HomeMy WebLinkAboutTALUS WEST #1 BLK 3 LT 22 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 http://www.muni.org/onsite On -Site Wastewater Disposal System Permit Permit Number: OSP251125 Work Type: Septic Upgrade Tax Code Number: 01520209000 Site Legal Address: TALUS WEST#1 BLK 3 LT 22 G:2736 Site Mailing Address: 4540 SNOWCUP CIR, Anchorage Owner: GREGORY ELINOR FAMILY TRST Design Engineer: FORGE ENGINEERING This permit is for the construction of: Effective Date Expiration Date: Lot Size in Sq Ft: Total Bedrooms: 'In "nt Y5 f llcpartri�crut 5/6/2025 5/6/2026 2 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 3 Received By: S S %� (� 1= Date: Issued By: Date: ON -SITE SEPTIC/WELL PERMIT APPLICATION Parcel I.D. 015-202-09 Property owner(s) Gregory Elinor Family trust Mailing address 4540 Snowcup Circle Site address 4540 Snowcup Circle Legal description Talus West #1 Lot 22 Block 3 Number of Bedrooms 3 Engineering Firm Forge Engineering Building Permit Number Day phone Not Applicable 01 APPLICATION IS FOR: APPLICATION IS AN: (Z all that apply) Absorption Field ❑ Initial Septic Tank F] Upgrade Holding Tank ❑ Renewal ❑ Privy ❑ Well ❑ THIS APPLICATION INCLUDES A WAIVER REQUEST FOR: Distance: Permit/Rush Fees: 1475-257,643 Waiver Fees: Date of Payment: 5-j"2� Date of Payment: Permit No. Q542<_1 12:!�__ Waiver No. May 2, 2025 MOA Development Services, On-Site Water & Wastewater Program 4700 Elmore Rd Anchorage, AK 99507 Subject: Talus West #1 Block 3 Lot 22 - 4540 Snowcup Circle Septic Tank Replacement Dear On-Site Services Engineer: The septic system on the above lot has failed, and cannot be rebuilt or rehabilitated. We’re submitting this permit application for the construction of a new Advanced Treatment system. The attached site plan identifies the location of the home well, and existing septic location. No conflicts exist between this proposed system and any other well or septic system, whether on this lot or adjacent lots. The ground surface on the lot slopes down from the back of the lot toward the west, but at slopes less than 25%. The lot becomes flatter to the west, and the new system is located in that flatter area. There are no slopes greater than 25% within 50 feet downslope of either the primary or alternate site. Contours are shown on the site plan showing the grade and direction of flow. Stormwater drainage will not impact this septic system. The new trench will be constructed parallel to the slope as much as possible. Wells on this and adjacent lots are shown. The new system will be a minimum of 50’ from all wells and surface water, and more than 5’ away from the septic tank. Please refer to the attached test hole log, plan and profile pages for the septic design. If this design is followed, there will be no adverse impacts to adjacent properties. Sincerely, Benjamin Schiller, PE Municipality of Anchorage On-site Water and Wastewater REVIEWED FOR CODE COMPLIANCE OSP251125, Curtis Townsend, 05/06/25 Benjamin Schiller CE 12592REGISTEREDPROFESSION A L E N GINEER 1"=30' 20' LONG x3' WIDE, 6' EFFECTIVE DEPTH ABSORPTION TRENCH CO - CLEANOUT 2CO - DOUBLE CLEANOUT FCO - FOUNDATION CLEANOUT FS - FLOW SPLITTER VALVE MH - MANHOLE MT - MONITORING TUBE SV - SEPTIC VENT TH - TEST HOLE LEGEND TALUS WEST #1, BLOCK 3 LOT 22 FEET 0 30 60 FCO3-BD R M HOM E SEPTIC PLAN 5/1/25 SNOWCUP CIRCLE 10' POWER & TELE EASEMENT 5' POWER EASEMENT SHED DECOMMISSION EXISTING SEPTIC TRENCHES DECOMMISSION EXISTING SEPTIC TANK PER UPC 530 525 525 520 520 520 515 515 510 510 505 519 519 518 518 517 517 516 516 MT MT 2CO TH#1 CO CO ADVANTEX FAP AWWTS EXISTING WELL Municipality of Anchorage On-site Water and Wastewater REVIEWED FOR CODE COMPLIANCE OSP251125, Curtis Townsend, 05/06/25 TALUS WEST #1, BLOCK 3 LOT 22 TYPICAL TRENCH SECTION (NO SCALE) NOTES: 1. GRADE AREA OVER TRENCH TO DRAIN AWAY 2. PROVIDE 3' OF COVER OVER TRENCHES AND 4' OVER SEPTIC TANK, OR 2' WITH 2" OF INSULATION 3. CHECK GROUNDWATER AT TIME OF CONSTRUCTION. IF LEVEL IS HIGHER THAN PREVIOUSLY OBSERVED, CALL ENGINEER IMMEDIATELY Benjamin Schiller CE 12592REGISTEREDPROFESSION A L E N GINEER 4" PERFORATED PVC (HOLES DOWN) DRAINFIELD ROCK 3' 1'-6" 1'-6" 6' DESIGN FACTORS:SYSTEM REQUIREMENTS: 450 GPD PEAK FLOW PERK RATE: 5.58 MIN/IN APPLICATION RATE: 5 GPD/SF DEEP TRENCH SYSTEM 1000-GAL SEPTIC TANK BOTTOM OF TRENCH: 8' BELOW GRADE FLOW LINE ELEVATION: 6.5' BELOW GRADE 450 GPD / 5 GPD/SF / 6 DEEP / 2 SIDES = 7.5 LF TRENCH REQUIRED (20 LF SPECIFIED) GEOTEXTILE FABRIC 6" 5/1/25 PROVIDE ADDITIONAL FILL TO ACCOUNT FOR SETTLEMENT Municipality of Anchorage On-site Water and Wastewater REVIEWED FOR CODE COMPLIANCE OSP251125, Curtis Townsend, 05/06/25 LEGAL DESCRIPTION: PERFORMED FOR: DATE: PARCEL ID#: SOILS LOG AND PERCOLATION TEST 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 DEPTH (feet) TEST HOLE 1 DATE READING NET TIME (minutes) DEPTH to WATER NET DROP PERCOLATION RATE: (MIN/INCH) (inches)(inches) DATE OF MONITORING WAS WATER ENCOUNTERED? DEPTH TO WATER AFTER MONITORING IF YES @ WHAT DEPTH? 5.58 4/3/25 1 2 3 4 5 6 SM (SILTY SAND ) Professional Engineers Stamp: NONE Talus West #1 Block 3 Lot2 4/3/25 015-202-09 A + Home Services 159 8 16 OB 30 Benjamin Schiller CE 12592REGISTEREDPROFESSION A L E N GINEER PERC TEST LOCATION TECHNICIAN: Jared Earls 164 9 16 - NONE 4/11/25 COMMENTS: SITE PLAN 5 0 16 USCS SOIL CLASSIFICATION WAS VISUALLY DETERMINED 4/24/25 30 30 164 10 16 164 10 16 159 8 16 159 8 16 5 2 16 5 2 16 Municipality of Anchorage On-site Water and Wastewater REVIEWED FOR CODE COMPLIANCE OSP251125, Curtis Townsend, 05/06/25 MUNICIPALITY OF ANCHORAGE ADVANCED WASTEWATER TREATMENT SYSTEM MAINTENANCE AND REPAIR AGREEMENT THIS MAINTENANCE AND REPAIR AGREEMENT, herein the "AGREEMENT" made and entered into as of this J Lv` Day of of 20 G6', by and between herein the "OWNER," and the Municipality of Anchorage, herein the "MUNICIPALITY", in accordance with Anchorage Municipal Code (AMC) 15.65.365. In consideration of the mutual covenants contained herein, the parties to this Agreement agree as follows: Advanced Wastewater Treatment Systems. The Municipality grants permission to the Owner to utilize and operate an Advanced Wastewater Treatment System (AWWTS), described as Advantex FAP located at (legal description) Talus West #1, Block 3 Lot 22 2. Maintenance, Repairs and Alterations. (Owner is required to read, understand and initial each section) Throughout the term of this Agreement, the Owner shall enter into a service agreement with an AWWTS service and maintenance provider approved by the Municipality or the manufacturer's representative. The AWWTS shall be maintained in a satisfactory condition capable of performing as designed and producing treated septic effluent in accordance with the equipment's approval for operation in the Municipality. e5 It shall be the responsibility of the Owner during the term of this Agreement to pay for all repair(s), maintenance, adjustment(s), replacement costs, and inspection costs. This includes an annual maintenance fee (typically $400 to $600). e3 Owner agrees that only maintenance and repair personnel approved by the Municipality or the manufacturer's representative will inspect and make any necessary maintenance, repairs or permitted alterations to the system. e'g Owner acknowledges that regular maintenance of an AWWTS reduces the potential failure of the system, which could include sewage backup and costly repairs or drainfield replacement. (rev. 05/18/2018) Page 1 of Owner acknowledges that the Municipality may request records of maintenance and repairs from the manufacturer's representative or maintenance provider. Owner acknowledges that the fine for failing to maintain and repair an AWWTS may be assessed in accordance with AMC 14.60.030. e6 Owner agrees to grant the Municipality reasonable access to test and inspect the AWWTS. The Municipality will give at least 24-hour notice. C__ Owner agrees that any sale or transfer of title of the property will not occur without a new Certificate of On -Site Systems Approval. `0-3 Owner agrees that the AWWTS installation and maintenance requirements as provided by the AWWTS vendor/installer and approved by the Municipality are the goveming guidelines for the construction, maintenance and repair of the Owner's AWWTS. Owner agrees to maintain remote monitoring of the AWWTS as required by the AWWTS approval. 3. Term. The term of this Agreement shall begin on the date of approval by the Municipality to operate the installed system, or upon transfer of title, and shall continue while the AWWTS is operational or until title is transferred. 4. Nonwaiver. The failure of the Municipality at any time to enforce a provision of this Agreement shall in no way constitute a waiver of the provisions, nor in any way affect the validity of the A grePment or any part her�nf, or the rigl?t of the. Municipality thereafter to enforce every provision hereof. 5. Amendment. This Agreement shall only be amended by authorized representatives of the Owner and Municipality. Any attempt to amend this agreement by either an unauthorized representative or unauthorized means shall be void. 6. Jurisdiction: Choice of Law. Any civil action arising from this Agreement 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 Agreement. 7. Severability. Any provisions of this Agreement decreed invalid by a court of competent jurisdiction shall not invalidate the remaining provisions of the Agreement. (rev. 05/18/2018) Page 2 of OWNER: By: (s- ure) r Date: STATE OF ALASKA ) ) ss. THIRD JUDICIAL DISTRICT ) The foregoing instrument ��w c '`'ledged before me this � day of , 20 a5, by G�lp& L=�'..�, LNt Y P LI F R A .ASKA !!r res: { CANDY SAENGMANY Notary Public State of Alaska L mmission Expires Sep 19, 2028 qV MUNICIPALITY: By: (signature) l /j f-1 S TO l r.'s E, -9 (Print name) Date: .� Title: C- 1. V(G (1, L r (rev. 05/ 18/2018) Page 3 of 3 TALUS W E S T SUBD I V I S I O N N O 1 BLOC K 3 SNOWC U P C I R C L E Taylor L. Dosch No. 189892 R E GIS TEREDPROFESSIO N A L L A N D S U RVEYOR ∆ Municipality of Anchorage Page 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: 5g, J ~,~'QO'75L' PID Number: Name. F~ l{~ J~J~J~ A I~ ALLE~ Wastewater System: ~ New ~pgrade Addre~t~ S~OUP ~ I~t~ ABSORPTION FIELD No. of Bearooms: Phone: ~C ~ D Deep Trench ~hallow Trench ~ Bed ~ Mound D Other LEGAL DESCRIPTION so~,.~,,..: '~ GPD/Sq. Townsmp: Range: Section: Fill added above original graOe: Gr~vel length: Ciassihcation (Privale, A,B,C).I Total Dep,b: Cased To; Total absorption aFea; Pipe material: ~ Yield: GPM PumpSetahF, ICasInoHelg~lAbOveGrOu"d:Ft. TANK SEPARATION DISTANCES m Septic m Holding ~T.E.P. Remarks: ~'l~ ~d~z [l~ ~ BENCH MARK j ENGINEER'S SEAL Inspections performed by: Dates: 1st , 'r y)j,~ ~¢~ ~;. ~.~ Department of Heal~ an~n S.~vices ap al Reviewed and approved by: Date: ,~ ..~,,.,:,~ P,~rmit, No. ~,~ ~'(~07sL . . Page '~' of,., ~4unicipal;ty of Anchorage DEPARTMENT OF HEALTH AND HUMAN SERVICES ENVIRONMENTAL SERVICES DIVISION P.O. ~ox 1~650 · Anchorage. Alaska 9~1~650 ·Te[ephone: ~744 Ch-Site Wastewater Disposal System and/or Well Inspection, ,epo~ P~rmit No. $u3 ':/5-ODTq- Page $ MunricJpalit¥ of Anchorage - DEPARTMENT OF HEALTH AND HUMAN SERVICES £NVIRONMENTAL S£fiVIC£S DIVISION of, ~ P.O. Box 196650 · Anchorage, Alaska 99519-6650 · Telephone: 343-4744 On-Site Wastewater Disposal System and/or Well Inspection Report Legal Description: PID No.: Permit No. ~J ~ ~'<DO "Tdr Page ~ of ~' Municipality of Anchorage DEPARTMENT OF HEALTH AND HUMAN SERVICES . ENVIRONMENTAL SERVICES DIVISION P.O. Box 196650 · Anchorage, Alaska 99519-6650 · Telephone: 343-4744 On-Site Wastewater Disposal System and/or Well Inspection Report Permit No. __ Page of ..... ~lU~lci~al~b/~t Anc.~ora~e - - DEPARTMENT OF HEALTH AND HUMAN SERVICES ENVIRONMENTAL SERVICES DIVISION On-Site Wastewater Disposal $~,stem and/or Well Inspection Report Legal Description: ~. ?..2.] PID No.: ~1~,-~..,~2.-~ MEMORANDUM RECEIVED DATE: TO: FROM: June 5, 1995 Dan Roth, MOA- DHHS Mike Anderson, P.E. dUN 6 1996 D Munic~pali[y ot Ancl~orage ept, Health & Human Services SUBJECT: Lot 22, Block 3, Talus West Subdivision Septic System As-Built The following revisions have been made to the septic system as-built for Lot 22, Block 3, Talus West Subdivision in accordance with your comments: · The total absorption area is listed as 2,925 square feet. This ama includes the 5' trench bottom and the 4' side walls. The soil rating of .2 gallons per day per square foot then yields 585 gallons per day. Using the 5' wide trench formula with the adjustment factor for 4' of gravel yields 450 gallons per day. · The 6' diameter culvert has been removed and the manhole extended to 6" above the ground surface. The settlement has been filled in and any additional settling will be repaired and landscaped. This information addresses comments received from your initial review of the as-built. Hopefully, the as-built can now be approved by the Municipality. Municipality of Anchorage DEPARTMENT OF HEALTH & HUMAN SERVICES 825 "L" Street, Anchorage, Alaska 99502-0650 SOILS LOG -- PERCOLATION TEST PERFORMED FOR: LEGAL DESCRIPTION: 1 2 3 4 5 6 7 8 /b,1 L.---- DATE PERF~)I ~V~'Township, Range, Section: SLOPE SITE PLAN 10- 11 13 14 15 16 17- 18- 19- 20- PI2- WAS GROUND WATER j~J' ENCOUNTERED? I~F YES. AT WHAT /" DEPTH? Depth to Water After J Monitoring? Reading Date TimeJ Time Waler Drop PERCOLATION RATE -'~1~ (mlnutes/~nch) PERC HOLE DIAMETER TEST RUN BETWEEN '~ FT AND '~ FT COMMENTS IN EFFECT ON THIS DATE DATE- ACCORDANCE WiTH ALL STATE AND MUNICIPAL GUIDELINES , · 72-008 (Rev. 4/85) Municipality of Anchorage DEPARTMENT OF HEALTH & HUMAN SERVICES 825 "L" Street, Anchorage, Alaska 99502-0650 SOILS LOG -- PERCOLATION TEST PERFORMED FOR: DATE PERFOR~ LEGAL OESCmPT~ON= fl-'Z-?.-~ /~ 3/ 'T~'~L/5 6 7 8 9 10 11 12 13 14 15 16 17- 18- 19- 20- COMMENTS Township, Range, Section: SLOPE SITE PLAN WAS GROUND WATER ENCOUNTERED? IF YES, AT WHAT / DEPTH? E De~ lo waler ~er~ Monifnring? ~ Oate: I Gross Net Depth to Net Reading Date Time Time Water Drop 7,. ~t~ ~.,/. ,~ ~ ~,&~ PERCOLATION RATE 4~,- (mmules,'mcn) PERC HOLE DIAMETER TEST RUN BETWEEN ~ FT AND ~ FT PERFORMED BY: I ,~t~ £ C. L~?.x ~.. {' ~'~'~'-{-C~R~tFY THAT THIS TEST WAS PERFORMED tN ACCORDANCE WITH ALL STATE AND MUNIC,PAL GUIDELINES IN EFFECT ON THIS DATE, DATE; c/2~1] l? 5~ Municipality of Anchorage DEPARTMENT OF HEALTH & HUMAN SERVICES 825 "L" Street, Anchorage, Alaska 99502-0650 SO_ILS LOG -- PERCOLATION TEST PERFORMED FOR: DATE PERF~ 5 6 7 8 9 10 11 12 13- 14- 15- 16- 17- 18- 19- 20- W/~-~7'' Township, Range, Section: SLOPE WAS GROUND WATER jj ENCOUNTERED? IF YES, AT WHAT DEPTH? Depm m WaLer MoniLorin~? / O;Le= _ SITS PLAN Gross Net Depth to Net Reading Date Time Time Water Drop3 PERCOLATION RATE 7~ (mlnuteshncn) PERC HOLE DIAMETER TEST RUN BETWEEN ~ ~ ~' FT AND / ACCORDANCE WITH ALL STATE AND MUNICIPAL GUIDELINES IN EFFECT ON THIS DATE. DATE: (~/I] I ~ 9" 72~08 (Rev. 4/85) RECEIVED dUN 2 1998 Munioipality of Anchora Dept. Health & Human S9~qeeea POST IN A CONSPICUOUS PLACE ALL WORK MUST BE INSPECTED A 24-HOUR NOTICE IS REQUIRED FOR INSPECTION SERVICE iNSPECTION REQUEST LINE 563-3464 OR FAX REQUEST 343-8235 MUNICIPALITY OF ANCHORAGE BUILDING SAFETY DIVISION 3500 EAST TUDOR ROAD TELEPHONE (907) 343-8211 ELECTRICAL PERMIT RETROFIT NO: Date: Department of PubltcWorks 98- -7532 04/13/98 SITE ADDRESS: 4540 SNOWCUP CIR PERMITEE/OWNER: HALLER RICHARD A JR & SONtA G CONTRACTOR: OWNER LOT: 22 BLOCK/TRACT: 3 TYPE: RETROFIT PROPOSED WORK: SINGLE FAMILY WORK DESC. electric permit for septic system RD SUBD: TALUS WEST #1 REMARKS: TOTAL CONSTRUCTION VALUATION: $.00 Permit Fee: $78.00 Total Fee: $78.00 Date Paid: O4/13/98 Type: MASTER CARD Number: Receipt #: Permit Issued By: DUNSTON, RODERIC Approvals: ALL WORK IN STRICT CONFORMANCE WITH PLAN INSPECTION REQUIRED OF CHECK REQUIREMENTS AS PER JOB PRINTS. FOUNDATION EXCAVATION PRIOR FIELD INSPECTION REQUIRED TO PLACING ANY CLASSIFIED FILL CONTACT THE UTILITY FOR APPROVAL OF SERVICE EQUIPMENT AND LOCATION PRIOR TO INSTAL- LATION. SERVICE CHANGES MUST BE SCHEDULED IN ADVANCE WITH THE UTILITY COMPANY AND THE BUILDING SAFETY INSPECTION SECTION. I HAVE READ THE ABOVE APPLICATION AND KNOW THE CONTENTS THEREOF: THE SAME IS TRUE AND CORRECT. I FURTHER AGREE THE ABOVE WORK WILL BE DONE IN ACCORDANCE WITH ALL STATE, MUNICIPAL LAWS, AND ORDINANCES. Signature of permitee or Agent: Printed Name: ~AGE MUNICIPALITY OF ANCHORAGE DEPARTMENT OF HEALTH AND HUMAN SERVICES P.O. BOX 196650, 825 "L" STREET, ROOM 502 ANCHORAGE, ALASKA 99519-6650 ON-SITE WASTEWATER DISPOSAL SYSTEM PERMIT NUMBER:SW950074 DESIGN ENGINEER:ANDERSON ENGINEERING OWNER NAME:HALLER RICHARD A JR & SONIA G OWNER ADDRESS:4540 SNOWCUP CIR ANCHOKAGE, ALASKA 99516 (UPGRADE) PERMIT DATE ISSUED: 5/12/95 EXPIRATION DATE: PARCEL ID:01520209 LEGAL DESCRIPTION: TALUS WEST #1 BLK 3 LT 22 LOT SIZE: 18768 (SQ. FT.) ~ER OF BEDROOMS: 3 THIS PERMIT: 3 THIS PERMIT IS FOR THE CONTRUCTION OF: DISPOSAL FIELD SYSTEM 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 (18AACS0). 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. 1 OF 5/12/96 SPECIAL PROVISIONS: LENGTH OF PROPOSED ABSORPTION FIELD SHALL BE NO LESS THAN 158 FEET LONG. ANDERSON ENGINEERING P.O. BOX 240773 ANCHORAGE, ALASKA 99524 May 11, 1995 Municipality of Anchorage Department of Heath & Human Services 825 "L" Street Anchorage, AK 99502-0650 Subject: Lot 22, Block 3, Talus West Subdivision Septic System Design Impacts to Adjacent Properties Dear On Site Services Engineer: The absorption trench on the subject lot has failed and must be replaced. We are proposing to remove the existing contaminated material from the existing trench and construct a new absorption trench, in the same area. The old trench extends from a depth of 11' to 18' and the new trench will be raised to extend from 2.5' to 9.5'. The old trench is approximately 54' long. The new trench will be a total of 105'. A lift station and pressure distribution line will be required in the new system. The soil encountered on the lot is a tight silt with minor amounts of gravel. The percolation rate of this material ranges from 90 to 110 minutes per inch which is outside the parameters of the Municipal Ordinance. The EPA Manual for the design of onsite septic systems, however, allows for placement of systems in soils with percolation rates under 120 minutes per inch. The application rate for these soils is .2 GPD/SF, which is the criteria used to design the proposed absorption trench. In addition, seven feet of gravel will be placed beneath the distribution line. A reduction factor for this depth of gravel is not found in any design manual. I have, therefore, determined the factor based on interpolation of the Municipal guideline for wide drainfield length reduction factors. A copy of the design criteria utilized to determine the size of the absorption trench is enclosed for your review. The current system has been in operation for over 17 years. Several problems have occurred over this time, but in general the system has functioned effectively. The new absorption trench provides nearly 3 times as much effective area for absorption of the septic effluent. Lot 22, Block 3, Talus West May 11, 1995 Page Two The existing septic tank will be checked for any leaks and verified for soundness. It is currently located only 95' from the well on the lot. A separation distance waiver is currently in place for the tank. A new 500 gallon lift station will be placed downstream from the tank and outside the 100' radius. The absorption trench is located entirely outside the 100' protective radius. If the system is installed as designed the following statements may be made: The system, if constructed as designed, will have no adverse impact on the wells in the area or those to be constructed in the future. The system, if constructed as designed, will have no adverse impact on existing septic systems in the area or those to be constructed in the future. The system, if constructed as designed, will have no adverse impact on reserved space, either surface or subsurface, on any lots located in the area. 4. The system, if constructed as designed, will have no adverse impact on drainage patterns in the area. The current drainage pattern will be maintained. Sincerely, Michael E. Anderson, P.E. Attachments LOT 22 BLOCK 3 TALUS WEST LOT 21 HOU~ LOT 23 LO'r LOT 1' ff~l LOT 1C LOT g SITE PLAN 1" = 30' LOT 8 I" = Z.O' SHEETNO. OF CALCULATED 8Y ~ ~ DATE CHECKED BY DATE Lot 22, Block 3, Talus West Subdivision DESIGN FACTORS: SYSTEM REQUIREMENTS: Three Bedroom Home Wide Trench System Perc. Rate: 90 Min./Inch 1,500 Gal. Septic Tank (Existing) Application Rate: .2 GPD/SF 500 Gallon Lift Station Reduction Factor: .23 7' Drain Rock Beneath Pipe 3 Bdrms. X 150 GPD / .2 GPD/SF = 2,250 SF of Absorption Area 2,250 SF / 5' Wide = 450' LF X .23 (Red. Factor) = 103.5 LF Trench Therefore: Construct a Pressurized Wide Trench System With One Lateral Totalling 105' in Length. Place 7' of Drainfield Rock Beneath the Lateral. Place Distribution Pipe at 2'-6" Below Ground Surface. Place 2" of Direct Burial Insulation Full Length of Trench. Pump Type: 20 OSI 05 HHF - 5 Stage One Lateral 105' Orifices Per Lateral: 27 @ 4' Orifice Size: .1875" Facing Downward Lateral Diameter: 1" PVC NOTE: ,i TYPICAL WIDE TRENCH SYSTE1V[ (~o SCALE) Conte Existing Absorption Trench and to be Removed and Buried Onsite. 8HEETNO, OF CALCULATED BY. '/~ j'''''~ OATE CHECKED BY DATE SCALE ~ l, Oo~ <~:~ ,F',,,.,.,~. _.?~;l>. ! ~.v.~ i .i ................ i......! : i' ~.$.~.~ ~ .~.~:.~ ~ /..~ ..:...: : ~ ....... .... :~ ~ ~ ~ '~'"'~ ~ .: : : ;. ~ : : ; :: ~ :....:......~..~ ~ /._ ~...~.... ~ ~ ;......::.~. ~ ?.. ~..[...~.~ ~ ~.....~ .~ ;~ ~.....~......~ (i;.~.: ;... ' ' : ' .;..L ~ EFFLUENT PUMPS ''" . ........ ~..~..~ ........ i.....z.4., · ......... ~..).. 4... . ~.......~...f...$.....;..~ ..... ~..~..~..~...+..!...~...;., ,.~... :; i : , ~ .,..~...~.+.. ~' ..~..~....~... ~ :~ ~.~ 0.~ 5.~ 10.~ 15.~ 20.~ 25.~ ~.~ 35.~ ~.~ ~.~ NET DISCHA] GE, GPM 'RENCO SYSTEMS, INC PERFORMED FOR; Municipality of Anchorage DEPARTMENT OF HEALTH & HUMAN SERVICES 825 "L' Street, Anchorage, Alaska 99502-0650 SOILS LOG -- PERCOLATION TEST DATE PERFC LEGAL DESCRIPTION= ~-0'~' ~'~--! ~'/.~1~,,~, ,,~ 4 5 6 7 8 9 10 11 13- 14- 15- 16- 17 18 19 2O COMMENTS Township, Range, Section: SLOPE SITE PLAN WASGROUND WATER ENCOUNTERED? $ L IF YES, AT WHAT O DEPTH? Depth to Waler Aqer Monitoring? ~J o~' Date: Reading Date Gross Net Depth to Net Time Time Water Drop ~/ ~/'1 //,'Vs" -. ~ " - Z;o,~. ~: ~l ? yz." t'/~" ~ /: ~ ~ ~ ', / Y~ ,, PERCOLATION RATE TEST RUN BETWEEN -- (minutes/~nch) PERC HOLE DIAMETER FT AND '~ FT ACCORDANCE WITH ALL STATE AND MUNICIPAL GUIDELINES IN EFFECT ON THIS DATE. DATE: 72-008 (Rev. 4/85) ON-SITE WASTEWATER DISPOSAL SYSTEM CONSTRUCTION AND MATERIAL SPECIFICATIONS SUBJECT: Lot 22, Block 3, Talus West Subdivision GENERAL: The scope of this project includes the procurement and installation of a 500 gallon Tank with a lift station to be constructed downstream from the existing septic tank. Work also includes the removal of the existing drainage trench with the burial of all contaminated soil onsite and backfill of the resulting cavity with clean sand. A new wide absorption trench will then be placed at the location shown on the Site Plan. Construction shall be in accordance with the approved site plan, design drawings, Municipal Permit with any special provisions or conditions, and all applicable State and Municipal Wastewater Disposal Regulations. The Contractor shall be responsible for obtaining all underground utility locates and for the layout of the septic system. Unless specifically agreed otherwise, the property owner shall be responsible for final grading areas subsequently depressed from soil settling. Property owner shall also be responsible for revegetation of affected areas unless specifically agreed otherwise. Contractors installing wastewater disposal systems must be certified by the Municipal Department of Health and Human Services for system installations. Owners installing their own systems must receive prior approval from D.H.H.S. before beginning system installation. LIFT STATION INSTALLATION 1. The lift station is to be constructed by a certified tank manufacturer. Construction shall include an 18" manhole for access to the lift station. Lot 22, Block 3, Talus West May 11, 1995 Page Two 2. The lift station shall be sufficiently bedded to prevent settling or shifting of the tank. 3. All standpipes on the lift station shall extend a minimum of 12 inches above final grade. 4. Lift stations installed without 4' of cover shall have a minimum of 2" of direct burial insulation. A foundation cleanout shall be installed one to four feet from the building foundation. No cleanouts are required between the lift station and the drainfield in a pressure distribution system. 6. Final grading over the lift station shall be such that a positive slope exists away from the septic tank. WIDE ABSORPTION TRENCH CONSTRUCTION: The absorption trench shall dimensions shown on the design. shall be within 2" of level. The be raked before gravel placement. be constructed to the The bottom of the trench bottom of the trench must Distribution piping must be placed level with perforations down atop a level bed of drainfield rock. Rock should then be placed over the pipe to provide a minimum of 2" of cover. 3. A silt barrier or geotextile fabric must be placed between the drainfield rock and the natural soil backfill. Monitor tubes must be 4" in diameter and installed at the locations shown on the design. The portion below ground must be perforated. 5. Direct bury insulation must be placed over the distribution system when less than 3' of backfill depth is available. Lot 22, Block 3, Talus West May 11, 1995 Page Three Finish grade over the trench must be mounded to prevent settlement or depressions. MATERIAL SPECIFICATIONS: 1. The lift station must be constructed by a Municipally approved septic tank manufacturer. An Orenco 20 OSl 05 HHF - 5 is recommended. 2. The following pipe materials are approved for use in septic system installations in the Municipality of Anchorage: Cast Iron (perforated and solid), ASTM D3034 or P.V.C. (perforated and solid), ASTM F810 or H.D.P.E. (perforated, but not solid) and ASTM D2662 or A.B.S. (perforated and solid). 3. Insulation shall be at least 2" thick extruded direct burial polystyrene (Dow Chemical Co. Styrofoam HI or equal). 4. Septic tank inlets and outlets shall be fitted with watertight couplings (Caulder, Fernco, or equal). A permeable geotextile fabric (Typar, Mirafi or equal) must be installed between the final drain rock layer and the native soil layer. 6. All drain rock shall be .5" to 2.5" in diameter with less than 3% passing the #200 seive. INSPECTIONS: A minimum of two inspections are required by Municipal Ordinance. These inspections must be conducted under the supervision of a professional engineer registered in the State of Alaska. The first inspection must be conducted after the excavation of trenches, beds or pits and before the installation of any gravel. A septic tank may be set in place, but may not be backfilled. Lot 22, Block 3, Talus West May 11, 1995 Page Four The second inspection must be conducted after the placement of the geotextile fabric, gravel, distribution piping, standpipes, cleanouts and insulation. No backfill should be in place at the time of the second inspection. REMOVAL OF EXISTING ABSORPTION TRENCH The existing absorption trench must be removed in its entirety prior to installing the new trench. All contaminated material removed from the old trench can be buried onsite providing it is outside the 100' well protective radius. The cavity resulting from the excavation must be backfilled with clean sand. An acceptable source of this sand is Lake Otis Gravel (product name is "gravel", but the material is actually sand). The existing trench is estimated to be 54' in length and may extend from 11' to 18' below the existing ground surface. ANDERSON ENGINEERING P.O. BOX 240773 ANCHORAGE, ALASKA 99524 May 16, 1995 Municipality of Anchorage Department of Heath & Human Services 825 "L" Street Anchorage, AK 99502-0650 Attention: Jim Cross RECEIVED MAY 1 ~ 1995 Municipality o! Anchorage Dept, Health & Human Services Subject: Lot 22, Block 3, Talus West Subdivision Septic System Design Dear Jim: We have revised the septic system upgrade proposed for the subject lot in an attempt to decrease the cost. The attached site plan shows the new location and the backup design data verifies the system will meet required criteria. A new 1500 gallon combination septic tank and lift station will be installed outside the 100' protective well radius. The existing tank will be pumped, disinfected, crushed and backfilled. The existing absorption trench will remain in its present location. The new trench is a minimum of 20' away from the existing trench and therefore meets Municipal requirements. Please review the attached information and advise if you have any questions or comments. Construction is scheduled to begin today. Sincerely, Michael E. Anderson, P.E. NOTE: REVISED SITE PLAN SCALE 1" = 30' 24.2' LOT 21 L 22 LOT 25 1500 GALLON S.T.E.P. TANK 125' TOTAL LENGTH OF ABSORPTION TRENCH CRUSH AND BACKFILL EXISTING TANK LOT 11 LOT 10 LOT 9 LOT 8. Lot 22, Block 3, Talus West Subdivision DESIGN FACTORS: SYSTEM REQUIREMENTS: Three Bedroom Home Deep Trench System Perc. Rate: 90 Min./Inch 1,500 Gal. S.T.E.P. System Application Rate: .2 GPD/SF 9' Drain Rock Beneath Pipe 3 Bdrms. X 150 GPD / .2 GPD/SF = 2,250 SF of Absorption Area 2,250 SF / 18 SF/LF = 125 LF Trench Therefore: Construct a Pressurized Wide Trench System With One Lateral Totalling 125' in Length. Place 9' of Drainfield Rock Beneath the Lateral. Place Distribution Pipe at 1'-6" Below Ground Surface. Place 2" of Direct Burial Insulation Full Length of Trench or Mound Over to Provide a Minimum of 3' of Cover. Pump Type: 20 OSI 05 HHF - 5 Stage One Lateral 125' Orifices Per.~Laterah 32 @ 4' Orifice Size: .1875" Facing Downward Lateral Diameter: 1" PVC TYPICAL DEEP TRENCH SYSTEM (NO SCALE) NOTE: Bottom of Trench to be a Minimum of 4' Above Groundwater Level. SHEET NO OF 200.00 1,50.00 100.00 0.00 0.00 ,20 OSI 15 HHF- 9 stage ...i.. !00SI 10 HHF- 7 sta HHF- 5 stage w / 1/4" flow controller 5.00 10.00 15.00 20.00 25.00 1/2 Hpto 1 1/2Hp SINGLE PHASE, 60HZ 115/230 VOLT PC#2 © 5/92 20 OSI 05 HHF- 5 · . 40 OSI05HH- 2 stage* {~2826 COLONIAL ROAD ROSEBURG, OR 97470 (503) 673.0165] ) MUNICIPALITY OF ANCHORAGE DEPARTMENT OF HEALTH & ENVIRONMENTAL PROTECTION ENVIRONMENTAL ENGINEERING DIVISION 825 L Street - Anchorage, Alaska 99501 Telephone 264-4720 ON-SITE SEWAGE DISPOSAL SYSTEM AND/OR WELL INSPECTION REPORT NAME PHONE [] NEW MAILING ADDRESS LEGAL DESCRIPTION LOCATION NO, OF BEDROOMS I Well Absorption area DISTANCE TO: J ~ O I J O Dwelli~n~ I PERMIT NO. ~ N Liq, capacity in gallons Inside length Width Liquid depth /L~ IF HOMEMADE'. ~ ~ DISTANCE TO: Well Dwelling PERMIT O ~ ~ Manufacturer Material Liquid capacity in gallons a Well Foundation Nearest lot line PERMIT NO. area Length Width Depth PERMIT NO. ~ ~ Type of crib Crib diameter Crib depth Total effective absorption area ~ Well Building foundation Nearest lot line ~ DISTANCE TO'. ~ Class Deptl~ Driller Distance to lot line PERMIT NO. ~ DISTANCE TO: Building foundation Sewer line Septic tank Absorption area(s) OTHER PIPE MATERIALS REMARKS ~. J~ 72-013 (Rev. 3/78) Department Permit # Location: MUNICIPALITY OF ANCHORAGE f Health and Environmenta ?rotection 825 ~ Street, Anchorage, AK. 99501 264-4720 * * * HANDWRITTEN PERMIT * * * ._W:~LJ_--A~753R ON-SITE SEWER PERMIT "' ,29-- ,~ ~'/~Z'3/<~, Mailing Address: Legal Description: ~/~-c:'~,~-/~'-."'> /~-l~/--~¢'(~/~' Z Lot Size: Type of Soil Absorption System Is: Trench: Drainfield: Seepage Bed: __ Holding Maximum Number of Bedrooms: Soil Rating(sq.ft/br) Tank: The Required Size of the Soil Absorption System Is: DEPTH LENGTH _ GRAVEL DEPTH WIDTH The length dimension is the length(in feet) of the trench or drainfield. The depth of a trench or pit is the distance between the surface of the ground and the bottom of the excavation(in feet). There is no set width for trenches. The gravel depth is the minimum depth of grave], between the outfall pipe and the bottom of the excavation(in feet). * * REQUIRED SEPTIC{H~ TANK SIZE = ~5~'3~ GALLONS * * Permit applicant has the responsibility to inform this department during the installation inspections of any wells adjacent to this property and the number of residences that the well will serve. * * * TWO(2) INSPECTIONS ARE REQUIRED * * * Backfilling of any system without final inspection and approval by this department will be subject to prosecution. Minimum distance between a well and any on-site sewage disposal system is 100 feet for a private well or 150 to 200 feet from a public well depending upon the type of public well. Minimum distance from a private well to a private sewer line is 25 feet and to a community sewer line is 75 feet. Well logs are required and must be returned to this department within 30 days of the well completion. Other requirements may apply. Specifications and construction diagrams are available to insure proper installation. * * * PERMIT EXPIRES DECEMBER 31. 1 9 8 3 * * * I certify that: (1) I am familiar with the requirements for on-site sewers and wells as set forth by the Municipality of Anchorage. (2) I will instal], the system in accordance with codes. I understand that th~gn-site sewer system may r~equire enlargement if (3) ~.~dence,isnre~od~led to include more that/3/be~ooms. SWP/024(1/81) MUNICIPALITY OF ANCHORAGE f Health and Environmenta. Department 825 ~ Street, Anchorage, AK. 99501 264-4720 * * * HANDWRITTEN PERMIT * * * Permit ~ ~--N-~.~N~¢O:R=.ON-SITE !EWER PERMIT APp.licant: /~d~/~~ ~O7~ Mailing Address:~D Location: Legal Description: ~'22 TYpe of Soil Absorption Trench: Drainfield: Protection Phone Number: System Is: Maximum Number of Bedrooms: Seepage Bed: Holding Tank: Soil Rating(sq.ft/br) ~ The Required Size of the Soil Absorption System Is: ' The length dimension is the length(in feet) of the trench or drainfield. The depth of a trench or pit is the distance between the surface of the ground and the bottom of the excavation(in feet). There is no set width for trenches. The gravel depth is the minimum depth of gravel between the outfall pipe and the bottom of the excavation(in feet). * * REQUIRED SEPTIC(HOLDING) TANK SIZE = GALLONS * * Permit applicant has the responsibility to inform this department during the installation inspections of any wells adjacent to this property and the number of residences that the well will serve. * * * TWO(2) INSPECTIONS ARE REQUIRED * * * Backfilling of any system without final inspection and approval by this department will be subject to prosecution. Minimum distance between a well and any on-site sewage disposal system is 100 feet for. a private well or 150 to 200 feet from a public well depending upon the type of public well. Minimum distance from a private well to a private sewer line is 25 feet and to a community sewer line is 75 feet. Well logs are required and must be returned to this department within 30 days of the well completion. Other requirements may apply. Specifications and construction diagrams are available to insure proper installation. * * * PERMIT EXPIRES DECEMBER 3L 1 9 8 3 * * * I certify that: (1) I am familiar with the requirements for on-site sewers and wells as set forth by the Municipality of Anchorage. (2) I will install the sy/~tem in accordance with codes. (3) I understand that th~/on-site sewer system may ~equire enlargement if the residence is remodeled to include more th~3 bedro~. . Signe~t: ~~ Issued by :~'~3~ Applican~ ~ ~-', / ' - ~ Date: PERFORMED FOR: ./~ ~. ,. /p LEGAL DESCRIPTION: MUNICIPALITY OF ANCHORAGE DEPARTMENT OF HEALTH AND ENVIRONMENTAL PROTECTION SOILS LOG - PERCOLATION TEST 9 10 [~ SOILS LOG PERCOLATION TEST 13- 14- 15 16 17. 18- 19 20 1 2 3- 4 5 6 7 DATE SLOPE SITE PLAN WAS GROUND WATER ENCOUNTERED? IF YES, AT WHAT DEPTH? Reading Date Gross Time J: 2, 3 ~.Ha0 x: +j 3:~ PERCOLATION RATE__ TEST RUN BETWEEN ~ FT AND COMMENTS PERFORMED BY: (~' ¢~ ,- /.s ,,~ II ~.~ ,~ '~ ,2 -3 CERTIFIED BY: Net Time I 0 m,'~ Depth to Net Water Drop I ,q~ .cf 7 (minutes/inch) ~ FT 72-008 {6/79) MUNICIPALITY OF ANCHORAGE DEPARTMENT OF HEALTH AND ENVIRONMENTAL PROTECTION 825 L. Street, Anchorage, Alaska 99501 264-4720 SOILS LOG - PERCOLATION TEST SOILS LOG PERCOLATION TEST PERFORMED FOR: LEGAL DESCRIPTION; -- O~ 2 3 4 5 6 7 8 9. 10- 11 12 14- SLOPE DATE PERFORMED:. SITE PLAN 0 /r ~v WAS GROUND WATER ENCOUNTERED? IF YES, AT WHAT DEPTH? Reading I H20 Dat6 Net Time Depth to Net Water Drop i. c/q,_: , '" j MUNICIPALITY OF ANCHORAGE DEPARTMENT OF HEALTH AND ENVIRONMENTAL PROTECTION SOILS LOG - PERCOLATION TEST SOILS LOG PERCOLATION TEST 4 5 6 7 8' 9 10 11 12 13- 14 16 17 18- 19- 20 COMMENTS PERFORMED 72-008 (6/79) DATE PERFORMED: SLOPE SITE PLAN WAS GROUND WATER ENCOUNTERED? IF YES, AT WHAT DEPTH? Reading Date 3:c: $:0q ? Net Time Depth to Net Water Drop /. /h 2'D- :' .) /. 2~,' I. Zff ; PERCOLATION RATE TEST RUN BETWEEN MUNICIPALITY OF ANCHORAGE DEPARTMENT OF HEALTH AND ENVIRONMENTAL PROTECTION 825 L. Street, Anchorage, Alaska 99501 264-4720 SOILS LOG - PERCOLATION TEST [] SOILS LOG PERCOLATION TEST PERFORMED FOR: LEGAL DESCRIPTION: DATE PERFO~MED: 1 2 3 4 5- 6 7 8 9. 10 11 12 13 14- 15 16 17 18. 19 20 SLOPE SITE PLAN WAS GROUND WATER ENCOUNTERED? IF YES, AT WHAT DEPTH? Reading Date i ~ ,/'j q Time Net Time Depth to Water /,or7 PERCOLATION RATE (minutes/inch) TEST RUN BETWEEN ~ FT AND *'~ ~"~ FT COMMENTS PERFORMED BY: CERTIFIED BY: DATE: Drop 72-008 (6/79) MUNICIPALITY OF ANCHORAGE DEPARTMENT OF HEALTH AND ENVIRONMENTAL PROTECTION 82S L Street, Anchorage, Alaska 99501 264-4720 SOILS LOG - PERCOLATION TEST [] SOILS LOG PERCOLATION TEST DATE PERFOR'MED:, i ~') // ~' ' ~' ~ LEGAL DESCRIPTION: 1 2 3 4 5- 6- ?- 8 SLOPE SITE PLAN 10 11 12 13 14 15 16¸ 17- 18= '-' D 19 20 WAS GROUND WATER ENCOUNTERED? IF YES, AT WHAT DEPTH? Reading Date Gross Net Depth to Net Time Time Water Drop PERCOLATION RATE (minutes/inch) COMMENTS PERFORMEDBY; ("~,17 ]~¢)/~, (~'~(~,'[¢..?, CERTIFIEDBY: DATE: 72-008 (6/79} 1. Drilling/Perc 4. Adequacy 2, Vioual/Perc 5. Health Auth/Well Flow 3. Split Spoon 6. Sewer Inspection ?. Consult. 8. Design 9. Lab/Sieve 10. Misc. Date I Code {.5) ~o~ ~o ~ (7) ~te ~illed ~volce ~ GR' E 'I'ER ANCHORAGE AREA B0k 'JUGH Department of Environmental Quality 3330 C Street Anchorage, Alaska 99503 ,~ ,INSPECTION REPORT ON-SITE SEWAG,E DISPOSAL ~YST~EM " '1 ' ' ,~.~--~-- f- ~ '-~'~ " ' - ,/'~ SEPTIC TANK: DISTANCE ~ / FROM WELL. INSIDE LENGTH INSIDE WIDTH LIQUID DEPTH NUMBER OF COMPARTMENTS LIQUID CAPACITY__ GALLONS. DISTANCE FROM WELL.FOUNDATION ~'~ / / TOTAL LENGTHen-- NEAREST LOT LINE,~Jd OF LINES L~" ~,~/ NUMB'ER QF LINES / DISTANCE BETWEEN LINES . '~-' TRENCH W DT~ IN. TOTAL EFFECTIVE ABSORPTION AREA ' SQ, FT; LENGTH OF EACH LINE ~'~ / DEPTH: TOP OF TILE TO FINISH GRADE ~/ DEPTH OF FILTER MATERIAL BENEATH TIL~IN. ABOVE TILE ~Z" IN. WELL: ~ TMPE/' : £ CONSTR CT,ON D,STANCE FROM: BUILDING NEAREST NEAREST SEPTIC . SEEPAGE FOUNDATION LOT LINE , SEWER LINE ~/'(/~ , TANt¢~'~, SYSTEM CESSPOOL ~ .... OTHER SOURCES APPROVED-- .L,,,----'"'-~ i S AP P R O V E D DISTANCES: INSTALLED BY: SEWER LINE DEPTH: PIPE MATERIAL:~ REMARKS DIAGRAM OF SYSTEM · ~ G.A.A.B. Form EQ-032 t '. M-W DRILLING,, '" ....... DRILLING LOG '~ ~. ~ ~'~ / -~'~ Well Owner Buck r~_gnt Use of WeJ] ,Dom. Location (address of: Township, Range, Section, if known'for-distance main road Lot 22 Block 3 Talus West Size of casing static water level Screen ( ); Perforated ( ). Describe screen or perforation N/A -Well pumping test at 8 gallons per (~:) of drawdown from static level. Date of completion "/~'J, ' f _Depth of Hole 148 feet Cased to 146.2 feet 90 ft. Y(Jb-5~E) (below) land surface. Finish of well (check one) open end X ); (minute) for I hours with 1,~Q z'~. WELL LOG Depth in feet from ground surface Give details of formations penetrated, size of material, color and hardness Cas in~: s ticku~ 0 TO 2 2 .TO 5 5 _TO 20 20 .TO 29 29 .TO. 45 45 .TO. 60 60 .TO_ 95 95 .TO. 103 1.03 .TO 115 115 TO 125 125 TO 135 135 .TO 143 143 .TO. 143 .TO .TO. Fill Silty ~raval Sand Silty gravel ~arDpan Loose gravel Loose sandy gravel Sandy gravel Silty gravel Sandy gravel Silty travel Sandy water zrave! ( 6 '**'*~,) : ,,%/£~./.-~' "'~' ('~t~(..,~' , /? ' Sa..ndv ~r~vel (,3 ~'or~) ~os. 814 & 97,3 2--STATE F'ERH:['T NO. HF FI.:[ .. ~l,! I LOCFIT I ON L. EGRL T'T'F'E OF ...... IL -iE....I..Er]._i'~ z,r__,fEII :[z,. 1F.E. NJ-I HRX]:P1LIH NL.IHE:E~: OF EEJ[',F~'"ZZI'"I~ = 3: S:IL. F.:R"FING ,:::~';C! F'I",.."E~Fdr:: .... :2.~;EI TI-IE I~:EI:.:.!I_.IiF~:EE:, SIZE OF:: "FHE .:,L Il._. HE, :,_ii, F TI 1,1 :,.r._-, rE. Il IS: 'THE L.IENEiTH I::,II"IENSICIN :[S THE L.ENGTH ,::]:hi FEET> OF 'T'FIE TRENCH OR DF;~'.RINFIIEL.L% THE DEPTH OF FI TF:Ei'dCH (:iF..' Pf.T I% THE'.' DZSTFINCE BETHEEN THE SUFRI:::'FICE OF THE GROUNE:, RNE:, TII-IE: E:OTTOH OF THE EXCFI',,,'FITZON ,::ZN FEET). I"HEF'.E :[S NO SET HIDTH I::OF::: TFRENCHES. T'HE GRR',,,'EEL I)EF'TH :["`.5 THE I"I~N:[HLIH [>EPTH OF' (3RRVEL 1:3ETHE:EN THE OUTFRL..L.. P:[F'E RNE.', THE '.P, OTTOH OF:' THE EXCFf,,,'FFf':[ON (:[Iq FE'E:T~:,. E.]. IHEF..' FI L.L. 4" "~:': .... :[ DFC' :[I NSF FtPPF::O',,,'E[) F'LFINT HFtY E,E"= 'IH¢-]FL..I__L."-' :'", ........ F ............... IF' R HFtZNTENI::INI::;:E BFICKF'ZLL:[NG OF:' RNY SYSTEM H:[THOLFF FINRL. ~NSF'ECT]:ON FtI"dD FIPF'RO',/RL E3Y 'THZS DEPRRTHENT [,.I ]: I._.L... BE SUB3ECT TO PROSECU-I-ZON. H~N:[fdUH E)ZSTFINCE BETI.dEEN R I.dEL. L RND RNY ON-'SZTE %EI,]FIGE E:,ZSPOSFIL S'¢S'I"EH :iS fi.¢~ FEET F'OR FI F'Id::[',,,'R-I'IE HEL. I_ OR ;hSE~ FEET F'OR R PUBLZC HEL. L.. HELL LOGS RRE RE(;!U~F:ED Rf',ID HUST BE RETURNED TO THE DEF'RRTHEN"I- HZ'I"HZN :~:El DRYS OF THE HEL. L I_.LII1FLE_T]._H. 'SF'EC:[F'IC:RTION'.5 FINE) L.U[ ..TkLll....flLdl [:,IFICiRF~HS RRE F~',,,'FIII_.FIEfl....E T'3 ]YLLII=.E. FR_FI:.B I NSTFiL. LRT t ON. ; I CERTIF"r' THFIT :1_: I FIP'I FFIHII_:[RR HITH THE F.:EC!UII:'-':EHE:IIqTS FOF,' ON-S:[TE SE:FiERS'; FIND HELJ.._S'; FIS :SE"F FORTH BY 'TI-IE I'flUNICIPRL:[T"r' OF RNCHORFiGE. 2: I HILL Ii"dSTFILJ... THE SYS;TEH IN RCCOR[>FtNCE 1.4:[TH THE CODE.%. 2;: I UI'iDEFL'E;TF:IIIqD THRT ]"FIE OI'4'~'S:[TE SEI-dEF:'. '.SYSTEFI HFIY F:'.EC!UIRE ENL..FIRdLEHENT IF THE RES:[E:,,S{I'dCE :[S ~REHO[>ELE[:, 'f'CI :[NCI....U[>E HORE TPIRN ~: BEDROEd"i"`:5. E; I GNE[::,: ......................................................... FIF:'f"~: K H :[ L3HT .:,,., IssuE[:, E ~,.,.,-r~~, ~ , , December 12, 1983 fir. '£obben Spurkland 205 Wo 15th Avenue, "C~ Suite 203 Anchorage, AK 99501 Sub3ect: Lot 22, i~lock 3, Talus West Oear i4ro ,~purkland~ This ¢]epartment cannot accept t~e as-built for the installation of a 1,500 gallon septic tank at the above location until obtain a perait fro{~'~ this department for the installation. Your peri,lit issued on Nover~ber 4, i9iJ3~ %;as for a 2~000 9allon holdir~:j tank with a note that the existit-~g ~ie].~ was inadequate for 3 b~.~droo~s and soils tests in the area had also failed° Adequacy te.~Tts had bee~'~ conducted on Octobor lO, 1983, by anotiler engineerin9 ~irm on t~e existing trench and round the system accepted 334 gallons of water per day. Your test per[orm, ed on Now~eber 22, 1!)83, shows that the syste.~a accept 452 gallons tlay (estimate(~). Was the house occupied duri~]9 your test periorJ? If you have any ~urther qUEstions please call Sincerely, CW~9/ej/~l cc: Darrie Gillespie, Equitable P. O. ~o× 9100 Walnut Creek, CA 94598 Cory Willis, Acti~q9 Se~,.}er & Water J? roy) r a~_t~ Plaaa~je r Re loca t ion MUNICIPALITY OF ANCHORAGE ENVIRONMENTAL SERVICES DIVISION R E C E I V E D & Consulting Engineers 1000 E. Dimond Blvd. · Suite 205 · Anchorage, Alaska 99515 · (907) 522-1311 October 26, 1989 ~ L~- ~-~£._-~-~-~_~ Municipality of Anchorage Department of Health & Human Services On-site Services Department 825 L. Street, Fifth Floor Anchorage, Alaska 99501 SUBJECT: REQUEST FOR HEALTH AUTHORITY APPROVAL AND WAIVER OF WELL TO SEPTIC TANK LOT 22, BLOCK 3, TALUS WEST SUBDIVISION Gentlemen: We are requesting a Health Authority Approval (HAA) on the above referenced lot as displayed on the enclosed forms and a waiver of the separation distance from ~ the septic tank tO the lWell of 95 "ft. rather than 100 ft. We tested the Sewer SyStem ~on hree separate occasions and at no time did the sewer system back up. A total of 1,650 gallons of water was placed in the system during our testing. It is our opinion that this system meets Municipal Standards The septic tank to well distance of 95 ft. was approved by the unlclpallty in 1984 under a HAA performed by Mr. Toben Spurkland and signed by Mr. John Kennedy. We understand that this approval was not necessarily valid and we are hereby requesting final waiver approval. There is a slight grade from the sewer systems to the proposed well location. Even so, we measured the wells in the area and find that the static water levels in the surrounding wells is as follows: L20 67 ft. L21 - 74 ft. L22 - 75 ft. L23 - 73 ft. L24 - 73 ft. L25 - 69 ft. A well log for the well on Lot 22 indicates that the soils are silty gravel and sand down to 148 ft. deep. We do not believe there is any way that contaminants could travel through this deep strata to get to the aquifer. DHHS October 31, 1989 Page Two we urge your approval of the requested waiver and issuance of a HAA for this property. Should you have any questions, please let us know. A CHEMICAL & GEOLOGICAL LABORATORIES OF ALASKA, INC. TELEPHONE (907) 562-2343 5633 B Street Anchorage, Alaska 99518 Drinking Water AnalysiS Report for Total Coliform Bacteria TO BE COMPLETED BY WATER SUPPLIER [] PUBLIC WATER SYSTEM I.D.# .~,',/PRIVATE WATER SYSTEM Name Mailing Address City SAMPLE DATE: Phone NO. TO BE COMPLETED BY LABORATORY State Zip Code ~ ~-~ Date Received Day Year Time Received [] Treated Water [] Untreated Water SAMPLE TYPE: ~. Routine El~ Check Sample (for routine sample with lab ref. no. [] Special Purpose saSiS shows this Water SAMPLE to be: tisfactory [] Unsatisfactory [] Sample too long in transit; sampl~ should not be over 30 hours old at examination to indicate reliable results. Please send new sample via specia! delivery, mail. Analytical Method: Membrane Filter * No. of colonies/100 mi, SAMPLE NO. LOCATION I ~,T ~¢, ~/__ ~ , Time Collected Lab Ret. No. Analyst Collected By Result* I FF4 I READ INSTRUCTIONS BEFORE COLLECTING SAMPLE Membrane Filter: Direct Count ('~ Verification: LTB BGB. Final Membrane Filter Results Reported By~ Dat~ TNTC = Too Numberous To Count OB = Other Bacteria BACTERIOLOGICAL WATER ANALYSIS RECORD ,/~D~C-~-*~-----. Time: Collforrn/100ml PART ON~'OF "iPSO '":":: ': · ;'~; ;"'" '" FEDERAL TAX ID # 92-0040440 ~N~L¥SIS t~£PO~T B~ S~LE ~or Wo~k Ozd~z ~ 17515 Date Repo%t P~lnted: ~T 18 89 ~ 17:3~ Client Sample ID:LT. 22 BK. 3 TALUS PWSID :UA Collected OCT 13 89 ~ 12:00 h~s. Received OCT 13 89 ~ 15:00 .~. Prese~¥ed with :AS REQUiReD Client ~ame : CORWIN ~ ASSOC Client Acer : CORWIN? P.O.$ NO~E Req $ Ordered By : BRUCE COR~IN Analysis Completed :6~T 16 89 Send Repoxts to: Labozatoxy Supervzsox :STEPHEN C. EDB lJCORWIN & ASSOC Special Chemlab ~ef ~: 8031 Lab Smpl iD: 7 ~atrlx: WATER Allowable Patterer Tested EesuitiOntts Method Limits NITRATE-N N~(O.lO) mB/1 EPA 353,2 10 ~a~ple COLLECTED B~ Fu~SS 1 Te~t~ Pexformed ' See Special Instructions Above UA-Ona'~ailable ~D- Xen~ Oetecte~ "8e~ ~ample R~ark~ Ab~e ~- ~ot ~l~ed L~-Les~ l~n. GT-Greatex I~n Tom Fink, Mayor Munzczpahty Anchorage Department of Health and Human Services 825 "L" Street P.O. Box 196650 Anchorage, Alaska 99519-6650 343-4744 November 8, 1989 Bruce Corwin, P.E. Corwin and Associates 1000 East Dimond Boulevard Suite 205 Anchorage, Alaska 99515 Subject: Waiver Request for Lot 22 BLock 3 Talus West S/D #1 Waiver Request #WR890065, PID #015-202-09, HA890428 Dear Mr. Corwin: Your request for waiver of the required 100 foot separation a septic system to a private well has been approved. The approved separation distance is 95 feet well to septic tank. of 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. Sincere. ty, Robert W. Robinson ..... Civil Engineer ..... On-site Services DJR/ljw#6 MUNICIPALITY. OF ANCHORAGE DEPARTMENT OF HEALTH & HU WAN 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 I.D. # etS" 1. GENERAL INFORMA,.TION Complete legal description Lo {- Loca:tion (site address or d rect ons) Property owner. Mailing address Lending agency Mailing address Agent Address q~ ¥/ "~ ?..q~..~ Unless otherwise requested, HAA will be held for pickup. P I ~,~ ~ NUMBER OF BEDROOMS: 3. TYPE OF WATER SUPPLY: Individual wel Community well Public water NOTE: If community well system, provide written confirmation from State ADEC attest- Individual on-site colmmunity on-site . · NOTEi if commu~iity wa~tewaterbysiern; pr°f/idb Written confirmation from State ADEC 4. TYPE OFWASTEWATER DISPOSAL: tng to the legality and status of system. 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 from my investigation and inSPeCtion; the onLsite water supply and/or wastewater disposal system is in comp ance With all Municipal and State codes, ordinances, and regulations in effect on the date of this inspeCtion. NameofFirm /'~/~/-J-o/~ /~-c~,~c</ £~.,~¢~ Phone Address / ~ls' ~o ~o ~/.. ~c4~r~ J Enginee~ssignature ~~ ~ ~ Date ~ '~, /~ DHHS SIGNATURE P"" Approved for -/-'HR Disapproved. Conditional approval for bedrooms. bedrooms, with th(; following stipulations: Additional Comments The Municipality of Anchorage Department of Health and Human Services (DHHS) issues Health Authority Approval Certificates based only upon the representations given n paragraph 5 above by an independent professional engineer registered in the State of Alaska. The DHHS does this as a courtesy to 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 Munic'ipality of Anchorage is not responsible for errors or omissions in the 13rofessional engineer's work. Municipality of Anchorage 1999 DEPARTMENT OF HEALTH & HUMAN SERVICESJUN Environmental Services Division 825 L Street, Room 502 · Anchorage, Alaska 99501 · Health Authority Approval Checklist Legal Description: /-~ ~ ~ ~ /~,.~. -T-'~/~; I,,~,o"~ 5 ID Parcel I.D.: A. WELL DATA Well type If A, B, or C, attach ADEC letter. ADEC water system number Log present (Y/N). Y Date completed Total depth / qE' Cased to / '¢~", ~ Sanitary seal (Y/N) Y ~'//¢. / 7 ? Casing height (above ground) Wires properly protected (Y/N) FROM WELL LOG AT INSPECTION Date of test ~'/,'~ / 77 Static water level ?? Well production ~ g.p.m, z../, ¢- g.p.m. WATER SAMPLE RESULTS:. Coliform O ~:,(//oo ~/-. Nitrate Date of sample: ~' / ~//~2 ~ ,~ o, ,~- ~,~/~ Other bacteria Collected by: F B. SEPTIC/HOLDING TANK DATA Date installed Foundation cleanout (Y/N) Y Depression (Y/N) /,/ Date of Pu~p ng "~i,,7,/!~ 19~ Pumper ¢z~ ~- C. ABSORPTION FIELD.D~TA ~:~ ,t Datejnstalled ~/~- .,Soil rating (g.p.d./ff~orff~d~) o, ~ Effective absorption ama .~ ? 8~ Date of adequacy test' / / Y / 9~ Tank size I ~0 ~ Number of Compartments ~ Cleanouts (Y/N)___ High water alarm (Y/N) ¥' Fluid depth in absorption field before test (in.); ~ - /~'" Immediately after/O~5'gal, water added (in.): Fluid depth ~' - ~ ?/~'"(ins) Minutes later: ! ~? System type 7-r¢~ c4 Gravel thickness below pipe '¢' Total depth o" '- ¢ ' Monitoring Tube present (Y/N) Y ~vl Depression over field (Y/N) /~ Results (Pass/Fail) ?~ I For '5' bedrooms ,, o,,_ Absorption rate = ":> ~,~-0 g.p.d. Peroxide treatment (past 12 months) (Y/N) h/~ ,) ~ ~:,~ o ~,,~, If yes. give date tv'. 72-026 (Rev. 3/96)* D. LIFT STATION Date installed Manhole/Access (Y/N) High water alarm level at* Cycles tested E. SEPARATION DISTANCES Y size in gallons I~ /~-¢oq,~/ J' "Pump on" level at* ~? "Pump off" level at* *Datum ~o/~r- o'~ SEPARATION DISTANCES FROM WELL ON LOT TO: Septic/holding tank on lot Absorption field on lot Public sewer main Sewer/septic service line Onadjacentlots '> [oo , On adjacent lots '~ loc,, Public sewer manhole/cleanout Lift station I ~o ' SEPARATION DISTANCES FROM SEPTIC/HOLDING TANK ON LOTTO: Foundation ~-' Property line ~' 3 ~ Absorption field Water main/service line ~ lO ' Surface water/drainage '> I oo ' Wells on adjacent lots SEPARATION DISTANCE FROM ABSORPTION FIELD ON LOT TO: Property line~' ~ o ~ Building foundation "3 ~ Surface water '-~ ~o o ' Curtain drain h/o,~ ~ ~ ~ F. ENGINEER'S CERTIFICATION -~'~4 ~.r-./,~,,/~' ~^.~/~,~/-,o~ ~,'/.~o,--,~ ~,~,'~. Water main/service line Driveway, parking/vehicle storage area ~ Wells on adjacent lots '~, I certify that I have determined thru fie/d inspections and review in conformance with MOA HAA guidelines in effect on this date. Signature ,'~'~--~ ~ ~ Engineer's Name '-~-,~ ~- ~'~ ~ F. /~o~ Date ~n~ /~ /¢?~ HAAFee $ ~' ~0 oo Date of Payment ~/'-~ // '- Receipt Number ¢~ ~,~/'~"J~ ~ ~'~'"~ Waiver Fee $. Date of Payment Receipt Number 72-026 (Rev. 3/96)* ~IUNIClPALITY;OFANCHORAGE DEPARTMENT OF, HEAL~ & ~UMAN SERVICES D v s on of Env, h;~m~tai~,Si~'~ ecs , r . On-Site Se~!c~s S~cti0n~'~ ;~ ~ P.O Box 196650 Anohorage,:~Xl~ka"~ 19-6650 CERTIFICATE OF.H~LTH AUTHORITY APPROVAL FOR A SIN~GLE~ FAI · ~ '~ ~;~ ~i', '.'/' ' Parcel I.D. # I L~ DWELLING ,T~ We~t Sub~v~on Complete legal description Location (si e address or directions) 4540'3now~p Property ow~ S¢~¢,r~ E~rlu_ ~ ~'~'~- '~ h :'~'~'"~ ~m*" .,,~,,~"~"~ . Mailing address 4540 Sao~p Lending agency uay phone Mailing address NATIONAL PROPERTY INSPECTIONS INC. - Day phone '1-~0:333-9807" Agent Address 236 So~h 108th S~e 5'" ~0maA~"~,~.'Nebras~ 68154 Unless otherwise requested, HAA will be ~ 2. NUMBER OF BEDROOMS: 3. TYPE OF WATER SUPPLY: Individual well Community well .... fi':; Pqbl!c. water ~:, NOTE: '. If community well system, - ;!n~ to the legality and status of 4. TYPE OFWASTEWATER DIS :, NOTE: Individual on-site Holding tank Community on-site ¥ Public eewer If community wastewater syste~:;! attesting to the legality and status of ~ 5. STATEMENT OF INSPECTION ..BYi~,E, NGINEER ir!: I" AS C~ f'e~ bv rnv se~ 'afl ~('e~' ~l~r~ ~l'~e-'0¥ {ho ~alldatlon date shown ~low i verl~ that my t ,s Health :A~r~(~i ~ppllcatlon shows that'the On-site water supply '. andid'r ~tewater disposal sy~te~'~'~pflonal and adequate for the number of bedrooms 'r ~ and ~ ~[ ~tructuro I.dlCa{ed ~?~lh~ i~'~'~[ ~Orl~that based on tho information o~talnod ~rom ~itfi'~ ~ ~l~ll~ olAnohoraoo fil~ ~nd ~rO~ mY invo~t~atlon and In.p~tlon, tho on-~lt~ ,. ~upp ~ 8nd/or wa~tow~t~r dl~po~ ~t~m I~ In eompllan~o with 811 Municipal and 8taro ordlnanoo~, 8nd ro~ulstlon~ In ~t ontho dato o~ this Inapo~tlon. <',' 6.' ,-DHHs MATURE ~,.~ .... , ......... ,..~ ^pprovod .... bedrooms; '... :,~;';;,Dlsapproved ..... , Conditional approval,for--,'-' '~' · bedrooms with the following stipulations: Additional Comments nan serVices '(DI.;JI:-IS) is-~ues Health Authority irea~ntatlOns given in paragraph 5,,above by an independent The DHHS does this as a courtesy to purchasers of homes institutions in order t6sa,',~'flafY ~e rtalrl rede ral and state requirements, Employees of DHHS do not or analyze, d~tl~;~b~f~r~'ai'(~iflcate is issued. The Municipality of Anchorage is not ' ~mlsslons in"t~h'~'~31;Of~i6n-aJ~englneer"s work." ~,!,?,~ .'~!;,,~,~ ,.,,~ ~,,: · , · ,',' ':! "'? ':,?:~ii ? .!',!','~t',:'.:;~ Municipality of Anchorage ,~ Department of Health and Human Services HEALTH AUTHORI~¥~PPROVAL CHECKLIST Legal Description: LoTZ.?.. /~L/,~,.~ -/'~LU5 I,J~'F 5? Parcel I.D. A. Well Data Well type Log present (~N) Total depth If A. B. or C. attach ADEC letter. ADEC water system number Date completed ~///o/'?? Driller ~'l-l,,-J Cased to J ~G,;~ Casing height I '+ Sanitary seal,N) ~"~.<; FROM WELL LOG Date of test Static water level Well flow Pump level1 (.'/~' Wires properly protected AT INSPECTION '70' SEPARATION DISTANCES FROM WELL TO: Septic/holding tank on lot ~.~ / Absorption field on lot Public sewer main Sewer service line .g.p.m. WATER SAMPLE RESULTS: Coliform ~b//'oo ~ Nitrate Date of sample: ~'/'~ / Z ; On adjacent lots /zoo" ; On adjacent lots / OD / Public sewer manhole/cleanout / Oo'-/ Petroleum tank ~J~ (¢ /~ ~'J'"J II/?/P'i I~ mu/'-'/c,','~,'~(--- Collected by:-- Other bacteria ~// B. SEPTIC/HOt:DIN61 TANK DATA Date installed ///ZZ./ Cleanouts (~N)'~"~--~' High water alarm (Y~) -,"-'/~ Date of pumping Tanksize /~'00 (,AL_ Compartments Foundation cleanout(~N) '7'(~J'- Depression (Y/I~. Alarm tested (Y/N) ~ Pumper z~d- /L~4,1 ~ SEPARATION DISTANCES FROM SEPTIC/I ~CLDI~,~C, TANK TO: Well(s) on lot ~-~ / On adjacent lots To property line /'~(F Absorption field Surface water/drainage /00 Foundation Water main/service line 72-026 (3~3)° Front CONTINUED ON BACK PAGE C. LIFT STATION Date installed Size in gallons Vent (Y/N) High water alarm level Meets MOA electd~ SEP~IS%ANCE FROM LiFT STATION TO: ..~.~yeli~on lot On adjacent lots D. ABSORPTION FIELD DATA Date installed (..¢//~ / ? ? Soil rating (GPD/FF) Length ,~'~- ~ Width Total absorption area Date of adequacy test ? / I / ~ + Water level in absorption field before test Peroxide treatment (past 12 months) (Y/N) Manufacturer ~ . Manhol~ ,,fq~ "Pump on" level at .~ "Pump off' Level at ~ Cycles tested Sudace water ~.~0 ~4~ System type ,~ ~ Gravel thickness ~7 ' Total depth / Cleanout present,N) ';/~;~' Depression over field (Y~ Results~fail) /~ .~'$ for '~'/Y/''L~'-~L~ ~_~1 Bedrooms After test /Z. ~" If yes, give date SEPARATION DISTANCE FROM ABSORPTION FIELD TO: Wellonlot /00/ To building foundation /~_~ On adjacent lots ~O ~¢ Surface water /'0~ "--~ Curtain drain On adjacent lots /00 c-/- Property line /0 To existing or abandoned system on lot Cutbank _~C, ( f- Water main/service line Driveway, parking/vehMe storage area /~ E, ENGINEER'S CERTIFICATION Engineer's Name/ ~f_n3~.,-~'=.~j; ,. · Date ~ aore River, Alasl,a ~9577 /~//~///~ ~ guidelines HAA Fee $ Waiver Fee $ Date of Payment Receipt Number MUNiCIPALiTY OF ANCHORAGE DEPARTMENT OF HEALTH & HUMAN SERVlCES~ 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 I.D.# ~--.)~Z~_ '.--~4~)~-L----')~ HAA# ~-~c~-~C~)-~\ 1. GENERAL INFORMATION Complete legal description Lot 22; Block 3~ Talus WEst Subdivision Location (site address or directions) Property owner Mailing address Lending agency 4540 Snowcup Circle Anchorage. AK Susan Early Day phone 4540 Snowcup Cir~ Anchorage, AK 99516 (w) 257-2553 (h) 345-1843 Day phone Mailing address Agent NATIONAL PROPERTY INSPECTIONS INC. Day phone. 1-800-333-9807 Address 236 South 108th Suite 3, Omaha, Nebraska 68154 4 Unless otherwise requested, HAA will be held for pickup. NUMBER OF BEDROOMS: 3 TYPE OF WATER SUPPLY: Individual well XXX Community well Public water NOTE: If community well system, provide written confirmation from State ADEC attest- ing to the legality and status of system. 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. 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 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 regulations in effect on the d~spection. Name of Firm / / Phone ~'~'¢'~-~'¢-~' Address S& S ENGINEERING /~. Engineer's signat~l~ S SIGNATURE Approved for Disapproved. Conditional approval for bedrooms. bedrooms, with the following stipulations: By: Additional Comments / // / 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 courtesy to 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. AUB-08-"94 MBN li:42 ID:S&S ENBINEERIN~ TEL NB:694-i211 RECEIVED MAIN IC~GT~6T AUG 81994. Municipality of Anchorage Dept, Health & Human Servi ROCKFORD CORPORATION - P.O, Box 111706 ANCHORAGE, ALASKA 99511 (907) 344-4551 FAX (907) 344-2130 CHECKED BY CATE SCALE MUNICIP~ALITY OF ANCHORAGE Department of Health & Human Services DIVISION OF ENVIRONMENTAL SERVICES 343-4744 CERTIFICATE OF INSPECTION FOR HEALTH AUTHORITY APPROVAL OF ON-SITE SEWER AND WATER FACILITY FOR SINGLE FAMILY DWELLING 1. GENERAL INFORMATION (Must be completed prior to submittal) (a) Legal Description (include 10t, block, subdivision, section, township, range) (b) Property owner Mailing Address (c) Lending Institution Mailing Address Location (address or directions) (d) Real Estate Company and Agent Address Telephone ~,/,'¢~/ '' (e) Mail the HAA to the following address: (or check here ,~[~'~fhold for pick up.) List contact person and day phone number below: 2. TYPE OF RESIDENCE Single-Familyx Number of bedrooms 3. WATER SUPPLY Individual Well ~ Community Public Note: If community well system, must have written confirmation from the State Department of Environmental ConServation attesting to th legality and status. 4. SEWAGE DISPOSAL On-site ~ 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. 72-025 IRev. 7/88) Page 1 of 2 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 regulations in effect on the date of this inspection. Name of Firm VV/A/ ; //~,S/J¢.. t~'¢-. Telephone Engineer's Seal 6. DHHS APPROVAL Approved for_ *~ bedrooms by Approved ,/~ Disapproved Terms of Conditional Approval ~.~..('//"~./~/~'/~..~.~D a t e Conditional The Municipality of Anchorage Department of Health and Human Services (DHHS) issues Health Authority Approval cerificated 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 courtesy to 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. 72-02S (Rev. 7/88) 8ack Page 2 of 2 ~^~. S~.~lL~itth' A'fithority Approval (HAA) CHECKLIST - FEBRUARY 1984 JG ~. ~ TOd(~) 343-4744 RiI~,C~ t ~ ~O Legal Doscription: A. WELL DATA Well Classification Well Log Present (Y/N) T Date Comp,eted Total Depth /4~ / Cased to 14~' Depth of Grouting Static Water Level "~/! Casing Height Above Ground ~z~ n Electrical Wiring in Conduit (Y/N) SEPARATION DISTANCES FROM WELL: To Septic/Holding Tank on Lot ¢~' To Nearest Edge of Absorption Field on Lot To Nearest Public Sewer Line To Nearest Sewer Service Line on Lot If A, B, C, D.E.C. Approved (Y/N) Yield Pump Set At .,~..,~¢,~'~,~¢ ,,/'¢-~ / Sanitary Seal on Casing (Y/N) ~ Depression Around Wellhead (Y/N) ~ ; On Adjoining Lots /0~' /' ; On Adjoining Lots To Nearest Public Sewer Cleanout/Manhole~l/ Water Sample Collected by ,../Olitq (;_;t~.-l. OGt.~_¢ , _ ' Date Water Sample Test Results ~%1S¢~¢E~ Comments .~ ()¢l¢,lkb'~l~ ~)&lXJbB dlglL'~l B. SEPTIC/HOLDING TANK DATA Date lnstalled ~//~Z/-,f/~'~ Size Standpipes (Y/N) '~ Air-tight Caps (Y/N) Depression over Tank (Y/N) Pumping/Maintenance Contact on File (Y/N) Holding Tank High-Water Alarm (Y/N) SEPARATION DISTANCES FROM SEPTIC/HOLDING TANK: To Water-Supply Well o"~,~' I ..~ To Property Line ,~¢) ' To Water Main/Service Line To Stream, Pond, Lake or Major Drainage Course Comments ~ No. of Compartments ~'- Foundation Cleanout (Y/N) "1' Date Last Pumped IDI/L~JR~ /,~,~;~,':~ ; for K[]/~ Temporary Holding Tank Permit (Y/N) ~/'~ To Building Foundation To Disposal Field ~'~ 72-026 (Rev. 7/88) Front Page 1 of 2 C, ABSORPTION FIELD DATA Soils Rating in Absorption Strata ~- ~'~ Date Installed Width of Field Square Feet of Absortion Area Depression over Field (Y/N) Results of Last Adequacy Test SEPARATION DISTANCE FROM ABSORPTION FIELD: To Water-Supply Well To Building Foundation Lot To Water Main/Service Line To Stream, Pond, Lake, or Major Drainage Course To Driveway, Parking Area, or Vehicle Storage Area Comments D .~IFT~ Date Installed ..... Dimensions Size in Gallons "Pump On" Level at -'¢J..¢),'3 ~ --~,_**_,. P High Water Alarm Level at /'t~/O~/(~'~[ ~>.,'* ........Vent ( Tested for Meets MOA Electrical Codes (Y/N) Comments Type of System Design Length of Field ¢ff~l Depth of Field I[~ Gravel Bed Thickness ~ ~ Statndpipes Present(Y/N) Date of Last Adequacy Test '1' To Property Line I To Existing or Abandoned System on ; On Adjoining Lots ¢-IA To Cutback (if present) **Check Perroi¢ I certify tha~/~ inspection/// Signed ///~ Company' & Date MOA No. 2d BedrO.o/~ing Against HAA Request** /e che~ed/~,erified, or conformed to all MOA and effect on the date of this Engineer's Seal Receipt No. Date of Payment Amount: $ 72 026 (Rev. 7/88) Back Receipt No, Waiver Fee: $ Date of Payment Page 2 of 2 MUNICIPALITY OF ANCHORAGE Department of Health & Human Services DIVISION OF ENVIRONMENTAL SERVICES 343-4744 Parcel I.D. # CERTIFICATE OF INSPECTION FOR HEALTH AUTHORITY APPROVAL OF ON-SITE SEWER AND WATER FACILITY FOR SINGLE FAMILY DWELLING 1. GENERAL INFORMATION (Must be completed prior to submittal) (a) Legal Description (include lot, block, subdivision, section, township, range) Location (add ress or di rections) · /~.~d.~..//~ ....¢/.~ ~vC...~_- ~/~,~/~ /~ ,-}~JL3,~. Telephone: (home) (b) Property owner Mailing Address (c) Lending Institution Mailing Address /f'~V/"~ Telephone '¢('4/'Jr-' (d) Real Estate Company and Agent Add ress Telephone /~ ~'//~ (e) Mail the NAA to the following address: (or check here ~hold f°r pick up.) List contact person and day phone number below: ' 2. TYPE OF RESIDENCE' Single-Family ~ Number of bedrooms_ v~ 3. WATER SUPPLYJ Individual Well E~' Community [] Public [] Note: If community well system, must have written confirmation from the State Department of Environmental Conservation attesting to th legality and status. 4. SEWAGE DI~' On-site lB//' 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. 72 o~5 (Rev 7/8B) Page 1 of 2 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 th is 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_ regu. iations in effect on th_e date of this inspection. Name of Firm Date // ,Approved fo~ _~ bearooms~y~ ~ ./ ~ate Approved _ Disapproved Conditional Terms of Conditional Approval The Municipality of Anchorage Department of Health and Human Services (DHHS) issues Health Authority Approval cerificated 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 courtesy to 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. 72-025 (Rev. 7/88) Back Page 2 of 2 A. WELL DATA ~ MUNICIPALITY OF ANCHORAGE (MOA) 'MUN~-"~'~,~)F Ai~c~n~.e.a, Ith Authority Approval (HAA) ~NVI~O~.~'t~J~.~/,,ViC~"/~'~,~C'j~ECKLIST- FEBRUARY 1984 ~ ~w~oN 343-4744 RECEIVED Legal Description: If A, B, C, D.E.C. Approved (Y/N) Well Log Present (YIN) ~'/ Date Completed ~/,~Z~ Yield Total Depth ,/~"/~> Cased to /~'c¢¢ Depth of Grouting _ _ Static Water Level '7~.~ / Pump Set At //~/~/,'~F.~ / Casing Height Above Ground ~ / Sanitary Seal on Casing (Y/N) Electrical Wiring in Conduit (Y/N) ~ Depression Around Wellhead (Y/N) SEPARATION DISTANCES FROM WELL: TO Septic/Holding Tank on Lot ¢'~ To Nearest Edge of Absorption Field on Lot /~/ / To Nearest Public Sewer Line ,~'/~,~ To Nearest Public Sewer Cleanout/Manhole To Nearest Sewer Service Line on Lot Water Sample Collected by J~,/~7// ~'~_~ ;Date Water Sample Test Results ~/& /4?.,. : On Adjoining Lots ; On Adjoining Lots B. SEPTIC/HOLDING TANK DATA Date Installed ',,?/.¢-'2--/~¢-,~ Size /~'~)O,,¢Z/No. of Compartments StandPipes (Y/N) F Air-tight Caps (Y/N) Depression over Tank (Y/N) Pumping/Maintenance Contact on File (Y/N) Holding Tank High-Water Alarm (Y/N) SEPARATION DISTANCES FROM SEPTIC/HQLDING TANK: To Water-Supply Well To Property Line To Water Main/Service Line ¢5 1 To Stream, Pond, Lake or Major Drainage Course Foundation Cleanout (Y/N) ~" Date Last Pumped ,/¢/x~/~¢ ;for Temporary Holding Tank Permit (Y/N) To Building Foundation To Disposal Field ,~' 72-026 (Rev. 7/88) Front Page 1 of 2 C. ABSORPTION FIELD DATA Soils Rating in Absorption Strata Date Installed J/:~'.(,1 ~/~'~'7 Width of Field ~ Square Feet of Absortion Area Type of System Design Length of Field ¢~'"/'/' / Depth of Field // / Gravel Bed Thickness '7 ' · ~'~ z---//~ Statndpipes Present (Y/N) Depression over Field (Y/N) ,/~ Results of Last Adequacy Test SEPARATION DISTANCE FROM ABSORPTION FIELD: To Water-Supply Well ~'~O/' / To Building Foundation ~¢+-~ / Lot /~'/¢~- To Water Main/Service Line ~,¢'~ / D. LIFT STATION Date Installed Size in Gallons "Pump On" Level at High Water Alarm Level at Tested for Meets MOA Electrical Comments Date of Last Adequacy Test To Property Line To Existing or Abandoned System on ; On Adjoining Lots ~ ~-~) TO Cutback (if present) To Stream, Pond, Lake, or Major Drainage Course ,/~//¢~ . To Driveway, Parking Area, or yehicle Storage Area ., .~I~'"~ ! . . Dimens Manhole/Ac~ V **Check Per Bedro ng Against HAA Request** I certify that/4 ~¢~)¢) ~ leckCd~, v~rified, or conformed to all MOA an( i nspection///////~ / Company Date MOA No. Engineer's Seal Receipt No Date of Payment Amount: $ 72-026 (Rev. 7/88) Back Receipt Waiver Fee: $ Date of Payment Page 2 of 2 MUNICIPALITY OF ANCHORAGE DIVISION OF ENVIRONMENTAL HEALTH DEPARTMENT OF HEALTH AND ENVIRONMENTAL PROTECTION APPLICATION FOR HEALTH AUTHORITY APPROVAL CERTIFICATE 1. C~neral Information Application Date March 28, 1984 (a) Legal D~sc~iption (include lot, block, subdivision~ section, township, range) Lot 22 Block 3 Talus West Subdivision Location (address or directions) 4540 SnowcuR Circle (b) Applicants Nams.~quitable Relocation Manasement TelepOone(4jS)945-6700 Applicants Address3050 Citrus Circle, Suite 116 P.O. Box 9100 Walnut Creek, Cal~for~ 94598 (c)Applicant is (che~ one) Lending Institution ~; Owner/~~. ; ~uy~r ~--]i~ ~er ~_--_] le~lain), Reloostion ~Co~any~Cont~actual O~er' (d) Lending Institution First National Bank of Anchorage Telephone 265-3069 Adck'ess 464 West 4th. Avenue Anchorage, Alaska 99501 (e) P~al Estate COo & Agent C-21 Heritage Homes and Inv. Inc. Address 207 E. Northern Lights Blvd. Anchorage, Alaska 99503 Telephone (907) 2. ~ of ~sid_encs Single-Family Numbe.a~ of Bedrcoms 3. ~ater_SupplJi Individual ~bll 276-1333 Contact Joan Sheppard or Larry Hardesty Multi-Family~__~ 3 other (describe) Ce~mnity~--] Public~ Note: If oc~unity ~11 system, must have written confirmation from ~3e State Departn~nt of Environn~ntal Conservation attesting to th~ legality and status. Is the ~11 adequate for the number of bedrocks specified in this HAA (Y/N) Yes 4. Sewage Disposal Onsite t~--~., Public ~ Co~unity ~ Holding Tank ~ Is the wastewate~ disposal system adequate for the ~lmlter of k~drooms (Y/N) Yes [Page 1 of 2] 2-15-84 5. E_~n.~i. ppe=rinU Firm ~.ovidin.~_Inspections, Te~ts, Data and Information I certify that I hav~ che.~cked, verified, or conforn~d to all YOA HAA Guid~lir~s in effect on the date of tJ~is inspe~ction. Signed_L ~ :~.'~____ Date Name of Fi_~n '~ ~ ~_~3~-~__~_~-~ Telephohe ~7~- ~d (~GI~EER S~) ~. ~. 2225-[ 2s. ?:7 6. DHEP Approval ~ Approved for ~ bedrccam Approved ~--~ ~isapp=_oved ~-~ Cor. ditiona! ~-/ Terms of Conditional Approval The Municipality of Anchorage Dapa~tlrent of Health and Envi~or=vmntal Protection dces not guarantee the continued satisfactory performance of the wate~ supply and/o~ the wastewater disposal system. This approval indicates that, as of tb~ validation date shc~n above, based on the data and information furnished by an engineer regis~.~red in the State of Alaska, the ~.~te~ supply and wastewater dispcksal system is safe and func- hicnal fo~ the ~umbe~ of bedrocks and type. of structure indicated. 70 Mail the HAA to the following address: Call Joan Sheppard or Larry Hardesty %~u/)276-1333 for pick up [Pa.ce 2 of 2] 2-15-84 ~ C-21 Heritage Homes and Investments Inc. lnchorage, Alaska 99503 ~-~.-~orthern Lights Blvd. KB2/d5/s A® MUNICIPALITY OF ANCHORAGE (MOA) HEALT~ AL~dORITY APPROVAL (HAA) cHEcKLIST - FEBRUARY 1984 Well Classification 'PR%VATL~ Well Log P~esent (Y/N) OM g-IL.~ Total DeptJ% /~/~ Cased to Static Water Level ~ Date Completed Casing Height Above Ground Elect~zical Wiring in Conduit (Y/N) ~/' Separation Distances f~cm Well: To Septic/Holding Tank on Lot ; On Adjoining Lots /(~ '~ To Nearest Edge of Absorption Field on Lot J O 7 To Nearest Public Sewer Line C leancut/Manhole ~'/A Water Sample Collected By Water Sample Test l~sults Ccmrents To k%a~est Public Sewer To Nearest Se~wer Service Line on Lot ; On Adjoining Lots /~ ~ ~ B. SEPTIC/HOLDING TANK DATA Date Installed Standpipes (Y~) ~' ai~-tight Caps (Y~) ~ Foundation Cleanout (Y~) ~ ~p~ession o~ Ta~ (Y~) ~ ~te ~st P~d ~.~ ~S~ P~ing~intenan~ ~n~a~ ~ File (~) ; for Holding Ta~ High-Wate~ ~a~ (Y~) ~ra~y Holdi~ Tank ~rn~t (Y~) SeParation Distances ~~/H°lding To Water-Supply Well To Property Line To ~ter Main/Service. Lir~ Course Tank: To Building Foundation ~B To Disposal Field lO To S~eam, Pond, Lake, ~ Major Drainage [Page 1 of 2] 2-15-84 C. ABSORPTION FIELD DATA Soils Rating in Absorption Stmata Date Installed ~-/5- 77 Width of Field D~ Square Feet of Absorption A~ea ~/~ Depression over Field (Y/N) %~ Results of ~st ~a~ ~st ~ Type of System Design Length of Field ~ z/ Depth of Field... / ~ ~'-/ Gravel Bed Thickness ~ Standpipes P~esent (Y/N) Date of Last Adequacy Test ~l~Z;/~ , Separation Distance f~om Absorption Field: To Wate=-Supply Well /~3 *~ To P~operty Line ~ ~ TO Building Foundation //~ To Existing or Abandoned System on Lot /~ ~ ~ ~ ; On Adjoining Lots To Water Main/Service Line ~M ~M To Cutbank(if present) To Stream/Pond/Lake/c~ Major D~ainage Course To D~iveway, Parking A~ea, c~ Vehicle Storage A~ea D. LIFT STATION Date Installed Size in Gallons "Pump On" Level at High Water Alarm Level at Tested fo= Electrical Codes(Y/N) Dimensions Manhole/Acces,¢ "Pump Off" Le~ Ven{ ~ Pumping Cycles du~ing Con~nts Signed . KB1/d5/s ** Check Permitted Bed~oc~ Rating Against HAA Request I certify that I have checked, verified, o~ confc~med to all MOA HAA Guidelines in effect on the date of this inspection. Date .......... MOA No. STo°~/-o// [Page 2 of 2] 2-].5-84 Il~ r~ 203 w. 15th AVE "C' SUITE 203 ~J~ ANCHORAGE, ALASKA 99501 TELEPHONE: (907) 279-3916 CONSULTING ENGINEER Darrie Gillespie Equitable Relocation P. O.Box 9100 Walnut Creek Cal. 94598 LEGAL LOCATION OWNER residence WATER SYSTEM SEPTIC SYSTEM DATE OF TEST TEST PROCEDURE TEST RESULT --% t, ,, ~. ~. 2225-[ SEPTIC SYSTEM ADEQUACY' Lot 22, Block 3, Talus 4540 Snowcap Circle Merle Root 3 bedroom single resident On Site Well FROM MUNICIPAL RECORDS TANK 1500 gal. Anchorage Tank Steel Two Compartments ABSORPTION SYSTEM Trench, 54 feet long, 7 feet of rocks ABSORPTION AREA 816 sq. ft. SOIL RATING 275 INSTALLATION DATE Tank November 1983 Trench June 1971 November 21, 1983 System was charged with with water at a rate of 4 gal. per min. for 4 hours. During this period no backflow into the tank occured. The system was then given 90 min. to stabilize. Liquid level in sump was then 35 inches above starting level. During the next 4 hours the level dropped 2.75 inches. The coresponding absorption rate was 18.86 gal. per hour or 452 gal per 24 hour period. This system meets the Municipal Requirements ~UNIc'IP~LiD, I~N, , DEP~ '0'/' OF UT~CFioN -RECEIVED ALASKA I1UIROF1Fn I1TAL COFITROL S RUIC S, IrlC. ~UlVlclP.41.r~, Mr. Merle Root P.O. Box 11-1843 Anchorage ~ Alaska 99511 Dear Mr. Root: RECEIVED During our conversation on October 14, 1983~ you asked me to assit in upgrading your present septic 8ystem to accomodate an additional 1.5 bedrooms. This size factor was determined to be necessary through an adequacy test required by the Municipality of Anchorage. This ~e~ determined your existing drainfield to b~_~quate for a 1.5 bedroom borne, thus the increase of an additional 1.5 ~e~r~m c~paclty way necessary to bring your 3 bedroom home up to Municipal Code. On October 19, 1983, soils tests were conducted on your property. The test results show the soils to be composed generally of silt with a slight gravel content. The soil in both test holes was damp, the dampness increasing with depth. In one test hole, ground water was encountered at a depth of 17 feet. Two percolation tests were also conducted, both tests resulting in a percolaion rate much slower than 60 minutes per incl,, which is the maximum rate the Municipality of Anchorage determines to be acceptable for a soils absorption septic system. Due to the extremely poor soils, and limited area caused by ensuring a minimum isolation distance of 100' from any septic system to a private well, I feel a standard soil absorption septic system is sot feasable. There appears to be only two options available to you at this point. You could combine efforts with an adacent neighbor to develop a community system, providing adequate soils were found. This system would service both homes as a typical private soils absorption system does. Co~nunity systems require a legally binding maintenance contract drawn up and submitted to the Municipality. The contract deems both homeowners responsible for the systems up-keep. The other option is to install a holding tank suitably sized for your 3 bedroom home. This is a "pump and haul" system where routine pumpings of the tank are required. Both of these options have drawbacks and because of the limited ti~ne available to you, I would suggest the installation of a holding tank. This could be accomplished much faster and would not hold the future home owners with legal complications. 1200 UJcst 33rd Aucnu¢, $ui1¢ J~ ,~ r~nchoro§¢, Aloska 99503 ¢, (907} 276-t381 Unfortunately the situation you find yourself in is not one which can be resolved by standard means. Talus West Subdivision is one of the most problem-causing subdivisions within tile Municipality. .By problem-causing I am refering to ~ituations very similar to yours. I sincerely wish that I could have responded with more favorable results, but such is not the case. If I can be of further service to you or answer any additional questions, please feel free to contact me. Sincerely, Laura Ogar Environmental Health Specialist ^LASKA eFIUIROFImeFITAL cOr~TROL Enqin~¢rincl g ~nuironmenloJ $1uclies $1~RUICI~$, II'lC. OCTOBER 10 1983 7.. MERLE ROOT P.O. BOX 11-1843 ANCHORAGE AK 99511 SELLER - MERLE 'ROOT BUYER - SUBDIVISION - TALUS WEST BLOCK - 3 LOT - 22 ADEQUACY TEST FOR SEWER SYSTEM 'THE TYPE OF ABSORPTION SYSTEM IS A TRENCH WITH AN AREA OF 816 SQFT. THE SYSTEM IS CAPABLE OF ACCEPTING 334 GALLONS OF WATER PER DAY. THE SURGE CAPACITY OF THE SYSTEM IS 334 GALLONS. BASED UPON THE TEST DATA THE SYSTEM IS NOT ACCEPTABLE FOR A HOME OF 3 BEDROOMS. SEPTIC TANK ADEQUACY THIS HOUSE HAS A PACKAGE PLANT IN LIEU OF A SEPTIC TANK. ~;':.'""x'...$t;',~ ~.,...~.,x.';.;'~ ........ .. ......... ,;%... ,o,~: ,,o, .....?.~ 1200 JJJcsl 33rcJ fiucnu¢, 5ui1¢ B · Anchora§e, Alaska 99503 · (901) 276-1361 APPLI ,NT FILLS OUT UPPER HA ' ONLY Lending Instltutlo~ Realty Co. & Agent Phone Ty e of Residence ~ Single Family Water Supply Community For wells drilled prior to that date, give well depth (attach log i~ available). Sewer Disposal Time Time Time Time Date Date Date Date Inspector Inspector Inspector I n s p ec~) ~c,~,~ q~ Field Notes: MUNICIPALITY OF ANCHORAGE ,J'~3,-(') DFPT C~- I'~::'L]:r ,~ C:,.~/~_~ I~NVIR,O; ~h. :h ; A.. ; .o. EL TION 4~,.~~,t ('~ ~ 2 8 ~'Tq ~" t-S'' ~2 7 WelltoTank /,~ SeptlcT~kSIze -- ' ?4arch 4, 1983 Merle and L,~ulah Root P.O. 10-1843 S.S. Anchorage, Ali 99511 Subject: Lot 22 Block 3 Talus West S/D Approval for the individual sewer and water facilities cannot be ~jranted until the following items have been completed: ~£he top of the well casing should be sealed so that it is water tight° The water analysis report needs to be submitted to this office from the Cbem Lab~ 5633 g Street~ for our review. The sea?tic tank pumped with a receipt submitted to this department. An adequacy test needs to be performed on the existing leaching area. This test will determine if the system is adequate according to National Standards. A listing of private firms performing the test is enclosed. This report needs to be submitted to this office for our review. A maintenance contract for the Jet unit serving the sewer system needs .to be obtained from Con_~teel Company~ 376-5919, and a copy submitted to this office for our review and our files. 'Please notify this Department for a reinspection when the noted discl?epancios have been corrected. If there are any further questions, please call this office at 264~-4720. Sincerely, ~/ Jim Roberts Associate Environmental Specialist JR134/p/E1 Enclosure ,DEPARTME 825 MUNICIPALITY OF ANCHORAGE /~r~ / OF HEALTH AND ENVIRONMEN' . PROTECTION ,,~ L Street, Anchorage. AlasJ~a 99501 264-4720 Date Received: September 13, 1977 #1: Time 1:30 p.m. ~2: Time #3: Time Date 9-13-77 Wedn/ Date Date Insp Kennedy Insp Insp ' A~.-2i~- REQUEST FOR APPROVAL OF INDIVIDUAL SEWER AND WATER FACILITIES/ 1. Lending Institution Request: Mailing Address:~ So Property Owner: Mailing Address: Legal Description: Phone: Biqrue Construction/Buck Hiqht Phone: 349-3494 ~.11 ~ Lot 22 Block 3 Talus West Subdivision Single Family Residence: (~ Number of Bedrooms: Three Multiple Family Residence: ( ) Number of Bedrooms: Well System: Individual Well (~ Community/Public System ( ) Permit tt _~'~% Depth of Well ~t% Well Log on File (X) Construction Bacterial Analysis Sewage Permit # 77209 Septic Tank Size Absorption Area Disposal System: Installed On-slte System (x) Public Utility 1977 Installer Manufacturer Soils Rate Material ( ) Distances: Well to Septic Tank to Absorption Area to Sewer Line Nearest Lot line Absorption Area to Nearest Lot Line _/MUNICIPALITY OF ANCHORAGL //~9-~ / Department of Health and Environmental Protecti6~ //~{!t'i~i/ 825 L Street, A/lchorage, Alaska 9950'i I 'i~'~' ~quest for Approval of Individual Sewer and Water Faci~i,ties 1. Property Owner: , ~ d~' Mailing Address:~ ~. [~--~ (P'-e Phone: Name of Buyer: Mailing Address: Phone: Lending Institution: Mailing Address: Phone: 6 o o Realtor/Agent: Mailing Address: Phone: Legal Description: /.~ ~.~'X/~' ;~ '/~-~"X~Lm-~ Single Family Residence: ~'" Number of Bedrooms:. Multiple Family Residence: ( ) Number of Bedrooms: . / Water Supply: *Individual Well ~ If Individual Well, well depth If Community System, name of system Public/Conm~unity System ( ) Sewage Disposal System: On-site System Public System ( ) If On-site System, date of installation: / ~'~7 *NOTE: A well log is required on ALL wells drilled since 6/75. 3/77 Page Two Department of Health and Environmental Protection Request for Approval of Individual Sewer and Water Facilities Legal Description: Lot 22 Block 3 Talus Wes% Subdivision Comments: Affadavit Attached: ( ) Letter Attached: ( ) Disapproved: Date: Date: Department Worksheet: d