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HomeMy WebLinkAboutT12N R3W SEC 33 LT 198 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: OSP241271 Work Type: Septic Upgrade Tax Code Number: 01833102000 Site Legal Address: T12N R3W SEC 33 LT 198 G:3135 Site Mailing Address: 3500 RABBIT CREEK RD, Anchorage Owner: FEDELE CHRIS P & LOIS J Design Engineer: FORGE ENGINEERING This permit is for the construction of: Effective Date: Expiration Date: Lot Size in Sq Ft: Total Bedrooms: 9/11 /2024 9/11 /2025 Q Disposal Field Z 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: C Date: Issued By: Date: �/� 3 Community Development Department Phone: 907-343-7904 Development Services Division Fax: 907-343-7997 On -Site Water & Wastewater Program ON -SITE SEWER/WELL PERMIT APPLICATION Parcel I.D. 018-331-02 Property owner(s) Chris & Lois Fedele Day phone Mailina address 3500 Rabbit Creek Road, Anchorage, AK, 99516 Site address �� 3500 Rabbit Creek Road, Anchorage, AK, 99516 Legal description (Sub'd., Block & Lot) _ Legal description (Township, Range & Section) T12N R3W SEC 33 Lot 198 Lot Size -108,900 _Sq. Ft. Number of Bedrooms 3 APPLICATION IS FOR: APPLICATION IS AN: TYPE OF DWELLING: (Z all that apply) Absorption Field FX-1 Initial D Single Family (SF) EK (w/wo ADU) Septic Tank EX-1 Upgrade 0 Duplex (D) ❑ Holding Tank ❑ Renewal Multiple Dwellings ❑ Privy ❑ (SF and/or D) Private Well ❑ Water Storage ❑ THIS APPLICATION INCLUDES A VARIANCE / WAIVER REQUEST FOR: Distance: I certify that the above information is correct. I further certify that this is in accordance with applicable Municipal Codes. (Signature of property owner or authorized agent) Permit/Rush Fees: — Date of Payment: f177e, 2, Receipt Number: Permit No. 05Q?,qJ271 Waiver Fees: Date of Payment: Receipt Number: Waiver No. Permit App_'-'- : - :-'..:c ; August 20, 2024 MOA Development Services, On-Site Water & Wastewater Program 4700 Elmore Rd Anchorage, AK 99507 Subject: T12N R3W Sec 33, Lot 198 – 3500 Rabbit Creek Road Septic system design Dear On-Site Services Engineer: The owner of the above lot has a holding tank that is starting to fail, so we are submitting this permit application for the construction of a new septic system. The attached site plan identifies the location of the home as well as the existing well and 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 road in the front, and drops off on the southwest corner of the lot. It appears that there was significant fill brought in for a pad when this lot was originally developed. The central area of the pad, though, is relatively flat. There are no slopes greater than 25% within 50 feet downslope of either the primary 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. This lot had a standard septic system several decades ago, but when that failed a holding tank was installed. The high groundwater and fill prevented the installation of another standard septic system. With new advanced treatment, we are able to design a working system for this lot. Wells on this and adjacent lots are shown. The new system will be a minimum of 50’ from all wells and surface water. Please refer to the attached test hole logs, 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 OSP241271, Curtis Townsend, 09/11/24 Benjamin Schiller CE 12592REGISTEREDPROFESSION A L E N GINEER 1"=50' CO - CLEANOUT 2CO - DOUBLE CLEANOUT FCO - FOUNDATION CLEANOUT PV - PUMP VAULT MH - MANHOLE MT - MONITORING TUBE SV - SEPTIC VENT TH - TEST HOLE LEGEND T12N R3W SEC 33, L198 FEET 0 50 100 SEPTIC PLAN 8/19/2024 RABBIT CREEK ROAD MISC. CONEXES AND ACCESSORY BUILDINGS SHEDS EXISTING 88' LONG TRENCH AND 3000-GAL HOLDING TANK DECOMMISSION PER CODE TH#2 TH#1 WELL w/ 50' RADIUS 25' LONG x 5' WIDE, 6" EFFECTIVE DEPTH ABSORPTION TRENCH 1500-GAL ADVANTEX TANK w/ AX20 POD AND PUMP VAULT SA D D L E R S T R E E T 10' UTILITY EASEMENT FCO 3-BDR M HOME MT MT PV COURT 205 210 200 200 195 195 190 185 205 NEIGHBORING WELL RADII OUT OF VIEW PORT Municipality of Anchorage On-site Water and Wastewater REVIEWED FOR CODE COMPLIANCE OSP241271, Curtis Townsend, 09/11/24 T12N R3W SEC 33, L198 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 DESIGN FACTORS:SYSTEM REQUIREMENTS: 450 GPD PEAK FLOW PERK RATE: 8.1 MIN/IN APPLICATION RATE: 5 GPD/SF 5' WIDE MOUND SYSTEM 1500-GAL ADVANCED TREATMENT BOTTOM OF TRENCH: AT GRADE FLOW LINE ELEVATION: 6" ABOVE GRADE 450 GPD / 5 GPD/SF / 5' WIDE * 1.00 RED FACTOR [6" DEEP] = 18' LF TRENCH REQUIRED (25' LF SPECIFIED) 8/19/2024 DRAINFIELD ROCK 2' GEOTEXTILE FABRIC 6" 2:1 MAX SLOPES PROVIDE JUTE MESHING AND TOP SOIL W/ SEEDING 5' 4' MOA APPROVED SAND 2" FOAM INSULATION 6" 4' 1.25" PVC WITH 5x 1 8" HOLES AT 5' o.c. Municipality of Anchorage On-site Water and Wastewater REVIEWED FOR CODE COMPLIANCE OSP241271, Curtis Townsend, 09/11/24 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 START TIME 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? ---- 7/17 1 GM (SILTY GRAVEL) Professional Engineers Stamp: YES T12N R3W SEC 33 LOT 198 7/17/2024 018-331-02 A.C.E.S. 3:20 1 0 16 1' OB 30 Benjamin Schiller CE 12592REGISTEREDPROFESSION A L E N GINEER PERC TEST LOCATION TECHNICIAN: J.OPHEIM 1 0 16 8' 8.5' 7/24/2024 COMMENTS: SITE PLAN 0 0 16 USCS SOIL CLASSIFICATION WAS VISUALLY DETERMINED 7/24/2024 BLUE LAYER CLAY FILL BLUE LAYER CLAY Municipality of Anchorage On-site Water and Wastewater REVIEWED FOR CODE COMPLIANCE OSP241271, Curtis Townsend, 09/11/24 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 2 DATE READING START TIME 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? 8.1 7/17 1 2 3 GM (SILTY GRAVEL) Professional Engineers Stamp: YES T12N R3W SEC 33 LOT 198 7/17/2024 018-331-02 A.C.E.S. 4:19 1 0 16 4:50 5:23 1' OB 30 Benjamin Schiller CE 12592REGISTEREDPROFESSION A L E N GINEER PERC TEST LOCATION TECHNICIAN: J.OPHEIM 5 6 16 5' 6' 7/24/2024 COMMENTS: SITE PLAN 4 5 16 USCS SOIL CLASSIFICATION WAS VISUALLY DETERMINED 7/24/2024 FILL BLUE LAYER CLAY 1 0 1630 4 12 16 3 12 16 1 0 1630 4 11 16 3 11 16 Municipality of Anchorage On-site Water and Wastewater REVIEWED FOR CODE COMPLIANCE OSP241271, Curtis Townsend, 09/11/24 MUNICIPALITY OF ANCHORAGE ADVANCED WAS'I'EWA'I'Elt TREA'I'NIEN"I' SYS'I'EM MAINTENANCE AND REPAIR AGREEMENT THIS MAINNCENANCI AND REPAIR AGRELNiII NT. herein the -AGREEMENT" made and entered into as of this Dav of of 20 . by and between 1 H K IS F_EL?E� , herein the '`OWNER," and the Municipality of Anchorage. herein the "MUNICIPALITY", in accordance with Anchorage k1unicipal Code (AMC) 15.65.365. In consideration of tine InUtual covenants contained herein, the parties to this Agreement agree as follows: 1. Advanced Wastewatei* Treatment Systems. The Municipality grants permission to the Owner to utilize and operate. in Advanced Waste%v,ater'T'reatment System (AWWTS), described as located at (legal description) 2. Vlaintenarice. Repairs alit Alterations. (Owner is rccpuired to read, understand and initial each section) 5- Throughout tine 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 nnanufticturer's representative. The ANVWTS sbatl be maintained in a satisfactory condition capable of'performing as designed and producing treated septic effluent in accordance tivith the cquipnnent's approvat for operation in the ,Municipality. It shall be the responsibility of the Owner during the term of this Agreement to pay for all repair(s), maintenance, adjustnient(s), replacement costs, and inspection costs. This includes an annual maintenance fee (typically S400 to S600). Owner agrees that only maintenance and repair personnel approved by the Municipality OF the manufacturer's representative will inspect and make any necessary maintenance, repairs or permitted alterations to the. system. Owner acknowledges that regular maintenance of an AWWTS reduces tine potential _� r failure of the system, Which could include sewage backup and costly repairs or drainfield replacement. (rev. 0 5 / I S/20I S) Page I of 3 Owner acknowledges that (he Municipality may request records of maintenance and repairs trolll the 111anUfacturers represell, ative o1' illalntellttllGe p1'OVIdCr. Owner acknowledges that the tine for failing to maintain and repair an AWWTS may be assessed in accordance with AMC 14.60.030. O\vner agrees to gratlt the MLIIllClpahty reasonable access to test and inspect the AWW'CS. Tile Municipality will give at least 24-hou1- notice. Owner agrees that any sale or transfer of title of the property will not occur without a new Certificate of OII-Site Systems Approval. Owner agrees that the AW\VTS installation and maintenance requirements as provided by the AWWTS vendoriinstaIler and approved by the IVlLill icipality are the governing guidelines for rile Coll'tt-uction, m€tintenance and repair of the Owner's AWWTS. Owner agrees to maintain remote monitoring of the AWWTS as required by the AWWTS approval. >. Tenn. 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 t�W W1 S is operational or until title is transferred. 4. Nonwaiver. Tlie failure of the Nunicipality at any time to enforce a provision of this AgreCnlent shall In no way COI1St1t11tC a waiver of the provisions, nor In any way affect the validity of the Aoreenlcnt or any part hereof, or the right ofthe MLIIIIcipality thereafter to enforce every provision hereol'. 7. Amendment. This Agreement shall only be amended by alltllOrIZCd representatives of the Owner and Mlinlclpahty. Any attetllpt to £1111enCl this allreCmellt bV either all unauthorized representative or Unauthorized means shall be void. 6. Jurisdiction: Choice of Law. Any civil action arisint. from (tits Agreement shall be brought in the Superior Court for the Third Judicial District of the State ol'Alaska at Anchorage. The laws of the State of Alaska shall Govern the rights and obligations of the parties under this Agreement. 7. SeverabilitV. Any provisions of this Agreement ttecreect 11lvalid by a court OFC01111mcm jurisdiction shall not invalidate (lie reniaming provisions of the Agreement. (rev. Uzi 18%2018 ) Page 2 of 3 OWNER: By (print name) STAT17', OFALASKA ss. 'FlIMI) JUDICIAL DISTRICT' Date: The FOI-C'10111g illStl-Ltlllellt was acknowledged before me this da>> of -)o by NOTAM'PUBLIC FOR ALASKA My Commission expires: N-IUNICJPAI,I'I'Y: By: (sil - matUl-C) Ci,j K� 1 Date. ritie: (rev. 05/18i2018) Pa(Te 3 01'3 RABBIT CREEK ROAD SA D D L E R S T R E E T Taylor L. Dosch No. 189892 R E GISTEREDPROFESSIO N A L L A N D S URVEYOR 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: ,~:'~-,,/~Ur DI~..~ PiDNumber: O1~ ~ ~L~ ~ ~ & ,, Wastewater System: D New Upgrade Address: ~ ~;~ ~ ~ ABSORPTION FIELD P,one:~ __ 7~0~ IN°'°'~r°°ms: ~DeepTreno, ~ShallowTrenoh ~Bed =Mound~her LEGAL DESCRIPTION Soil Rating: Total Depth f rom original grade: GPD/Sq. Ft. LOt: Block: Subdivision: Depth to pipe bottom lrom original grade: Gravel depth beneath pipe '/q~ Ft. Ft. Township:~ ~[Range: ~ ~ ~ Secti. Fill added above orig,nal grade: Gravel length: WELL: B New ~ Upgrade Gravel widlh: Number of lines: [Bistancebetweenllnes: Yield: GPM [ Pump Set at: Ft. ]Casing Height Above Ground:Ft. TAN K SEPARATION' DISTANCES ~ Septic ~Holding ~ S.T.E.P. From Tank Fie,d Slation Tank Sewe~ Lines ~ ~ Surface Water LIFT STATION Line I Drain I Remarks: BENCH MARK 0~ Location and Description: P~INTIFF ~ [ A~sumed Elevation: ~HIBIT NO ~ ENGIN~ER'S'SEA~ ADMI~ED , Inspections performed by: Dates: 1st Department of Health and Human Services approval ' Reviewed and approved by: Date: ~~ , 72-013 (Rev. 9191) MOA 25 <~ TesChoLe #4 ~ TesChoLe //5 £75.00 RIO0. O0 AL4£M WIR£ </ Testhote #3 Holdfng Tank PLAINTIFF ~,DMITTED ~ 90 (CASE NUMSER) P5 ~ Tes~hote #2 TOBBEN SPURKLAND P.E. 205 W 15TH. AVENUE ~gNCH AK. 9950! 07)' 279 ~916 LOT 198, SEC. 33 T121V R3~f CHRIS FEDELE 5500 RABBIT CREEK ROAD SEPTIC SYSTEM ASBUILT DATE: JUNE 28, 1994 SHEET: 2/5 GRID: $135 1" X 10' C~NDUIT ~ PAIN CAP TYPICAL/ 1_~ GAL VANIZED LB, PUMP ACCESS // 4 FL ZTF COl/ER OVER' TANK ~ ~ TO ALAPM PmNEL ~ CAULDE£ CZTUPLIN6 ~i TYPICAL DIREC? BU£IAL ~E HIGH dATER ALARM ,t MENCU~Y S~ITCH FLOAT ~,67 S[AN A 3000 AL, TANK ANCHD~AGE TANK ADMI~ED ~ ~0~[ REVISED: MAY 19, ~994 k (~SE NUMBER) 1 6751 W, DIM~ND BLV9, SECT/OW JJ T12M RJW DATE,LUWE 2~ I994 ANCH. AK, 99502-3904 q?o7~ a4~ ~g?5 CHRIS FEDELE SHEET, J/J GRID, J/55 08-10-1994 02:49PM FROM ANCHORAGE?REFUSE/INC Gl~,ler ~ral Oor~trudk~ 8OO E. Dimond. Suit~ 3-59O Anchm'~me. AI~,~ 995'15 TO 34~740 P.02 Invoice ~ r'~Me,-Chrl~ B~l~ng fM C~npiet~d ,Job at ~ Rab~t [:nmi; Rd, Tank & Mm.m. I~addw t~mk. h~4c up pittaa v~v~. plumb~g mme~iat, ,~',v~. ele~td(;M mate~l I All wo~k i~ comlx~te! 100.oo 190.00 125.00 114,1~ TOTAL oo · ' PLAINTIFF EXHIBIT NO. '~ ADMITTED ~ TOTAL P.02 68/25/1994 11:28 GLACIER GENERAL CONSTRUCTIOn, iNC. Dally Log Sheet PAGE Job: ~,~, ;,;,,r ~,~¢;.,~_ ,, Job Super~isor: ~.. /.~,¥/,~ Description of dally activities: PLAINTIFF ADMITTED ~- (CASE NUMBER) 02 EXHIBIT LIST Court Case No.: ~ M102011 MUNICIPALITY OF ANCHORAGE ~--~ Pretrial Hearing vs. TOBBEN SPURK[AND Trial Name of Party: MUNICIPALITY OF ANCHORAGE ~Pltf. ~Def. (There must be a separate exhibit list for each party.) Party's Attorney: Criminal Case Origination: __ APD __ AST Agency Case #: COURT USE ONLY Exhibit No. With- To From I To Marked for ID ~rawn Jury/ Jury/I Exh. (Write No.) BRIEF DESCRIPTION OF EXHIBIT Off. Ad. Date Judge Judge Clerk 1 PERMIT 2 ENGINEER BULLETIN 3, 3A&B INSPECTION REPORTS 4 INVOICE 4A LOG SHEET 5 CERTIFICATE 6 ENGINEER BULLETIN 7, 7A&B INSPECTION REPORTS 8 REGULATIONS 9 LETTER 9A-C CITATIONS 10 CONSTRUTION CERTIFICATION certify that the exhibits checked in the "To Jury/Judge" column on this and all pages were given to the jury/judge for deliberation/advisement. Date In-Court Clerk Received By I certify that the exhibits checked in the "From Jury/Judge" column on this and all attached pages were received from the jury/judge after the verdict/decision. Date In-Court Clerk/Exhibits Clerk Received From Exhibits placed into Interim In-Court Storage. B~ H. SCHNEIDER Date I certify that the exhibits checked in the "To attached pages have been placed in Exhibit Storage. Date Page 1 of TF-200 ANCH -~91) (cs) EXHIBIT LIST Exhibits Clerk" Exhibits Clerk column on this and ali Civil Rule 43.1 Criminal Rule 26.1 Admin. Bulletin No. 9 IN THE DISTRICT/B~Ji%FLR~I~IR COURT FOR ,THE STATE OF ALASKA AT ANCHORAGE MUNICIPALI%~f OF ANCHORAGE Plaintiff(s), VS. %~3BBEN SPL~KLAND Defendant(s). CASE NO. M102011 INVENTORY AND RECEIPT INVENTORY The exhibits/depositions listed below and a copy of this~ form were released to I~10 ROBINSON DHHS by the following method: Certified mail. (Attach certified mail receipts to this form.) Messenger service. (Receipt below must be signed.) Picked up by the person listed above Or his representative. (Receipt below must be signed.) Temporary release authorized by Judge Exhibits are to be returned to court by (Check box above showing release method.) (date) List of Exhibits/Depositions Released: ~ Copy of exhibit list attached. (Circle those released.) ~--] List of -exhibits: ~ List of depositions: J~L~ARY 5, 1995 Date RECEIPT FOR EXHIBITS/DEPOSITIONS I certify that I received the exhibits/depositions noted above. Date: Signature Print Name: Title: []]Attorney[[] Employee of Messenger Service For TF-206 (12/88) (st. 2) Civ. R. 43.1, Crim. R. 26.1 MUNICIPALITY OF ANCHORAGE DEPARTMENT OF HEALTH AND HUMAN SERVICES P.O. BOX 196650, 825 "L" STREET, ROOM 502 ANCHORAGE, ALASKA 99519-6650 ON-SITE WASTEWATER DISPOSAL SYSTEM PERI~IT N73MBER:SW940145 DESIGN ENGINEER:TOBBEN SPURKLAND, P.E. OWNER NAME:FEDELE CHRIS P & LOIS J OWNER ADDRESS:3500 RABBIT CREEK RD ANCHORAGE, AK 99518 PAGE 1 OF 1 (UPGRADE) PERMIT DATE ISSUED: 5/26/94 EXPIRATION DATE: 5/26/95 PARCEL ID:01833102 LEGAL DESCRIPTION: T12N R3W SEC 33 LT 198 LOT SIZE: 108900 (SQ. FT.) NUMBER OF BEDROOMS: 3 THIS PERMIT: 3 THIS PERMIT IS FOR THE CONTRUCTION OF: HOLDING TANK 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 (18AAC80). 3. THE ENGINEER MUST NOTIFY DHHS AT LEAST 2 HOURS PRIOR TO EACH INSPECTION. PROVIDE NOTIFICATION BY CALLING 343-4744 (24 HOURS) 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. Torn Fink, Mayor Department of Health and Human Services 825 "L' Street P.O. Box 196650 Anchorage, Alaska 99519-6650 ENGINEER BULLETIN 91-4 September To: Subject: 12, 1991 All Engineers Designing and Inspecting On-site Wastewater Disposal Systems Owner Installation of On-site Wastewater Disposal Systems AMC 15.65.035 requires that any person engaged in the business of installing or excavating an on-site wastewater disposal system must be permitted by DHHS. Recently we have received several as-built inspection reports which indicated that systems were installed by the property owner. Upon inquiry we have found that several of these "owner installed" systems were actually installed by contractors who were not permitted by DHHS. In situations where a property owner truly desires to install his own system, we will require that the owner obtain prior approval from this office. The owner should submit a letter with the permit application that indicates that the system will be owner installed. The letter should specify the anticipated extent of owner involvement during construction and should also include a list of proposed subcontractors. Approval for owner installation will be indicated under the Special Provisions portion of the permit. As-built will not approval. inspection reports which indicate owner installation be approved unless the owner has received prior Please contact our office at 343-4744 if you have any questions. Sincerely, Jo~n Smith, P.E. J Program Manager, On site Services cc: Lee Browning, P.E., Manager, Environmental Services PLAINTIFF -:XHIBIT NO. ~'J ADMITTED ~ o 0 0 0 Tom Fink, Mayor Department of Health and Human Services. 825 "L" Street P.O. Box 196650 Anchorage, Alaska 99519-6650 ENGINEER ~ULLETIN 92-5 April 20, 1992 To: All Engineers Inspecting the Construction of On-site Wastewater Disposal Systems Subject: Providing Construction Inspection Notices to DHHS AMC 15.65.150 - Inspections of On-site Wastewater DisPosal SYstem Installations requires that DHHS must be notified at least two hours prior to any inspection. During regular business hours (7:30 am to 5:00 pm - Monday through Friday) please notify our offic~ by calling 343-4744. After hours and · on weekends and holidays leave a message by calling 343-4681. C ~~a~j~Er] C'n-site Services cc: Lee Browning, P.E., Manager, Environmental Services Division 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 Name: ~ ~ ~Lb--/ C~&[ ~ Wastewater System: D New ~Upgrade Address: ~ ~ ~ ~~ ~ ABSORPTION FIELD Phone: ~-- ~ ~O ~ ~ Deep Trench ~ Shallow Trench ~ Bed D Mound thor LEGAL DESCRIPTI ON Sod Rating: Tot~l Oepth from original grade: GPD/Sq. Ft. Lot; Block: Subdivision: Deplh to pipe bottom from original grade: Gravel depth beneath pipe ~ New ~ Upgrade Gravelwidth: Numberoflines: WELL: Ft. Ft. Classification (Privale, A,8,C): Total Depth: Cased To: Total absorption area: Pipe material: Fl, Fb SQ, Fb Yield: GpMIPump Set at: Ft. lyasing Height Ab°ye Grou;;: TANK SEPARATION DISTANCES ~ Septic ~Holding ~ S.T.E.P. To Septic Absorp,ion Lilt Holding Public/Private Manufa~;~ 7~ From Tank Field Slalion Tank Sewer Li .... ~ ~ Surlace lot Size in gallons: ~ Manufacturer: Line ~ O I /~ ~ump Make $ Mode I Electrical InsOections per[ormoO Gurtain ~ ~ ~raln ~emarks: B~GH ~K / P~INTIFF ~ I Assumed Elevation: ~DMI~ED ~ 2nd Department of Health and Human Services approval Reviewed and approved by: Date: I I I + Tes±hoLe #4 I ,~ ~ , ADMI~ED ~ 20~ W ~STH, AVENUE CHNS FEDELE OATE~ JUNE 28, ~994 ~gNCH AK. 99501 SHEET: 2/5 GRID: 5155 07~' 279-5916 5500 RABBIT CREEK ROAD 1" X 10' CONDLI£T -- RAIN CAP TYPICAL/ "~ TZ/ ALARM PANEL ~ CAULDER COUPLING TYPICAL DIRECT BURIAL ~/IRE HIGH 7ATE~ ALARM MErCUrY SVITCH FLOAT STAN~A~ 4000 5AL, H~L~IN5 TANK ANCHORAGE TANK ADMI~ED ~ (CASE NUMBER) TOBBEN SPURKLAND P,E, LO~ ]9~ SEPTIC SYSTEM ASBU]LT ~751 ~, DIMQND BLVD, SECTION ~ ~2~ ANCH. AK, 9950~-3904 (?g7~ ~q8 ~gg~ CHRIS FEDELE SHEET, J~J GRID,J1J5 ~UG-23-94 HON ~5~43 ~NOH 000 NO, 907562578! P, 02 Rick Mystrom, Mayor Mmficipality of Anchorage Department of Health and Human Services 825 "L' Street P.O. Box 196650 Anchorage, Alaska 99519-6650 November 8, 1994 Colleen Moore Eide & Miller 425 "G" Street Anchorage, AK 99501 Dear Ms. Moore: Re: MOA vs. Tobben Spurkland - Case No. M102011 Pursuant to the Court's Order dated the 27th day of September 1994, we have attached hereto copies of citations in our files issued by the Department of Health and Human Services to engineers other than Tobben Spurkland during the past three years for violations to mmficipal codes. Although our records indicate that the On-site Services Section issued 19 citations during the period January 1, 1992 to present, we are unable to locate other copies of the actual citations. However, should actual copies of these citations be necessary, they should be available through the Court System. Sincerely, Robert W. Robinson Plaintiff · ~'e SENDER: RWRikb -o I also wish to receive the '~ · Complete items 1 and/or 2 for additional services. , ~¢ * Complete items 3, and 4a & b. following services (for an ex?a ~ · Print your. name and address on the reverse of this form so that we can fee .' '- ~) return this card to you. Attachments ~> . Attach this form to the front of the mailpiece, or on the back if space 1. ~ Addressee's Address ~ does not permit. ~ ~ Write"ReturnReceiptRequested"onthemailpiecebe~owthea~ic~enumbe~ 2 ~ Restricted Delivery .- ~ · TheRetumReceiptwillshowtowhomthea~iclewasdeliveredandthedate ' ~ delivered Co,suit postmaster for fee. ~ 3. Artfcle Addressed to: 4a. Article Number : ~ Colleen Moore I 4k Ser¢~ce Type ~ ~ ~ Register~ ~ Insured ~oFm 38~ 1. D~c~ber 1991 ~U.S. GPO:1992423-~ DOMESTIC RETURN RECEIPT f,-, ~ .MUNi~r~UT-yJCANCHORAGE f UNIFORM SUMMONS AN~ COMPLAINT . O~STR~C~ COUR~ ,OR THE ST*~E O~ *C*S~* - THIRD JUDICIAL DISTRICT AT ANCHORAGE, ALASKA CASE NO. '" DATE 0F BIRTH A,ND THERE ~OMBIT THE FOLLOWING OFFENSE: ':-:. ~ VIOLATION OF THE ANCHORAGE CO~E OF ORDINANCES, THEUNDER- ~ :, ;~SIG~'~D FURTHER STATES=THAT HE HAS JUST AND REASON- :': >:"-~6~"~0~6 TO SELIq~E A~E~S eELIEVE THAT THE PERSON NAMED :~ ?ABOVE ~O~DiTTE~,THE;OFFENSE HE~ET FORTH, CONTRARy TO LCW,, ,.. ........... ~2 .... ~ . -~' '~,..."k ~ ~..~, ~7- /-~?- v. ~ ~ ~ : ..... ;~ ,'. ~ .... ..'. . ::~-::;~ :'1 pROMiSE T'0 A~pEAR IN SAID COURTATTHE TIME INDI~E~OyE:" I~XD~PLAINTIFF · . (CASE NUMBER) /"fk,~"M~NiCI,,PALITYOF'~q'NC~O~:~GE "~ ,-' ....t~ ' DISTRICT COURT FOR THE STATE OF ALASKA ~ THIRD JUDICIAL DISTRICT AT ANCHORAGE, ALASKA CASE NO. INOTO BELIEVE AN DES BELIEVE TH THE PERSON NAMED [~ .ABOV oMM TTE~THE~E H~RE NS :TF CONT,~ARY TO LAW /?: :;17 :~;~:., ..~ .~ ..... Y~u mu~pea[ within I~y~l ~e ween 8:00 a M afld 4 30 P ~ I MUNICIPALITY OF ANCHORAGE UNIFORM SUM,MONS, AbI,D COMPLAINT DISTRICT COURT FOR ~'~l~ STATE OF ALASKA THIRDoJ~UDICIA~ DISTRICT AT ANCHORAGE; ALASKA C^SE.O. ~ ~ The undersigned, being duly sworn, upon his oath deposes and say~ SE~[REVERSE SIDE FOR £XPLANATION OF YOUR RIGHTS ~...,.., ~ ~%.-~,~,.., .,.~,-~ ~' J PROMIEE TO APPEAR IN SAID COURT AT THE TIME INDICATED ABOVE: · "PLAINTIFF ~XH~.~;"o 9 ¢ ADMITTED [] (CASE NUMBER) Register 114, Jnly 1990 ~ ENVIRONMENTAL CONSERVATIOI~~ 18 AAC 72. 2/45 18 AAC T~. 250 18 AAC 72.245. CONSTRUCTION CERTIFICATION. (a) This section applies only to projects for which engineering plans are required under 18 AAC 72.210. The owner of the project must provide for inspection of that project, during construction, by a registered engineer or person under the direct supervision of a registered engineer to ensure that the system is constructed according to design plans approved by the depart- ment, or according to as-built drawings showing that the system was constructed as required by this chapter. (b) Within 30 days after completion of construction, installation, or modification of the project, the owner shall submit to the department a completed "Certification of Construction" form, available from the depart- ment. The system owner, each contractor who constructed the project, and the engineer responsible for inspection of the project must certify on the form that the project was constructed in accordance with the plans most recently approved by the department, or in accordance with sealed as-built drawings as described in (c) of this section. The form must be (1) signed by the system owner and by each contractor who constructed the system; and (2) signed and sealed by the registered engineer who inspected the project. (c) In addition to the form required under (b) of this section, if system construction differs from the most recent approved plans, the owner shall submit, within 30 days after completion of construction, installation, or modification of the project, a complete set of as-built drawings that (1) are sealed by a registered engineer; and (2) (Eff. 6/30/90, Register 114) accurately depict how the system was constructed. Authority: AS 44.46.020 AS 46.03.050 EXHiBiT AS 46.03.010 AS 46.03.090 ADM~X'rEDo~x AS 46.03.020 AS 46.03.720 (CASE NUMBER) 18 AAC 72.250. APPROVAL TO OPERATE. (a) For a project that does not require engineering plans, an approval to operate the system will accompany the approval to construct the system, subject to the provisions of 18 AAC 72.230 and 18 AAC 72.235(a). Municipality of Anchorage Page ~ of '~ DEPARTMENT OF HEALTH AND HUMAN SERVICES ENVIRONMENTAL SERVICES DIVISION 'P.O. Box 196650 · Anchorage, Alaska 99519-6650 · Telephone: 343-4744 On-Site Wastewater Disposal System and/or Well Inspection Report Permit Number: ,.~,/~L~ OlUr4~ PIDNumber: OIg-- ~ ~ b~ ~ ~ S ,. Wastewater System: D New Upgrade ~ ~;~ E~ ~ ABSORPTION FIELD Phone: S~S -- 7eO~ ]NO. Of~cooms: ~ Deep Trench ~ $hallow Trench ~Bed =Mo.nd ~ther LEGAL DESCRIPTION Sol, Rating: Tolal Oeoth from original grade: GPD/Sq. Ft. Lot:~t Block: Subdivision: Depth to pipe botlom from original grade: Gravel depth beneath pipe Townshlp:~l ~I~ Ran~ ~ ~I~ Sectio~ ~ Fill added above original grade: Ft. Gravel length: Ft, WELL: ~ New B Upgrade Gravelwidth: Nemberollines: lDisla~cebelwee~li~es: Classification (Private, A,B,C): Total Depth: Cased TO: Tolal absorption area: Pipe matedah Ft. Ft. SQ. Ft, Ft. Yield: GPM I Pump Sel at: Fl. ]Casing Height Above Ground;Fl. TANK SEPARATI ON DISTANCES ~ Septic ~Holding ~ S.T.E.P. F,o~ Tank Field Slation Tank Sewer Lines ~r~ ~ Well Maledal: ~ ~ Number of CompCrtments( Surface wate~ LIFT STATION Line I Curtain Pump Make & Model I Electrical Inspections performed by: Drain I Remarks: BENCH MARK ~HIBIT NO. ~ ~DMI~ED ~ ........ ,.' Y,' , Inspections performed by: Daies: 1st g//7~ I_ ~~, .~ Department of Health and Human Services approval 72-013 (Rev 9/91) MOA 25 I I + Tes:choLe #4 I ~# .~.C':~, .' '~ I P~INTIFF ' (C~ENUMBER) ~ ~' '~)/:: J:J~ ~i' "~ FOBBEN SPURKLAND P.E. LOT 198, SEC. 33 TI2N R3W sEPtiC SFSTE~ ASBUILT ~o~ ~ ~m. AVENUE CHRIS r~O~L~ ~NCH AK. 99501 07)' 2Z~-~l~ 3~00 RABBIT CREEK ROAD SHEET: CAULDER COUPLING TYPICAL 1' X 10' CONDUIT -- RAIN CAP TYPICAL / _ i' GAL VANIZED L~. "-" ~ ,~ ,~" ""m'"m'"m'"-'"- C Z Z Z'": ........ ~ ~ -- --I ~111~111~, ~111~,111~1 ~ TO ALARM PANEL ~ ~ DIRECTBURIAL ~IIRE 1' PVC CONDUIT ' ~ HIGH WATER ALARM MERCURY S~IITCH FLOAT 8,67 £TANDA£D 3000 GAL. 6.33 HDL PING TANK ANCHORAGE TANK )LAINTIFF TBBBEN SPU~ 6751 ~. DIHDND BLVD. II ANCH, AK, 9950~3904 ~L LOT 198 SECTION JJ TI2N NJW CHRIS FEDELE SEPTIC SYSTEM ASBUILT DATE,LUNE 2~ 1994 SHEET, J/J GRID, JIJ5 MUNICIPALITY OF A/~CHORAGE 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:SW940145 DESIGN ENGINEER:TOBBEN SPURKLAND, P.E. OWNER NAME:FEDELE CHRIS P & LOIS J OWNER ADDRESS:3500 RABBIT CREEK RD ANCHORAGE, AK 99518 PAGE 1 OF 1 (UPGRADE) PERMIT DATE ISSUED: 5/26/94 EXPIRATION DATE: 5/26/95 PARCEL ID:01833102 LEGAL DESCRIPTION: T12N R3W SEC 33 LT 198! LOT SIZE: 108900 (SQ. FT.) NUMBER OF BEDROOMS: 3 THIS PERMIT: 3 THIS PERMIT IS FOR THE CONTRUCTION OF: HOLDING TANK 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 (18AAC80). 3. THE ENGINEER MUST NOTIFY DHHS AT LEAST 2 HOURS PRIOR TO EACH INSPECTION. PROVIDE NOTIFICATION BY CALLING 343-4744 (24 HOURS) 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: RECEIVED BY: PLAINTIFF -:XHIBIT NO, / ADMITTED [] Tom Fink, Mayor Nlun c pahty of Anc ,'o. rage Department of Health and Human Services . 825 "L" Street P.O. Box 196650 Anchorage, Alaska 99519-6650 ENGINEER BULLETIN 91-4 September 12, 1991 To: All Engineers Designing and Inspecting On-site Wastewater Disposal Systems Subject: Owner Installation of On-site Wastewater Disposal Systems C AMC 15.65.035 requires that any person engaged in the business of installing or excavating an on-site wastewater disposal system must be permitted by DHHS. Recently we have received several as-built inspection reports which indicated that systems were installed by the property owner. Upon inquiry we have found that several of these "owner installed" systems were actually installed by contractors who were not permitted by DHHS. In situations where a property owner truly desires to install his own system, we will require that the owner obtain prior approval from this office. The owner should submit a letter with the permit application that indicates that the system will be owner installed. The letter should specify the anticipated extent of owner involvement during construction and should also include a llst of proposed subcontractors. Approval for owner installation will be indicated under the Special Provisions portion of the permit. As-built inspection reports which indicate owner installation will not be approved unless the owner has received prior approval. Please contact our office at 343-4744 if you have any questions. Sincerely, aop~n n Smith, P.E. _ i~ . ?~ogram ~anager, On-s~te Services cc: ~ee Browning, P.E., ~ana~er, ~nvlronmental Services ~8-1~-i994 02:49PH F~ ANCHORAGE/REFUSE/IhI2 Glmo4er Gem)rd ~ 8OO E, Dimond. Suite 3-59O Anchorage, Alaska 99515 TO J43~'7 40 P, I~ Invoice ~o Chris 3600 Rabl~ r._.mek I~. An~.horage, AK ~gS 16 DF. SC~PTION BiF. mO fm Ce,.~Aema Je~ ut 8eoo t~bblt r_,mek Rd, T~nk & ~tmm, ~ad4~ amk, ha~ up pittae valve, pkmblng mami~ eeevatlng, eleeU'~e ma~t~l Tank & alarm ~adder tank !~ I TOTAL 8,020,00 TOTAL E.02 08/25/1994 11:28 562c/~'~ GLACIER GENERA~/~ PAGE 02 GLACIER GENERAL CONSTRUCTIOn, iNC. Dally Log Sheet Job: Job Supervisor: Description of daily actlvitlem -- P/ ~_I~ PLAINTIFF -:xHIBiT NO. '~ . ~.DMITTED [] .7 _/ ~:~ o 0 0 P~ co 0 0 p~ H Torn Fink, Mayor /vtun cip lity of Department of Health and Human Services 825 "L" Street P.O. Box 196650 Anchorage, Alaska 99519-6650 ENGINEER BULLETIN 92-5 April 20, 1992 To: All Engineers Inspecting the Construction Wastewater Disposal Systems Subject: Providing Construction Inspection Notices of On-site to DHHS AMC 15.65.150 - Inspections of On-site Wastewater DisPosal System Installations requires that DHHS must be notified at least two hours prior to any inspection. During regular business hours (7:30 am to 5:00 pm - Monday through Friday) please notify our office by calling 343-4744. After hours and on weekends and holidays leave a message by calling 343-4681. ~~a~a~Er, On-E' ' site Services cc: Lee Browning, P.E., Manager, Environmental Services Division C ,, 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: .~U/_.,,' qt{ ~q_~ PID Number: (~ Name: ~ ~ ~L~--/ ~l ~ Wastewater System: D New ~Upgrade Address: ~ ~ ~T ~~ ~ ABSORPTION FIELD Phone: ~--~O~ ]No. olBe~ooms: DOeepTrench ~ Shallow Trench ~Bed OMound~Other L E G AL D E S C R I PTI O N so, Rating: Total Depth Irom original grade: Lot: Block: Subdivision: Deplh Io pipe bottom from original gpade: Gravel depth beneath pipe Township: ~ Range: [Section: Fill added above original grade: Gravel length: Upgrade Gravel width'. Number of lines:ll~islance~elweenlines: WELL: New Ft. Ft. Classification (Private, A.B,C): Total Depth: Cased To: Total absorption area: Pipe material: Ft. Ft, SQ. Ft, Driller: Date Drilled: SlaficWater Level: Installer: / Date installed: SEPARATION DISTANCES ~ Septic ~Holding ~ S,T.E.P. To Septic Abso,pt*o~ Uh Ho,ding 'ublic/Priva,e Manufa~ ~I/ Capacity in gallons: From Tank ~ie[~ Slalion Tank Sewer Lines~ ·'~ ~ ~ Well ~ ~ ~ Material: ~ NumberofComgtment,:. Surface w~t~ ~ ~0~ LIFT STATION Lot Size in gallons: ~ Manufaclurer: Line ~ ~ 8omarks: B~GH ~K / ~ P~INTIFF ~ I Assumed Elevation: . FI, ~HIBIT NO ~INE~R~S.S~AL ...:' ADMI~ED D . (CASE NUMBER) ~ ~ Inspecttonspertormedl,y: ~ ¢. aates:lst ~?/q~.. " 2nd ~/l¢/eL/ . Department of Health and Human Services approval Reviewed and approved by: Date: 72-013 (Rev, 9/9t) MOA 25 I ~ Test;hol. e #4 I ~ Test;hol. e //5 I I I ~ Tes~cho/e #3 I ~DMI~fiD ~ ~ (CASENUMBER) JX ' SCAL~; I' = 50 F~ NEVlSED ~Y 19, t994 roBBER SPUNKLAND P.E. LOT 198, SEC. 33 T12N R3~ sEPtiC SYSrEW ASBUILr 20J · 15IH. AVENUE CHRIS F[O[LE DA[E: JUNE 28, ~994 ~gNCH AK. 99501 07)' 279-J9~6 ~500 RABBI[ CREEK ROAD SHEE[: 2/~ ON/D: ~5  - RAINCAP TYPICAL / i'XiO'CZ]NDUIT - PUMP ACCESS,~~-~]' GALVANIZED~B'FT. DF CDVER ~]VER .TANK ~ TO ALARM PANEL ~ CAULDER CDUPLING ~ ~ TYPICAL ~ DIRECT BURIAL WIRE ~- ~ HIGH rATER ALARM MERCURY ~WITCH FLOA~ ~,~7 ANCHDRAGE TANK ~ "~9.~ ?'*~:~ ~ '~' .]'~ P~INTIFF ~'~ ' ....... ' ~HIBITNO ~ ~ ~ ' ADMI~ED ~ REVISED: ~AY k [CA~E NUMBE~] TOB~EN ~P~RKLA~D P,E, ~0~ J~ ~EPT~ ~TE~ ~U~LT ANCH, AK. 9950a-3904 CHRIS FEDELE SHEET, J/J ~UG-23-94 HON ~000 L[O ENVIRONMENTAL CONSERVATION ig AAC 72. 2/45 18 AAC 72.250 18 AAC 72.245. CONSTRUCTION CERTIFICATION. (a) This section applies only to projects for which engineering plans are required under 18 AAC 72.210. The owner of the project must provide for inspection of that project, during construction, by a registered engineer or ,' person under the direct supervision of a registered engineer fo ensure that the system is constructed according to design plans approved bY the depart- ment, or according to as-built drawings showing that the system was constructed as required by this chapter. (b) Within 30 days after completion of construction, installation, or modification of the project, the owner shall submit to the department a completed "Certification of Construction" form, available from the depart- ment. The system owner, each contractor who constructed the project, and the engineer responsible for inspection of the project must certify on the form that the project was constructed in accordance with the'plans most recently approved by the department, or in accordance with sealed as-built drawings as described in (c) of this section. The form must be (1) signed by the system owner and by each contractor who constructed the system; and (2) signed and sealed by the registered engineer who inspected the project. (c) In addition to the form required under (b) of this section, if system construction differs from the most recent approved plans, the owner shall submit, within 30 days after completion of construction, installation, or modification of the project, a complete set of as-built drawings that (1) are sealed by a registered engineer; and (2)/accurately depict how the system was constructed. (Eff. 6/30/90, Register 114) PLAINTIFF · :XHIBIT NO. Authority: AS 44.46.020 AS 46.03.050 AS 46.03.010 AS 46.03.090 ^DMrVrED [] AS 46,03.020 AS 46.03.720 (CASE NUMBER) 18 AAC 72.250. APPROVAL TO OPERATE. (a) For a project that does not require engineering plans, an approval to operate the system will accompany the approval to construct the system, subject to the provisions of 18 AAC 72.230 and 18 AAC 72.235(a). Rick Mystrom, Mayor Municipality of Anchorage Department of Health and Human Services 825 "L" Street P.O. Box 196650 Anchorage, Alaska 99519-6650 November 8, 1994 Colleen Moore Eide & Miller 425 "G" Street Anchorage, AK 99501 Dear Ms. Moore: Re: MOA vs. Tobben Spurkland - Case No. M102011 Pursuant to the Court's Order dated the 27th day of September 1994, we have attached hereto copies of citations in our files issued by the Deparunent of Health and Human Services to engineers other than Tobben Spurkland during the past three years for violations to municipal codes. Although our records indicate that the On-site Services Section issued 19 citations during the period January 1, 1992 to present, we are unable to locate other copies of the actual citations. However, should actual copies of these citations be necessary, they should be available through the Court System. Sincerely, Robert W. Robinson Plaintiff RWR:kb Attachments * Completeitems,landlor2'for?ditionals~}vlces. ¢ ,;~ '~ c I aso wish to receive ® Complete/item, s 3, and 4a & b:' ..... ' Print your name and address on the reverse of this form so that we can fee return this card to you. , . ~ ' A~ach this form to the front of the mailpiece, oron'thob;;~fspac;: ~ 1. delivered. 3. A~icle Addressed to: _" · 425 Gq Street ~ An~orh~e ~ ~ 9950m'/~~'~t ~rm 381 1, D{c~ber 1991 UNIFO[:{M SUMMONS AND COMPLAINT OISTRICT COURT FOR THE STATE OF ALASKA THIRD JUDICIAL DISTRICT AT ANCHORAGE, ALASKA CASE NO," The undersigned, being duly sworn, upon ~is oath deposes & says: ON ~THE __ STREET ADO. ~ MAILING ADD. DATE 0F BIRTH IN'THE MUNICIPALITY OF ANCHORAGE. STATE OF ALASKA 010 THEN ~N~ THERE .COMMIT THE FOLLOWING OFFENSE: .~'~ * 'LOC_~?.J. QN OF OFFENSE: ABLE GROUND TO SELIEV E AND,~ OES;EIELIEVE THAT THE PERSON NAMED ~ MUNICCPALITY OF'ANCHORAGE '"' /'~ ~ : DISTRICT COURT FOR THE STATE OF ALASKA THIRD JUDICIAL DISTRICT AT ANCHORAGE. ALASKA i I' ."' :. J'ABLE GROUNO-TO 8ELIE~E~N OES B~LIEVE T~ THE PERSON NAMED I PROMISETO~PP~IN~IOCO~RT. AT~HE7 ME ND CATED A.OVE . sm~.~u,~ X' / /~uU~':: ~ ' ~ O. PLAINTIFF =XHIDIT NO. ~ kDMITTED [] · (CASE NUMBER) · . ~UN~CI~AU'~O~A.ChOR~ UNIFORM SUM,MONS, A~,,~D COMPLAINT D~STR~CT COURT ~R 7~ STATE OF A~S~ '"" THIRD.~UDICI~ OlSTRICT AT ANCHORAGE; CASE NO. ~ ~ ~e undersigned, being duly sworn, upon his oath deposes and say~. /'~/ ~(N VIO~TION OF THE ANCHd~AGE CODE OF ORDINANC[S THE UNDER* ;'j~ SIGNED ~URTH~ STATES THAT H AS JUSTANQ R~SO ~EGROUNO TO ~-' ~ . ~ aE~wRs~ SIDE FOR EX~LANATION ANCHORAG~ ,~ I ~ROMISE TO APP~R IN SAID COURT PLAINTIFF -~HIBIT NO. ?c ADMITTED [] ~11 (CASE NUMBER) · 08/2571994 11:28 5629311 GLACIER GENERAL PAGE 81 FAX I MEMO COMPANY: TIME:,, .--- FAX#: ..~'-) 3 - 4,'1'~/o PHONE: FROM: GLACIER GENERAL CONSTRUCTION, INC. P.O Box 220029 Anchorage, Ak 99522 Phone: (907) 562-93t0 Fax: (907) 562-93tt REFERENCE: MESSAGE:__ MUNICIPALITY OF ANCHORAGE DEPARTMENT OF HEALTH & ENVIRONMENTAL PROTECTION ENVIRONMENTAL ENGINEERING DIVISION 82.5 L Street - Anchorage, Alaska 99501 Telephone 264-4720 ON-SITE SEWAGE DISPOSAL SYSTEM AND/OR WELL INSPECTION REPORT PHONE [~NEW NAME MAILING ADDRESS LEGAL DESCRIPTION LOCATION DISTANCE TO: Manufacturer Liq. cai IF HOME.DE: Inside length NO. OFBEDROOMS No. of compumatb Liquid depth Well PERMIT NO. Manufacturer Liquid capacity in gallons DISTANCE TO: Length o~a~ line Top of tile to finish grade ~ Width Length /~ Material beneath tile Depth Type of crib Crib diameter Crib depth Well Building foundation DISTANCE TO: Class Oepth Driller DISTANCE TO: Building foundation Sewer line OTHER ~/t~ eMaterial Trench width ITrench v.~¢.~ inches 7 ~ inches PIPE MATERIALS SOIL TEST RATING REMARKS APPROVED Distance between lines effective absorption area PERMIT NO, Total effective absorption area Nearest lot line Septic tank Distance to lot line LEGAL ~HLJ~ ] []~ F'I:~]_,]T~~ DEPARTMENT OF HEALTH AND 1325 L STREET, ANCHSRAGE, 264'-47~0 ED N S ]E -1F' ~] PERM I T NO". DA]-E .Ii ,.~U E J} ,, CY7/()8/85 VINCENT G. ALLRID 35C ] RABBIT CREEK ROAD ANCHORAGE~ AK 99516 qPF'L I []ANT: Al. I.)RE LEGAL DESCRIF': SUBBIVISION,", N/A SECTION: 3:5 LOT SIZE." ~Z.SA (SD.FT. MAX BEDROOMS: ]..I ~]F' ~I'~CHO F~ASE ENV I RONMENTAI_ PROTECT I ON Al-,:: 9950 1 LOT: T. 198 BLOCK: N/A~ -~, TOWNSHIP: 12N RANGE:, 3W OR A[,RE.~O Listed I.~elo~.~ are the options available t.o you in designing your septic' '~ystem. Choose the option that best Fits your site. DEPI'H TO PIPE BOI"TSM GRAVE'I_ I)L:.:PTH (FT.) TO'I'AI_ DEPTH (FT.) GF~AVEL.. WID'I"H (F'I".) GRAVEL LENG]'H (ET,) GRAVEL VOLUME (C;U.YDS.) I-ANK SIZE (GAl_S) SOIL RATING (S~!,,FT. /BR) (l:r]-. 4.0 4.0 4. D 6.0 (). 5 .-',. 5 · 1(). 0 4.5 7.5 ,=. 6. ¢) 5.0 2.5 o 88,,0 ~'* 50.0 113.0 ~ 53. (} 48.2 S.:,. 8 1,000.0 ~ $,000.0 *~ !,000"0 ~'~' 349 284 ~:,49 ~'~ GRAVEL LENGTH > 75 Fl". REQUIRES MULTIPLE RUNS (NOT EXCEEDING 75 Fl'. EACH) ';,~"~- TANK MUST HAVE AT LEAST TWO COMF ARTMENT.) certify that: 1. I am familiar with the requirements {or on-site sewers and. wells as set fert~ by the Munic:ipality oF Anchorage (MOA) and tine State oF Alaska. R,, I will install the system in accordance with all MOA codes and regulations, and in compliance with the design criteria oF this'permit. 3. I will adhere to all MOA and State of Alaska .requirements £or the set back dis. tances from any exist:Fng well, wastewater disposal system or public sewerage system on this or any adjacent or nearby lot. 4. I Onderstand that this permit is valid ~or a maximum oF 3 bedrooms and any enlargement will recluire an additional permit. IF A I..,,IFT STATION IS IN,:TALLED. IN AN AREA COVERED BY MOA BUILDING CODES, THEN (1) AN ELECTRICAL PERMIT AND INSPECTION MUST BE,OBTAINED; (2) AS-BUILTS 'WILL NOT BE APPROVED WITHOUT AN EI_ECTRICAL INSF'EDTION REPORT; AND (3) THE ~L~CI-RICA~OE{~'flLI~E DONE BY~A LICENSED ELE:CTRICIAN. AF'F'I.,ICAIqT: V:[~. ALJ.,R]:D ' / / ~ ,. SOILS LOG MUNICIPALITY OF ANCHORAGE DEPARTMENT OF HEALTH AND ENVIRONMENTAL PROTECTION 825 L. Street, Anchorage, Alaska 99501 264-4720 SOILS LOG - PERCOLATION TEST PERCOLATION TEST DATE PERFORMED:~ 5 7'I ~Z N : i2-5 ~ SLOPE SITE PLAN 10 11 12 13 14 15- 16- 17 18 19- 20- o~ WAS o.o~ND WATER ENDO~NTE"EO? IF YES, AT WHAT DEPTH? Gross Net Depth to Net Reading Date Time Time Water Drop PERCOLATION RATE TEST RUN BETWEEN ~/~]~ minutes/inch) (~ FT A.D ~ '"'~ FT COMMENTS 72-008 (6/79) ,""'}"'~ Block Anchorage Re~o¢ing Precinct Alaska Scale ,.,/ ~, / Ref. EB. No. LEGEND IPrepared by: (9071279-8~00 H. L. ~[I T TON · , Property o/f: Municipality of Anchorage DEPARTMENT OF HEALTH & HUMAN SERVICES 825 "L' Street, Anchorage, Alaska 99502-0650 SOILS LOG -- PERCOLATION TEST 5 6 7 8 9 I0 11 12 13 14 15 16 17 18 19 20 DATE PERFC qMED: Township, Range, Section: T SLOPE SITE PLAN WAS GROUND WATER ENCOUNTERED? IF YES, AT WHAT DEPTH? pO E Depth to Water After Monitoring? · Gross Net Depth to Net Reading Date Time Time Water Drop PERCOLATION RATE ~J.ZC9 (minutes/inch) PERC HOLE DIAMETER TEST RUN BETWEEN ¢ FT AND Z~'///~- FT COMMENTS PERFORMED BY: I CERTIFY THAT THIS TEST WAS PERFORMED IN ACCORD^NCB W,T. ALL ST^TE AND MUN,O,PALGU,DE~,"ES,N EFFECT ON T.,S OATE. OATE: 'q~ ~ ~lt t't '~ ¥ 72-008 (Rev. 4/85) T.SPURKLAND P.E. 203 W 15th. Avenue, Suite 203 ANCHOIIAGE, ALASKA 99501 (907) 279-3916 Fax (907)-276-6013 SEPTIC SYSTEM DESIGN LOT 198 SECTION 33 CHRIS FEDELE Ground Water aE 4~ ft. Impervious Layer .at 7 ft. Use Pressurized Bsd with imported sand Loading Rate: Required Area .7 Gal/sq.ft per Bedroom: 150/.7 214 sq.ft.. Number of Bedrooms 3 Bed Area 214 x 3 = 643 sq. Et SYSTEM CONFIGURATION MOUND TOTAL LENGTH 26 FT. TOTAL WIDTH 26 FT. TOTAL DEPTH 1.5 FT. FILTER SAND 2 FT ROCK DEPTH .75 FT. COVER 3 FT. SEPTIC TANK 1000 GAL. STEP TANK 500 GAL ABANDON EXISTING SYSTEM EXISTING Septic System Design Lot 198 Section 33 PRESSURE CALCULATIONS SYSTEM LOSS; From Pump Curve: Static Head .................. 15 ft Exist Loss ................... 5 Friction Loss @ 30 gpm..~.... 22 Loss through STEP ...... ~ ...... 24 ~otal Loss .......... ,l ........ 66 ft Rump De~i~very ~it 66 Ft: ~se 1~8" h01es:'~ D~scharge p~r hole at 5 ft. .42gpm N~mbe~ ofilholes:~, 27 / .42 = 64 H~le Spacing: 5 x 20 x 12 / 64 = inD~al~ation of this The from be installed on the adjacent lots. There are no developed or natural surface courses on this or the ad]acent lots. 27 gpm 18 inches. septic system will not prevent wells / sub surface drainage 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 Lot 198 Section 33 £AB~IT £REEK LB? ££~LE; K' ~ 100 -- D~,2,4 ,4 VE, LDT ] ,, ~LlT? £I-5B ~AVE, JTOBBEN SPURKLAND P.£ 203 W ISTH. A VENUE ARCH Am 99501 (907~ 279-3916 LOT 198, SEC. 33 T12N R3E CHRIS FEDELE 5500 R,4BBIT CREEK RO,4D SEPtiC SYSTEIvI DESIGN DATE: APR'iL ~ ~994 SHEET: !/3 GRID: 3135 P/a tePh~e I I 650 sq. fi. bed ~s~hoLe #3 Ex.f, french Ex/st !000 ---Ne~ SYE& <~ 'Tes~hote ,.--..~._~ 25 0 ~5 SO 7,5 100 1~5 SCALE: i' - 50 1 TOBBEN SPURKLAND P.E. 205 W ISTH. AVENUE AK. 99501 LOT lR& SEC. 33 T12N R3tf CHRIS FEDELE 5500 RABBIT CREEK ROAD SEPTIC SYSTEM DES/OH DALE: APRIL 19, 1994 SHEEr: 2/5 GRID: 5155 Ex~:, ~000 ~ol Tonk XTEP IVe~ Q 3 Ft. o£ Cover' 4' Topzoil 8" Sewer Rock ~' Dis~ibutlon Pipes Miro £; ]40 Filter Sond ~ £~ STEP fonl< TOBBEIV SPURKLAIVD P.E. 205 lE I5[IV. AVEIVUE LOT 198 SECTION S500 RABBI? CREEK ROAD CHRIS FEDEI_E SEPtiC SYSTEM DESIGIV DATE: APRIL 20, 1994 SHEET: 5/5 GRID: 5155 MUNICIPALITY OF ANCHORAGE DEPARTMENT OF HEALTH & HUMAN SERVICES Division of Environmental Services On-Site Services Section P.O. Box 196650 Anchorage,Alaska 99519~6650 343-4744 Parcel I.D. # CERTIFICATE OF HEALTH AUTHORITY APPROVAL FOR A SINGLE FAMILY DWELLING GENERAL INFORMATION Complete legal description Location (site address or directions) Property owner Mailing address Lending agency Mailing address Day phone ,~ g~'- Day phone Agent Address Day phone Unless otherwise requested, HAA will be held for pickup. NUMBER OF BEDROOMS: ~ TYPE OF WATER SUPPLY: Individual well Community well Public water NOTE: If community well system, provide written confirmation from State ADEC atte, s.t.- lng to the legality and status of system. 4. TYPE OFWASTEWATER DISPOSAL: Individual on-site Holding tank L"/ Community on-site Public sewer ~ NOTE: If community wastewater system, provide written confirmation from State ADEC attesting to the legality and status of system, 72-025(Rev. 1/91) Front MOAt~21 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 date of this inspection. NameofFirm -~-~_FjJ~_~,, ._~_.~,~.¢~_l~vt¢~('* ~t~ Phone Address _ ~_o % ~' / ~ ~.~ i4 ~ o T% EngineeCs signature ~-~/~ Date SIGNATURE Approved for ¢¢ Disapproved. Conditional approval for bedrooms. bedrooms, with the following stipulations: By: Additional Comments Date 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 ()missions in the professional engineer's work. 72~25(Rev. 1/91) Back MOA#'21 Municipality of Anchorage Department of Health and Human Services HEALTH AUTHORITY APPROVAL CHECKLIST Legal Description: A. Well Data Well type '~ Log present (Y/N) y Total depth '! ~ I~ Sanitary seal (Y/N) Date of test Static water level Well flow Pump level1 If A, B, or C, attach ADEC letter. ADEC water system number Date completed ~'/~'~ /'~{~ Driller ~ Cased to ~ ~ (~ Casing height Wires properly protected (Y/N) y FROM WELL LOG AT INSPECTION SEPARATION DISTANCES FROM WELL TO: S~/holding tank on lot Absorption field on lot Public sewer main Sewer service line g.p.m. JUL 0 5 1994 Municipality of Anchorage Dept, Health & Human Services ; On adjacent lots ; On adjacent lots Public sewer manhole/cleanout Petroleum tank WATER SAMPLE RESULTS: Coliform ~ Date of sample: ~ ~.~ Nitrate ,~ ~;). I {~ Other bacteria Collected by: ~ Compartments Foundation cleanout (Y/N) ~%/ Depression (Y/N) Alarm tested (Y/N) i'~/,/,,~ Pumper Bc~E~,~{["IOLDING TAN K DAT~[j~ ~ m Date installed ~/~ 7/,~ Tank size Cleanouts (Y/N) ¢ High water alarm (Y/N) Date of pumping SEPARATION DISTANCES FROM SE,~T~/HOLDING TANK TO: Well(s) on lot ~! On adjacent lots ~' 1 ~ Foundation I ~ ''~ To property line '~//~ ~ Absorption field ~'///,~ Water main/service line ' ? ~) Surface water/drainage ~'~ I.'1~ 72-026 (3/93)* Front CONTINUED ON BACK PAGE C. LIFT STATION Date installed Size in gallons Vent (Y/N) Well on lot D. ABSORPTION FIELD DATA Date installed Length Width Total absorption area Date of adequacy test "Pump on" level at High water alarm level Meets MOA electrical codes (Y/N) SEPARATION DISTANCE FROM LIFT STATION TO: On adjacent lots Manufacturer Manhole/Access (Y/N) "Pump off" Level at Cycles tested Soil rating (GPD/FF) Gravel thickness Cleanout present (Y/N) Results (pass/fail) Water level in absorption field before test Peroxide treatment (past 12 months) (Y/N) SEPARATION DISTANCE FFIOM ABSORPTION FIELD TO: On adjacent lots Surface water Well on lot To building foundation On adjacent lots Surface water Curtain drain E, ENGINEER'S CERTIFICATION System type Total depth Depression over field (Y/N) for After test .If yes, give date Property line To existing or abandoned system on lot Cutbank Water main/service line Driveway, parking/vehicle storage area 72-026 (3/93)* Back HAA Fee $ Date of Payment Receipt Number Waiver Fee $ Date of Payment Receipt Number Date Bedrooms I certify that I have checked, verified, or conformed to all MOA and HAA guidelinea'in effect on th¢,d~te,~f this inspection. , ;~ :,' . T.SPURKLAND P.E. 203 W. 15th. AVE. SUITE 203 ANCHORAGE, ALASKA 99501 (907) 279-3916 Fax (907)-276-6013 Municipality of Anchorage Division of Environmental Health Department of Health and Social Services 820 I Street Anchorage, Alaska 99501 May 6, 1994 Subject: Conditional HAA for Lot 198 Section 33 T12n R3W Gentlemen; This property was inspected by me in August 1991. Both the well and the septic system were found not in compliance. At this time the present owner wants to bring the well and the septic into compliance. He is in the final steps of refinancing the property, and needs a conditional approval. The attached documentation describes the necessary upgrades. As soon as a conditional has been given, the owner can finalize the financing and the upgrades can be done. T. SPURKLAND P. E. 203 WEST 15TH. AVENUE SUITE 203 ANCHORAGE, ALASKA 99501 (907) 279-3916 Fax (907)-276-6013 Chris Fedele 3500 Rabbit Creek Road Anchorage, Alaska 99516 May 19, RECEIVED 1994 Subject: Dear Mr. Septic System Installation Lot 198 Section 33 Fedele; MAY 2 0 1994 Muni¢ipali[¥ ot Anohorage Dept, Health & Human Services At the advice of the Municipal Department of Health and Humane Services (DHHS) i returned to your property to reevaluate my proposed design for a septic system for your lot. DHHS had some serious concern about the conditions at the location identified by me. On reexamination I found standing water adjacent to my testhole and groundwater at 2 feet below the surface. I have to agree that the location is not suitable. In order to evaluate the area along the North lot line I excavat- ed two testholes today. Unfortunately I found the same condi- tions as in the first testhole. Impervious silt at 6 feet, a layer of sand/gravel with a thickness of less than two feet, and three feet of silt and organics on top. In both testholes groundwater was observed at four feet. Based on these observations (5 testholes) I must conclude that a holding tank is the only solution to your septic problem at this time. I have revised the submittal to the Municipally to reflect this. Hopefully the expansion of public sewer services or advancement in onsite disposal technology will provide you with a long term solution in the near future. Yours Tobbe~ Spurkland P.E. cc DHHS Yours ~~/ ~ $000 Cal. Holding Tank " ~ + + Tes~shoLe #£ ~ Test, hote 114, ~F Test:hole #5 ~F Testhote #3 [# ££ALD ./" = 50 FI-, REVISED NAY 19, 1994 TOBBEN SPURKLAND P.E. 205 W 15TH. AVENUE ~gNCH AK. 99501 07)' 279-5916 J J LOT 198, SEC. 33 T12N R3t¢ CHRIS FEDELE 5500 RABBIT CREEK ROAD SEPtiC SYSTEM DESIGN J DATE: APRIL 19, SHEET: 2/5 GRID: 3135 1~ ~ 10' CONDUI? RAIN CAP TYPICAL PUNP ACCE££ GAL VANIZED LB. 4 FT. OF COVER OVER TANK CAULDER COUPLING TYPICAL TO ALARM PANEL DIRECT BURIAL ~/IRE I" PVC CONDUIT 2.57 NIGH ~/ATER ALARM MENCURY SWITCH FLOAT T S?AA/?A£? $$00 OAL, I3, 1 ~ HUL ~IN5 lANK REVISED: ~fAY 19, 1994 TBBBEN SPURKLAND P,E. 6751 W, DIMBND SLV~, ANCH, AK. 99502-3904 LOT 198 SECTION 55 TI2N RSW CHRIS FEDELE SEPTIC SYSTEM DESIGN DATE:~Ay 1~ i994 SHEET, S/S GRID~ 3135