE TO PLAT NO. 010104441, DATE 3/14/91. 3. THE COMMON LINE BETWEEN LOTS 1 AND TRACT Al IS THE THREAD OF THE STREAM. THE MEANDER LINE SHOWN IS GENERALLY ALONG THE COURSE AND IS FOR PLATTING AND CALCULATION PURPOSES ONLY. 100' SEPTIC SETBACK FROM POND 100' SEPTIC SETBACK \"\ \� � N843B'3B�E 78.80• t BOX 295.25' N I I TRACT—A1 --------- __ PRIVATE -ACCESS _ESM_T_ ................................................................... -:C- II m i c li GATE BOX i 1�14!I I IfI N 89'58'00" E 240.00' VA rn p (A 50' 50' DETAIL "A" SCALE 1"=30' F_ F- (n 0 Im Z7 Im )X NEBESNA DRIVE Municipality of Anchorage Page r of Y DEPARTMENT OF HEALTH AND HUMAN SERVICES ENVIRONMENTAL SERVICES DIVISION P.O. Box 196650 • Anchorage, Alaska 99519-6650 • Telephone: 343-4744 On-Site Wastewater Disposal System and/or Well Inspection Report Permit Number: SOQig 0 17! PID Number: -O/S — c236— OS Name: ST i, '-4 ^ I Wastewater System: New O Upgrade Address: 5011 L 2.6 ABSORPTION FIELD Phone: .t'46— ir3ao No. of Bedrooms: p Deep Trench Shallow Trench ❑Bed ❑Mound ❑Other LEGAL DESCRIPTION Soil Rating: Total Depth from original grade: GPE)ASo,ia. Lot: Block: Subdivision: m orig Depth to pipe boninal grade: Gravel depth beneath pipe T e. GT � r-:s o"YA Ft. `6 Ft. Township: Range: Section: Fill added above original grade: Greve) length: `• Q Ft. 5 LJ Ft. WELL: 1A New [I Upgrade Gravel width: Number of lines: Deana between lines: 1 `J Fc A 10 Ft. Cimiboation (Pnvate. A.�C): Total Depth: Cased To: Total absorption area: Pipe material: r;A 10; Ft. O, h Ft. 25 pt> so. Ftj P ✓e-S • /. , Driller Date Drilled: Sialic water Level: Installer. Date Installed: 10..k f lv — b et Yield:Pump set a[: Casing Neigh[ Above Gmund: TANK GPM Ft. Ft SEPARATION DISTANCES 1g Septic ❑Holding '' S.T.E.P. To Septic Atsonnion Lin Hoeing PuolwPrwinq Manufacturer,Capacity in gallons: From Tank Field Station Tank Sawa Ling 'A N /4N %L t C�'Yi'Yi Welh..� 13a 1(00 14o to Material: sT 1 Number of Compartments: Z Wai re lav[ iao t la.o t — - LIFT STATION Lot Line 17 0 IV 151111* " Size in gaManufacturer. 1-70 1 L111<0,3: 131 D e %/ Foundation b X10 i0 — "Pump on" level at: '• -Pump ofr'yel'11t: 1�1 High water alarm at Curtain Iv D L Pump Make a Modes Electrical Inspections pertormed by. Drain 1 <✓ Remarks: BENCH MARK C Location and Description: 2 � 11A (�J!(Q/ Ii�1 T� e Assumed Elevation: aAe) ENGINEERS SEAL w1` f w e� • r• Inspections performed by: e S Dates: is 'w �' e t•' •I.M:. r' 2n , /,., .;,:. S .....�(��c Department of Health and Human Services approval - d Reviewed and approved by: Date: 3-/0•e� way 72-013 (Ran. am) MOA as J L _ _ _ _ _ _ _ _ _ _ _ _ _ \ -�'r�--------------------------- \ OF .......... !No* Ili � � \ � .'����������,• 49th III \ I 0 1 l .............. ........................ T .BEN SPURKLAND f 11 1 // I Jl I �\ ��c��fo,• No. CE -2225•' r�1•i I I 50 100- 150 200 050 300 I I �� I — STANDARD DRAIN FIELD \ \ SCALE., 1 - 100 FT. I i xTOTAL LENGTH, 20 FT i \ rOTAL DEPTH \ 8 R/ \ \ I V I ETTECTIVE ROCK DEP �TK 5 FT - 11 1 I f p /I 125P 4AL $ MC7ANK� II1I�A ! \ \\_ _ a u I \ 1 \ FORK OF LITTLE CAMPBELL CREEK— 1 i g AC 39.48D �44 AS 31 —� �rG45 i I1 I � �� � �� i►fr�lt I I SIOCYCLE 6000 ! 2. ' ' ••'.1 I A •\ — — 1 20 DRAINAGE ESMR I I SWING TIES: AC 15.7 FT B DROOM I 1 I I BC 18.7 SFR •:•:.� I I 1 I AD 30.0 BD 210 F BENCH MARK 1 I 1 I fG 95.7 f i fG 918 '• 1 I :. •:. £H 95.0 "':' I I FH 95.4 O /3 'h `::. ':i::.`•:T815I7HG:8DAR:�NRY:; >:2;<:: r.;; i : i I I STANDARD DRAINfIELDS 11 1 TTOTAL OTAL LENGTH 2 X 5S FT D HWIDTH i I 1 TOTAL DEPTH 5 FT X I I I / FILTER SAND 3 fl GROUND WATER MONITOR I I I I f?£CTIVE ROCK DEPTH �. fr I I I I VACANT I I I BENCH MARK; BOTTOM SIDING ASSUMCD ELfV. 100.00 FT l03 V/ Jf H. AVE" r.e. I I THE SUAIAHT SUED. %RACT A-1 SEPTIC SYSTEM AS BUILT 203 V/ K. 9 AVENUE DATE. • NOV. 21, 1999 (NCM. AK. 99501 STEVE AGNI SHEET: 1 3 GRID. 2739 1907) 779-3916 PERMIT # SW980175 PID k 015-236-05 TSUMA-12NIG / ////.I/ IIIf`1 /I • T./..• INSULATED OVER I' LINE AIRCOMPRfSSOR AND SEPTIC TANK 4' TEE I' NIPPLE INV. EL. 88.4 O , IINV. EL 88.5 LEGEND: 1. PRIMARY TREATMENT SEPTIC TANK 2. AERATION TANK J. CLARIFICATION TANK 4. DISCHARGE TANK 5. SOIL ABSORPTION r77777777»77si `, AIR LINES =..� ,' ND BACKFILL .9'-4 O" S'-2' MIN J O ,, 6'-0• MAX 1 4 BIOCYCLE 6000 2 X S X SO ORAINFIELDS 5 F7 TOTAL DEPTH J fT FILTER SAND 0.5 fT EFFECTIVE ROCK 3 FT COVER PVC WITH 1/8' HOLES AT 30' ii— arcrNT GROUND LEVEL wc. "r". -'••; 7='�♦ — _ _ _ — — 101.7 Er ./�!( E -Y1♦ ri�r��r��rfUnunvnvl 't�"c�-t� I/ a .• 101. 49th z ♦ •.• •,• •,• .�••1 + ` '.� BOT H .�...•,• • . . b 98. / fI LAKE OTIS GRA' EfR C� NO. CE -2225 ti GROUNDWATER ♦♦ �♦� DFESS :��• NO SCALE �QlklkqkqL" AS BUILT BENCH MARK • BOTTOM SIDING ASSUMED ELEVATION 100.00 FT TOB203 W1 1h Ave AND P.E. THE SUMMIT SID TRACT A-1 WASTEWATER SYSTEM SCHEMATIC 203 Y/l5th Ave Anchoro a Ak 99501 BIDCYCLE VASTE VA TER SYSTEDATE.- SHEET.' NOV. 22, 199739 o- ;o PERMIT k SW980/75 PID N 015-236-05 TSUMA-13.DVG LOCATION OF WELL SGtJ 9�Q /75' 11 BOROUGH6umv:ISION EOT 6lOCx LOCATIQN/ KC Eche E D OCT 27 199a STATE OF ALASKA DEPARTMENT OF NATURAL RESOURCES DIVISION OF MINING & WATER MGMT /t- O,S `WATER WELL RECORD i/ 6ECTIONGTRS. SECTION TOWNSHIP RANGE M RIGIAN ON ❑E ❑S ❑W LL STVve A r1i 04y # 2yS�dao M{{gg It 99 top ❑ground surface WELL DEPTH: DATE OF COMPLETION Depth of hf0ole: ft Depth Depth of casing: ft— ou I / 9 Er From To DEP STATIC WATER LEVEL: Z 1t below C34op of casing ❑ ground surface Date: L METHOD OF DRILLING: �ir rotary 11 cable tool Z. ❑ other -- I USE OF WELL: adomestic ❑ irrigation ❑ monitor P JNI ❑ public supply ❑ other n CASING STICK•UP� It. Diam: 1e in- td BCa. PUMPING LEVEL AND YIELD: -Zj2—&. 1t after 0;7- his pumping_gpm PUMP INTAKE DEPTH: it Horsepower: WELL DISINFECTED UPON COMPLETION7--�Q YES ❑ NO WMARKS: PLEASE MAIL WHITE COPY OF LOG TO: DNR/DIVISION OF MINING & WATER MGMT 3601 C St. Suite 800 ANCHORAGE AK 99503-5935 Phone (9071269.8639. Fax (907)562-1384 = - • --. In. to S O WELL INTAKE OPENING TYPE: ❑ open end . ❑ screened ❑ perforated Aopen hole �(F Depths of openings: to ft % SCREEN TYPE: Diam: in. Slot/Mesh Size: Length: It ..s / % p GRAVEL PACK TYPE: Volume used: _ Depth to top: ©'4J GROUT TYPE: e: 7 Depth: from ft to It DEVELOPMENT METHOD: -Gin _ PUMPING LEVEL AND YIELD: -Zj2—&. 1t after 0;7- his pumping_gpm PUMP INTAKE DEPTH: it Horsepower: WELL DISINFECTED UPON COMPLETION7--�Q YES ❑ NO WMARKS: PLEASE MAIL WHITE COPY OF LOG TO: DNR/DIVISION OF MINING & WATER MGMT 3601 C St. Suite 800 ANCHORAGE AK 99503-5935 Phone (9071269.8639. Fax (907)562-1384 = cw� PAGE 1 OF 2 MUNICIPALITY OF ANCHORAGE DEPARTMENT OF HEALTH AND HUMAN SERVICES P.O. BOX 196650, 825 "L" STREET, ROOM 502 ANCHORAGE, ALASKA 99519-6650 ON-SITE WELL AND WASTEWATER DISPOSAL SYSTEM PERMIT PERMIT NUMBER:SW980175 DATE ISSUED: 6/15/98 DESIGN ENGINEER:TOBBEN SPURKLAND, P.E. EXPIRATION DATE: 6/15/99 OWNER NAME:AGNI STEPHEN M & OWNER ADDRESS:5011 JEWEL LAKE ROAD i�Ul�ol- ANCHORAGE, ALASKA 99502 PARCEL ID:01523605 LEGAL DESCRIPTION: THE SUMMIT TR Al LOT SIZE: 336043 (SQ. FT.) NUMBER OF BEDROOMS: rTHIS PERMIT: 13 - THIS PERMIT IS FOR THE CONSTRUCTION OF: DISPOSAL FIELD /SEPTIC TANK / WELL SYSTEM ALL CONSTRUCTION MUST BE IN ACCORDANCE WITH: I. THE ATTACHED APPROVED DESIGN. 2. ALL REQUIREMENTS SPECIFIED IN ANCHORAGE MUNICIPAL CODE CHAPTERS 15.55 AND 15.65 AND THE STATE OF ALASKA WASTEWATER DISPOSAL REGULATIONS (18AAC72) AND DRINKING WATER REGULATIONS (18AAC80). 3. THE ENGINEER MUST NOTIFY DHHS AT LEAST 2 HOURS PRIOR TO EACH INSPECTION. PROVIDE NOTIFICATION BY CALLING 343-4744 ( 24 HOURS ) . (NOT REQUIRED FOR WELL ONLY PERMIT) 4. FROM OCTOBER 15 TO APRIL 15 A SUBSURFACE SOIL ABSORPTION SYSTEM UNDER CONSTRUCTION DURING FREEZING WEATHER MUST BE EITHER: A. OPENED AND CLOSED ON THE SAME DAY B. COVERED, SEALED AND HEATED TO PREVENT FREEZING 5. THE FOLLOWING SPECIAL PROVISIONS. SPECIAL PROVISIONS: THE SAND USED IN THE FILTER LAYER MUST -BE A CLEAN COARSE' "SAND WITH 0 OR LESS PASSING THE #100 SIEVE AND 2$ OR LESS !;PASSING THE #200 SIEVE. A SIEVE ANALYSIS MUST BE PROVIDED 'OR THE SAND OBTAINED FROM AU APPROVED SOURCE. "A MINIMUM OF TWO(2) FEET OF SAND SHALL BE USED TO PLACE THE iFINAL DEPTH OF THE BOTTOM OF SEWER ROCK AT NO DEEPER THAN ill THREE (3) FEET Dfb9W--9R;QZPAL GRADE. RECEIVED B DATE • & ` I ` (} ISSUED BY:Z/� W p lift DATE:(9—/S� Oa6 f u jfm i ?E O -9 A' AOD,�Na,�,l f To is F�6e B�DROA•tT FR Owa ! !v ,!' 14N0 Par g S fOTiG %NK iN pR/oR re Tae 8/0cr T.SPURKLAND P.E. 203 NV. 15th. AVE. SUITE 203 ANCHORAGE, ALASKA 99501 (907) 279-3916 Fax (907)-276-6013 Daniel J. Roth Municipality of Anchorage Department of Health and Social Services 825 L Street Anchorage, Alaska 99501 Subject: Permit # SW980282 The Summit Tr. Al Parcel Id 015-236-05 Gentlemen; May 3, 1999 RECEIVED MAY 4 1999 Municipality of Anchorage Dept. Health & Human Services This permit was issued for four bedrooms. The owner wants a five bedroom system installed. On advice from Gus Andress, BioCycle Alaska, I am submitting a new design, showing a 1000 gallon septic tank installed in front of the BioCycle Unit. The septic tank is used for settlement and sludge accumulation, while all aeration and treatment takes place in the BioCycle unit. This design has been used successfully in past for 5 and 6 bedroom units. The drainfield has also be enlarged to a total absorption area of 468 sq.ft. The original design was based on a soil rating of 1.6 gal per sq ft, or 93.75 sq ft per bedroom. Please review and address any comments to me. Yours t T. Sp land P.E. I - AVELI I. If'I II I Tln II INSULATE OVER I' LIKE AIRCOMPRCSSOR r !I AND SEPTIC TANK A AIR LINES I' TCC ____ ,' - « I' NIPPLE I -• ,' ND BACKr/CL ,9'-4" - . (('JJ .' .)L T OS O ' 5'-2' MIN O 6'-0' MAX ' II ' —lj . . . . . . . .—� BIOCYCLE 6000 LEGEND: 1. PRIMARY TREATMENT, SEPTIC TANK 2. AERATION TANK 2 X 5 X 50 DRAINTICLOS J. CLARIFICATION TANK 3-5 rT TOTAL DEPTH R 1-S RCTCR SAND 4. DISCHARGE TANK 0.5 rT £rr£CNVE ROCK 5. SOIL ABSORPTION 3 FT COVER 1-0 PVC WITH 1/8' HOLES AT 49th SPURKLAND i i rpr rNT GROUND L£VrL f 00 0;0800 0V0"l,"0"0-0 FILTER SAND SILT BARRIER GROUNDWATER II#ItftFFS �P4p� NO SCALE REVISED: APRIL 16, 1999 ADDED 1000 GAL SEPTIC TANK 20BBEN th Ave AND P.E. THE SUMMIT SIR TRACT A -1 WASTEWATER SYSTEM SCHEMATIC 203 Vrage Ave11 DATE: MAY 14, 1998 Anco orgo Ak 99501 B1L7CYCLE WASTE WATER SYSTEM SHEET 3 3 GRID: 2739 PERMIT # SW980175 PID # 015-236-05 TSUMA-13DW6 The proposed residence will be located approximately 200 feet from the equestrian center. All groundwater monitors adjacent to the building site show groundwater at shallow depth. ( 6-8 feet) A conventional septic system is not possible and a BioCycle installation is suggested. Percolation tests were performed on either side of the proposed drain field. The testholes excavated for the percolation test showed a plastic sandy silt overlaying a fine sand. The thickness of the silt layer was 3 feet in one testhole and 5 feet in the second. This silt was judged unsuitable for absorption. The fine sand perc'ed similar rates in the two testholes, 6 minutes and 8 minutes respectively, suggesting an loading rate of 1.6 gallons per sq R per day. To obtain the required 4 feet separation to groundwater at least one foot of imported sand will be required. The design for the residence is based on the following: Groundwater at 6 feet BioCycle System 5 -bedroom Residence Loading Rate: 1.6 gal per sq R Required Absorption Area: 750/1.6 = 468 sq ft Use 5 -Wide Required Length: 468 / 5= 94 R Use two trenches: 50 ft Septic System Design Tract A-1 The Summit Subdivision 2 SYSTEM CONFIGURATION: 1000 GAL. SEPTIC TANK BIOCYCLE STANDARD TRENCH TOTAL LENGTH: 2 X 50 FT TOTAL WIDTH: 5 FT TOTAL DEPTH: TO BOTTOM OF SILT 3-5 FT EFFECTIVE ROCK DEPTH: 0.5 FT FILTERSAND AS REQUIRED 1-3 FEET COVER: 3FT TOTAL The installation of these septic system will not prevent wells from being installed on the adjacent lots. The proposed septic system will not change the general slope of the area. Ponding and/or concentration of surface runoff will not result from this installation. Septic System Design Tmct A4 The Summit Subdivision 3 T.S-PURKLAND P.E. 203 W 15th. Avenue, Suite 203 ANCHORAGE, ALASKA 99501 (907)279-3916 Fax (907)-276-6013 SEPTIC SYSTEM DESIGN TRACT A-1 THE SUMMIT SUBDIVISION EQUESTRIAN ARENA Municipality of Anchorage May 19, 1998 Department of Health and Social Services 8201 Street Anchorage, Alaska 99501 We are submitting an application for the installation of a well and two septic systems for this lot. The submittal consists of three (3) drawings showing the proposed improvements of the lot, of which only the well and septic systems are subject to this permit application, (sheet 1/3), and schematics of the septic systems, (sheets 2/3 and 3/3 ). Soil logs and percolation tests of applicable testholes are also enclosed. This property is a large tract that at one time was considered for a subdivision. A multitude of groundwater monitor tubes have been installed and most of then show groundwater at very shallow depth. Standing water was observed at many locations during breakup, as well as flowing water in several drainage ditches. The owner of this property intends to erect an equestrian center and a private residence on this tract. The equestrian center will contain one lavatory and one commercial type laundry facility to clean horse blankets and other items utilized in the care of the horses. The daily water flow from this center is not expected to be heavy, less than 150 gallons per day, but it is possible that lint and hair will be flushed into the septic system. To prevent clogging of the drainfield I suggest installing an effluent filter on the septic tank. Hopefully this filter will prevent lint and other floating substances to reach the drain field. A 17 feet deep groundwater monitor tube is located adjacent to the proposed drainfield. This monitor tube was dry when inspected at the height of breakup this year. ( April 30, 1998) Testhole #I show the soilconditions down to 11 feet at this location. Based on the percolation rate observed on April 30, 1998 at a depth of 5 feet, the following design is proposed. Septic System Design Tract A•1 The Summit Subdivision No Ground Water or Impervious Layer to 17 ft. Use Standard Trench Soil Rating. From Testholes 4-30-98 15 min/in = 0.8 gal per sq.ft/day Average Daily Water Use Required Area : 150/.8 Testhole depth i l feet Bottom Rock At 8 feet Top Rock At 3 feet 150 gallons = 187.5 sq.ft. Rock Depth 5 feet Total Trench Length 187.5 / 10 = 18.75 ft. SYSTEM CONFIGURATION STANDARD TRENCH TOTAL LENGTH 20 FT TOTAL WIDTH 2 FT TOTAL DEPTH 8 FT ROCK DEPTH 5 FT COVER 3 FT SEPTIC TANK 1000 GAL with Orenco Model 1248 Effluent Filter The proposed residence will be located approximately 200 feet from the equestrian center. All groundwater monitors adjacent to the building site show groundwater at shallow depth. ( 6-8 feet) A conventional septic system is not possible and a BioCycle installation is suggested. Percolation tests were performed on either side of the proposed drain field. The testholes excavated for the percolation test showed a plastic sandy silt overlaying a fine sand. The thickness of the silt layer was 3 feet in one testhole and 5 feet in the second. This silt was judged unsuitable for absorption. The fine sand perc'ed similar rates in the two testholes, 6 minutes and 8 minutes respectively, suggesting an loading rate of 1.6 gallons per sq ft per day. To obtain the required 4 feet separation to groundwater at least one foot of imported sand will be required. The design for the residence is based on the following: Groundwater at 6 feet BioCycle System 4 -bedroom Residence Loading Rate: 1.6 gal per sq ft Required Absorption Area: 600/1.6 = 375 sq ft Use 5 -Wide Required Length: 375 / 5= 75 ft Use two trenches : 40 ft Septic System Design Tract A-1 The Summit Subdivision 2 SYSTEM CONFIGURATION: BIOCYCLE STANDARD TRENCH TOTAL LENGTH: 2 X 40 FT TOTAL WIDTH: 5 FT TOTAL DEPTH: 2 FT EFFECTIVE ROCK DEPTH: FILTERSAND AS REQUIRED COVER: 3 FT 0.5 FT MINIMUM 1 FOOT TOTAL The installation of these septic system will not prevent wells from being installed on the adjacent lots. The proposed septic system will not change the general slope of the area. Ponding and/or concentration of surface runoff will not result from this installation. Septic System Design Tract A-1 The Summit Subdivision F ' �V.` •tENGI EERS SEAL • .. • Municipality of Anchorage •' "' •'•'••'•" DEPARTMENT OF HEALTH & HUMAN SERVICES ••• 825 "L" Street, Anchorage, Alaska 99502-0650 t"I 1 SOILS LOG --• PERCOLATION TEST �t � .. • CE -:125 1 <<• w . C j� ....•• .ff.'s.. PERFORMED FOR:SYt 11< .., DATE PERFORMED: •] Y/SJ[d"Y' LEGAL DESCRIPTION:�. _ teL/44 Tl�t Township Range, Section: T!L< S/0 1 2 S« -14A Se 1 3 4- 5 6- --_--- 7 7 +• SM 8- • •, f N 1_ � 9 i., ,F to 11 12 13 14 15 16 17 18 19 20 WAS GROUNDWATER �I D ENCOUNTERED] IF VES, AT WHAT rTLIS�1M L DEPTH? �..I. j 0 P E Depth D Wtter Atter Moniunng7 pate; y b0 9 6 SITE J PERCOLATION RATE't )minuleslmtft) PERC HOLE DIAMETER yr 0 F TES i RUN BETWEEN �• FT AND Or 2-1 FT COMMENTS s PERFORMED BY: i • S _ I f , CERTIFY THAT THIS TEST WAS PERFORMED IN ACCORDANCE WITH ALLSTATE AND MUNICIPAL GU4 ELINES IN EFFECT ON THIS DATE. DATE: 72-008 (Rev. 4185) --_--- J PERCOLATION RATE't )minuleslmtft) PERC HOLE DIAMETER yr 0 F TES i RUN BETWEEN �• FT AND Or 2-1 FT COMMENTS s PERFORMED BY: i • S _ I f , CERTIFY THAT THIS TEST WAS PERFORMED IN ACCORDANCE WITH ALLSTATE AND MUNICIPAL GU4 ELINES IN EFFECT ON THIS DATE. DATE: 72-008 (Rev. 4185) 14 u3 • Municipality of Anchorage DEPARTMENT OF 1{EALTH & HUMAN SERVICES 825 "L" Street, Anchorage, Alaska 99502-0650 SOILS LOG -- PERCOLATION TEST 1•' �.. '.' JENGu4EEA,s SEAL) e ....L4<�lt t, �•. CL -2." ...�., `i PERFORMED FOR: !S44—,yE A116L DATE PERFORMED: 11-50 LEGAL h L SL�.kq w�i'i' S i_ 1 O IL6 AH lC �j 2 sa..�cly♦ Si i+ 3 4 5 6- 7 8 9 10 11 12 13 14 15 16 17 18 19 20 COMMENTS Township, Section: WAS GROUNDWATER ENCOUNTERED? _ w 1 ♦ S IF YES, AT WHAT L DEPTH? O P E Depth In Waler After ManilvinD7 Oae: JITE PERCOLATION RATE (minulevinch) PERC HOLE DIAMETER 1 TEST RUN BETWEEN y, FT AND �1_FT PERFORMED BY: - S I S CERTIFY THAT THIS TEST WAS PERFORMED IN ACCORDANCE WITH ALLSTATE AND MUNICIPAL GUIDELINES IN EFFECT ON THIS DATE. DATE: 72-008 (Rev. 4/85) _ _ _ _ _ _ --i r----------------- -- ---_ _ -- .� OF A III 1 I is ,i '�[! �} ♦i I z 49th . ` t i //� / I I ♦♦Cit TOB -N $PURKLAND rF ♦♦ fl., NO. CE -2225 ri I I III \ I # °... 'STANDARD DRAINfIE( n \ 1 ♦♦ �'ka\ Sa�U���'•• I TOTAL LENGfT� V I 'W(OTA44 DE/1N 8 a —� ROCK DEPTH 5, FT SQ 50 100 150 1?00 250 300 I �SCALE., 1' = 100 FT, I I I LITTLE CANPBCLL CREEK- - - - \ V — TJ 610 -0 III ire 1 20' DRAINAGE ESMTT, I I BIOCYCLE 6000 I I PROPOSED I t l Sf�EDR00Ll Itl II 3 III I I �/J ' EXISTING ROAD WAY r I I STANDARD DRAINFIELDS- I t l TOTAL LENGTH 1 X 40 FT TOTAL WIDTH 5 F )t t l TOTAL DEPTH 3 FT / I FILTER SAND 1 FT I I I I EfFECAVE ROCK DEPTH � SlfT I Ix 4v/VACANT I I I I I I I 00DEN SAVENUE P.E.LAND 203 V/ 15TH. AME SUANIT SURD. TRACT A -I SEPTIC SYSTEM DESIGN 2 ANCH. AK. 99501 DATE. • MAY 14, 1998 907 279-3916 11 STEVE AGNI SHEET. • 1/3 GRID. 2739 PERMIT B SW980XXX PID # YY TSUMA-12.DWG 4-INCH INSULATION 1-1/4 PVC WITH 1/8' UTO HOLES AT JO' O OC(D 1 O1-1/4 1 PVC WITH 1/8' HOLES AT 30' MTQ 2 X 2 X 40 DRAINFIELD 2 FT TOTAL DEPTH 0.5 FT EFFECTIVE ROCK 3 FT COVER —� r— A/RCOYPRfSSOR 1 FT FILTER SAND • AlR I �.•• I. 7T7Tt�_�7 I I- i � 6" MIN I.., SAND BACKnLL ;o000unuoVo-o-o 1 J O 4 rT 5'-2' l8N . IO , TER SAND SILT BARRIER FILTER GROUND 6'-0' MAX IIA TER NO IHPfR. J+ LAYER '. NO SCALE BIOCYCL£ 6000 LEGEND: I. PRIMARY TREATMENT, SEPTIC TANK 1. AERATION TANK J. CLARIFICATION TANK ..OF A ♦♦1♦♦ 4. DISCHARGE TANK 5. SOIL ABSORPTION ...... N ` ♦� «W: 49th lr } 0 0.......:.«.. ...........«««« • TO iEN SPURKLANO Lt]f;��,; ♦��U,/'y[ No. cE-2225 � _� i 203 P11 sFURve P.E. THE SUMMIT 203 Y/!5!h Ave SD TRACT A-1 WASTEWATER SYST£u SCHf:1ATIC Anchoro a Ak 99501 BIOCYCLE VASTE VATER SYSTEM DATE,MAY °- 14, 1998 SHEET' 213 GRID: 2739 PERMIT # Sw98xxx PID k TSUMA-13DVG Municipality of Anchorage Development Services Department Building Safety Division �;? i On-Sile Water and Wastewater Program, 4700 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. Sul 9902 BZ PID Number: 015 -Z36- OS Name S ievG Wastewater System: &New ❑ Upgrade Aetrasa 5011 JCIJe1 tAke Rode, ABSORPTION FIELD P11pf1° Number W 6atraans Ieep TrsMl O She "Trench O eat 0 Maurq 0 Otter. LEGAL DESCRIPTION Sof Root; OI a TOW Depth than agino grWa. Bloat. La S,L*1MNM' TrACI' A TheM GPDIFIr DeWI a ppe bottom ham appal pate 9.0 FI. Gravy taPm pxaetn pp. 1 Tovmanlp Range Seaan' FI. FA ateeta aigno tFsae S FI of" Length t 1 L FI. ZO FI. Well: ❑New ❑Upgrade GrawX l.btn_ 5 N umher Inas. l a Dlslarw pelreen eae: Ces•erauan (Pmale_ A B. CI_ Taal Deem casae to I Ft. Tar epsad,m rea F1 Pse ktatena. FI. Ft Q00 a NDPE- F61H-y6 3o3,iF$I DrMer Dale Dmw stM4 Wats L" nnBer V R. NGn Dae nsiallat. 8 Ft Yale Pero SN at crimp slegm Ao Crone OrY r11rAC 1 /Y Q8 GPM FI. FI TANK SEPARATION DISTANCES odseptic ❑ Holding ❑ S.T.E.P. ❑ Other. To Septic Absorption Lift Holding ublic(Pnvateaaaw' op ly From Tank Field Station Tank Sewer Line n OCG Tank 1Z 50 Gal wan tIDO IW — Malnel J $eel Nu acalW✓tmenls Z s faaewaler 115 120 — — LIFT STATION La LineI � 20 — — �•W.. Gal FowOaron 1 O l 'Pump are evN a1 Ptn W ae' awl N high .81Wsxm at in in h C VIan bran -+ Pump Matra b Molal Elect " Mpectmro Wc,nn t by Remarks R. liar r. o n' v BENCH MARK SQ i1%Alla Localmn re Descnpuon. -Top rA Fou n Cole—, Assumae lernan Ft I� P OF AC�v,�) wi Inspections performed by:—115166ens�uri< I4 1r! Dates: 1" 81 9049TH / 2nd 8 Development Services Department Approval /! �� Reviewed and approved by: Date: 3- ] 6'0 (v CE2223 !+I` p��i • �_= �c`�\`� _ _ _ _ _ _ _ _ _ _ _ - - --I �r - - - - - - - - - - - - - - - - - - - - - - - - - - - \ i •••(E.OF 'v tb I III \ \ l / •��p� ,... SI # 49th lr >� 10 I ............»...........i I T BEN SPURKLAN = No. EE -2225 ,°��: I I HylI/ ��/// `��-•\\\ I •♦••���oil Es ••c•• I ss JI I I j - \ \ SQ 50 100 150 200 250 300 1 I it I - 1 STANDARD BRAIN MID \ \ SCAL£r 1' = 100 rT. I i XTOTAL LENGTH', 20 CT \ LOTAL DEPTH \ 8 PT/ � \ \ 1 V 1 UrECTlYr ROCK CggTTK 5 CT- �I I I E p /i 125f) eL SCPAC-7ANK� LITTLE CAMPBELL CREEK- z ( 3fv TIES:24 FT BD 44 34 �8£ 45 III 20' DRAINAGE CSMT. 1 I I PROPOSED y I -BEDROOM III SER SSS III 1 I I III/� O /3••h',i;:;::;:::i'.Yf�'IM(7t:RDAi.'7:iYRY:�i:�:��:�:�:�:�:�:�# I III / x GROUND WATER MONITOR I I I I � � II I I I I I I 108BEN'5PURKLANO P.£. 203 W 15TH. AVENUE WE 'SUBMIT SURD. TRACT A-1 SEPTIC SYSTEM AS BUILT ANCH. AK. 99501 EOUISTRIAN CENTER DATE: AUG. 26, 1998 907 279-3916 STEVE AGNI SHEET., 1/3 GRID: 2739 PERMIT # SW980282 PID # 015-236-05 TSUMA-12DWG Clean Out Monitor Standard Trench, 2' Vote 20' L ong 8' Deep 5' Sewer rock 3' Cover i vJ•.••• L7-9, 49th {� 49th /\ �? $ Double Clean Outs 1250 gal Septic tank Foundation Clean out NO SCALE if 93.8 GED TEXTIL E— 88.B 5 Ft oP Septic Rock Cleanout Monitor 3' Cover NO SCALE ?J=N SPURKLAND No. CE -2225 •-i !'R17FESS1���� 4' Mn Cover over Tank 1£ 94.88 88.9 omco £££LO£NT nLT£R 1248 1250 gal. septic tank ANCHORAO£ TANK BENCH MARK: TOP FOUNDATION ASSUMED ELEV. 100.00 TOB203 W1 th Ave AND P.E. T11E SUMMIT SID TRACT A-1 SEPTIC SYSTEM AS BUILT 203 W15th Ave Anchorage Ak 99501 EOUESTRIAN CENTER DATE AUG. 26, 1998 SEPTIC SCHEMATIC SHEET- 3/3 GRID: 2739 PERMIT # SV990282 PID N 015-236-05 TSUMA-14.DVG MUNICIPALITY OF ANCHORAGE Department of Health and Human Services On -Site Services Program Q" \ 825 L Street, Room 502 P.O. Box 196650, Anchorage, AK 99519-6650 (907) 343-4744 ONSITE WASTEWATER DISPOSAL SYSTEM PERMIT 3P� Initial S V Date Issued: Aug 05, 1998 Expiration Date: Aug 05, 1999 Permit Number: SW980282 Parcel ID: 015-236-05 Legal Description: THE SUMMIT TR Al /1 Design Engineer.-7—�1"o ham-^ ��`�"t�D"�� Site Address: 011744 HILLSIDE DR Owner Name: STEVE AGNI Lot Size: 336043 SQ. FT. Owner Address: 5011 JEWEL LAKE ROAD Total Bedrooms: 1 Permit Bedrooms: 1 ANCHORAGE. AK 99502 - This permit is for the construction of. r✓ Disposal Field 0✓ Septic Tank Holding Tank ❑ Privy ❑ Private Well El Water Storage All construction must be in accordance with: 1. The attached approved design. 2. All requirements specified in Anchorage Municipal Code Chapters 15.55 and 15.65 and the State of Alaska Wastewater Disposal Regulations (18AAC72) and Drinking Water Regulations (18AAC80 ). 3. The engineer must notify DHHS at least 2 hours prior to each inspection. Provide notification by calling (907) 343-4744 (24 hours). ( Not required for a Water Supply Permit only). 4. From October 15 to April 15, a subsurface soil absorption system under construction during freezing weather must be either. A. Open and closed on the same day. B. Covered, sealed, and heated to prevent freezing. 5. The following special provisions. THIS PERMIT ISSUED FOR THE CONSTRUCTION OF A WASTEWATER SYSTEM FOR THE EQUISTRIAN CENTER ON THIS PROPERTY. Received By: Issued Date: T.SPURKLAND P.E. 203 W. 15th. AVE. SUITE 203 ANCHORAGE, ALASKA 99501 (907) 279-3916 Fax (907)-276-6013 Dan Roth Municipality of Anchorage Department of Health and Social Services 820I Street Anchorage, Alaska 99501 Subject: Pink Sheet, Tract A-1 The Summit S/D Gentlemen; June 8, 1998 Comment 1. The design shows a standard 5 -wide trench, with 6 inches of rock. An imported sand layer will locate the sewer rock the required 4 feet above the groundwater level, but within the un-perc'd sandy silt. The bottom of the imported sand is within the tested soil stratum. Comment 2. There is an existing groundwater monitor pipe within 20 feet of the proposed location for the trench for the equestrian center. The pipe is 17 feet deep as stated in the narrative accompanying the permit application. Groundwater or bedrock is not present. Comment 3. The lavatory will contain the standard wash basin, urinal and a toilet. The water flow from each of these units are 2.6 gallons per min., 1.0 gallons per flush, and 1.6 gallons per flush. These are Federal Standards in effect today and are not reflected in various previously published tables listing water demand of plumbing units or facilities. A heavy duty laundry washer uses about 40 gallons per complete cycle. The highest use will be with one laundry load together with the toilet and a 30 sec. hand wash. 110 gallons will be available for flushing. Ata rate of 2.9 gallons per flush and handwash, the facility can be visited 38 times on the days one laundry load is done, 52 times when no laundry is performed, and 20 times if two loads of laundry is washed. Comment 4. 1 am confident BioCycle of Alaska will comply with the Municipal approval regulations. Yours T. Spurkland P.E. _----_-_----_-_----_ — — — — — — — — — — — — — — — — — — — — — • OF �1 all •' 1 I � {s;:' 49th !\ ♦♦ \ I O....+...r.................... All...... .i I T BEN SPURKLAND j ''ry I t l /� I J I\ ♦��f� ,` No. EE -zees I I 50 ]Do 150 200 250 300 I I I _ STANDARD DRAIN f1£LD \ `\ SCALE.• 1' = 100 FT. .� j1 yTOTAL LENGTH 10 fT TOTAL DEPTH \ 8 R/ ItI £CDVC ROCK D£ K 5 R (ItI 1C0) AL SEPT ANKH ��% fORK Of L17LE CAdPOCLL CREEK Joroo �/ \ I III B/OCYCCC 6000 20• DRAINAGE [SMT. I I PROPOS£0 I t l SfREDROOU Itl I a III �p � M /J '•''1'''• aR(5�1'1G:8'!•kR�tH'�tY:�i�i�::�t:�::�::}:: I I STANDARD DRAINFI£LDS t TOTAL LENGTH 2 X 40 R 111111 I I TOTAL W10TH 5 f X III FILTER SANDWIN 1 R / + GROUND WATER MONITOR flL7£R SAND ! R I I I I [ff£CT1V£ ROCK DEPTH .5oR I I VACANT 1 I I I I I I "'°°`" 5TH.A ANUAVENUE r.t. ME SUAWIT SURD. TRACT A-1 SEPTIC SYSTEM DESIGN 203 Y/ 15TH. AVENUE ANCH. AK. 99501 DATE Y4Y • 1/3 J4GRID•2739 907 279-3916 STEVE ACNI SHEET. PERMIT N SV980XXX PID # yy TSUMA-12.DV6 No Ground Water or Impervious Layer to 17 ft. Use Standard Trench Soil Rating. From Testholcs 4-30-98 15 min/in = 0.8 gal per sq ft/day Average Daily Water Use Required Area : 150/.8 Testhole depth 1 I feet Bottom Rock At 8 feet 150 gallons = 187.5 sq.R. Top Rock At 3 feet Rock Depth 5 feet Total Trench Length 187.5 / 10 = 18.75 ft. SYSTEM CONFIGURATION STANDARD TRENCII TOTAL LENGTH 20 FT TOTAL WIDTH 2 FT TOTAL DEPTH 8 FT ROCK DEPTH 5 FT COVER 3 FT SEPTIC TANK 1000 GAL with Orenco Model 1248 Effluent Filter The proposed residence will be located approximately 200 feet from the equestrian center. All groundwater monitors adjacent to the building site show groundwater at shallow depth. ( 6-8 feet) A conventional septic system is not possible and a BioCycle installation is suggested. Percolation tests were performed on either side of the proposed drain field. The testholes excavated for the percolation test showed a plastic sandy silt overlaying a fine sand. The thickness of the silt layer was 3 feet in one testhole and 5 feet in the second. This silt was judged unsuitable for absorption. The fine sand perc'ed similar rates in the two testholes, 6 minutes and 8 minutes respectively, suggesting an loading rate of 1.6 gallons per sq ft per day. To obtain the required 4 feet separation to groundwater at least one foot of imported sand will be required. The design for the residence is based on the following: Groundwater at 6 feet BioCycle System 4 -bedroom Residence Loading Rate: 1.6 gal per sq ft Required Absorption Area: 600/1.6 = 375 sq ft Use 5 -Wide Required Length: 375 / 5= 75 ft Use two trenches : 40 ft Septic system Design Trod A-1 The Summit Subdivision PERFORMED LEGAL DESCRIP DEPTH (FEET) 1 � b o • 1 2 • 3- 1, d 4 Io IA, s o I� 5 d'e• 6- 7-1. 7 1 13 14 15 16 S 1k}µ1 a livrie- 3a�•. Municipality of Anchorage DEPARTMENT OF HEALTH & HUMAN SERVICES 825 "L" Street, Anchorage, Alaska 99502-0650 SOILS LOG -• PERCOLATION TEST Si Ry(,ro,.✓eQ am F; ti a Sa K CQ SP'sm 17 18- 19- 20- COMMENTS 81920 COMMENTS Township, ',--,(ENGINEER'S SEAL) qq C< «< DATE PERFORMED`. Section: WAS GROUND WATER ENCOUNTERED? I%to S IF YES, AT WHAT L DEPTH? Dr 0 I-71 O J) 4P E 9eglh la Water Alter Monitoring? — pate: � 48 t PLAN PERCOLATION RATE_'( (mmutevmeh) PERC HOLE DIAMETER I TEST RUN BETWEEN b 2' FT AND LFT PERFORMED BY: , 5 1 - 7,-,4 CERTIFY THAT THIS TEST WAS PERFORMED IN ACCORDANCE WITH ALL STATE AND MUNICIPAL GUIDELINES IN EFFECT ON THIS DATE. DATE: 72-009 (Rev. I/85) Monitor Clean Out NO SCALE GE17TEXTIL E 5 ft of Septic Rock Standard Trench: 2' Wide 20' Long 8' Deep 5' Sewer rock 3' Cover Cleanouts Monitor 4' Topsoil 3' Cover NO SCALE O 1000 gal Septic tank CMO- Ln o-Ln 0 G a d V d 0 O - Exist. Ground 4' Min Cover EFFLUENT FILTER 1148 1000 got septic tank ANCNORACE TANK ASSUMED ELEV. 100.00 I 103 W1 th Ave AN_ P.L. THE SUMMIT SID TRACT A-1 SEPTIC SYSTEM DESIGN I Anchorage orage Ave fOUESTRIAN CENTER DATE- MAY 14, 1998 Anchornge Ak 99501 SEPTIC SCHEMATIC 11 SHEET PERMIT k SW98XXXX PID k YY TSUMA-14DW6 I fi >> •`�f•,, �f, y f Y 1; t, c' O 1000 gal Septic tank CMO- Ln o-Ln 0 G a d V d 0 O - Exist. Ground 4' Min Cover EFFLUENT FILTER 1148 1000 got septic tank ANCNORACE TANK ASSUMED ELEV. 100.00 I 103 W1 th Ave AN_ P.L. THE SUMMIT SID TRACT A-1 SEPTIC SYSTEM DESIGN I Anchorage orage Ave fOUESTRIAN CENTER DATE- MAY 14, 1998 Anchornge Ak 99501 SEPTIC SCHEMATIC 11 SHEET PERMIT k SW98XXXX PID k YY TSUMA-14DW6 I PROPERTY OWNER AGREEMENT FOR THE MAINTENANCE OF AN ON-SITE WASTEWATER DISPOSAL 14 SYSTEM This agreement, dated ©9Q, is made between the Municipality of Anchorage Department of Health and Human Services (DHHS) and the property owner(s) of: S This agreement is made for the purpose of maintaining an on-site wastewater disposal system on the subject property. - The property owners agree to the following: Submit to the Municipality of Anchorage, on an annual basis, an inspection and operation statement from a registered professional engineer. This inspection and - operation statement shall verify that the engineer has inspected all effluent and air Pumps, timers, and alarms, and that any deficiencies have been repaired and that the System is functioning as designed. �i (Signature) 7(( (-&•ALL= �'i� A ,a ►i - (Printed Name) �'illill�Di. -..%did-fd/��,:�� �. (Printed Name) ------------------------------N?tarize Here ---------------------------- State ofas�On th,s 21 day of ^fjwr',,�^ 2CUD fG C A pe-sonally appeared before me,r, t/who is personally known to me whose identity I proved on the basis of whose identitrr I proved on the bath/affirmation of a credible witness to be the signer of the above document, and he/she acknowledged that he/she signed it. ( Notary P lib c-�`— My commission expires d '�. Municipality of Anchorage • Development Services Department Building Safety Division ; i On -Site Water and Wastewater Program 4700 South Bragaw St. P.O. Box 196650 Anchorage, AK 99519-6650 www.ci.anchorage.ak.us (907)343-7904 CERTIFICATE OF HEALTH AUTHORITY APPROVAL FOR A SINGLE FAMILY DWELLING Parcel I.D. b15'o'17%- 0� HAA# 05'051` Expiration Date: 1. GENERAL INFORMATION Complete legal description Tht S4~,;} Tr cA Al Location (site address or directions) I1i99 Il;lls;dc Or;yc. Current Property owner(s) Day phone 39S- 9SSq Mailing address Lending agency Day phone Mailing address Real Estate Agent La,rry Ast,cr Day phone 3GO-S7Sq Mailing Address Unless otherwise requested, HAA will be held by DSD for pickup. 2. NUMBER OF BEDROOMS: S 3. TYPE OF WATER SUPPLY: TYPE OF WASTEWATER DISPOSAL: Individual Well ® Individual On-site 19 Individual Water Storage ❑ Individual Holding tank ❑ Community Class Well ❑ Community On-site ❑ Public Water System ❑ Public Sewer ❑ The Municipality of Anchorage Development Services Department (DSD) Issues Certificates of Health Authority Approval (HAA) based only upon the representations given in paragraph 4 by an independent professional civil engineer registered in the State of Alaska. Certificates of Health Authority Approval are required for the transfer of title (except between spouses) for properties served by a single-family on-site wastewater disposal and/or water supply system. DSD also issues HAAs upon request to homeowners. Certificates of Health Authority Approval are valid for 90 days from the date of issue for properties served by a private or Class C well and may be reissued with new water sample results. (Certificates may be reissued for a period of up to one year with valid water samples.) Certificates are valid for one year for properties served by Class A or B wells or a public water system. The Municipality of Anchorage is not responsible for errors or omissions in the professional engineer's work. 4. 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, based on procedures outlined in the Health Authority Approval Guidelines for this application, shows that the on- site water supply and/or wastewater disposal system is(are) 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(are) in compliance with all applicable Municipal and State codes, ordinances, and regulations in effect at the time of installation. Name of Address hone . 215'-341ro Engineer's Printed Name Tobl6e., jSp!,ri \aha. v Date 04'05 0 P .Y9UOo��a� u'S 5. DSD SIGNATURE,'c'�r, ✓ Approved for _ L bedrooms., Disapproved. Conditional approval for bedrooms, with the following stipulations: Attachments: HAA Checklist X Septic System Advisory Well Flow Advisory Maintenance Agreements Supplemental Engineer's Report Other By: Original Certificate Date: Municipality of Anchorage • Development Services Department Building Safety Division On -Site Water & Wastewater Program 4700 South Bragaw St. P.O. Box 196650 Anchorage, AK 99519-6650 www.ci.anchorage.ak.us (907) 343-7904 HEALTH AUTHORITY APPROVAL CHECKLIST Legal Description: Ths. S.,......;4 TrAJ A i Parcel Ib: P) � o1 ,'� LD - A. WELL DATA t Well type Pr -444 If A. B, or C provide PWSID # Dale completed 10-8.116 Sanitary seal (YIN) Total depth (05 ft. Cased to 50.5 I. FROM WELL LOG Date of test 10- 1B_ Ilia Static water level Well production 8 9— p.m- WATER SAMPLE RESULTS: Coliform _0—colonies/100 ml. Arsenic: _N.a mg.A. B. SEPTIC/HOLDING TANK DATA Nitrate 2.91 mg.A. Date of sample: 9 r oS Tank Type/Material Is}'.( Tank size 1000 gal. Number of Compartments Z Well Log (Y/N) Y Wires properly protected (Y/N) _Y Casing height (above ground) + 19 in. AT INSPECTION 12 05 9— p.m- Other bacteria A— colonies/1 00 ml. Collected by: _ [Ars &41h14n Date installed G1161"11 Cleanouts (Y/N) Y Foundation cleanout (YIN) ro�l Depression over tank (Y/N) N% High water alarm (Y/N) /1/ Date of pumping ~9 Z O L- Pumper A+ Nowt, Servtcao . C. ABSORPTION FIELD DATA Date installed G IIS 119 Soil rating (g.p.d./ft2 or 2/bdm") I_b System type S61low T�enc� Length 5o ft. Width S ft. Gravel below pipe O. S ft. Total depth ft. Eff. absorption area 00 ft= Monitoring tube Y Depression over field Date of adequacy test 111140S Results (Pass/Fail) Piss For S bedrooms Fluid depth in absorption field before test - in. Water added -M gal. New depth in. Elapsed Time: _.0 min. Final fluid depth 4, in. Absorption rate >= -450 g.p.d. Any rejuvenation treatment (past 12 mo.) (YIN & type) Non! kooWy% If yes, give date D. LIFT STATION Date installed 6 W OS 'Pump on' level at 25 in. Datum B000e, E. SEPARATION DISTANCES Size in gallons 11700 'Pump off level at `l9 t "n. Cycles tested +3 SEPARATION DISTANCES FROM WELL ON LOT TO: Septic tank/lift station on lot +100' Absorption field on lot 100 Public sewer main Al Sewer /septic service line —+ Z$ I Manhole/Access (Y/N) 7 High water alarm level at 2212 in. Meets alarm a circuit requirements? _Y On adjacent lots f 100 r On adjacent lots 411001 Public sewer manhole/cleanout _� Holding tank N Q. SEPARATION DISTANCES FROM SEPTIC/HOLDING TANK ON LOT TO: Building foundation � S' Property line { 101 Absorption field + 10 I Water main At. A • Water service line +2S1 Surface water 100 1 Wells on adjacent lots 4 10o' SEPARATION DISTANCE FROM ABSORPTION FIELD ON LOT TO: t Property line 4101 .F Building foundation 10 Water main • A r Water Service line F25 Surface water f bot Driveway, parking/vehicle storage i 10 r Curtain drain N• A. Wells on adjacent lots + 100, F. COMMENTS G. ENGINEER'S CERTIFICATION I certify that I have determined through field inspections and review of Municipal records that the above systems are in conformance with MOA HAA guidelines in effect on this date Engineer's Printed Name T• 66r^ Sp,. r k1 and Date 10 ISI 04 HAA Fee $ H3,3 Waiver Fee $ Date of Payment k�5-- Receipt Number (Rev. 12/01) VY Date of Payment Receipt Number 1 r� I Municipality of Anchorage e° • Development Services Department Building Safety Division ` On -Site Water & Wastewater Program 4700 South Bragaw St. P.O. Box 196650 Anchorage, AK 99519-6650 www.ci.anchorage.ak.us (907)343-7904 HEALTH AUTHORITY APPROVAL CHECKLIST Legal Description: Tie Su^, J Two Al Parcel lD: A. WELL DATA Well type Date com ted Total epth ft. If A, B, or C provide Sanitary seal Cased to FROM WELL Date of test Static water level ft. Well production 9.p.m. WATER SAMPLE RE TS: Coliform olonies/100 ml. Nitrate /l. Arsenic: mg.A Date of sa ple: B. SEPTIC/HOLDING TANK DATA Tank TypelMaterialAnAgraqp11nT Tank size 1250 gal. Number of Compartments 2 # _ Well Log (YIN) Wires properly pr'cted (YIN) Casing AT INSPECTION ground) in. ft. Other bacteria colonies/100 ml. Collected by: Date installed 8J_/'1�/9y$ Cleanouts (YIN) �Y Foundation cleanout (YIN) __j– Depression over tank (YIN) LL High water alarm (YIN) Date of pumping q 21 05 Pumper A* Nome .Service,) C. ABSORPTION FIELD DATA Date installed Bkilq Soil rating (g.p.d./ft' or ft=/bdrm) 0_e System type peeo I/-en,A Length Z.O ft. Width Jr ft. Gravel below pipe 5 ft. Total depth 9 ft. Eff. absorption area 200 ft' Monitoring tube y Depression over field/v Date of adequacy test (0 I Results (Pass/Fail) Rs5 For 2 bedrooms Fluid depth in absorption field before lest 213 in. Water added 150 gal. New depth 35 in. Elapsed Time:1_i min. Final fluid depth U_ in... // Absorption rate >= 150 g.p.d. Any rejuvenation treatment (past 12 mo.) (YIN & type) A6 JK If yes, give date — D. LIFT STATION Date installed 'Pump on' leve t _ in. Datum E. SEPARATION DISTANCES Size in gallons ManhoWAccess (YIN) `Pump off level _ in. High water alarm I I at in. Cycles teste Meets alarm & ' uit requirements? SEPARATION DISTANCES FROM WELL ON LOT TO: Septic tankAift station on lot 7i too' Absorption field on lot 1>> loo Public sewer main » 25' Sewer /septic service line On adjacent lots >7 100, On adjacent lots >l r oo ' Public sewer manhole/cleanout » 2 S Holding tank /V- SEPARATION V SEPARATION DISTANCES FROM SEPTIC/HOLDING TANK ON LOT TO: Building foundation i 5' Property line f 10' Absorption field + S r Water main N. A Water service line >7/0o' Surface water N• O - Wells on adjacent lots >7100 r SEPARATION DISTANCE FROM ABSORPTION FIELD ON LOT TO: Property line "' 10' Building foundation 1-10' Water main Water Service line X7100' Curtain drain Al A F. COMMENTS G. ENGINEER'S CERTIFICATION N, A. Surface water n/.O . Driveway, parking/vehicle storage '7 5 Wells on adjacent lots >7100' I certify that I have determined through field inspections and review of Municipal records that the above systems are in conformance with MOA HAA guidelines in effect on this date. Engineer's Printed Name 1066.,. S�wr1t� Date 10 Ilia) 0 5 HAA Fee $ Waiver Fee $ Dale of Payment Receipt Number (Rev. 12/01) Date of Payment Receipt Number 49TH W J� r N SPWLAND: f CE 2M IR w"'163 SCS ReLM 1060844001 Client Name Tobben Spurkland P.E. Project Namdll The Summit Tract IA Client Sample ID The Summit Tract IA Mani: Drinking Water PRSID 0 Sample Remarks: Ali Datn/fima are Alaska Standard Time Printed D■te23me 03/022006 8:05 Collated Date rime 02222006 10:45 Received Date/time 0222/2006 11:06 Technical Director Stephen G Ede Microbiology Laboratory Total Coliform 0 col/100mL SN209222D A (tel) 0222N6 TLF Allovnde Prep Analysis Parmta ResWts PQL Units Method Container ID Limits Dom Date Init Nitratc-N 2.65 0.100 mg/L EPA 353.2 B (�10) 02/22/06 JC Microbiology Laboratory Total Coliform 0 col/100mL SN209222D A (tel) 0222N6 TLF 1'-03-05;11:16 SGS Ret0 Client Name Project NameAr Client Sample ID Matrix Sample Rctnprts: 1055962001 Tebben Spurkland P.E. The Summit Trxt At The Summit Tract At Drinking Water ;9J7 E61 $301 ` n 21 All DUCIMmec are Alaska Standard Time Printcd Datc/Pimc 0940%005 8:08 Collected DuleMmo 09/12/2005 17:00 Received DatdTlme 09/13/2005 11:58 TechniedDircetar StepsenGdde yetuala by ICP/MS Arsenic 5.00 u 5.00 Mieroblology Laboratory Total Coliform 0 a;/L EP200.8 C 09/2VOS 09.27/05 TK coVlOOmL SM2092228 A f— 1) 0913101 TLF Allowable ?MP Analysis Pencwta Resets POL Univ Metbod Conu!ncrlD L!mlu Date Date Inc Nitrate -N 2.99 0.100 mp/L EPA 3532 E (a10) 09l13NS PLW yetuala by ICP/MS Arsenic 5.00 u 5.00 Mieroblology Laboratory Total Coliform 0 a;/L EP200.8 C 09/2VOS 09.27/05 TK coVlOOmL SM2092228 A f— 1) 0913101 TLF ADVANCED WASTEWATER TREATMENT SYSTEM MAINTENANCE AND REPAIR AGREEMENT MEMORANDUM OF UNDERSTANDING BETWEEN MUNICIPALITY OF ANCHORAGE AND 'i n S- ++a ti/Ir:.r THIS MEMORANDUM OF UNDERSTANDING made and entered into as of this S Day of of 20k&, by and between b S • Tl A w �; u S , 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: I. ADVANCED WASTEWATER TREATMENT SYSTEMS. Municipality grants permission to Owner to utilize and operate an Advanced Wastewater Treatment System (AWWTS), described as B ;n located at 7L . 5+,,, y„' + Ink c -,Anchorage, Alaska. 2. Definitions. A. Alteration. Any change to the design or function of an AW WTS 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 AW WTS 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 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 the requirements of this agreement, the conditions of Operating Permit, the requirements of the On -Site Wastewater System Construction Permit and all relevant provisions of AMC 15.65 3. Fee. Owner shall pay to Municipality an annual fee of _�7 JE R O ($n.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. 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 A AIV;TS 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 will all applicable ordinance, 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: l"1 a 1,.-i f . C. Owner acknowledges that the fine schedule for failing to maintain and repair an AWWTS are codified in AMC 14.60. t . 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 system. 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 anew 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. Nomvaiver. 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 effect the validity of the 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 of this Memorandum of Understanding was executed and such writing shall be attached to this Memorandum of Understanding as an amendment. 11 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: � o S, u!i w k; -is 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..Turisdiction: 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: p Date: -1 S-06 STATE OF ALASKA THIRD JUDICIAL DISTRICT MUNICIPALITY: By: Title: Date: ss. The foregoing instrument was acknowledged before me this \�Ltay of car �, , 20�, by NOTARY PUBLIC OR ALASKA • :��`�`��� TARy ���=�_ M Commission expires: _ 1 i 7FGF p �`1� r ._ -: Environmental Consulting and Design L� OCTOBER 18, 2005 Municipality of Anchorage Development Services Department On Site Water and Wastewater Program 4700 South Bmgaw St. Anchorage, Alaska 99516 Subject: WAVIER REQUEST- WELL TO ANIMAL CONTAINMENT AREA THE SUMMIT TRACT Al Dear Ms. Makela We are applying for a waiver of the separation distances required between the well and an animal containment area on this lot. Separation Distance: Well to Animal Containment Area = 50 feet. Mitigating Factors A fifty foot separation should provided adequate protection to the well from contamination by animal wastes. Water samples collected on September 12th, 2005 show nitrate levels of 2.89 mg/I and 0 bacteria. This is significantly below the standards required. The well sits up gradient (approximately 20+ feet) from the horse coral; contamination due to surface overflow is not possible. If you have any questions or are in need of further information, please contact me at 279-3916. Sincerely, Tobbe Spurkland WAIVER FEE: -% �, cc - PAYMENT PAYMENT DATE: -lu� al JOS- 203 Nest 15'h Avenue Suite 203, Anchorage, AIS 99501, Phone: (907) 279-3916 Fax: (907) 276-6013, SpurklandEng(a�gci.net