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HomeMy WebLinkAboutKASILOF HILLS BLK 4 LT 24AK( silof Hills Block 4 Lot 24A #015-131-08  Municipality of Anchorage 3"'~ Depadment of Health and Human Services Building Safety Division '~. On-Site Water and Wastewater Program, 4700 South Bragaw Street P.O. Box 196650 Anchorage, AK 99519-6650 Page 1 of 2 www.ci.anchorage.ak.us (907) 343-7904 ON-SITE WASTEWATER DISPOSAL SYSTEM AND/OR WELL INSPECTION REPORT Permit Number: SWSW010078 PID Number: 015-131.08 Mark 8, A_qfrid l=lrmtf~.nm Wastewater System: [] New [] Upgrade 10741 Vn.qiknf Plac~ Anch: AK 99316 ABSORPTION FIELD ~1-~ ¢~'~ ~ 4 ~]De~pTmnch r'lShallo~Tmn~h DBee LEGAL DESCRIPTION Exist,o Bed o~,~ 4 24,1~ Kasilof Hill~ ~, Well: [] New [] Upgrade c,~.~,~,~: ~. Private 506 .. 22 ~ Alpine Drillin,q 5/2/2001 12 0.5 om 505 ~. 2 .. TANK SEPARATION DISTANCES r-I Septic [-I Holding r-I S.T.E.P. I-I Other:  Septic Absorption LiE Holding Public/Private M~,~-~: Tank Field Station Tank Sew~ Line Sxlst'g c~. ~w,= 100+ 100+ ~ / LIFT STATION L,~ L~. 10+ 10+/~ s~': c~,~, ~,~ 100+ 100+ ~'-'M'~. & ~o~," Abandoned three (3) cisterns and one (1) overflow BENCH MARK basin dudng the installation of the new well. installed a water monitoring pipe 17 feet from the existing 100.0 septic system. Total depth Is 13 feet. Water was monltoree al a ¢Jepm o! nme {~) lee[ below grouno Engineer's Stamp --' .......... Inspections performed by: Pannone Enq. Svc Dates: 1" Department of Health and Hum. an Services approval ~-'.,,'~ ~// ~' ' Munici ali of Anchorage 825 'L' ~ p.o. ~x 19~0 Ancho~e, ~aska 9~1~ Permit Number. ~W 01007a Date of I~sue: ~-24-01 Parcel Identification Number:~ Date Start~d:.~:.~P_~ l~mpl~t~d:~4~L Is weiI located et approved perm~tlocafio~?[~ Yea Fl Ko propex~ Owner Nam~ & .Addre~: Method of Drilltng [] ~r tota~ [] c~I¢ tool Liner ~: Callg ~up above ~lad: ~ ~ Commen~: A~h~ AK 90~ ~ 1 The weti dr~er s~t~ ;rov~c~ e wee log to the p~o~y owr~r ~tx~ 30 d~s of compl~o~ and tho p~pev:y   Municipality of Anchorage Development Services Department :"°' ~'~o Building Safety Division ~- ~ On-Site Water and Wastewater Program 4700 South Bragaw St. ~ P.O. Box 196650 Anchorage. AK 99519-6650 www.ci.anchorage.ak.us (907) 343-7904 ON-SITE SEWER/VVELL PERMIT APPLICATION FOR A SINGLE FAMILY DWELLING Parcel I.D. 015-131-08 Permit Number SW~ I OO 78 Property owner(s) Mark & Astrid Breutzman Mailing address (1) '10741 Visikof Place Day phone 346.2237 Mailing address (2) Anchoraqe, AK Zip Code 99516 Legal description (Lot, Block & Sub'd.) Lot 24, Block 4 Kasilof Hills Legal description (Section, Township & Range) Lot Size ~ THIS APPLICATION IS FOR: Sewer Only Sewer and Well Sewer Upgrade Acres(~ Number of Bedrooms 4 [] Well Only [] [] Water Storage [] THIS PROPERTY CONTAINS: Hot Tub [] Jacuzzi [] Swimming Pool [] Water Softening Unit [] Therapy Pool [] I certify that the above information is correct. I further certify that this application is being made for a Single Family Dwelling and is in accordance with applicable Municipal Codes. (Signature of property owner or authorized agent) Permit Fees: ~:~ Date of Payment: Receipt Number:. Waiver Fees: / Date of Payment: .~,' Receipt Number: MUNICIPALITY OF ANCHORAGE Development Services Departmenl On-Site Water & Waslewafer Program 4700 South Bragaw Street P.O. Box 196650, Anchorage, AK 99519-6650 (907) 343-7904 ON-SITE WATER SUPPLY PERMIT Upgrade Date Issued: Apr 24, 2001 Expiration Date: Apr 24, 2002 Permit Number: SW010078 Legal Description: KASILOF HILLS BLK 4 LT 24A Design Engineer: 0062 Pannone Engineering Services Owner Name: MARK & ASTRID BREUTZMAN Owner Address: 10741 VOSlKOF PLACE ANCHORAGE, AK 99516-7304 Parcel ID: 015-131-08 Site Address: 010741 VOSIKOF PL Lot Size: 32670 SQ. FT. Total Bedrooms: 4 Permit Bedrooms: 4 This permit is for the construction of: [] Disposal Field [] Septic Tank [] Holding Tank [] Privy [] Private Well [] Water Storage All construction must be in accordance with: 1. The attached approved design. 2. All requirements specified in Anchorage Municipal Code Chapters 15.55 and 15.65 and the State of Alaska Wastewater Disposal Regulations ( 18AAC72 ) and Drinking Water Regulations ( 18AAC80 ). 3. The engineer must notify DSD at least 2 hours prior to each inspection. Provide notification by calling (907) 343-7904 ( 24 hours ). ( Not required for a Water Supply Permit only ). 4. From October 15 to April 15, a subsurface soil absorption system under construction during freezing weather must be either: A. Open and closed on the same day. B. Covered, sealed, and heated to prevent freezing. !.5. The following special previsions. !AS PART OF THIS WELL PERMIT THE ENGINEER SHALL PERFORM WATER MONITORING IN VICINITY OF 'THE BED SYSTEM AND ALL CISTERNS ON THE PROPERTY SHALL BE PERMANENTY DECOMMISSIONED. Received By: .~O-J'-}-.~ Issued By: ~;~ ~ Date: Pannone Engineering Sen'ices, LLC Consulting Engineers 190V) 227-3522 April 1, 2001 Municipality of Anchorage Development Services On-Site Water & Wastewater Program P. O. Box 196650 Anchorage, Alaska 99519 Subject: Lot 24A, Block 4 Kasilof Hills S/D Well Permit P.O. !~ 102954 Anchorage, Alaska, 99510 (907)272-8218 Fax Mr. Dan Roth: As you are aware, the owners of the above lot are in the process of selling this property. It was discovered during the Health Authority Process that the house is served by a cistern ~vater source and that the upgraded septic system did not have an approved as- built. A well permit request was submitted to your department on 3/27/01 which you rejected due to the lack of an approved as-built on the septic system. I have reviewed the record concerning this properties septic system and discovered that an as-built drawing was submitted to your department in December of 1990. It was rejected due to the cistern nearest the septic system not being abandoned. No other deficiencies were noted. The original as-built submitted to your department was not discovered during a document search. We contacted the Engineer of Record and obtained a copy of the as-built drawing submitted in December of 1990. He resigned the document to authenticate it. It is attached. I am resubmitting the well permit request. The existing cisterns and surface water collection systems will be abandoned and filled. I further request that your department expedite the well approval process. contact me at 272-8218 or 227-3522 if you have any questions.,~.*~."_'?(--~',,_ Please ~. ~. \ L- .,*******,'..v-. x~ ~.~', Sincerely,  ~,,***~ · ********************** - ' .............. Steven R. Pannone, P.E. Attachments: C:\WORK\LL'rrERS\24-4KASILOFHILL~.OO I.DOC M~R-22-20~l TE.'U 02:40 FH DYlqRIiI¢ NO, 282501~07~?75881 P, 01 J \. MUNICIPALITY OF ANCHORAGE ~,,21 ~---/'.~/._ DEPARTMENT OF HEALTH AND HUMAN SERVICES Environmental Health Division 825 "L" Street. Anchorage. Alaska 99502. Telephone 264-4720 ON-SITE SEWAGE DISPOSAL SYSTEM AND/OR WELL INSPECTION REPORT DISTANCES I~, FT FT + I1 I~- ,..,.,,., o.,.,..,.,,.~~/ REMARKS: ~o~ ~4~S ~ /)/~ ~,~,~ =~.. ...... ,.~,, ~/~/¢ - .... ... / '4.~'... .." He~ll~ OepaRmenl Approv~h Dale. MUNICIPALITY OF ANCHORAGE MEMORANDUM To: FILE From .p/~ ~ / E,L Re:/~O.~zo~ bllZZ$ S~OO, OZ~ 4 Zor 24,~ 2~ m 20~1 91-015 (Rev 9/97)° January ~, 1991 Ms. Geraldine Konard 10741 Vasikof Place Anchorage, Alaska 99516 Subject: Lot 24 Block 4 Kasilof Hills Subdivision, PID #015-131-08, Permit #SW900274 Notice of Violation Dear Ms. Konard: In early September, 1990, this office was contacted by Kniefel Engineering for consultation as to an acceptable method of repairing your failed septic system. Following several on-site visits with both the excavator and the engineer, this office issued an On-site Sewer & Septic Tank Permit (#SW900274 dated 9-5-90) and related waiver (WR900034). The terms and conditions attendant to the permit and waiver stated that "Cistern #2 will be abandoned." Cistern #2 is located in the parking area at the front of the residence approximately 30 feet from the new septic system. On December 28, 1990, this office received an as-built drawing of the new septic system, from Kniefel Engineering with no mention of the abandonment of Cistern #2. We contacted Mr. Kniefel and to his knowledge Cistern #2 is still in use. Your new (upgraded) septic system will not be in compliance with municipal regulations until the terms of the permit and waiver are satisfied, therefore, this Notice of Violation is being issued. You should initiate action immediately to have Cistern #3 abandoned properly under the supervision of Kniefel Engineering in order for the septic system to be approved by this department. If there '~ are any qu~sfiions, please call our office at 343-4744. Sincerely, Robert W. Robinson Civil Engineer On-site Services cc: Kniefel Engineering John Smith, P.E., Program Manager, On-site Services RWR/305 Kids Are Our Future - ~ ~ .... ~ %~. ~- ~ ~-'''- / , SYSTEH UPGRADE -- C~ren~/tank faSled and being pumped. compartment MOA approved tank. 1[ Existing tank to be removed and hole backfille'd. 2. New tank to be set to provide more than 100 foot seperation from ~1 cistern. Connect tight line from existing line to new tank to line to crib. 3. The added trench occurred in 1983 but no records exist. Current system took water at crib CO with no rise at trench CO. 4. Const'ruction to follow MOA rules and regulations for construction materials~ methods and inspections. SEPTIC SYSTEM DESIGN DATE PREPARED FOR: ','~,~'~t'::,:~: ...... 8GALE PREPARED BY: ' : I"=~O' Kniefel Engineering MOA CE 90-030 SPECIAL PROVISIONS FOR PERMIT 900274 Given the following site conditions found on Lot 2A, Block 4 Kasilof Hills: 1. Existing septic tank has collapsed and currently presents a health hazard. Original crib installed approximately 17 years ago and trench upgrade installed in 1983. Both installed without permits and both installed to a depth of approximately 10 Ft. Test hole adjacent to trench confirmed 10 Ft. depth to bedrock - existing systems do not have minimum 6 Ft. vertical separation to bedrock. Existing potable water supply consists of two surface water cisterns At least one of which is less than 100 Ft. from the existing wastewater disposal system. The following special provisions are incorporated into the subject permit: 1. This permit is for the replacement of the tank only. The permit will be amended to include replacement of the drainfield. 2. By September 15, 1990 a design for upgrading the drainfield will be submitted to DHHS. 3. Engineer will document the location and use of all footing drains, cistern overflow piping and any gray water piping. 4 o Should the proposed new drainfield encroach on the 100 Ft. protective well radius of cistern No. 1, an application for waiver will be submitted with the drainfield design. 5 o The property owners acknowledge and understand that this wastewater disposal permit does not constitute DHHS approval of any of the existing surface/shallow groundwater collection systems as potable water sources. 6. Cistern No. 2 will be abandoned. 24' m ~ I ~6''O ' ~ Four (4) Bedroon , O- ;~l ~0., ./ ' House greater ] , I than to ~--pL10' , i ) 1. Adjacent property wells are greater than 125' from ) /~ I\' this new system. % J ~ 2. This is a repair to the existing - ~ un'documented~' system. See a~tached . letter from Kniefel Engineering for details of existing system. . . _ 3. Ail methods, materials and inspections will fo$1ow~ MOA rules and regulations. Contractor responsible fo~ requesting inspections from MOA. 4. The existing crib. area will be removed, properly backfilled and abandoned. ~St~ern #1 5. The three pipes found during the sub-surface investigation will be located near cister~ .#2, intercepted, and piped down -the driveway to acces's t'o the drainage ditch along Vasilof Drive. 6. Letter from Kniefel Engineering to Acreage Systems d~t,.ed 9-6-90 is part of this design and is attached. Lot 24A, Block 4, Kasilof Hills S/D DATE PREPARED FOR: % ~.' :, ,~.~','-' ,'.':,< 9/6/90 Acreage Systems [[. SCALE PREPARED BY: " 1,, -- ~o, Kniefel Engineering MOA CE 90-030 co 0 ¢o I ) I / Sewer .Roc'.k~ 6"% Insulation Board and Filter Fabric Pipe bottom at ~.0' 4" perforated pipe meeting ASTM 3034. 1. System Design = 4 bedrooms @ 125 sf/bed = $00 sf of area Bed design = $00 sf x 1.$ = 7.$0 sf 'total bed area 2. Bed Area = 24 x 32 = 768 sf. ~W. M'dA CE'90~0'30 Lot 24A, Block Lt, Kasilof Hills 9-6-90 Municipality of Anchorage DEPARTMENT OF FIEALTH & HUMAN SERVICES 825 "L" Street, An'chorage, Alaska 99502-0650 SOILS LOG ~ PERCOLATION TEST PL:RFORMED FOR:~~ LEGAL DESC.IPT,ON: c.z4A,, ? 8 10 12 1§- 18- 17- 18- 1~- 20- Township, Range, Section: SLOPE SI'~E PLAN WASGROUNDWATER ENCDUNTERED? IF YEs, AT WHAT DEP'TH? Depth to Waler After Monitoilng? Dale: Gross Net Depth to Net J Readingi Date Time Time Water ~ PERCOLATION RATE -- (minutes/inch) PERC HOLE DIAMETER TEST RUN BETWEEN __ FTAND~FT ACCORDANCE WITH ALL STATE AND MUNICIPAL GUIdELINES IN EFFECT ON THIS DATE. DATE: 72-008 (Rev. 4/85) KNIEFEL ENGINEERING 8441 Miles Ct,, Anchorage AK. 99504 (907) 337-1121 · Fax (907) 338-1874 September 6, 1990 MUNiCIPALI'IY Ol: ANCHORAGE ENVII~,ONMEN iAI. SI:R',/IC.E$ DIVISION Mr. John Smith, P.E. Manager, On-Site Services Department of Health and Human Services Municipality of Anchorage 825 L Street Anchorage, Alaska 99501 SUBJECT: WAll/ER REQUEST, LOT 24A, BLOCK 4, KASILOF HILLS Dear Mr. Smith: The purpose of this letter is to request two waivers for the above property. The waiver requests are as follows: 1, Septic System to Well ]Distance -- The new system will be 30' to Cistern ~2 and 94' to Cistern 41. One of the wells is a shallow cistern (¢2) whose bottom elevation is five feet (5') above the absorption field bottom of pipe. The other wel 1 is also a shallow cistern (.~1) whose bottom elevation is nine feet (9') above the absorption field bottom of pipe. The wells in the immediate area average 400' - 500' depths with very low flows. The owner installed the cisterns as the only method to provide a proper quantity of water for his household, 2, Septic System to Cutbank Setback - The new field ls within ten feet (10') of the cutbank from Vasikof Drive. The bank was inspected for ot~tcrops of bedrock or v~sible signs of leaching from the existing trench, None were noted during the review. Due to the contour of the lot, this is the only area for placement of the bed. The letter dated September 6., 3.990, from Kniefel Engineering to Acreage Systems, Inc. is included as part of this submittal. Also attached to this letter is the desi(.[n for 'the above system. It is our understanding the current permit for the tank will serve as the permit for. %he installat]ori of the above described bed. We would appreciate your timely review and apprLv~zl of this request for waiver, If you have nay ~urther questions or comments, please don't hesitate to contact us. Respectfully Submitted, Kniefel Engineering !,. /: .... ,. / / SYSTEH UPGRADE -- C~pen~/~nk ~aiSed and beSng pumped. New e~mpap~men~ HOA approved raniS. 1~ Existing tank to be removed and hole backf~lled. '~' 2. New tank to be set to provide more than 100 foot' seperation from ~1 cistern. Connect tight line from existing line to new tank to line to crib. 3. The added trench occurred in 1983 but no records exist. Current system took water at crib CO with no rise at trench CO. 4. Const'ruction to follow MOA rules and regulations for construction materials~ methods and inspections. SEPTIC SYSTEM DESIGN DATE PREPARED FOR: SCALE PREPARED BY: [ "c [0' Kniefel Engineering MOA CE 90-030 KNIEFEL ENGINEERING 8441 Miles Ct., Anchorage AK, 99504 (907) 337-1121 · Fax (907) 338-1874 September 6, 1990 Acreage Systems, Inc. 601 East Northern Lights Boulevard, Suite Anchorage, Alaska 99503 SUBJECT: LOT 24A, BLOCK 4, KASILOF HILLS SYSTEM UPGRADE Dear Ms. Sanderson: Based upon your request we have completed an assortment of work involved Jn repairing the septic syste~ associated with the above address. As noted in conversations with Mr. Sanderson and th~ owner. Ms. Konrad, this system has numerous problems with both the septic system and the water supply system. Based upon conversations with you and the MOA DHHS (Mr. John Smith, On-Site Program Manager), following is my understanding of what is being done and its significance: 1. The original request was made to obtain approval for the septic tank which had caused back up into the house. Inspection of the tank showed it had deteriorated, the line to the field was severely plugged and it needed replacement. We completed the necessary paperwork, submitted it to the MOA and received approval for the replacement of the tank with a new 2 compartment 1,250 gal. tank. 2. The current water supply system consists of two shallow cisterns located as shown on the attached permit drawing. The lower cistern near the house was being used for present household water needs. The upper cistern ~s connected to the house supply but the pump operating it was not activated. Field sampling of the upper cistern on September 5, 1990 by MOA personnel (Mr. Robinson) showed a Nitrate level approaching the 15 -- 25 mg/1 area, well beyond the allowable 10 mg/1 standard, We have taken samples of the lower cistern for total coliform and nitrate analysis aad those results are expected by September 110 1990. 3. A review of the. 'MOA records by ourselves and the MOA personnel show no ~ecdrds of the current water or septic systems or any permitted additions or changes. Based upon conversations with Ms. Konrad, it appears %be original septic system consisted of the septic tank connected to the crib, with the trench system added to the crib about 1983. 10741Vosikof Drive September 6, 1990 page two The attached permit drawing is an approximate as-built of the above items. The current septic tank';is within 40 feet of the lower cistern and 94+ feet from the upper cistern. The absorption trench is within 10 feet from the top of a cut bank with a slope approaching the 25% maximum differential level. A field inspection of the cutbank showed no signs of seepage or exposed bedrock, 4, During the review process for the tan]< work, the MOA DH}IS On-Site personnel (John Smith and Robert Robinson) were asked to visit the site to review the concerns with several of the features of the lot, The septic tank was pumped during their visit, at which time the tan]< fully collapsed and was inoperable. Mr, Smith said the MOA would approve the immediate installation of the new tank in order to prevent further contamination of the area. 5. A test hole was dug during the time of the MOA visit to determine any restrictions on the use of the current system or the need for a new system. The soils log attached shows the materials found during this test. Bedrock was noted at 9' depth with. the rest of the material above that level of sand or sa~d and gravel composition. The hole a~so revealed the presence of three underground pipes (11 1/2" black plastic, 2" black plastic, and 4" perforated white plastic). The 2" and the 4" pipes had water flow in them (estimated at 3-4 gpm for the 2" a.~d 1-2 gpm for the 4"), From the orientation of the ~ip~s, it. appeared the two black pla~%ic lines served as overflows for the lower cistern and t~e 4" served as footing drain for the house foundati~n~f 6. A field review by ourselves and Mr. Robinson indicated the lot had little if any area to support an additional site for a new system. It was determined the best method to handle the wastewater would be the construction of a new bed system which would encroach to a minor exte~t on the existing trench system. The system design was to meet the six foot separation from the bedrock found in the test hole. The system will requi~e a request for a waiver for the cutbank setback di~ta!%ce (less than 50' setback] and a waiver for the septic to water supply distance (les~,~han 100 feet from the lower cistern). 7. The attached design shows the new bed system placement which obtains the necessary 100' separation from the upper c~stern. In addition, the existing crib will need to be excavated below the area o~ the new bed, sand/gravel material placed, and the remainder of the crib abandoned after filling with available on-site backfill. 10741Vosikof Drive September 6, 1990 page three This design requires the waiver for the cutbank setback distance but wi 11 not require a waiver for. the 100' se~aration from wat.e~' ~our~:e if tl%e house uses only the upper cistern. We need to know as soon as possible if~t. he, owner wants to only use the upper level or if we need a waiver for the distance. The MOA has indicate'~'they would grant that waiver' if requested. " The water flow in the plastic lines we found will need to be intercepted/captured at the lower cistern area, and piped down the driveway area to the drainage ditch, The most important concern with this system repair is that the MOA DHHS people, the current owner, Acreage Systems, Inc, and Kniefel Engi]~eering all ~gre. e the work being completed will allow the continued use of this wastewater system fo]' the current owner only. All of the above mentioned persons or agencies have ~na3or concerns re~arding the water' supply system and i~s~?~elationship to this repair effort along with the noted., high nitrate concentration levels from adjacent areas. THIS WORK ONLY ADDRESSES A PORTION OF THE SERIOUS ~'ROBLEMS NOTED WITH THIS SYSTEM~ AND IN NO WAY IMPLIES, SUGGESTS OR GRANTS ANY FORM OF APPROVAL OF THE ENTIRE SYSTEM. We ¢:an't stress th~s condition enough to all parties concerned. We have spoke personally with Ms. Konrad and she is very aware and she agrees with this. As you can see, we have worked very closely with the MOA staff. the owner and yourselves to repair and obtain use of this system as shown on the attached design. Everyone involved to date has worked hard to provide the best solution possible in some very trying circumstances. We applaud this effort and will continue to complete this project to the clients and MOA satisfaction. Please review this information and if you have any comments or questions, please don't hesitate to contact us. Respectfully Submitted, ~Kn~efel Engineerin~g~ , ~ 'R ANCHORAGE AREA BOR"*GH Department of Environmental Quality 3330 C Street Anchorage, Alaska 99503 INSPECTION REPORT ON-SITE SEWAGE ,DISPOSAL SYSTEM LOCATION SEPTIC TANK: DISTANCE FROM WEll ~) ~- £~1 INSIDE LENGTH MANUFACTURER t}~,~.~_) n.~..~L~'.~_,~ { C~ I MATERIAL INSIDE WIDTH LIQUID DEPTH NUMBER OF COMPARTMENTS LIQUID CAPACITY ((~}f~)O GALLONS. SEEPAGE PIT: NUMBER OF PITS t DIAMETER OR WIDTH / LINING MATERIAL LO~_~ CRIB SIZE: DIAMETER BUILDING FOUNDATION~D'~L~,w NEAREST LOT LINE ~_~O ¥ ADDITIONAL ABSORPTION WELL: LENGTH , DEPTH DEPTH.__ DISTANCE FROM: WELL ( OO¢1¢~%~ . TOTAL EFFECTIVE ABSORPTION AREA (WALL AREA) ~--(~ SQ. FT. CONSTRUCTION BUILDING NEAREST NEAREST FOUNDATION "--- , LOT LINE ~ , SEWER LINE~ CESSPOOL , OTHER SOURCES APPROVED . DISAPPROVED REMARKS DEPTH DISTANCE FROM: SEPTIC ,z ~,,,~ / SEEPAGE , TAN K ~-~ fZ/~ ~g~ SYSTEM /(--~ ,/~.~ , DISTANCES: INSTALLED BY: PIPE MATERIAL: LOT SLOPE:% (..~...~..~_~L - Form No. LQ-031 DIAGRAM OF SYSTEM DATE APPROVED G.A.A.B. ~ / GREATER ANCFtORAGE AREA BORouGH DEPARTMENT OF ENVIRONMENTAL OUALITY 350(') 'TULgO~ f~OAD POUCH 6-650 Af.JCHORAGE. ALASKA 99502 TELEPHONE 279-86¢6 SEWAGE DISPOSAL SYSTEM -- APPLICATION AND PERMIT PERMIT NO. NAME OF APPLICANT F INSTALLATION LOCATION 'E AL DESC.,PT,ON INSTALLATION OF: SEPTIC TANK'~'* TYPE AND SIZE OF FACILITY TO BE SERVED MAILING ADDRESS T DRAIN FIELD SOIL TEST RESULTS PHONE SEE.PAGE PiT ~ TO BE INSTALLED BY OTHER NOTE, THIS PERMIT IS NOT VALID WITHOUT BOIL T~BT COMPLETION DATE ANTICIPATED PFI)MTT VAI ID fiNE YFAR FINAL INSPECTION, ~4 HOUR NOTICE: REQUIRED. BACKFILLING OF ANY BYSTI';.M WITHOUT FINAL INSPECTION BY THe. HEALTH DEPARTMENT AUTHORITY WILL BE SUBJECT TO PROBECUTION. TANK ¢ ~ /r ' MINIMUM DISTANCES. REQUIREMENTS .5 ft. F~ !DATION TO SEPTIC TANK 20 f~. D.AIN F~ELD 10 FOUNDATION TO SEEPAGE PIT SEPTIC TANK TO SEEPAGE PIT WALL 1.5 fL, SEPTIC TANK .5 :~! , SEEPAGE PIT ~, DRAIN FIELD TO NEAREST LOT LINE. WELL TO SEPTIC TANK DRAIN FIELD WATE. MA,NTO SEPTIC TANK ).0 ft 10 O.AIN mELD 1'~o SEPTIC TANK. 25 ft., SEEPAGE P'T 100 ft. , DRAIN FIELD TO RIVER, LAKE, STREAM. SEEPAGE P'"' l ALSO CONSIDER AREA WELLS. .., SEEPAGE PIT ~L0 50 ft.. DIAGRAM OF SYSTEM 4" CAST IRON ,~IPIION · S~.'PTIC PiPE k'llll AIRTIGHT CRIB ] At:l: ///' CAPS '-'~' .... '":"u cAs~ i. 'b j ~ - . ~.:'.: :., ...... f:'.::';.1 CAS3 IRON I.'?.:' ;~.',l ..... I.:.;.:1 . C I roquired whenovor llno crosses (CRIB 4' hINI~UM ABOVE' WATER': under driveway. IABLE) 4 )riCH S~'dER LithE. ;4]r,l~!;.~).( t4EEL COt;SI(Hr ASEA ~IELLS. CAST IRON INTO AND OUT OF SEPTIC TANK ,.~..ND INTO CRIB CROSSING GAP OF .......... EXCAVATION 5 FEET INTO UNDISTURBED SOIL. 4 INCH DIAMETER CAST IRON SIPHON PIPES ON SEPTIC TANK AND SEEPAGE PIT FITTED WITH AIRTIGHT REMOVABLE CAPS. GRAVWL BACKFILL CONFORM TO aoR~o~/.~y~ L~REGULATIONs. . REGARDING INSTALLATION.. '/ / HEALTH AUTHOR,TY / / OR // LICENSED DESIGNER SEEPAGE Pil E×CAV?,TIOli BASED ON SOIL TE~T. ~1 Grade: ~'.per ICa' or 1/4" p r foot ' except 10' preceeding IIOUSE ' tank & fha. should not exceed 6~ per 100 on flat SEPTIC /~CAS~/ IRON SIPIION PIPE ~SEEPAGE PIT _/.....-.CRIB -~..__..__.$RAVEL UACKFILL LOT Lille ..... I I CERTIFY THAT I AM FAMILIAR WITH THE REQUIREMENTS OF GREATER ANCHORAGE AREA BOROUGH ORDINANCE NO. 2S-0B AND THAT THE ABOVE DESCRIB(.L...m'I~'SYSTEM~_.. IS IN ACCORDANCE WITH SAID CODE. OATE' '2~"/]/~f ~/ / 7 /~.APPLICANT'$ SIGNATURE Leoal Description: Lot~B1 cc k____ This Form Renorts Soils Loft 3500 TUDOR RfiAD ANCHORAGE, ALASKA 99502 Date Performed Su Nd i vi s i o XX 20 se t. Percolation Test qeoth Feet Soil Characteristics 1 To_R- soil 3-- 5-- 6------ l The soil conditions in this area were very erratic. All contacts were very erratic. This profile represents an average of the sediments in this area. GROUND WATER The original excavation was free of water ,~t the time of ---~---..J--~--i ..... the original ~tgglng, but due to melting of semi-permanently__ frozen ground, the excavation .... , now has water in it In my ' .... t--+---'t I opinion melting frost is the I origin of the excess water in!, this area. L ..... Was Ground Water Encountered?lsee above)~?o I~ Yes, At what Depth? ,[_ slope- west ....... I---I"---T-- -T-- -~ ;--4 ..... 1 ...... ; ..... ...... :_._J ..... -, .... J_.._~,__l Readinq Date Gross Time Net Time Depth to H20 Net Dr'on I Percolation Rate ~ii nut,e Proposed Insta! ]oriole' Ser~u, aqe Pit ........ ~ ........... Prz~'in Fie'Id Doeth of Inlet unknown Depth To Bottom r~r Pit Or Trench12 feet CnX~f~ENTS'_~__~et'~T2$-~--'B3'"~"'~'~/$~rml 3 feet Sp at 150 sG ft/'bdrm Test Performed D'IW-EF-7 5'- C;-(;7) Alaska Department of Health and Welfare Branch of Enviromnental Health Pouch Juneau, Alaska 99801 ALASKA P' APPLICATION FOR AP/~ROVAL VFMENT OF HEALTH AND WELFA .,vISION OF PUBLIC HEALTH OF PLANS Anchorage Cit_v,.~ / __ Zip Code .... 7 z..z ........... l~Iailing Address Application Date r~,~iness re~;~-Gi~e"i¢~i ............ RE: ..................... Wag er...Syat em..f.o.c...go ul.der..3ar..irm$..£u h~i.v..i M.on ....................................... (Name of project fo,- .~ ............ L. ~. ~,k[,, m ~qu~tea~ In accordance with Alaska Seatutes, Title 18, "Health and Safety", Chapter 05, Sec..18.05.040, (11), (12), and rules and reg- ulations promulgated thereunder, we, .......................................................................................... Lu.d~J.g...Eer.cke .................................................................................................. (Name of Applicant) herewit~ submi~ for your review, and approval, with respect to SANITARY FEATURES, duplicate sets of complete plans for ~he proposed project described below. "Complete plans" shall be taken to mean General plans, De~iled plans and specb f~cations, and a Project Report (Engineering or Archi~ec~ral Report) including necessary data required for f~I1 understand. lng of SANITARY FEATURES of design. (Give complete but brief description of proj~t) ....................................... ~o~.i~2...~ter...~y&t~_ta..~ga_22...~ ..................................................................................... These plans were prepared by ~{Name of Designing Engineer, Architect or Firm) .]._g_0.] ...S.~./~rL~0n~..AflF..hOl~.&~l~ ....................................................... and by or under the direction of the following Engineer(s) or (Address) Architect(s) duly licensed to practice in Alaska: Glenn A. Huff Civil 1426E This project is to be financed in the following manner: (List sources of funds and amounts). Sources- of funds: Amount~.r Total estimated cost of this- project is $ ......... ..2.0..,.~..7_7._:..~.Q._..[ ................. These plans ar~ be.lng submitted to you at least oneqnonth prior to the contemplated date-of advertising for bid~ Nih (Dat~ bids will b~ called) We understand that construction' shall not be started until your final approval of these plans has been received: .that no revisions in the plans affecting the SAN[TAF~Y FEIATURES of the project may be made subsequent to receipt of yom' final approval unless such revmions be submitted and approved; that construction will be carried out in accordance with the approved plans; and ~at unless construction on this project is s~rted within a two-year Period subsequent to your approval, such approval.will become void. Very truly yours, (Applicant) ............... Ludwig.__[er. che ........ = .................................................. .... ..... ........................... : ................. (Official Title) GREATER ANCHORAGE AREA BOROUGH Department of Environmental Quality MEMORANDUM Ju)y 12, 1973 TO: FROM: SUBJECT: Rolf Strickland Chief Sanitarian Tim Rumfelt, R.S.~ Sanitarian I Konrad Residence - Lot 4, Block 24-A, Boulder Springs Subdivision Sewage Disposal System October 1972 October 10 May 1973 June 1973 July I, 1973 - July 9, 1973 - Conclusion: Mike Schachle installed a 1000 gallon septic tank and adjoining seepage pit on subject property. John Lee and myself observed a large amount of water in the area above the pit, where the foundation was to be placed. The soil test taken at the pit by Turtle, noted no water present. John Lee requested and received a three page report from R & M Engineering which stated how the water could be removed from the area via a sump pit and drain. If properly installed Rooney stated, no ground water would be introduced into the seepage pit. Les Buchholz and myself checked subject pit and found one foot ot water in it. I contacted Rooney who stated; Schachle must have not sealed the ditch around the pipe leading to the seepage pit and septic tank with impervious material. I asked Schachle to pump the septic tank and seepage pit so I could check it for seepage a few days later. Alaska Pumping pumped tank and pit. Chuck Sellers and I checked the pit and observed seven inches of water in pit. The water must be following the pipe to the pit, rather than ground water seeping directly into the pit. The pipe line shou)d be sealed tightly to prevent this. However, Konrad has recently landscaped the area and access to the pipe would not be easy. Konrad may suffer from this excess amount of water being intro- duced to his pit, but his pit is not directly polluting the ground water present in the area. lb SUgJ[CI': Sewer Syste~;~ - Lot 24A, 5oulder Sprin-i~,s Subdivision bear ?.r. Scn~c!il~: On Dece~;~ber 7, 1972, ;ir. Lee of this departs?ant wrote a letter Lo you concernin~]~ ~he above 'sewer s.yste~.~ aha ils possible needed i~Pl'ave~ents. On [~ay 1u, 1973, ~']r. Les ¢~uchholz of this ~;~enL, Hr. Franz J~unrad ~ne landowner, and presehce of wa~er in the seepage pit of Lh~ subjecL systeJ~f. Sit, ce the sys~et;, isn": being used nor ever has been, ils con- c'Judec LtlaL ~he presence of such water is due to a subsurfac(~ water' table. Tner~fore, t~ts dep~rt~cn~ requests ~na~ you conLac'b us concernin{:~ the neec~ed i~mrove~enLs ui~nin seven (/) bays froi:~ receipt gf this let:er. Failure provoke l~gal action aQatns~ yourself. If you have any questions concerntn? the above, pleas.~ contact !'ir..qolf S'CricklanC, Ci'~ief Sanitarian of ~tis depart~en~L. Si nccrely, Sanitarian i CC: FraJtz 1 b RECEIPT FOR CERTIFIED MAIL--30¢ (plus postage) SENT TO POSTMARK OR DATE STREET AND NO, P.O., STATE AND ZIP CODE - - -.. -~_O~tTo~,:se-~V~c~ FoR ADDITIONAL FEES RETURN ~ l. Shows to whom a~fl With deliw' dressee only ............ 65¢ RECEIPT p 2, Shews to whor d where delivered .. 35¢ SERVICES With deli Jressee only ............ 85¢ 6k~VEr yo ADDRE§§E~ ON~F ], ...................................... 50~ SPECIAL DELIVERY (extr~{e~reqgiredj .;......~..,,.~....~;~__._~.~. --' PS Form NO INSURANCE COVERAGE PROVIDED~ (See other side) NOT FOR INTERNATIONAL MAIL ~ ~'o: :~ ~- ~-~3 Apr. 1971 3800 BECEIYED · REATEE ANCHORAGE AREA ~OROUOJ,,I ~EPT, OF ENVI~oNMENTA~ QUALITY Box 1866 Anchorage, Alaska 99510 March 13, 1973 Greater Anchorage Area Borough Department of Environmental Quality 3330 C Street .Anchorage, Alaska 99503 Attention: Rolf Strickland, Chief Sanitarian Dear Rolf: I happened to be going through the Environmental Atlas of the Greater Anchorage Area Borough and the attached reference to waste disposal and location of aquifier is particularly interest- ing. This brings to my mind the situation of Franz Konrad, a potential neighbor of mine. As you know, I filed a formal com- plaint last fall concerning the installation of his septic tank system. As you may know, Mr. Konrad is currently building a house on his lot in Kasilof Hills Subdivision. Concrete work was per- formed during this past week. As far as I know, he has not had approval from your office for his disposal system. You will remember that he had water flow- ing into his septic tank and seepage area. John Lee has photos of this condition. I'm concerned about his system in relation to my well and stream downhill from him. As John knows, I'm having my well water tested periodically and shall continue to do so. I would like to know what DEQ's position is on Mr. Konrad. I believe that he is proceeding with construction in order to cause a situation so it will become increasingly difficult for you to reject his site or to require a fail-safe alternate. I don't propose to become another Robert Drum, but I do intend to follow this up to whatever degree necessary.. Please let me know your course of action in this matter. S in ce re ly, JLS: j s s cc: John Lee L)ecember 7, 1972 Mike Schacnle 3126 East 72nd Avenue Anct~orage, Alaska Subject: Sewer System, Lot 24A, Boulder Springs Subdivision Dear Sir: As per our conversation of November 29, 1972, this is the policy we will follow on the subject sewer system. 1) A layout of the lot showing placement of the drainage system, materials and location relative to the sewer system will be submitted by you. In Spring, 1973, an inspection from this Department will examine the sewer system to verify that no drainage runoff is passing into it. If inspection' shows that the runoff passes through the sewer system, then further measures must be taken by you to route runoff water from the sewer system. Thank you for your cooperation on this matter. Sincerely, Joi~n R. Lee, R.S. Environmental Services Supervisor bb CC: Tim Rumfel t Franz Konrad RECEIPT FOR CERTIFIED MAIL--30,~ (plus postage) ?lovet~ber 21, 1972 Mike Schachle 3126 East 72nd Anchora.,:je, Alaska 99502 SENT TO POSTMA4K OR DA'E STREET AND NO, P.O., STATE AND ZIP CODE OPTIONAL SERVICES FOR ADDITIONAL FEES RETURN b~ 1. Shows to whom and date delivered ............ 15¢ With delivery to addressee only ............ 65¢ RECEIPT 2. Shows to whom, date and where delivered .. 35¢ SERVICES With delivery to addressee only ............ 85¢ DELIVER TO ADDRESSEE ONLY ...................................................... 50¢ SPECIAL DELIVERY (extra fee required) .................................... PS Form NO INSURANCE COVERAGE PROVIDED-- (See other side) Apr. 1971 3800 NOT FOR INTERNATIONAL MAIL ,,~,,o: ,~¢'oo..~o',.,,ee Sub ' ject. Co);:'~pletion of on-site sewage disposal syster;) and ground water drain for Lot 24A, Boulder Spriugs, Konrad residence. Dear SI r: On or about October 8 and 10, 1972, this Department inspected your installation of an on-site sewage disposal system on ghe subject property. At that tt~'~}e the septic tank, cast iron pipe and seepage pit size were noted. Because of a large amount of water observed in the area of said system,, this Denartt~eng requested ti)at R & M Enqineering and Geological Consultants review this situation. Their report of October 10 1972 stated what was presen~ and proposed a drain outlet relocation. As of yet, this L)eparCntent has not received a request fro~:-) you 'to inspect this relocated drain outlet, nor received any indication that said drain was ins'Called. If said drain was not installed ground water pollution could readily occur from subject sewage disposal system. This Department requests thaC you present us uith evidence of said relocation within seven (7) days fro)<) the receipt of this letter. If you have any questions regarding the ,tatter, please do not hest~ate to contact this Depart~ent. Sincerely, Ti~n'Rumfelt, R.S. Sanitarian, $.S. GREATEE ANCHORAGE AREA BOROUGH Department of Environmental Ouality MEMORA~'iDUM November 20, 1972 TO: F ROf'~: SUBJECT: Chuck Carl son Building Department Roll Strickland Chief Sanitarian Boulder Springs Subdivision It i~z,s c<~m,= 'to 'C~<~ a<t~n'tion to th~ De?artment of Environmental Quati'Cy <i~a~ suvcra! people have applied for building permits in the s~Ibj<'~ct suOdiviston. We wis~} to bring to your attention that at the time that the Planning Co~m~'ission approved t~is subdivision, iL was under the condition that · ~t'~: i)cv~lo)~r~ ~ir. Ludwig Fers~ea, would install a community ~,ater sysCen': on or i-.~e'fore August of 1772. Mr. Furshea, as of this date, i~as not installed L!~e water system. .... wualit7 is~ ~ r~fore~ no~ a~y on-site s~,Jage dis?osal systems in t~is subdivision until a~?rovc~] c(~mmu~titL/ wa~=~ system serves th,?. ~'.~tire subdivision We would aF~pr(~ciat(~ yo:~r taking w~'~atever action is necessary, to advise ~]eople c~]lnin~i tc~ y(~ur de?artme~t ti~a~ tl],!.~';,, are not going to §et ai:~?roval frnm ()ur [~(~partm~nt to b~ild i]ouse$ in tqe subdivision, W~ f~..~l ti~at ic w~uld be a waste of 'their tim,:' and effort t~ c,~mp!ete an ai~?lication for a building permit onl'/ to find out .~t ~ much later dale, '~ha'~ our Departmen~ would not a?prove t~,}e subdivision because of one water sys~;em. Should you ?lav~, a!iy quest;ions on this particular matter or nee<! backup information, ~ive m~-: a call at 274-4561, extension 141. bb R&M Civil Engineers ENGINEERING & GEOLOGICAL CONSULTANTS 22g EAST 51st. AVE. - P.O. BOX 608? - ANCHORAGE, ALASKA gg603 TELEPHONE 907-279-0483 TELEX 090-35419 Geologists Land Surveyors JAMES W. ROONEY, P. E. MALCOLM A. MENZIES, P.E., L.S. JAMES H. WELLMAN, P.E. October 10, 1972 R & MNo. 25128 GAAB P.Oo # 14074 RALPH R. MIGLIACClO Engineering Geologist Mr. John Lee Environmental Services Supervisor Department o~ Environmental Quality 330 "C" Street Anchorage, Alaska Re: Konrad Residence, Review o~ Site Ground Water and Sanitary Treatment Conditions, Anchorage, Alaska Lot 4, Block 24 A, Boulder Springs Subdivision Dear Mr. Lee: At your request an inspection ot~ existing conditions was made at the subject site ot~ the proposed three bedroom residence located in the Upper O'Malley Road area. A review o~ site conditions was made by Mr. James Rooney, Soil Engineer and Mr. Mike Schackle o~ Schackle Excavating on Thursday morning, October 5, 1972. Weather at the time o~ the inspection was overcast with intermittent light rain and an air temperature slightly above ~reezing. Also, a slight crust o~ ground ~:rost was noted within the cleared area. General site conditions observed during the inspection are indicated on the attached rough drawing. The sanitary facilities, including sewer line, septic tank and seepage pit ~or the proposed residence were designated to be at the approximate locations shown on the drawing. Ground water seepage within the house excavation area and around the perimeter was ~ound to typically drain to a sump pit which had been excavated immedi- ately adjacent to the proposed house sewerline connection. Drainage ~rom the sump pit was being achieved by means o~ gravity flow thru a three inch plastic pipe which extended f-rom the sump pit directly over the sanitary ~acilities out to the ~ront o~ the lot. Ground cover over the subdrain appeared to be less than three t~eet in many areas. ANCHORAGE FAIRBANKS JUNEAU October 10, 1972 Mr. John Lee Page 2 Subsurface soil conditions, as noted in the exposed house excavation,varied significantly from the back to the i!ront of the excavation. Along the back~ bedrock was exposed at relatively shallow depth and overburden materials consisted of approximately one to two feet of organic silt (top- soil) underlain by interbedded sandy silts and gravelly sands. Ground water seepage was most evident within the interbedded materials near the bed- rock interface. Near the center, the bedrock dipped steeply while the overburden increased in thickness. In this area a thin stratum of light brown silty gravel was observed below the organic silt surface layer. Nearly all oi= the area toward the t=ront of the site had been reworked or was still covered by organic silt. Since the sewer line trench and pit excavations had been completely backi=illed, it was not possible to verif7 subsurface soil conditions in this area. However, based on the test pit log and the cut face exposure adjacent to the driveway at the base of the slope, it appears that the interbedded granular materials (encountered below the organic silt) extend to the i=ront slope of the property. AI~ the test pit log did not indicate subsurface seepage at that time, s_o_nle limited g~und water seepage was noted at several locations within the cut i=ace. Due to the subsurface seepage conditions and the proximity of the col- lection sump pit and subdrain to the house sewer line, some potential for ground water intrusion into the sewer system appears to exist ii= any ground water seepage or subdrain pipe leakage should occur within the existing trench. With this present drainage configuration it is con- ceivable that ground water over~low from the sump pit could run along the trench and enter the sewer system at some point on the line or ulti- mately at the seepage pit. Under such conditions, it is possible that the sanitary facility could become overloaded and develop potential i=or polution. In order to avoid this likelihood, we suggest that collection of subsuri=ace drainage and drain pipe be relocated to the approximate position shown on the included drawing. This can be accomplished by directing all subsurface drainage to the proposed new sump pit location which would still allow drainage to the front of the property while minimizing the chances of any ground water infiltration into the sanitary system. Drainage from the base of the present sump pit to the base oi= the pro- posed new pit should be achieved by gravity flow. The pipe drain extend- ing from the sump pit should be placed at a minimum grade of 0.5 per- cent and at a depth which will give suitable protection against i=reezing. Caution would need to be used below any driveway sections to provide R&M ENGINEERING & GEOLOGICAL CONSULTANTS October 10, 1972 /V[r. John Lee Page 3 adequate cover and bedding as well as sul~t~icient insulation where greater tSrost penetration below a c/eared driveway can be expected. In addition to the above, provisions should be made to seal ot~t~ the upper portion ot~ the existing trench to t~urther minimize potential seepage within the backfilled trench section. This can be achieved by compacting relatively impervious mater{al, such as the silty gravel,l~or a three t~oot trench length just below the capped sewer line. The above comments have been addressed to the apparent need to insure proper t~unctioning ot~ the installed sanitary system. We have not attempted to evaluate the adequacy ot~ the sanitary system itself, since we have not been involved in the preparation or installation the system. Also, we have not considered t~oundation bearing conditions tSor the house structure as this has been considered to be beyond the scope ot~ the intended review. It is hoped the above information will be otc assistance to you in deter- mining what action may need to be taken in order to insure that the sanitary system meets Borough requirements. Should you have any questions with regard to the above, please do not hesitate to contact us. Very truly yours, JWR:wb R&M ENGINEERING & GEOLOGICAL CONSULTANTS Proposed Konrod ? / GENERAL SITE Anchorage Residence CONDITIONS Alaska Engineering E~ Geological Consultants ANOHO~A~IE PA'Rm~ANKS ALASKA JUNEAU / / 77 NUISANCE COMPLAINT FORM Phone ~0;~.''e'¢ ~D_.c__.=_E~_~Z~ ,.._Bo= No._ ..... ~_.~_~._~ Description of Com~laint' Name of Person Against Whnm Complaint is ~ade' ............................... Owner of Property Where Nuisance Exists'. ............. Owner's Address: Ir*hone No. Location of Complaint'_ .......... ._-.~.__~_.~____~.___-~._._~._~. ......................................... SLreet Address: Person Receiving Complaint: ............ _[~__C_~.._. ~__ ................. Date: I certify that such s~,atement of facts is true to the best of my be- lief and knowledge. [ rec!uest that the foreg(]inq matter be investi- qated and that apt)roprJa~e action theredfter be take!l. I am willing to testify to the 'Fac~s ',~,ai:ed in the fore!'!oin~ cumplaint in court if neces s~:~ r,y , i (~," mr~ 1 a i n a nj' / / RE?ORT OF ACTION TAKEN Investigator:~~.~..~-~' Date Investigated' DATE COMPLAINANT WAS CALLED REGARDING DISPOSITION OF COMPLAINT: Municipality of Anchorage Development Services Department Building Safety Division On-Site Water and Wastewater Program 4700 South Bragaw St. P.O. Box 196650 Anchorage, AK 99519-6650 www.muni.org/onsite (907) 343-7904 Parcel I.D. 015-131-08 GENERAL INFORMATION Complete legal description CERTIFICATE OF HEALTH.AUTHORITY APPROVAL FOR A SINGLE FAMILY DWELLING Expiration Date: _'?,,~/] ~/O~-- Kasilof Hills S/D, Lot 24A, Block 4 Location (site address or directions) 10741 Vosikov Place, Anchor~ige, AK 99507 Current Property owner(s) Todd & Bridget Tatalias Mailing address 10741 Vosikov; Anchorage, AK 99507 Day phone 344-1804 Lending agency - Mailing address Day phone Real Estate Agent Mailing Address John Levy, Dynamic Properties Day phone 261-7520 3111 C Street, Suite 100; Anchorage, AK 99503 Unless,. otherwise requested, HAA will be held by DSM for pickup. 2. NUMBER OF BEDROOMS: 4. = TYPE OF WATER SUPPLY: IndMdual Well Individual Water Storage Community Class ~ Public Water System Well [] [D -Iq TYPE OF WASTEWATER DISPOSAL: Individual On-site [] Individual Holding tank- [] Community On-site [] Public Sewer [] The Municipality of Anchorage DeveloPment Services Department (DSD) Issues Certificates of Health Authority Approval (HAA) based only upon the representations given in paragraph 4 by an independent professional civil engineer registered in the State of Alaska. Certificates of Health Authority Approval are required for the transfer of title (except between spouses) for properties served by a single-family on-site wastewater disposal and/or water supply system. DSD also issues HAAs upon request to homeowners. Certificates of Health Authority Approval are valid for 90 days from the date of issue for properties served by a private or Class C well and may be reissued with new watei' saml~le results. (Certificates may be reissued for a period of up to one year with valid water sample, s.) Certificates are valid for one year for properties served by Class A or B wells or a public water system. 'The Municipality of Anchorage is not responsible for errors or omissions in the professional engineer's work. Legal Description: A. WELL. DATA ' ~ Well tYl~, Pdvato Date Cdr pleted .sr',./0~ Total d~ )th 506 ft. Date of test ~ Static ~'ater level 12 Well production . 0.5 WATER SAMPLE RESULTS: . _ of: Cofifor colonies/100 mi. Arsenic:! N/^ mg./1. · - - Municipality of AnChorage 'Development Services Department ': Building Safety Division ~ . ~On-Site Water & Wastewater Program . . ;; z~700 South Bragaw St. P.O. Box'196650 AnchOrage,'AK 99~i9.6650' . , , . www.muni.org/onsite ~ . (907) 343-7904 HEALTH AUTHORITY. APPROVAL CHECKLIST Ka$flof Hills S/D, Lot 24A, Block 4 : Cased to 22, FROM WELL LOG 5/2/2001 Ifa, B, orl© provide PWSID # Sanitary seal (y/N) ¥E$. g.p;m.. :. ; : Nitrate. °.1oo :mg./I.' Date of SamP!e:,,, uo3 B. SEPTIC/HOLDING TANK DATA : , · Tank T.Ype/Material'Steel: ~.. ~ : . . :: . ~. "Tank size': .1250.~ ..gal; . '~.- Number of Compadments 2 : r-ound~tion cleanoUt(y/N) .Yes. ~epresSion Over tank (Y/N) No Date install&d 9/8/1990' , ~cleanout's (~Y/N) Yes High water ~larm (Y/N) No ' '-:,i t'-' .11/19/2003 Date oflSumPing '" Pumper uorfhland PUmping Service, Ir~:(~i i ! ! :,,i '· ~. " C. ABSORP, TION FIELD DATA : : ' ' ;': · Date inS{;~lled 9/8/1990.' · :Soil rating '(g.p.d./ft2 Or ft~/bdrm) 125 Sy~ter~ type Bed Length:;32 r ' ' ft.. ' ', Width 24' ' ft. Gravel belowpipe 0.5 ft. Total depth 25 ft Eft absorpt,on area 768 ft2 Mon,tor, n tube Yes I~e re No ' ,,it i'' ' :: ', ' , , ' ~: ' ' g ~ '~! ~ ~p ssion over field Date of,~d, equacytest,ll/17/2003 : ':":' ,R, esults (Pass/Fail) Pass '" ' :i::;!.'~ :: , For 4" bedrooms Flu,d depst,h in absorption field before test O ihl : . Water added "~ gal-: , i,, New depth 0- Elapsed Time: N/A min.' , Final fluid depth o, ~ in. Absorptionra~[e' >= 600 ' ,i~ ~ ' o g.p.d. Any rejuv~etnation treatment (past 12 mol)(Y/N & tyPe) None Known , =~!f, yes, give date ~: P~rcel ID: 015-131-08 Well ~Og (Y/N)'Yes· ' . .Wires properly protected (Y/N) Yes Casing heighti(above ground) 24 in. AT ~ INSPECTION , 11/29/2003 'i34 I'i ft. ~ . ,0.492 l; g.p.m. ' Other bact(Jda 0 colonies/100 mi. Collected by: Watkins Engineering, Inc. Municipality of Anchorage Mark Begich, Mayor Building Safety Dix~ision P.O. Box 196650 * 4700 Bmgaw Street Anchorage, Alaska 99519-6650 · (907) 343-8301, Fax (907) 3-~g-SE00 Itttp://www.muni.or~ 2/2.' 5/03 Cindy Ellis, PE Watkins Engineering P.O. Box 110443 Anchorage, AK 99511-0443 Subject: Waiver Request for KasilofHills Block 4 Lot 24A .,' Waiver Request #WR030116 Parcel ID #015-131-08 HA030631 Dear Ms. Ellis: Your request for a waiver of the required 100 feet separation distance from the absorption field to Surface Water has been approved. The approved separation distance is 92 feet. This waiver approval applies to the existing absorption field to surface water only. Any future upgrade to the on-site wastewater disposal system ~vill require all separation distances be met or another approval from this department. If there are any further concerns or questions regarding this waiver, please call our office at 343-7904. Sincerely, Daniel J. Roth Civil Engineer On-Site Water & Wastewater Program Municipality of Anchorage Development Services Department Building Safety Division On-Site Water and Wastewater Program 4700 Bragaw Street P.O. Box 196650 Anchorage, AK 99519-6650 wxvw.¢i.anchorage.ak.us (907) 343-7904 Waiver Review Worksheet i: WR#: 030116 PID#: 015-131-08 HA#: 030631 Permitg: Date Received: .12/18103 Legal Description: Kasilof Hills Block 4 Lot 24A Engineer: Cindy Ellis, PE Watkins EnqineerinR Applicant: Todd & Bridqet Tatalias Waiver Requested: 92 foot separation distance from the Absorption Field to the Surface Water Criteria: Geology A. Water Table Points: B. Soil Sorption C. Permeability D. Water Table Gradient E. Horizontal Separation Total: Waiver is Granted: /~ List Conditions or Reasons for above: Waiver is not Granted: Date: By: ' ~Name 6trkevi~wer : Date Paid: 1211812003 Rec#: 45531 Amount: $375.00 Watkins Engineering, Inc. P.O Box 110443, Anchorage, AK 99511 (907)349-1851 cwellis@gci.net December 11, 2003 Municipality of Anchorage Development Services Department Building Safety Division On-Site Water and Wastewater Program P.O. Box 196650 Anchorage, AK 99519-6650 RE: Kasilof Hills Block 4, Lot 24A Waiver Request for Septic Tank and Drainfield to Surface Water To Whom It May Concern: A waiver is requested for a horizontal separation distance of 90 ft from the septic tank and the absorption field on the subject lot to surface water. The surface water is a very small stream (approximately 1 ft wide) to the north of the subject lot. The topography of the area prevents flow of potential surfaced septic effluent to the surface water. The septic system was installed in 1990 and was reported to be greater than 100 ft from any surface water. The horizontal separation distance between the septic tank and the surface water was measured on December 4, 2003 with a total station. The distance was determined to be 93.8 ft. The distance between the absorption field and the surface water was measured at 92.6 ft. If septic effluent were to surface from either the septic tank or the absorption field, the natural path of the flow would not be toward the surface water. It would flow downhill to the west, toward the road and would be readily visible from the road. The attached site plan shows measured ground elevations and the predicted flow path of potential surfaced septic effluent. There is a fiat area where the septic system is located, with a steep hill down to the road on the west. (A waiver was requested in 1990 for separation distance to the cutbank). There is another flat area for the driveway. The surface water is on the north side of the driveway, flowing downhill from the east. At point 4 on the site plan, the water goes underground. An inspection of the area west of the surface water was done with only approximately 3 inches of snow cover, and no further surface water was observed. There was also no water running in the ditch along the road. Thank you for consideration of this waiver request. If you have any questions or need further information, please call me at 349-1851 or 360-3389 (cell). Sincerely yours, Cindy VW Ellis, P.E. President Direction of surface water runoff is depicted by arrows. Distance from surfac'~e ~ water (Pt.4) to absorption 85.04 field = 92.6 ft. //'""~'~'~'--.. Distance from surface ./"..Approximate water (Pt 4)to septic -/i contour tank = 93.8 ft. ./ Jines.--/ [ ~~"~,,/ 88.4.2... ~ ?'.. ' ' \ i ~ \systemi ' I House I %_ \ i ~ -A,.L .... __ ! I I i X I ~ ~ NO~: ~is is not ~ as-built su~ey.~ ~ X i ~ ] It is an engineering drawing used to ~ X i ~ ~ &Net surface water flow paRems. ~ X i ~] Elevations shorn are relative. / ~ / ~Well 24A / 5/ ' ....................... eeeee ®eeeeeee®e~,eeeeeeee®eeeee®ee ee®®e~®®®e .. .. Surface Water Surface water goes underground at Point I I I I I I I I I I I I I I I I I I I I I I WAIVER REQUEST PREPARED FOR TODD AND BRIDGET TATALIAS LOT 24A, BLOCK 4 KASILOF HILLS SUBDIVISION Prepared By: Watkins Engineering, Inc. Cindy W. Ellis, P.E. P.O. Box 110443 Anchorage, AK 99511-0443 Phone: (907) 349-1851; Fax: (907) 349-1934 :DATE: SCALE: DRAWN: CHECKED: 12/10/03 l" = 30' RCH CWE 7 KasilofHills Block 9 6 / / 22 I /// Wello Lot 22 x~,~,\ ~ / :11, Lot 23 I o / KasilofHills x o Block 4 ~ x We I, Lot~4 /' : Syst m / '~ I x I I 24A ' '1 I t Well ' ' 21 Easern%nt I J-- -- ~ ..... 10' Utili~__ _ _ ---X I x ~ / _/.___~t~ 20 Dminag9 Easeme \ 8 Ti -.._ .Merc~se Run '---4-'' WAIVER REQUEST PREPARED FOR TODD AND BRIDGET TATALIAS LOT 24A, BLOCK 4 KASILOF HILLS SUBDIVISION Prepared By: Watkins Engineering, Inc. Cindy W. Ellis, P.E. P.O. Box 110443 Anchorage, AK 99511-0443 Phone: (907) 349-1851; Fax: (907) 349-1934 DATE: SCALE: DRAWN: CHECKED: ~:\ Cindy W. Ellis/~*,~ 12'10/031": 100' ' '~'&,~,?.C. E- ,0,?~...~,~,.~J DYNAMIC PROPERTIES 907 261 76OO 12/03 '03 21:15 NO. 993 O2 ,9 c AL ~ 2og. i EASEMbi~ITS OF RECORD, OTHER THAN I'HOSE SHOWN ON THE RECORDED 3LAT ARE NOT SHOWN HEREON. ~'.,-,-rJ AS-BUILT NO CORNERS SE'I'THIS DATE I hereby certify Ihat I have performed a Mortgagee's inspection of the following described property: /.. 0 7~ ~-~ A ,~ . Anchorage Flucording Peeclnct, Al.~ska, and that the improvement~ ~,~ualed thereon are withi ~ the property lines ancl cio not overlap or encroach on the ;,roperty lying adjacent thereto. 1hat no improvements on proper.y lying adjacenl thereto encroach on th~. premises in question and that there are no roadways. Irar~smlssion lines or other vi.~ ible easements on said property exccpl ~s indicated hereon. Dated al Anchc,:,~ge, Alaska this ~ ~/h. ~ay of /~PII.!L. 20 ol FRED WA.ATKA & ASSOCIATES (g07) 248-1666 Engineers and Surveyors ..:, ,:. *.' :-; .... : ?:.: Development Se v ces Department. ,. ; ..... "~' ': - . , .... - , , On-SteWaterandWastewaterPro.qram ,, .......... ~ . .,: . ..'-.'. ,.,~.. · · · ,. , . ...... ... ~-- ..... , ,. '. ~,700 South Bragaw Street ..,. *, -..... ,, /,,. ~-,,..~ ,,,.,..,', .... ~,.:,~-,. · · · , , · P O Box 196650 Anchorage AK 99519-6650 ...... , ..... . ~. -. . . · _ .wwwc anchorage ak us. .... , ~ · .... , .... (907) 343-7904~ , .... , · . · : . ,. · - ,,~ ,, .. ,,~: ...... ~- .. . ~ ,*,~,. ~* .... ~- ~, . .~ ~'~ ,~ ;... . :* ~-..,: Parce' D 0'15'131-08 ' . · ~. . -.,~ .:" , ....,.:,, , ~-, HAA #-,. ,, , ..~C//::~ ,... ,~ ./:O;,,~,,~X' ~,.~ · ..: ,. ~. .... ~ . · ,, . . ,. _.... *, .., · .,., Exp~rat~onDate.· ,-~' _,~/ O] .. ,.. ,.' I_ocabon {s~te address or d~rect~ons): '107~'1 Vos~kof Plaee~Anchora.qe 'AK 995'18 · :., ~ ~'~, ~"~, · ' ' ' Curr~nt Property owner{s) ', Mark & Astrid ~reu~man.' -.". ~' ~ Day phone,'~$1.9799 ~, ' :~,,~ ' ' · Lehdin~ ~g~'hfiy~' '"~ ' , .'"-' ~ Day ph'one ..... '" ' - "m~"a'"ngaddres"' '" ' :-.,'.* _;' ' ~,';' '' *' areenMuir-: ~' ' ": ' '~ ...... "'" '' :' R al Estate_=ent ;* C - ' - Day phone ,727-2289 .' ,: -' .. ~ ',:.. ;,: '? , ' .' - Mailing Addr~s~ * ,311 Street, uite 100,99503 - * ...... "' **" ' HAlt will be held by DHHS for pick HAA picked up by: ' Un/essotherwise reqbested, up. ' . ';;:" ' :-~.. _ 2. NUMBER OF BEDROOMS:. 4 .' . .. TYPE OF WASTEWATER DISPOSAL:, ~. [] Individual On-site .... ~:}! '" :: ~'~. .3.' TYPE OF WATER SOPPLY: Individual Well Individual Water Storage' ':' '. - Community Class Well Public Water System [] Individual Holding tank-- .['TI . , ..;;~. ,. [] CommunityOn-site [--I. '._.' ., [] Public Sewer [] The Municipality of Anchor:age Department of Health and Human Services [DHHS) issues Certificates of Health Authority Approval (HAA) based enly upon the representations given in paragraph 5 by an indepehdent professional civil engineer registered in the State ef Alaska. Certificates of Health Authority Approval are requii;ed for the transfer of title (except between spouses) on properties served by a single family on-site wastewater disposal and/or water supply system. DHHS also issues HAAs upon request to home owners, certificates',of Health Authority Approval are valid for 90 days from the date of issue for properties served by a private or Class C. well and may be reissued with new water sample results less than 30 days old. Certificates are valid for one year for properties served by Class A or B wells or a public water system. The Municipality of Anch?rage is not responsible for errors or omissions in the professional engineer's work. STATEMENT OFINSPECTION BY ENGINEER,., , Address~P.O..Box 102954I' Anch,-'AK'99510 '..", .... ' ..: - · ." ' ' ~ · · ' .i Engineer's Pnnted Name Steven R. Pannone, P.E: ::'"' ". ' '.'~/'; D~e. :.r, ~6113120 1 Engineers Comments In ¢onduc ,ng, an adcquac7 cst,*l attcmptto pro,',& a ~horough ¢onsctcn ,o~s' ." ..":~'m.~a.. '.' .. -. .cn,~mccrm~anaysso£thcs'.'s cm naccordancc',utl MOADH tSGuJdemcs&Ec~mat~or~,Thc , 4..~ 0~', ~/~e~ rc~ortc~ rcsuits dcsmbc t~c I~rrormancc or t~ c s~.s~cm ..der t~ co,~or.s ~co~m~rcd nt t~ t,n~ ortl~ . . e+_..~ ..... ,,....;..-~.'.0~..,... .tcst, and scparabon dlst~ccs mcasurcd to rcad~ly ~dcnl~fiabl¢ £caturcs.' TI~ opcrat~ona, 1 hrc of all svclls and~, ~ · [ r . %~ ~.' ' ' ~hccYauaorof s~'stcm A sTscmscvcnua ',,fa andsa sfactop~,lcsircsuLsdono ~uar~ncc ' ~ .~'~:~ .... ~ · ..iurc ~..r.~nnancc o..lc S'~'stcm, nor .o .~.,' t, uaranlcc .mt ..crc arc nO .I..cn .c,.~ls or cncroac.m]cnls.~. ...................... :,... PEScan~crc£or¢n~tpr~vidcanywa~Tanty£~r£u~ur~pcrroromnccn~r§"vcan.¢cshma[c~rhow~on~th¢. ',~ {~_ ~ St~Fven, R. · ' ..... ' ' '. ¥.'O~-'..'."_ ',," ' '..' ' "-' .s)stcm~3~c~nmuc~mectt~c~r~cratmna~cqu~r~mcnL~cADEC~rM~ADHHS.T~cc~nt~t~r~ ,~,~'^., ,~l,.,,Pr' ~3149. · I.~'~'' ,' Approved for' /-~ /" i bedr60ms.- ..... : , ,: . . . .. · . , ' . .. · ..... . · · .; ... .., .' .:, ,' .' ,~ .. Disapprog~d: , ~.. Con'dition~i appr6vai for .- bedrooms, with the followin~ stipulations:. - - .'.As ed al affixed hereto and as of the validation date shown below/,I.~er~ at my mvesbgahon -r, . based 0n procodure~ outlined in the H~lth'Ai~itY¥~51Xo~;al Guid01irlos f6) this Health A~tlsority.,~:~p}'6~l .' apphcabon shows.that the.on~s~te water~suppl¥.endlor,westewetar.~d~sposal .system ~s'sa[e-funcbonal and · adequate for the number of bedrooms and type ~f ~tructure4nd~c~ted herem.,I, further verify.that based on the ~' : inform.~ti6,n o, btained ~0,m'!he M~nicip~lity of A~," ~.0i'ag',e fi!',es~d f[,~'n~y'im/e~tig'a!ion §fid .!n ,sp~ti0,~.~'t .he 0,n~ site water.~uppl?.ahd/or ~aste~ater. dismissal syst',c~ is in'c6mplian6e.w~th ~ll applicable M~inicipal and State " '.code~ ordih~fices arid restrictions ifi'6ffect at the time bf ir~sta'llatior[: :, ':,,.' .: :,.' ,;. ~: · :' :.? ' ' .';" ~ ,' '. ' .' Name of Firm Pannone En.q.'Svc.., : . .,..... ,' ,', 4.' .... - .... ':Phone ,.272-8218 :- - -.' Additional Comm'ents' Attachments: HAA Checklist Septic System Advisory Well Flow Advisory X Expiration Date: Maintenance Agreements Supplemental Engineer's Report Other Original Certificate Date: ' .~- ~ / - O / Reissue Date: Municipality of Anchorage Development ServiCes Department Building Safety Division On-Site Water and Wastewater Program 4700 South Bragaw Street P.O. Box 196650 Anchorage, AK 99519-6650 www. ci.anchorage.ak, us (907) 343-7904 HEALTH AUTHORITY APPROVAL CHECKLIST Legal Description: 1.24.J~B4 Kasilof Hille ~lp * Parcel I.D.: 015-131-08 A. WELL DATA Well type Private IfA, B, or C provide PWSlD # Well Log Y Date completed 5/2/2001 Sanitary seal _Y. Wires properly protected Y Total depth $06 ft Cased to :~2 ft Casing height (above ground) 24 in. FROM WELL LOG - ' AT INSPECTION Date of test ~12/2001 $12/2001 Static water level 12 ft 12 ft -,; Well production 0.I~ g.p.m 0,$ gp.m WATER SAMPLE RESULTS: Coliform ~colonies/100ml Nitrate oS(~mg/I Other bacteria ~colonies/100ml B. SEPTIC/HOLDING TANK DATA Tank Type/Matefiat STEEL Date installed 91811990 Tank size 1250 gal Number of Compartments 2 Cleanouts Y Foundation cleanout Y Depression over tank N High water alarm Date of pumping 2/211~001 Pumper NORTHLAND C. ABSORPTION FIELD DATA Date installed 918/1990 Soil rating (g.p.d./ft2. or ft2/bdrm) 125 System type BED Length 32 ff Width .~4 ff Gravel below pipe 0.,~ fl Total depth _4 ft Effective absorption area 768 ft2 Monitoring tube Y Depression over field L Date of adequacy test 2/1912001 Results (Pass/Fail) PASS For_4 bedrooms Fluid depth in absorption field before test 2 in Water added600 gal. Elapsed Time: 1..~5 rain Final fluid depth 2 in Any rejuvenation treatment (past 12 mo.) (YIN & type) UNKNOWN (l~ev. 11/99) New depth2 in. Absorption rate >= 600 g.p.d. If yes, give date D. LIFT STATION Date instl-Iled Size in gallons ' 'Pump on' level at __ in'Pump off' level at Datum Cycles tested E. SEPARATION DISTANCES SEPARATION DISTANCES FROM WELL ON LOT TO: Septic tankJlift station on lot 112 Absorption field on lot 104 Public sewer main NIA Sewer/septic service line 112 in Manhole/Access High water alarm level at __ in Meets alarm & circuit requirements?. On adjacent lots 100+ On adjacent lots 100+ Public sewer manhole/cleanout Holding tank 100+ SEPARATION DISTANCES FROM SEPTIC/HOLDING TANK ON LOT TO: Building foundation 30 Water main NIA Drainage 100+ Property line 15 Water service line. 25+ Wells on adjacent lots 100+ SEPARATION DISTANCE FROM ABSORPTION FIELD ON LOT TO: Property line 12 Water Service line 25+ Curtain drain. 100+ F. COMMENTS Building foundation $$ Surface water 100+ Wells on adjacent lots 100+ G. ENGINEER'S CERTIFICATION I certify that I have deterrnined through field inspecfions and review of Municipal records that the above systems are in conformance with MOA HAA guidelines in effect o~ this date, Engineer's Printed Name ~teven R. Pannone. P.E. Date $-13-01 N/A Absorption field 12 Surface water 100+ Water main NIA Driveway, parking/vehicle storage 20 MUNICIPALITY OF ANCHOP~.GE. MEMORANDUM WATER WELL ADVISORY HEA~LTH AUTHORITY APPROVAL NO. O/O~"~ During a recent Health Authority Approval dh-site inspect%on and test of the potable water supply well on. Lot Block ~ of ~'/4~/~ OF ~{~ Subdivision, the well's productivity was ~etermined to be O,~'gall~ns per minute. The minimum well productivity required by this Departm~ht '(D~C 15.55) for a ~ bedroom residence is ~ gallons per minute. Although the subject well C~rre~tly exceeds ~his minimum requirement, all parties concerned are advised that the production capacity of the well may fluctuate. Restriction of non-critical water uses such as washing 'cars and watering lawns and gardens may be required. This advisory must be attached to all copies ~f the subject Health Authority Approval.