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Home My WebLink AboutWYNTER PARK #1 BLK 2 LT 12Wynter Park Block 2 Lot ).2 #051-492-13 LEGAL DESCRIPTION Municipality of Anchorage Page I of_;t-. 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: .Sw. OIO I ~ 7 PID Number: Wastewater System: 1:3 New ~!~ Upgrade Upgrade New Pump Sel al: ABSORPTION FIELD )~'DeepTrench C] Sha,ow Trench O Bed [] Mound [] Other TANK Ftor~ Well Surface Water Lot Line Foundation Curtain Drain Remarks: SEPARATION DISTANCES C3 Septic Manufacturer: Materiel: 1-1 Holding [] S.T.E.P. Capacity in gallons: Number Of Compartmenls; LIFT STATION level at: "Pump off*' level It: BENCH MARK Inspections performed by: ~'. R. £. ~ Dates: 1st 7/PIo~ · 2nd 7hllo! · "="" ,~/,~ / Department of Health and Human .Serv,,~. approval Reviewed and approved by--ate./O -/'7 oO Permit No. Sw010187 Page 2 of 2 Municipality of Anchorage DEPARTMENT OF HEALTH AND HUMAN SERVICES ENVIRONMENTAL SERVICES DIVISION P.O. 8ox 196650 Anchoro§e, Alaska 99519-6650 Telephone: 345-4744 On-Site Wostewoter Disposal System and/or Well Inspection Report Legal Description: WYNTER PARK i~1, LOT 12, BLOCK 2 PID No.:. 051-;492-15 Gg4V~:L \ S~[P4~ P! c 8,., ps.gI o 7g.e' FO.O' I 135.3~ S 89'59°41° ~/ 7/20/01 MUNICIPALITY OF ANCHORAGE Development Services Department On-Site Water & Wastewater Program 4700 South Bragaw Street P.O. Box 196650, Anchorage, AK 99519-6550 (907) 343-7904 ON-SITE WASTEWATER DISPOSAL SYSTEM PERMIT Initial Date Issued: Jun 13, 2001 Expiration Date: Jun 13, 2002 Permit Number: SW010187 Legal Description: WYNTER PARK #1 BLK 2 LT 12 Design Engineer: 0024 Eagle River Engineering Services Owner Name: DIANE & REINHARDT RIGGELSEN Owner Address: PO BOX 670050 CHUGIAK , AK 99567-0050 Parcel ID: 051-492-13 Site Address: 024569 PARK DR Lot Size: 31014 SQ. FT. Total Bedrooms: 3 Permit Bedrooms: 3 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. Issued By: ~//~__7~ ~ Municipality of Anchorage Development Services Department Building Safety Division On-Site Water and Wastewater Program 4700 South Bragaw St. P.O. Box 196650 Anchorage, AK 99519-6650 www.ci.anchorage.ak.us (907) 343-7904 ON-SITE SEWER/WELL PERMIT APPLICATION FOR A SINGLE FAMILY DWELLING Parcel I.D. O ~"'1 '" ~ ~., "' ['~ Permit Number SWOIO/8 7 Property owner(~'~~~ (~'~ ,.~1'3 t'~ ~1~ ~0~,~,~¢ ne~'"~-'-,~ Legaldescription(Lot, Block&Sub'd.) ~.~L{I%"[--~ tr'~__.('~-- ,~,_,_~ Legal description (Section, Township & Range) Lot Size ,~! O ! ~ Acres/Sq. Ft. Number of Bedrooms THIS APPLICATION IS FOR: Sewer Only Sewer and Well Sewer Upgrade THIS PROPERTY CONTAINS: Hot Tub Swimming Pool Therapy Pool ~ Well Only [] [] Water Storage [] Jacuzzi Water Softening Unit I certify that the above information is correct. I further certify that this application is being made for a Single Family Dwelling a..pd is in accordance with applicable Municipal Codes. (Signature of property owne;' or aYu~-orized~agent) Permit Fees: ..~,.~ 43 . O ~ Waiver Fees: ~-~-~' bi Date of Payment: Date of Payment: Receipt Number: '5"~.~,..~ Receipt Number: (Rev, 12/00) Eagle River Engineering Services Louis Butera, P.E. P.O. Box 773294 (907) 694-5195 tel Eagle River, AK 99577-3294 (907) 694-3297 fax June 12, 2001 Jim Cross, P.E. Manager, On-Site Services Municipality of Anchorage P.O. Box 196650 Anchorage, AK 99519 Re: Lot 12, Block 2, Wynterpark #1 Parking area Dear Mr. Cross: The site plan we have submitted shows the upgrade leachfield over a driven surface. The site area is limited for leachfield upgrade so we have to use this area, which is actually a parking and turn around area. This letter is to confirm our intent that the area over the new leachfield will be blocked offso that there is no parking over this area. If you have any questions please call our office at 694-5195. Sincerely, Louis Butera, ,-, / Acknowledged by ' Diane Riggelsen )' -- ~200 I'01-012PARKING Eagle River Engineering Services Louis Butera, P.E. P.O. Box 773294 (907) 694-5195 tel Eagle River, AK 99577-3294 (907) 694-3297 fax June 4, 2001 Jim Cross, P.E. Manager, On-Site Services Municipality of Anchorage P.O. Box 196650 Anchorage, AK 99519 Re: Lot 12, Block 2, Wynterpark # 1 Narrative & Permit Application Dear Mr. Cross: The proposed well and septic system will have very limited impact on adjacent properties for the following reasons: The surrounding lots are served by public water supply, allowing sufficient room for septic sites. 2. Immediate neighboring septic systems are all +30' distance. 3. The soil permeability is good. 4. Drainage will not be affected and is not a major consideration in our design. This design xvas complicated by the fact that the south part of the lot is very steep. The remaining area is utilized for parking or the existing system. Upon excavation of TH 1, an old bury hole area was found to the North and East of the hole. There is a ~vaterline to avoid. This places the upgrade area into a situation where we have to be up to the lot line (Y) and adjacent to the driveway. We are requesting a waiver of lot line distance, and allowance to construct the leachfield end within 10' of driveway. For the lot line ~vaiver, this will not impact the neighbor as the area adjacent to the proposed field is undevelopable. The driveway concerns will be eliminated by adding insulation over the field and burying 5' deep. We are also requesting a I0' setback to change in slope to a small steeply sloping, vegetated bank to the north. It is not felt that this slope provides a significant threat to allow effluent daylighting. As the present system has failed and is in danger of surfacing we are requesting an expedited review. If you have any questions please call our office at 694-5195. Sincerely, Louis Butera, P.E. k2001\01-012NAR %. PAGE . ~. . ....'....... ~.~ ...t .~,......,. .): :..'.; ~:: ...:. .~ ~ GRAVEL ~RIVE ~ TEST HOLE · MONITOR TUS~ o - S~ER CL~ OUT ~ - WELL ~UENT PROPOSED L~CH FIELD m- EXISTING L~CH FIELD SEPTIC SITE PLAN DETAIL LEGAL: LOT 12, BLOCK 2 ~NTER PARK ~1 OWNER: RIGGELSEN ~" ~".~ CONTRACTOR: N/A P.O. ~o~ ~94 ~,~ '.......' EAGLE RIVER, AK. 99577 (907) 694-5~95 FAX: (907) 694-3297 ~ ~LLS, SEPTIC *~ ~ ~ ~35.3~ S 89'59'41' ~ NOTE: [xlstlng sepiic tank is upgraded, no inspeciion required. ~ - 1EST HOLE * - MONITOR TUBE Upper leach fleldover flow to lower, o S~[R CL~ OUT Abandon seepage pit by pumping and bock filling. + WELL No surface water +100' - ...... No known curtoin drains PROPOSED L~CH FIELD Insulate leach field with 4" burlol foam, if within 10' of drlvewoy. ~- EXIS~NO S E P T I C U P G R A D E LEGALt LOT 12~ BLOCK 2, ~NTER PARK ~1 ~o~ o~-o~2s/~l[: ~/4/0~ ~ SCLC[ 1" = 50' ~..~ ......... EAGLE RIVER ENGINEERING SERVICES A P.O. Boz 773294 · · EAGLE RIVER, AK. 99577 q , t (907) 694-5195 FAX: (907) 694-3297 Eagle River Engineering Services Louis Butera, P.E. P.O. Box 773294 (907) 694-5195 tel Eagle River, AK 99577-3294 (907) 694-3297 fax LEGAL: SPECIFICATIONS FOR ON-SITE SEPTIC SYSTEM Lot 12, Block 2, Wynterpark/ti June 4,2001 A. GENERAL 1. The well and septic plan are for a single family residence only. 2. The drawing and or site plan shall be a pan ofthis specification. 3. All materials and workmanship shall meet the Anchorage Department of ltealth and State Department of Environmental Conservation requirements. 4. All soil tests arc advisory to the design and are to be verified or modified in the field by the engineer. 5. All excavations and depths are advisory and are to be verified in the field by the contractor to meet Municipality of Anchorage, Department of Environmental Conservation requirements. 6. It is the responsibility of the owner to obtain all necessary permits or easements and to locate any adjacent multi-family wells. 7. The excavation is to be exactly in the area shown on the site plan, any deviation requires engineer approval. 8. It is always recommended that a surveyor locate the nearest lot line position and the location of any easements. 9. Any remaining open test hole excavations shall be filled. B. SEPTIC TANK I. Septic tank was upgraded in 1991 and should be adequate without inspection. C. TRENCH I. The trench is to follow the natural land contour to malntaln uniform total depth of the trench bottom. The upper trench is to be installed so that effluent will overflow to the lower, shorter, trench. 2. The bouom ofthe trench excavation prior to rock placement shall be level, plus or minus 1.5". 3. The total depth of the trench excavation is not to exceed 9' at any point. 4. The effluent line within the trench shall be laid level within 0.03'. 5. The trench gravel is to be covered with typar fabric material.' 6. Soil or combination ofsoil and extruded board insulation to a depth of 3' or equivalent is to be placed over the leachfield. 7. The area over the trench is to be finlsh graded to prevent ponding of surface water runoff. 8. The septic tank and leachfield must not be closer than 100' to any existing private well, 150' to any Class "C" well, or 200 feet to any community well. RECOMMENDED LEACIlFIELD DIMENSIONS: TOTAL DEPTil -- 9' GRAVEL DEPTH = 4' under pipe, 2" over pipe TRENCII LENGTH = 56' TRENCH WIDTII -- 5' SOIL RATING = 0.8 GPD/ft2 BEDROOM CAPACITY = 3 SEPTICTANK = Existing Twenty. four (24) hours notice required for all inspections. k2001\Ol-Ol2spc EAGLE RIVER ENGINEERING SERVICES P.O. Box 773294 Eagle River, Alaska 99577 (907) 694-5195 ERES Project No.: 01-012 Calculated By: LB Date: 6/4/01 Legal: Wynterpark #1 Lot 12 BIk 2 Single Family 3 Bedroom Dwelling TEST HOLE Shallow Trench Subsurface Wastewater Disposal Field Water use at 150 gallons per bedroom = 450 gallons Percolation rate = 14 minutes per inch Wastewater application rate = 0.8 gallons perday persquare foot Required absorption area = 563 square feet Trench width (W) = 5 feet Gravel depth (D) = 4 feet Required length = Shallow trench factor * Required absorption area / W Shallow trench factor = (W + 2) I (W + 1 +2 D) Shallow trench factor = 0.50 Total Excavation Depth = 9.0 feet Required length -- 56 feet 01.012cal 4:33 PM6/4/01 Municipality ol Anchorage DEPARTMENT OF HEALTH & HUMAN SERVICES 825 "L" Street. Anchorage. Alaska 99502..0650 SOILS LOG -- PERCOLATION TEST LEGAL DESCRIPTION: I 4l 5- 6 7 8 9 10 11 12 13 14 15 16 17" 18' 19' 20-- COMMENTS WAS CROU~O WATER ENCOUNTEREO? Township. RanGe. Section: TIS;V: I~v , 5~c. SLOPE SITE PLAN Reading Date Time T;ml Wat~ Oroo PERCOLATION RATE Immu:es,,ncnl PERC HOLE DIAMETER TEST RUN BETWEEN FT ANO FT /'/-,lc .4~,.,~~....~ ~,,~ '/'- ,,/-~ ,~..,:,. g=,-,~ o,*,. ,~o-"", ,,'.~-..- ACCORDANCE WiTH ALL STATE ANO MUN:CIPAL CuIOEL:NES iN EFFECT ON TH~S DATE CERTIFY THAT THIS TEST WAS PEflFCRMEO IN O,TE. Municipality o! Anchorage DEPARTMENT OF HEALTH & HUMAN SERVICES 825 "L" Street. Anchorage. Alaska 99502-0650 SOILS LOG -- PERCOLATION TEST FERFORMEO FOR: LEGAL DESCRIPTION: DATE PERFORMED: ~'/~. ~/~1 Township. Range. Sect,on: TI~'~: I~: Se&. SLOPE SITE PLAN 2 3 4 5 6 7 8 9. 10- GROUND WATER )UNTERED? I A \ 11 s IF YES. AT WHAT (~ DEPTH? p E Oilt 5'% '3o -DJ Gross Net Oegth to Net 14 - Reading Date T~me T;me Water 15 - See 16- 18- 7 " ~:~F,~o ~Y~" 19- ~ ,, ~.vo ~-:n 7~r' · ~" 20- PE~O~TION ~ATE TEST nUN BETWEEN ~ FT AND ~ FT PERFORMED BY. ~.P',.E. ~. I ~~ CERTIFY THAT THIS TEST WAS PERFORMED IN ACCORDANCE WITH ALL STATE AND MUNICIPAL GUIDELINES IN EFFECT ON THIS DATE, DATE. Mnnicipality of Anchorage Development Services Department auildin{ S~'eSy Divisiou On-Si~ Wate~ and Was~n~' Program 4?00 Br~aw Street P.O. Bog 196650 Ancho~o, AK 99519-66~0 www.¢i.anchor~.ak.us Waiver Review Worksheet ~ WR0t0085 PID~: ~1Sl.492-13 HA~: Date Received: 1~t08/01 Legal Descriptfo~: yVvnter Perk #1 Block 2 Lot 12 Eaale River Enalneeflna 8ervlcea Applicant: I~elnhart Rlaaelaen Waiver Requested: 3 Feet from Lot line to Absorotlon Field Cdteda: Geology A. Water Table B. 8~iI Somtlon C. Permeability D. Water Table Gradient E. Horizontal Separa~on Total: Pemfi~/: ~W010187 Point~: illllllllllllllllllllllllllllllllllllllllllll(1111111111111111111111111111 I IIIII Waiver is Granted: Waiver Is not Granted: List Conditions or Reasons for above: Date: , By: Name of Reviewer Rec#: 11203 Amount: $11s.oo Date Paid: 1~mt2OOl 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: .Sc,J ~1 o~ ~ PID Number: ~ame: Wastewater System: ~ New ~ Upgrade Phone: ~¢~-5~[¢ ~No. of Bed%ms: U Deep Trench B Shallow Trench QBed BMound ~Other Soil Raling: Total Depth from original grede: LEGAL DESCRIPTION ~.~/sq. Block: Subdivision: 3epth to pipe bottom from ofiDinsl grade: Gr~vel depth benesth pipe Section: Fill added above original grade: Gravel length: Township: ) ~ ~.{ Range: ~ b~ ~ ~ Ft. Ft. WELL: D New D Upgrade Graveldepth: Numberofllnes: Distance belween lines: Ft. Ft. Classification (Prlwte, A,B,C): Total Depth: Cased To: Total sbsorption area: Pi~e material: )tiller: Date Drilled: StaticW~ter Level: Installer: Date Inst~lled: Ft. r ~ield: Pump Set st: Casing He[ghl Above Ground: SEPARATION DISTANCES ~Septic ~ Holding ~ S.T.E.P. To ~ Septic Absorption Lift Holding ~ubl[c/Prlvs~6 Manufacturer: Capacily in gallons: :rO~ Tank Field SI.l~o. T.nk Sewer LI.es ~ ~tO~ %~ Number of Compartments: Water Lot , ,//& ~j~ ~1, Size In ,agons: Manufacturer: Fou.dat,o. /.' '.'' ./, .A .A "Pump on" level at: ~ "Pump off" level .,: [ High water alarm at; Drain BENCH MARK Location ~nd Description: Assumed Elevation: Inspections performed by: ~,~,~- Dates: 1st ¢ ~e~l Department of Hea~,~ an~ Human S~rvices approval ".':' ' 72-013 (1/91) MOA 25 PermltNo..~, ~/ z~/~.7 Page / of Municipality of Anchorage DEPARTMENT OF HEALTH AND HUMAN SERVICES ENVIRONMENTAL SERVICES DIVISION P.O. Box 196650 $ Anchorage, Alaska 99519-6650 · Telephone: 343-4744 On-Site Wastewater Disposal System and/or Well Inspection Report Legal Description: ,Z,~y~ /.~_ /~//¢ ~ /~.2 >' ?~'~/~ er' .~ PID No ' 135,32 89°59'4] SCALE~ 1' = 60' ELEVATIONS NOT TO SCALE FOUN]~AT[ON ~-Tz~ ~',) ~ AggUNED ELEV = 72~13 A (2/91) MOA 25 ENG \,\ ~ ~, . ,, ... '~,..' '\".~ b. -~-:~ \ ~,~?. ./~, ~ , ~..... ;",....,..'-:v:" ~ - ~. '-._ .~,,,.~.'~-..~ , :, ~.- ¢.~ , .\ .... ,.,...-: .... .,. ,~,t . ' ', .,.,: , '. ~..y'-.~.4z h.,J.a'~,~ '\ , · . ",'. '." " I / \, , .... ,.., ~.,~:,.~ I .... .: ..! ~.,.~'"',~.~. ;.'"'- .... .' , \ ~' , ,.., . .,.. · ...... [.-.~.~:....-,./ · ;I ...,... , .. / ~ ,~ , ~t ,.~ AS-BUlL ~ : :.'.~.. '. . . :,ac~m ~ :,~ ~. I ~V, 4.... ~ ~:-~.' ,~ ~- :- .'... ~.;;- []T *~ ~ ' q, ~, ~c~ ? ~ / lin~s un i ( o not overJ.~p or e,~u,~,, :.'::;~f-~eteu~'.et~,~;'~h ~ · fA~"* ....... ,' ~ ] v ~, ndiu~ent ~here[o, that.no lm?ove~ep~s , -~,~04.~ ,,r,u. ~,~ .~. ~' ~" ,,'' tank rep~acemnn onxy. IIOBgRT C Joll~uu. *~';. L~_: - ' ' . ~ALE 1 u os~ercd,Land. Surv~y~ No. ~8 - · ':'~"d'~'~'?'¢:?- "'"' "? ': ', '' -".Z' rff~ "'~Z'?'~: l ~.~{ff~'?~'d~j~'~' ' ~ ......... 7'~""' ' .. . . ,: . ' ' ', , " ' .: ', ,:" '.. SPECIFICATIONS FOR SEPTIC TANK REPLACEMENT LEGAL: Wynter Park #1, Lot 12 Block 2 A. GENERAL The drawings shall be a part of this specification. All materials and workmanship shall meet the requirements of Anchorage Department of Health and Environmental Protection Permit. B. THE SEPTIC TANK Septic tank construction shall be a +1,000 gallon steel 2 compartment tank approved by the Municipality of Anchorage. Septic tank is to be installed level on compacted base material. All connections are to be made with caulder couplings. The existing tank is to be pumped, removed and properly disposed of. Hole is to be backfilled with a base of pit run gravel. New tank to be provided with two cleanouts after tank as per current regulations. Tie into existing leachpit. MUNICIPALITY OF ANCHORAGE DEPARTMENT OF HEALTH AND HUMAN SERVICES P.O. BOX 196650, 825 "L" STREET, ROOM 502 ANCHORAGE, ALASKA 99519-6650 ON-SITE WASTEWATER DISPOSAL SYSTEM PERMIT NUMBER:SW910173 DESIGN ENGINEER:EAGLE RIVER ENGINEERING SERVICES OWNER NAME:KISER GORDON R JR & OWNER ADDRESS:SR 2 BOX 4634 ANCHORAGE, ALASKA 99567 PAGE 1 OF 1 L:, / //m (UPGRADE) PERMIT ~/~ DATE ISSUED: 6/27/91~ EXPIRATION DATE: 6/27/92 PARCEL ID:05149213 LEGAL DESCRIPTION: WYNTER PARK #1 BLK 2 LT 12 LOT SIZE: 31014 (SQ. FT.) NUMBER OF BEDROOMS: 3 THIS PERMIT: 3 THIS PERMIT IS FOR THE CONTRUCTION OF: SEPTIC 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 (iSAACS0). 3. THE FOLLOWING SPECIAL PROVISIONS. SPECIAL PROVISIONS: RECEIVED BY: ISSUED BY:- DATE: RE" ER ANCHORAGE AREA BOP"UGH Department of Environmental Quality 3330 C Street Anchorage, Alaska 99503 INSPECTION REPORT ON-SITE SEWAGE DISPOSAL SYSTEM NAME ~OJO qDU&~¢~::. MAILING ADDRESS PHONE LOC AT, O N ¢':i)~1/2 <~ C ~¢_~-'~'~' SEPTIC TANK: DISTANCE FROM WELL INSIDE LENGTH NUMBER OF MANUFACTURER_~T/~(-[( ~-r~-L. MATERIAL ~1~-~-/~ ~- - COMPARTMENTS INSIDE WIDTH LIQUID DEPTH LIQUID CAPACITY //4~)~t~) GALLONS. SEEPAGE PIT: NUMBER OF' PITS I LINING MATERIAL ~.~¢i BUILDING FOUNDATION DIAMETER ~B OR WIDTH ~'~'1, LENGTH /~,/ DEPTH ~1 CRIB SIZE: DIAMETER ~t · DEPTH ~ DISTANCE FROM: WELL , NEAREST LOT LINE ~-I TOTAL EFFECTIVE ABSORPTION AREA (WALL AREA) ~-~ ADDITIONAL ABSORPTION SQ. FT. WELL: TYPE BUILDING FOUNDATION .CONSTRUCTION NEAREST LOT LINE CESSPOOL _. OTHER SOURCES APPROVED DISAPPROVED _ DEPTH DISTANCE FROM: NEAREST SEPTIC SEEPAGE SEWER LINE TANK , SYSTEM REMARKS DISTANCES: INSTALLED BY: PIPE MATERIAL;. LOT SLOPE: REMARKS: Form NO. LQ-U31 DATE DIAGRAM OF SYSTEM GREATER ANCHORAGE AREA BOROUGH DEPARTMENT OF ENVIRONMENTAL QUALITY SEWAGE DISPOSAL SYSTEM -- APPLICATION AND PERMIT PERMIT NO. NAME OF APPLICANT INSTALLATION LOCATION ~* ~2~ LEGAL DESCRIPTION L~ $ I~- INSTALLATION OF: SEPTIC TANK TYPe AND SiZE OF FACILITY TO BE SERVED FINANCED ThrOUGH SOIL TEST RESULTS MAILING ADDRESS PHONE SEEPAge PIT V , DRAIN FIELD _, OTHER NOTE~ THIS PERMIT iS NOT VALID WITHOUT SOIL TEST COMPLETION DATE ANTICIPATED FINAL INSPECTION: 24 HOUR NOTICE REQUIRED· BADKFILLING OF ANY SYSTEM WITHOUT FINAL INSPECTION BY THE DEPARTMENT OF ENVIRONMENTAL QUALITY AUTHORITY WILL BE SUBJECT TO PROSECUTION. SEPTIC TANK SIZE TYPE SEEPAGE AREA SIZE /~X~X_ b TYPE DIAGRAM OF' ~YSTEM MINIMUM DISTANCES, REQUIREMENTS f SEPTIC TANK TO SEEPAGE PIT WAll ., DRAIN FIELD WELL TO SEPTIC TANK DRAIN FIELD WATER MAIN TO SEPTIC TANK SEEPAGE Pit -- ALSO CONSIDER AREA WELLS. · SEEPAGE PIT GRAVEL BACKFILL CONFORM TO BOROUG EGULATJONS REGARDING INSTALLATION. LICENSEDODREs,GNER CERTIFY THAT I AM FAMILIAR WITH THE REQUIREMENTS OF GREATER ANCHORAGE AREA BOROUGH ORDINANCE NO. 28.68 AND THAT THE ABOVE DESCr'~/~ SYSTEM;S ] 7COORDANCE WITH SAI D CODE' x ~ ~ ( ' :;' INSPECTION APPOINTMENTS TIME TIME TIME DATE DATE DATE INSPECTOR INSPECTOR INSPECTOR MUNICIPALITY OF ANCHORAOE MUNICIPALITY OF ANCHORAGE DEPT. OF HEALTH & DEPARTMENT OF HEALTH & ENVIRONMENTAL PROTECT~F~/IRONMENTAL PROTECTION 825 L Street - Anchorage, Alaska 99501 ( ENVIRONMENTAL SANITATION DIVISION 00T 1 4 1980 T.,..,o.e 2,,-,72o RECEIVED REOUEST FOR APPROVAL OF INDIVIDUAL WATER AND SEWER FAOII. ITIE$ DIRECTIONS: Complete all parts on page 1. Incomplete requests wJJl not be processed, Please allow ton (10) days for processing. 1. PROPERTY OWNE PHONE MAILING ~DDRESS PROPERTY RESI DENT Jif different f~om a~o~e) PHONE 2, BUYER PHONE MAI El N~G ADDR ESS 3. LENDING INSTITUTION I PHONE MAILING ADDRESS ' 4. REALTOR/AGENT / ,' PHONE MAILING ~,,D D R E~.~ · 5, LEGAL DESCRIPTION STREET/LOCATION 6. TYPE OF RESIDENCE ~ SINGLE FAMILY [] MULTIPLE FAMILY 7. WATER SUPPLY [] INDIVIDUAL* COMMUNITY PUBLIC UTILITY NUMBER OF~BEDROOMS [] One [] Four [] Other__ [] Two [] Five . J:~.'" - Three [] Six * ATTACH WELL LOG. A well Icg is required for all wells drilled since June 1975. For wells drilled prior to that date, give well depth (attach Icg if available.) 8. SEWAGE DISPOSAL SYSTEM ~ INDIVI DUAL/ON'SITE~' [] PUBLIC UTILITY YEAR ON-SITE SYSTEM WAS INSTALLED. NOTE: THE INSPECTION FEE MUST ACCOMPANY EACH REQUEST BEFORE PROCESSING CAN BE INITIATED. 72-010 (Rev, 6/79) THIS SIDE FOR OFFICIAL USE ONLY 1. TYPE OF RESIDENCE [] SINGLE FAMILY [] MULTIPLE FAMILY 2, WATER SUPPLY [] INDIVIDUAL [] COMMUNITY [] PUBLIC UTILITY Connection Verified 3, SEWAGE DISPOSAL SYSTEM []INDIVIDUAL/ON -SITE []PUBLIC UTI LITY Connection Verified []Septic Tank or [] Holdin9 Tank Size: If Tank is homemade ire dimensions: NUMBEROFBEDROOMS [] ONE [] THREE [] FIVE [] TWO [] FOUR [] SIX PERMIT NUMBER DEPTH OF WELL DATE DRILLED LOG RECEIVED PERMIT NUMBER DATEINSTALLED iNSTALLER SOILS RATING TYPEOFTANK MANUFACTURER TOTALABSORPTION AREA MATERIAL Septic/Holding Tank Absorption Area Sewer Line 4. DISTANCES WELL TO: [] OTHER Nearest Lot Line Absorption Area to nearest Lot Line 5. COMMENTS DATE [~'"'~APPROVED FOR ,~ BEDROOMS [] CONDITIONAL APPROVAL Oetter must accompany certificate) [] DISAPPROVED 72-010 (Rev, 6/79) MUNICIPALITY OF ANCHORAGE DEW. OF HEALTH & DEPARTMENT OF HEALTH & ENVIRONMENTAL PROTE~NMENTAL PROTE~ION 925 L Street - Anchorage, Alaska 99501 ,, V=RO U.mAL D WS=O SEP 5 1978 REQUEST FOR APPROVAL OF INDIVIDUAL WATER AND SEWER FACILITIES DIRECTIONS: Complete all parts on gage 1. Incomplete requests will not be processed. Please allow ten (10) da,/s for processing. 1. PROPERTY OWNER MAILING ADDRESS PROPERTY RESIDENT I f different from abovel BUYER UHONE PHONE MAILING ADDRESS 3, LENDING INSTITUTION,~./~_~z~ ,~"~',~'~'- 1~,~ I PRONE MA~ LING ADDRESS 4. REALTOR/AGENT PHONE MAILING ADDRESS LEGAL D ESCRII~'iON STREET LOCATION 6. TYPE OF RESIDENCE NUMBER OF BEDROOMS [] One [] Four ~ SINGLE FAMILY E~]~//Two [] Five [] MULTIPLE FAMILY ~ Three [] Six [] Other 7, WATER SUPPLY [~] NDIVIDUAL* ~ .,~[~B COMMUNITY [] PUBLIC UTI LtTY - ATTACH WELL LOG, A well Icg is required for all wells drilled since June 1975. For wells drilled prior to that date, give wel :leith )attach cc. if available.) S. SEWAGE DISPOSAL SYSTEM NDIV)DUAL/ON-SI'r ~*~ [] PUBLIC UTI LITY **If individual/on-site, give nstallation date~ ~ ~] t / / l If system S over ZWO [2) veers olrd an adequacy test is required bv this Departmenz. ~IOTE: THE INSPECTION FEE MUST ACCOMPANY EACH REQUEST BEFORE PROCESSING CAN BE INITIATED. 72q310(3/78) THIS SIDE FOR OFFICIAL USE ONLY DATE RECEIVED INSPECTION APPOINTMENTS TIME TIME TIME DATE DATE DATE INSPECTOR INSPECTOR INSPECTOR DIRECTIONS: 1. TYPE OF RESIDENCE NUMBER OF BEDROOMS [] SINGLE FAMILY [] ONE [] THREE [] FIVE [] OTHER [] MULTIPLE FAMILY [] TWO [] FOUR [] SIX PERMIT NUMBER 2. WATER SUPPLY [] INDIVIDUAL DEPTH OF WELL [] COMMUNITY DATE DRILLED [] PUBLIC UTI LITY Connection Verified LOG RECEIVED ,3. SEWAGE DISPOSAL SYSTEM PERMIT NUMBER [] INDIVIDUAL/ON -SITE DATE INSTALLED []PUBLIC UTILITY .~-~,-) ~/' Connection Verified INSTALLER Size: ( o ~ If Tank is homemade SOILS RATING give dimensions: TYPE OF TANK MANUFACTURER TOTAL ABSORPTION AREA MATERIAL 4. DISTANCES Septic/Holding Tank on Area Nearest Lot Line WELL TO: Absorption Area to nearest Lot Line 5. COMMENTS [] APPROVED FOR ~ BEDROOMS [~] CONDITIONAL APPROVAL (letter must accompany certificate) ~ DISAPPROVED DATE BY (Title) LEGAL DESCRIPTION 72-010 (Rev. 3/78) DAVID A. SLENKAMP ROBERT A, SHAFER MECHANICAL ENGINEER 694-9055 October 13, 1980 CIVIL ENGINEER 694-2979 Area Reslty ATTENTION: Jeyce Porte P.O. Bo× 249 Eagle River~ Alsske 99577 Desr Ms. Porte~ Reference: Merrill Lynch Property; Lot 12; Block 2; Wynter Perk : S~bdivision No. 1 At your request a sewer system sdequaay test was performed on the system locsted on the referenced property. Tho septic tank was pumped snd verified to have ~ s~pacity of 1000 gollons. The seepage pit was ohsrged with appro×i~tely 800 gsllons of w~ter and st the end of a 24 hour period all the wster which had bean added to the system had percolated into the surrounding soils. It can be concluded from this test that the sewage system is currently functioning adequately to serve the three bedroom trailer located on the refarenced property. If we may be of further assistance~ please do not hesitate to call. Sinc~ly, //] V S/sa cc: Municipality of Anchorage Department of Health and Enviornmental Protection Alaska Eanl~ of the North SRB 196X EAGLE RIVER,ALASKA