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Home My WebLink AboutHERITAGE HEIGHTS LT 22Her. il'age Hight Lot 22 EXPIRED PERMIT #015-361-38 MUNICIPAUTY OF ANCHORAGE Deparfment of Health and Human Services On-Site Services Program 825 L Street, Room 502 P.O. Box 196650, Anchorage, AK 99519-6650 (907) 343-4744 ON-SITE WASTEWATER DISPOSAL SYSTEM PERMIT Upgrade Date Issued: Jan 05, 2000 Expiration Date: Jan 04. 2001 Permit Number: SW00000t Legal Description: HERITAGE HEIGHTS LT 22 Design Engineer:. 0041 AK Water & Wastewater Consulta Owner Name: Leann Beaty Owner Address: 5971 Yukon Drive Anchorage. AK 99516-6442 Parcel ID: 015-361-38 Site Address: 005971 YUKON RD Lot Size: 19212 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 Ail construction must be in accordance with: 1. The attached approved design. 2. All requirements specified in Anchorage Municipal Code Chapters 15.55 and 15.65 and the State of Alaska Wastewater Disposal Regulations ( 18AAC72 ) and Drinking Water Regulations ( 18AAC80 ). 3. The engineer must notify DHHS at least 2 hours prior to each inspection. Provide notification by calling (907) 343-4744 ( 24 hours ). ( Not required for a Water Supply Permit only ). 4. From October 15 to April 15, a subsurface soil absorption system under construction during freezing weather must be either. A. Open and closed on the same day. B. Covered, sealed, and heated to prevent freezing. Date: ALASKA WATER & WASTEWATER CONSULTANTS, INC, ~ ~ December 21, 1999 Municipality of Anchorage Department ofHealth & Human Services Division of Environmental Services On-Site Services Section P.O. Box 196650 Anchorage, Alaska 99519-6650 Reft Septic System Upgrade Design for Heritage Heights Subdivision, Lot 22 To whom it may concern: The existing 4 bedroom house is served by a private septic system and public water. The existing septic system is in a state of failure and must be upgraded. One test hole was performed on the property. Comments regarding the proposed design are summarized as follows: 1. SOILS: Attached is the soils log which shows soils classification, groundwater monitoring, and percolation test data. No groundwater was encountered in the test hole. The soils below the organics is a SW to a GW/SW material with some silt to a depth of 15 feet (bottom of test hole). A percolation test was performed at a depth of 7.5 to 8.0 feet and found the rate to be <1 minutte/inch. It is our opinion that the insitu soils will act as a sand filter. 2. TRENCH DESIGN: a. Percolation Rate: <I minutes/inch b. Allowable Application Rate: 1.2 gallons/day/ft2 e. Number of Bedrooms: 4 d. Design Flow: 600 gallons per day e. Minimum Absorption Area: 500 fi2 f. Maximum total depth: 8.5 feet g. Effective Depth: 6 feet h. Reduction Factor -- N/A i. Width: 2.5 feet j. Length: 50 feet k. Effective absorption area = 600 ft2 6901 Debarr ~ead. Suite 2B ~ Ancfiorage. AK- 99504 - (907~ 337.6179 ~ Fax (907~ 338.3246 3. SURFACE WATERS: There are no surface waters within 100 feet of the proposed upgrade. 4. TOPOGRAPHY: As can be seen on the attached topography site plan, the area where the proposed trench is to go slopes from east/southeast to west/northwest ranging from a 5 to 15 percent slope. The trench is to be installed parallel to the slope contours. I am una~vare of any adverse impacts this installation would have on adjacent wells or septic systems. If you have any questions, please contact me at 337-6179. Thank you for your assistance. Sincerely/!// ~ Note: Attached is a site plan, a design drawing, one soil log, a topography site plan, and a 4 page Construction Specification letter for the septic systern, which are all part of this design package. 6901 '..r)ebarr 'Road. Suite 2B - Anchorage. AK- 99504 ~ (907) 337.6179 - Fax (907}338.3246 HERITAGE HEIGHTS HF~ITAG[ HEIGI~ HEI~ITAG£ HEICHTS z CHI~ WAY [ ~ __ __ r ~c f t / I ~ I r__ _ m t ~ ~ or WA~ UN~ ~KON ROAD BEDR~M HO~E H~ff~ HDC~ L~ 6 L~ 2 H~ffACE J L ...... L ...... --- 1 N II II CR~O00 S/D CR~D S/D CR~D II II I I ~AS~ WASA ~ WAS~WA~R CONS~T~S, ~C. ~, .~ .[~o.~s su~ws~o~; to~ 22 ~[ ..... r~t'~'. ........... ~46-341~ LEANN B~ (907) J.w.u. ~ = ~oo' I I / ~ ~XI~'nNG OR~NF'iELO / /FOR I ~1~ I I OF WA~ UNE ~ I P~ TO ~[ S~PE CO.OURS. ~ -- . NOTE: THE CO~OR S~ ~ ~E SO~H ~D WE~ PROPER~ UNE ~COED BY A REOI~RED ~D YUKON ROAD ~ .ox SU~OR PRIOR TO CON~UC~O.. ~AS~ WATER ~ WAS~WA~R CONS~T~S, PHON~ (907) ~7-6179/F~: (907} ~0-~246 HERITAGE HEIGHTS SUBDIVISION; LOT 22 D~S~ON OF S~PTIC SYST~ UPORA~ "' :~':'"~ mc. PHONE (907) 3=-6179 * FAX (907) 338-,]246 ISOIL LOG PERCOLATION TESTI LEGAL DESCRIPTION: HERITAGE HE1GHTS SUBDIVISION; LOT 22 PERFORMED FOR: LEANN BEATrf ..... DATE PERFORMED: 12/17/99 I TEST HOLE #1 I ORC. ANICS · · SW TO SOIL CLASSIFICATIONS GP HL GM CL GC OL SW HH SP CH SM OH SC DEPTH TO DATE GROUNDWATER DRY 12/17/99 o~, ,~ SITE ~ I' = I00' J HERITAGE HE~OM'~ L YUKON ROAD DATE 12/17/99 READING CLOCK TIME NET TIME (MINUTES WATER LEVEL READING NET DROP (INCHES) PERCOLATION RATE <1 (MIN./INCH) TEST RUN BETWEEN 7.5 FT.. AND/ 8., FT. t /111 1 ?. PERFORMED BY ALASKA WATER &: WASTEWATER ,. THIS WAS PERFORME~) IN/ACCORDANCE WITH ALL STATE/N~ ~yJNICIF~ Ctd'IDELINES DATE. DATE: 6 ,(INCHES) , CERTIFY THAT IN EFFECT ON THIS orge P. Iluerch. Iayor D,p,,t,~¢nt ~ ~ ~ Public Works Building S,'ffety Dsrlslon P.O. Box 10C'C~50 · 4?00 S. Bragaw Street 3Jmhomgc, Alaska .er3519-6C~0 · (007) 821.8-8301 h t t p:/pxwxv.cLanchoragc.ak.us December 19, 2000 Jeff Gamess, PE Alaska Water & Wastewater Consultants, Inc. 6901 De Ban'Road, Suite 2B Anchorage, Alaska 99504 Subject: Waiver Request for Lot 22 Heritage heights Subd. Waiver Request # WR000002, Permit # SW000001 PID #015-361-38 Dear Mr. Gamess: Your request for waiver ofthe required 10 feet horizontal separation from a property line to a wastewater absorption field has been approved. The approved separation distance is 1 foot from the end of the absorption field to the south property line fronting Yukon Road. This waiver approval applies to the existing on-site wastewater disposal system to property line separation only. Any future upgrade to the on-site wastewater disposal system will required all separation distances be met or another approval from this department. If them are any further concerns or questions regarding this waiver, please call our office at 343- 7904. Sincerely, Civil Engineer On-Site Water & Wastewater Section WR#: WR000002 PID~: 015-361.38 Date Received: Febuer~ 10~ 2000 Legal Description: Heritage Heights, Lot 22 MUNICIPALITY OF ANCHORAGE Department of Health & Human Services On*Site Services Waiver Review Worksheet HA~: Engineer:, Alaska Water & Westewater Consu~tsntsr Inc. 6901 DeBar~ Road~ Suite 2-B; Anchorage~ AK 99504 Applicant: Leann Beatty Waiver Requested: 1 foot lot-line waiver Permit: SW000001 Cdteda: 1. Geology Points: A. Water Table B. Soil Sorption C. Permeability D. Water Table Gradient E. Horizonlal Separation 2. Special Conditions: 3. Other. Total: Waiver is Granted: , ,~ Waiver is not Granted: List Conditions or Reasons for above: ~£ ~ g 4~[y//U EEI~ ~ ,~7'~ ~'HE IP / E 7'rE~ Date: /2-- Rec~: 05595 Amount: $115.00. By: p~A~ Name of Reviewer Date Paid: 2J10100 ALASI WATER & WASTEwATER CONSULTANTS, INC. December 6, 2000 Municipality of Anchorage Department ofHealth & Human Services Division of Environmental Services On-Site Services Section P.O. Box 196650 Anchorage, Alaska 99519-6650 Subject: Lot Line Waiver Request for Lot 22, lleritage lleights Subdivision Towhomit mayconcem: ,~.2~(30~ '~(Q 6"~5~ ~q'~,q'(2? S o-e) We would like to request that your department issue a property line waiver on the subject property for separation between the proposed drainfield and the west property line at one (I) foot. There are no wells, septics, or water lines that have been encroached upon. We do not anticipate any adverse effects by this waiver. If you have any.q~tions, please contact me at 337-6179 Pres~ttelt ~ 6901 Debarr Road, Suite 2B * Anchorage, AK 99504 Ph: (907) 337-6179 * Fax: (907) 338-3246 * Website: akxvxvc.com 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: 9! oc~ 0'"~ PID Number: ~) / ~-~-~ ~'/ ~'~ Name~:;~O,C'j'~f'- ~ ~E ~ ~/ Wastewater System: D New ~ Upgrade Address: ~71 Y.~o~ R~ ~ch ~ ABSORPTiON FIELD Phone: ~Y~' ~ ~ No. of Bedrooms: ~ ~ Deep Trench ~ Sha~lowTrench D Bed D Mound ~ Other LEGAL DESCRIPTION so, Rating: ~ Total Depth from original grade: GPD/Sq. Ft. Lot: Block: Subdivision: 3epth to pipe bottom from original grade: Gravel depth beneath pipe ~ Z ~1~ ~ Ft. Ft. Township: ~ Range: Se~ion:~ ~ Fill added above original grade: Gravel length: WELL: N, ~. D New D Upgrade arave~depth: Numberoflines: Distance ~een lines: Ft. Ft. Classification (Private, A,B,C): Total Depth: Cased To: ~Total absorption area: Pipe material: Ft. Ft. SQ. Ft. Driller: DateDri~led: StaticWaterLeve]: Installer: ~ T~ Date installed: Yield: GPM ~ Pump Set at: Ft. Casing Height Above Ground:Ft. TANK I SEPARATION DISTANCES s septic ~ Holding ~ S.T.E.P. TO Septic Absorption Lift Holding )ubllc/Prlvate Manufacturer: Cspaclty in gallons: From Tank Field Station Tank Sewer Lines ~ C~O~ ~ Material: Number of Compartments: Sudace w.ter ~ ~0 LIFT STATION Lot ~ Size in gallons: Manufacturer: un~ Foundation,. "Pump °"" level at: I "Pump °ff" level at: I High water alarm at: CudalnDrain N,~. Pump Make & Model El~trical inspections pedormed by: Remarks: BENCH MARK Location and Description; Assumed ~lovation: ~N~IN~WS Inspections performed by: Fluff ~ Cuc Dates: 1st Y/~/~/ ~ ..... , ...~ ......... '.. Department of Health and Human Services approval ,~/~.... .... a,e: 72-013 (1/91) MOA 25 Permit No. ~ / Oo 6'q Page P-- ' 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 H-c..r',~'¢ ~[3' PID NO.: 1 I I ! ! & q/2 9 ENGINEER'S SEAL ~'x.~.,' A ~,~,.'., CE- 3589 A-~ -- 72-013 A (2/91) MOA 25 MUNICIPALITY OF ANCHORAGE DEPARTMENT OF HEALTH AND HUMAN SERVICES P.O. BOX 196650, 825 "L" STREET, ROOM 502 ANCHORAGE, ALASKA 99519-6650 PAGE 1 OF 1 ON-SITE WASTEWATER DISPOSAL SYSTEM (UPGRADE) PERMIT PERMIT NUMBER:SW910069 DATE ISSUED: 4/25/91 DESIGN ENGINEER:FLATTOP TECHNICAL SERVICES EXPIRATION DATE: 4/25/92 OWNER NAME:BEATY ROGER J & OWNER ADDRESS:5971 YUKON RD ANCHORAGE, ALASKA 99516 PARCEL ID:01536138 LEGAL DESCRIPTION: HERITAGE HEIGHTS LT 22 LOT SIZE: 19212 (SQ. FT.) NUMBER OF BEDROOMS: 4 THIS PERMIT: 4 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 (18AAC80). 3. THE FOLLOWING SPECIAL PROVISIONS. SPECIAL PROVISIONS: DATE: I I 5'UTI£1TY £ASEMENT F~ ~J c~ . 745.'00' I"t,~. I0' CONST. ~ MAINT. N89 o 57'20 "W, 145.~o'_ UTILITY/ EASEMENT LOT 22 62.8 ' 48.6' L OT21 BUlL T SUn V£ Y I, Lawrence O. Hathis, a Registered Professional Engineer, do hereby certify that on July 25, 1973 I made an 'As Built Survey of the Improvements located on Lot 22, Heritage . Ileights Subdivision, Anchorage Recording Precinct,Alaska and that the improvements do not encroach on adjacent properties nor do the improvements located on adjacent properties encroach on the above described property. Other than indicated hereon, there are no roadways transmission lines, or' other visible easen~nts located on this property. " Dated at Anchorage, Alaska this 27th day of July 1973. Pan.An~rican Consulting Engineers l, Lawrence O. Hathis, do hereby certify tidal on January 3, 1978"I revisited the above site and except for the fence shown above, there are no other changes. L. O. Hathis, 3459-S j~?flhro~J~m~ :(~r ',,.~ MUNICIPALITY OF ANCHORAGE ~. ,.' , DEPARTMENT OF HEALTH & ENVIRONMENTAL PROTECTION ENVIRONMENTAL ENGINEERING DIVISION 825 L Street- Anchorage, Alaska 99501 Telephone 264-4720 ON-SITE SEWAGE DISPOSAL SYSTEM AND/OR WELL INSPECTION REPORT PHONE [] NEW NAME /V~)/~ ~ {~/%/ Co~t/~ ~ ~ UPGRADE MAILING ADDRESS LEGAL DESCRIPTION NO. OF BEDROOMS / JWe~/~ Absorption area ~--v DweUJng 1. PERMIT NO. DISTANCE TO: / 9 Pz ~ ~ Manufacturer No. of compartments ~ ~ Liq. capacity in gallons Inside length Width Liquid depth / ~ ~C) IF HOMEMADE: ~ ~ DISTANCE TO: Well/V//~ ¢ ~¢ Dwelling PERMITNO. O ~ ~ Manufacturer Material Liquid capacity in gallons [~1 DISTANCE TO: Well- t--~/*~ Foundation~TI~ Nearest lot line ~ g~ PE~MITNO.~i ~.~[~ NO. of lines / Length of each linc, ;_ Total length o,~_ dli~s ~ Trench w73 inches Distance betwe~, ~";~ Top of tile to finish grade W/+ Material beneath tile ~'~ inches ~8¢ ~ Total effective gbsorptio~area Length Width Depth PERMIT NO. ~ ~ Type of crib Crib diameter Crib depth Total effective absorption area ~ Well Building foundation Nearest lot line ~ DISTANCE TO: ~ C~s Depth Driller Distance to lot line PERMIT NO, ~ DISTANCE TO: Building foundation Sewer line Septic tank Absorption area(s) OTHER PIPE MATERIALS SOIL TEST RATING I~O ~. INSTALLER ~ ~~ ~ REMARKS ~ ~ ~ DATE LEGAL ;~ .. d/78) PERMIT NO. ~1 I~-~ ~,~ ~'W~;~HL~T~" ~3~F DE~'HRTMENT OF HEALTH AND ENVIRONMENTAL F'ROTECTION 825 'L' STREET, ANCHORAGE, AK. 9950i 2~4-4720 C,~--SITE SE~EF: PERi-] IT ( 82101~ ) APPLICANT LOCATION LEGAL NORMAN CONST L22 HERITRGE HTS PO BOY.' =~ o ..... LOT SIZE 999999 SQUARE FEET TYPE OF SOIL ABSORF'TION SYSTEM IS: TRENCH MAF, IMLIM HUME:ER OF EEDROOMS = SOIL RATING (S.C..! FT,.BF...- ±TA /q THE REQUIRED SIZE OF THE SOIL ABSORF'TION SYSTEM IS: [:,EPTH = tE~ LE[-~G TH= 4--?`` G ~-:R %~'E ! C,F P T", ,'-- 6 THE LENGTH DIMENSION IS THE LENGTH (IN FEET) OF THE TRENCH OR DRAINFIELD. THE DEPTH OF A TRENCH OR PIT IS THE DISTANCE BETWEEN THE SURFACE OF THE GROUND AND THE BOTTOM OF THE EXCAVATION (IN FEET). THERE IS NO SET WIDTH FOR TRENCHES. THE GRAVEL DEPTH IS THE MINIMUM DEPTH OF GRAVEL BETWEEN THE OUTFALL PIPE 8ND THE BOTTOM OF THE EXCAV8TION (IN FEET). RE _F-~IJ I RE~-, SFPT ! F_: TAr-it::: S I ZE= 1(.t~.~1£.1 PERMIT RPPLICRNT HAS THE RESPONSIBILITY TO INFORM THIS DEPARTMENT DURING THE INSTRLLFITION IN=,FEUTI.N~ OF ANY HELLS RDJRCENT TO THIS PROPERTY AND THE NUMBER OF RESIDENCES THAT THE HELL WILL SERVE. TI-.-~C, ,:: 2 ;:, I i'-4SPECT I C~'-.IS AF-:E F-:EL--1. L~ I E:E[-', BRCKFILLING OF AN't' SYSTEM HITHOUT FINAL INSF'ECTION AND APPRO'./RL BY THIS DEPARTMENT HILL BE SUB~TECT TO PROSECUTION. MINIMUM DISTRNCE BETWEEN R WELL AND ANY ON-SITE SEWAGE DISPOSAL SYSTEM IS t00 FEET FOR A PRIVATE HELL OR t50 TO 200 FEET FROM R PUBLIC WELL DEPENDING UPON THE TYPE OF PUBLIC WELL. MINIMUM DISTANCE FROM A PRIVATE WELL TO A PRIVATE SEWER LINE IS 25 FEET AND TO A COMMUNITY SEWER LINE IS 75 FEET. OTHER REQUIREMENTS MAY APPLY. SPECIFICATIONS AND CONSTRUCTION DIAGRAMS RRE AVAILABLE TO INSURE PROPER INSTALLATION. PERt-1 I T E)-CF' I E:ES DECEr-IE:ER 31_. I CERTIFY THRT t: I AM FAMILIAR WITH THE REQUIREMENTS FOR ON-SITE SEWERS AND WELLS RS SET FORTH BY THE MUNICIPRLITY OF RNCHORRGE. 2: I WILL INSTALL THE SYSTEM IN ACCORDANCE WITH THE CODES. ~: I UNDERSTAND THAT THE ON-SITE SEWER SYSTEM MAY REQUIRE ENLARGEMENT IF THE RESIDENCE IS REMODELE[:, TO INCLUDE MORE THRN=. TM BEDROOMS. V4. 0 MUNICIPALITY OF ANCHORAGE DEPARTMENT OF HEALTH AND ENVIRONMENTAL PROTECTION 825 L. Street, Anchorage, Alaska 99501 264-4720 SOILS LOG-- PERCOLATION TEST [] SOILS LOG PERCOLATION TEST PERFORMED FOR: ~JO~'~r~.~1%~ CL~1I~/S~', DATE PERFORMED: SLOPE SITE PLAN 1 2 3 ~ .._.._.-~16' 12 ~3 14 17 18 20 Uoo COMMENTS 72-008 (6/79) u osE E IF YES, AT WHAT DEPTH? Gross Net Depth to Net Reading Date Time Time Water Drop ',' " ,'~'~ ,~" ~- ~ PERCOLATION RATE /~---~ (minutes/inch) TEST RUN BETWEEN b FT AND .~L~T QGRE/' AN(.HURAGI- ARI-A BUff'UGH Department of Environmental Quality 3330 C Street Anchorage, Alaska 99503 INSPECTION REPORT ON-SITE SEWAGE DISPOSAL SYSTEM NAME ~'"/'/~)~/z~'~ LOCATION 0~-/:' ~(/'~-~ ~.~, LEGAL DESCRIPTION '' SEPTIC TANK: DISTANCE , FROM WELL~7~'~-~', INSIDE LENGTH MANUFACTURER NUMBER OF MATERIAO'~'/~e~ ~1~[7"~2 COMPARTMENTS INSIDE WIDTH ~ LIQUID DEPTH __.LIQUID CAPACITY /Z~3 GALLONS. SEEPAGE Pit: NUMBER OF PITS / DIAMETER OR WIDTH oQ0 !, LENGTH22~,~ / DEPTH ~ ! LINING MATERIAL~J~CP-OI~/)~ CRIB SIZE: DIAMETER ~'//DEPTH ~_¢~r DISTANCE FROM: BUILDING FOUNDATION_~t~, TOTAL EFFECTIVE ADDITIONAL ABSORPTION NEAREST LOT LINE WELL ABSORPTION AREA (WALL AREA) jA"/~ SQ. FT. WELL: TYPE ~-./} f.,~. CONSTRUCTION ~ BUl LDI NG NEAREST FOUNDATION ~ , LOT LINE CESSPOOL ~-~"~'- OTHER SOURCES APPROVED '/ DISAPPROVED NEAREST SEWER LINE REMARKS DEPTH ~ DISTANCE FROM: SEPTIC ~ SEEPAGE TANK SYSTEM DISTANCES: INSTALLED BY: ',~/~/~:t/~ PIPE MATERIAL: LOT SLOPE: REMARKS: .~.)l L-~g.g'l'"., I ~O Form No, EQ-031 DIAGRAM OF SYSTEM DATE ~-~J!Z/L~ 0~9~, /¢~--¢ APPROVED ]~q~_~, ~,~-~...~-"' G.A.A.B. GREATER ANCHORAGE AREA BOROUGH DEPARTMENT OF ENVIRONMENTAL QUALITY 3330 "C" STREET ANCHORAGE, ALASKA 99503 TELEPHONE 274-4561 SEWAGE DISPOSAL SYSTEM m APPLICATION AND PERMIT pERMIT NO, INSTALLATION OF: SEPTIC TANK TYPe AND SIZE OF FACILITY TO BE SERVED FINANCED THROUGH SOIL TEST RESULTS ~~ COMPLETION DATE ANTICIPATED SEEPAGE PIT ~ , DRAIN FIELD , OTHER _ : THIS PERMIT 15 HOT VALID WITHOUT SOIL TEB'Z' FINAL INSPECTION: 24 HOUR NOTICE REQUIRED. BACKFILLING OF ANY SYSTEM WITHOUT FINAL INSPECTION BY THE DEPARTMENT OF ENVIRONMENTAL QUALITY AUTHORITY WILL BE SUBJECT TO PROSECUTION, MINIMUM DI~,TANCEB, REQUIREMENTS FOUNDATION TO SEPTIC TANK ~ FOUNDATION TO SEEPAGE Pit ~ / Drain FIELD //~ SEPTIC TANK 'rd SEEPAGE Pit WALL SEPTIC TANK , SEEPA=E Pit ---- , DRAIN FIELD TO NEAREST LOT LINE. WELL TO SEPTIC TANK SEEPAGE PIT D~AIN FIELD ALSO CONSIDER AREA WELLS. WATER MAIN TO SEPTIC TANK DRAIN FIELD ~ / . DRAIN FIELD TO RIVER, LAKE STREAM. CAST IRON INTO AND OUT OF SEPTIC TANX AND INTO CRIB CROSSING GAP EXCAVATION 5 FEET INTO UNDISTURBED 4 ~NCH DIAMETER CAST IRON SIPHON PIPES ON SEPT[C TANK AND SEEPAGE FITTED W~TH AIRTIGHT R~MOVAB~E CAPS, GRAVEL BACKFILL CONFORM TO BOROUGH REGULATIONS REGARDING INSTALLATION. OR DIAGRAM OF SYSTI~M I GERT[FY THAT IAM FAMILIAR WITH THE REQUIREMENTS OF GREATER ANCHORAGE AREA BOROUGH ORDINANCE NO, 28-68 AND THAT THE ABOVE DATE APPLICANT'S SIGNATURE s~eet I of CASING '-- I I CASING HAMMER: WEIGNT ~ DROP HAMMER: SAMPLES SAMPLE DESCRIPTION color, moisiure, porticle size,, consisfency WATER Lf~VEL i ~ ] :~ (drilling of cosing, casing blows, fluid loss, bit condi- tion, crowd, rpm, etc.) 7::_ oF- WOODWARD-LUNDOREN & ASSOCIATE5 ~. 4~ DA I'E RECEIVED INSPECTION APPOINTMENTS TIME' TIME TIME DATE DATE DATE INSPECTOR INSPECTOR 1 NSPECTOR MUNICIPALITY OF ANCHORAGE MUNICIPALITY OF ANCHORA(~E DEPARTMENT OF HEALTH & ENVIRONMENTAL PROTECTI~PT' OF ~'.:~',_T} & 825 L Street - Anchorage, Alaska 99501 ENVIRONiv~ENTAL ENWRO. E.TALSAN TAT O D V S O" 3UN 9 980 Telephone 264-4720 DIRECTIONS: Complete all parts on page 1. Incomplete requests will not be proce~ed. Please allow ten (10) days for processing. 1. PROPERTY OWNER ~~ ~~ ~ PHONE MAILING ADDRESS / PROPERTY RESIDENT (If different from above) PHONE 2. ~¥~R / PHONE MAILING ADDRESS ~ ] PHONE ,4. REALTOR/AGENT~ , ~ PHONE MAI LIN~ ADDRESS 5. 'LEGAL DESCRIPTION TYPE OF RESIDENCE NUMBER OF~BEDROOMS [] One J~ Four [~r SINGLE FAMILY [] Two [] Five [] MULTIPLE FAMILY [] Three [] Six [] Other 7. WATER SUPPLY [] iNDIVIDUAL* [] COi~IM UNITY PUBLIC UTILITY * ATTACH WELL LOG. Awell Io9 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 ~ INDIVIDUAL/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)~/~f~'~" ~.-, ~,~ THIS SIDE FOR OFFICIAL USE ONLY 1. TYPE OF RESIDENCE NUMBER OF BEDROOMS [~] SINGLE FAMILY F-I ONE [~ THREE [~] FIVE [] OTHER [] MULTIPLE FAMILY [] TWO [] FOUR [] SIX PERMIT NUMBER 2. WATER SUPPLY [] INDIVIDUAL DEPTH OF WELL [] COMMUNITY DATE DRILLED [] PUBLIC UTILITY Connection Verified LOG RECEIVED 3. SEWAGE DISPOSAL SYSTEM PERMIT NUMBER [] I NDIVI DUAL/ON -SITE DATE INSTALLED []PUBLIC UTILITY I,~ Connection Verified INSTALLER []Septic Tank or [] Holding Tank ' ~' ' ,(~ Size: /~).~-O If Tank is homemade SOILS RATING give dimensions: TYPE OF TANK MANUFACTURER TOTAL ABSORPTION AREA MATERIAL 4. DISTANCES Sept[c/Holding Tank IAbsorption Area J Sewer Line Nearest Lot Line I WELL TO: Absorption Area to nearest Lot Line 5. COMMENTS ~APPROVED FOR ~ BEDROOMS [] CONDITIONAL APPROVAL (letter must accompany certificate) [] DISAPPROVED 72-010 (Rev. 6/79) June 20, 1¢80 ASI NO. 00880 MUNIOPALITY OF ANCHORAGE DEPT, OF M:~/',LTM & ~NVIRONMENTAL j U iq p, 3 1980 Hr. George Groeneman c/o ~4r. Elvis Brinkley Lee Houston & Associates, Ltd. 101Benson Blvd., Suite 302 Anchorage, Alaska 99503 me~ Adequacy Test for Existing Septic System on Lot 22, Heritage Heights Subdivision, Addition No.2 Dear Sir: At the request of your age't, Hr. Elvis Brinkley, our office conducted a percolation adequacy test on your existing septic system at the above- referenced location during the period June 16 to 19, 1980. The Municipality's Department of Health and Environmental Protection reported that your septic system consists of 1250-gallon septic tank and a 20' X 22' X 6' seepage pit. The septic tank had not been pumped prior to the percolation test. Since the four bedroom house was not occupied at the time of the test, an extra day of testing was performed to return the leach field to or near its normal degree of saturation. The test results are based on water added on the second and third days of the test. In accordance with the Anchorage Municipal Code, Chapter 15.65, Waste Water Disposal Regulations, any on-site sewage disposal system "shall have adequate capacity to properly dispose of the maximum daily sewage flow." The maximum daily Flow is computed at 75 gallons per capita-day (gopd). Since "the population of dwellings shall be estimated at two persons per sleeping room," the maximum daily sewage flow for your four bedroom house is 600 gallons per day (gpd). To test the soil absorption capacity of your system, 700 gallonsofclear water was added in 50-gallon increments to the seepage pit. The water was obtained from the residence which is on a community water system, at its maximum sustained rate of about 5 gallons per minute (gpm). The liquid levels were monitored closely to detect any backup in the septic system. Mr~ George Groeneman June 20, 1980 Page -2- The attached Table of Test Data represents the depths of liquid in the septic tank and seepage pit, and the quantities of water added. The septic tank was determined to be 8.6 feet deep (bottom of tank to ground surface) with an initial depth of ].9 feet in the tank. The seepage pit was measured to be 11.8 feet deep with an initial depth of 3.4 feet. Ground elevation at the septic tank standpipe is approximately 4 feet above the seepage pit standpipe. The liquid level in the seepage pit rose to ground level after the addition of approximately 500 gallons of water on the second and third day. At this point, the flow rate was reduced to permit addition of the remaining 150 to 200 gallons of water without overflowing the system. The liquid level in the septic tank was raised from 0.8 to 1.05 feet at this point. No sewage backed up into the house. Based on the second and third days of testing, an average percolation rate in excess of 600 gpd is indicated. Since an on-site sewage disposal system for a four bedroom dwelling must be capable of disposing of 600 gallons of sewage per day, the soil absorption capacity of your septic system appears to be satisfactory at this time. Many factors affect the operation of a soil absorption type of sewage disposal system. Soil type, groundwater depth, age and history of maintenance of the system, and types of waste are a few. This test has been performed in an attempt to determine actual soil absorption cap- abilities of your septic system under normal useage. This test can only evaluate apparent performance at'a given point in time, and cannot deter- mine either the condition of the leach field, seepage pit or other components of the septic system, or the depth of the water table. We appreciate the opportunity given to perform this adequacy test. have any questions regarding this test, please contact this office. Very truly yours, ALASKA SOILS INVESTIGATIONS Stephen D. Shrader, P.E. Project Manager SDS:mr If you Adequacy Test for Existing Septic System Owner: Georqe Groeneman~ ¢/o Elvis Brinkle¥ Project No.00880 Address:Lee Houston & Associates~ Ltd.~ 101Benson, Suite 302~ Anohorage, AK 99503 Legal Description: Lot 22, Heritaqe Heiqhts Subd. Add. No. 2 Components of Septic System: 1250-qal Septic tank; Seepage Pit-20'X22~'X6' Number of Bedrooms: HOw long vacant: Test performed by: Liq. Depth Initial Static Levels: 2 Weeks D. Shellenberqer Occupied prior to test: Yes No X Last pumped: Unknown Water meter/S.N. 22812186 Septic Tank 3~ ; Seepage Pit 3~ . TEST DATA .... ~ ....... ~:,Liquid ~Depth,' ft'* "Water Meter Time Septic Tank Seepage Pit Added, gal Reading, gal Remarks 8;~6 8.14 8.39 0 20600 6/16/80 9:12 8.14 7.85 50 20650 9;26 8.14 7.40 100 20700 9:45 8.14 6.83 150 20750 9;~ 8,1~ 6.46 200 20800 ln,14 fl.14 5.88 250 20850 10:31 8.14 1.51 300 20900 10:43 8.10 1.11 350 20950 10:57 8.08 1.00 400 21000 11:02 7.95 1.00 450 21050 11:07 7.80 1.00 -500 21100 11:16 7.75 0.65 550 21150 .11:24 7.65 0.45 600 21200 11:34 7.38 0.25 650 21250 11:39 7.28 0.00 674 21274 11:47 7,30 0.04 700 21300 6/16/80 ~ lop Standpipe To Top Liquid Owner; George Groeneman ~egal Description: Lot 22, Heritaqe Heiqhts Subd. Add. No. 2 Project No. 00880 TEST DATA (Cont'd) Liquid Depth, ft Water Meter Time Septic Tank Seepage Pit ~ded, gal Reading, gal Remarks 8:36 8.15 7.78 0 21300 6/17/80 8:51 8.15 7.28 50 21350 9:01 8.15 6.73 100 21400 9:10 8.15 6.21 150 21450 9:18 8.15 5.70 200 21500 9:27 8.11 1.02 250 21550 9:35 8.04 0.95 300 21600 9:47 7~83 0.82 350 21650. 9:57 7.74 0.76 400 21700 10:07 7.68 0.62 450 21750 10:13 7.51 0.40 500 21800 10:22 7.31 0 547 21847 2:45 8.10 6.25 0 21847 Resume Test 2:53 5.75 597 21897 Reduced.Flow 3:02 8.15 1.0 647 21947 Rate To Preven Overflow 3:15 1.0 ' 700 qal. 22000 10:15 8.10 7.65 0 22007 6/18/80 10:33 8.1 7.05 50 22057 10:41 8.1 6.60 '50 22107 10:52 8.t 5.90 50 22157 11:02I 8.1 1.10 50 22207 11:12 8.0 1.00 50 22257 11:22 7.9 0.9 50 22307 OwJer~ George Groeneman Legal Description: Lot 22, Heritage Heights Subd., Add. No. 2 Project No. 00880 TEST DATA (Cont'd) Liquid Depth, ft Water Meter Time Septic Tank 'Seepage Pit Added, gal Reading, gal Remarks 11:30 7.85 0.85 50 22357 11:40 7.75 0.70 50 22407 11:50 7.60 0.55 50 22457 12:00 7.10 0.00 50 22507 Stop lest Resume,T~ ® 12:10 0.60 ~eouceo 12:24 7.50 0.50 50 22557 12:42 7.35 0.35 50 22607 l:00p.~. 7.15 0.15 50 22657. 1:15 7.05 0.05 50 22707 End lest 10:36 8.10 7.70 0 0 6/19/80 Check Final levels Anchorage 825 "L" STREET ANCHORAGE, ALASKA 99501 (907) 264-4111 GEORGE M. SULLIVAN, MAYOR DEPARTMENT OF HEALTH AND ENVIRONMENTAL PROTECTION June 23, 1980 George Groeneman % Elvis Brinkley Lee Houston Associates 101 Benson Boulevard Suite 302 Anchorage, Alaska 99503 Subject: Lot 22 Heritage Heights Subdivision Before we may send an approval to the lending agency, the septic tank will need to be pumped with a receipt submitted to this department. Septic tanks in cold regions should be pumped every one(l) to two(2) years. Primarily this is done because the tanks work only at about 50% efficiency in cold climate, therefore, you need to pump in order to get rid of solids that are normally taken care of bacterially through warmer climates. If there are any further questions, please call this department at 264-4720. Sincerely, Robert C. Pratt, R.S. Associate Specialist RCP/ljw CC: Alaska Pacific Bank M6rtgage Loan Department 101 Benson Boulevard 99503 9EPt.R ..... ~ ,.~, HEALTH AND ENV!RONMENT/k.?i~ROTECTiON 825 L Su~eet, Anchora~a. Alaska 99~ul 264----4720 Date Received: December 1, 1977 ~lme } :30 p.m. ii3: {~]_: " , #2: Ti_me Date~ 12 '~' x ,,. , ,_ ~5 Date In [~, · ,EQUES . FOR APPROVAL OF INDIVIDUAL SEWER AND WATER ~.ACI .... II~,o 1o Lending Institution Request: National Bank of Alaska Mailing Address: Post Office Box 3-3859 99509 Phone: 279-2506 4: .~-;ope~_ty Owner: William/Lucinda Lee Mailing Address: Star Route A Box 62 99507 Phone: Legal Description: Lot~Heritage Heights Subdivision Single Family Residence: (x) Mu].tiple Family Residence: ( ) 5. Well System: Nuraber of Bedrooras: Four Number of Bedrooms: Permit i~ D~pun of Well Well Log~on Fi]_e Sewage Disposal System: On-site System (x) Public Utility ( ) Permit Individual Well ( ) Conununi'hy/Public S.f.;.em (x) C.A.U. installer Ins La. lied Manufacturer Soils Rate~' ~ ~1o' Material Septic Tank Size l~,%.b-'~ Absorption Area Distances: Well to Septic Tank to Absorphion Area to Sewer Line Nearest Lot line Absorption Area to Nearest _,ou Line r "~'~" I,..~.~UNICIPALITY OF ANCHORA~:'~'~..._~'.'' ,.' · Department of Health and Environmental'Protection ~ 825 L Street, ~chorage, Alas~a~950! ~~' 264-47210 ewer"a~t~/Fac~l~tzes ~ ~ ....... ~equest for Approval of Individua S 1. Property Owner: _~~ Mailing Address: Name of Buyer: Mailing Address: Phone: Lending Institution: /V ~ Mailing Address: Phone: Realtor/Agent: [7oI~/~'^I~L,C~ 7--,~,~,' ]~e~/ ~?c7",9-~ ~.b, . Mailing Address: %~ a~ ~j ~d~O~f~' Phone: ~ V~--~& ~ De cr on: Street Location: ~~ ~,~~ ~, ~0 7 Single Family Residence: (~) Number of Bedrooms: Multiple Family Residence: ( ) Number of Bedrooms: Water Supply: *Individual Well ( ) If Individual Well, well depth If Community System, name of system Public/Community System Sewage Disposal System: *~n-site System ~0 Public System ( ) If On-site System, date of installation: *NOTE: A well log is required on ALL wells drilled since 6/75. ** If on-site sewer system is over two(2) years old, an adequacy .test is required by this department. A fee of $25.00 must accompany each request before processing can be initiated. 3/77 Pag~ Two Department of Health and Environmental Protection Request for Approval of Individual Sewer and Water Facilities Legal Description: Lot Heritage Heights Subdivision Affadavit Attached: ( ) Letter Attached: ( ) Disapproved Department Worksheet