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Home My WebLink AboutHERITAGE HEIGHTS LT 20NAME MAILING/~DDR ESS] LEGAL DESCRIPTION LOCATION ~ .J . ] Weg ~ Absorption area I DISTANCE TO: ] / ~ I Manufacturer Liq. capacity in gallons Inside length IF HOMEMADE: ~ ~ ~ DISTANCE TO' Well Dwelling ~ ~ ~ Manufacturer ~ ~oll ' Foundation ~ ~ ~ I No. or ~i~.~ I I Lmgth o~ ~h ~i,~ ~ Zoto~ ~.~th o~ ~.~, ~ = Top of tile to finish grade if, ~ Material beneath tile I ~ngth Width Depth ~ ~ ~ Crib diamete~ Crib dept~ ~ ~ WOl~ Building foundafio~ " I DISTANCE TO: ICl~s Depth Driller ~ ] Building foundation Sewer line DISTANCE TO: 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 c~Tq' q~,~3 ,ZGm"ADE Dwelling Material W dth Material Nearest lot line J~7 ~ Trench w d?QOnche~ "~?~inches NO. OF BEDROOMS PERMIT NO. No. ofcompartments Liquid depth PERMIT NO, Liquid capacity in gallons Distance between Total effective absorption.area2_ PERMIT NO. Total effective absorption area Nearest lot line Distance to lot line PERMIT NO. Septic tank Absorption area(s) OTHER PIPE MATERIALS PVC SOIL TEST RATING INSTAILLER REMARKS APPROVED DATE 72-013 IRev. 3/78) LEGAL Per'it ~ Applicant: Location: Legal Description: ~ ~kO ~ ~~ Lot Size: Type of Soil Absorption System Is: Trench: ~.J. Drainfield: Seepage Bed: Holding Tank: Maximum Number of Bedrooms: .~.. Soil Rating(sq.ft/br) ~- DEPTH Department .'= Health and Envlronmenua£ "roueculon ~ '~ 825 ~ Street, Anchorage, AK. ~501f~ - 264-4720 * * * HANDWRITTEN PERMIT ON-S;TE sEWER PERMIT Phone Nu~er: The Required Size of the Soil Absorption System Is:' LENGTH "~C/( GRAVEL DEPTH -~-' WIDTH The length dimension is the length(in feet) of the trench or drainfield. The depth of a trench or pit is the distance between the surface of the ground and the bottom of the excavation(in feet). There is no set width for trenches. The gravel depth is the minimum depth of gravel between the outfall pipe and the bottom of the excavation(in feet). * * REQUIRED SEPTIC(HOLDING) TANK SIZE = /~_q-C) GALLONS * * Permit applicant has the responsibility to inform this department during the installation inspections of any wells adjacent to this property and the number of residences that the well will serve. * * * TWO(2) INSPECTIONS ARE REQUIRED * * * Backfilling'of any system without final inspection and approval by this department will be subject to prosecution. Minimum distanCe between a well and any on-site sewage disposal system is 100 feet for a.private well or 150 to 200 feet from a public well depending upon the type of public well. Minimum distance from a private well to a private sewer line is 25 feet and to a community sewer line is 75 feet. Well logs are required and must be returned to this department within 30 days of the well completion. Other requirements may apply. Specifications and construction diagrams are available to insure proper installation. * * * PERMIT EXPIRES DECEMBER 31j 1 9 8 3 * * * I certify that: (1) I am familiar with the requirements for on-site sewers and wells as set forth by the Municipality of Anchorage. (2) I will install the system'in accordance with codes. (3) I understand that the on-site sewer system may require eniargement if the residence is remodeled to include more that 3 b~ooms. signed: ' Issued by: ~~~~. Applicant swP/o (l/ ll Greg Layman 1565 S. iJragaw, Suite Anchorage, AK 99 5(}4 Subject: Lot 20~ iteritage iieights Approval for the individual sewer and wa~er facilities cailnot be granted until tile following ite~ns have been completed: The septic tank pumped ~ith a receipt submitted to this department · A four (4) inch cleanout needs to be installed to the tic tank. An adeqnaey test needs to be perfo_rmed on the existin~ leaching are_a. This test will determine if the system is adequate accordi~g to National Standa.rds, A iisi'ins of private firms performing the test is enclosed. This report needs to be ~.,ubmltted to this office for our review. Please notify this Department for a reinspection when the noted discrepancies have been corrected. If there are any further q~estions, please call this office at 264-4720. Sincerely, Ri~27/eJ/E2 Enclosure ilobert C. Pratt ~,~sociate Environlaental Speciaiist ENGINEER ENVI~ONM~NYAL PROTECTION RECEIVED ATTN: Robert Pratt NOTE: The septic tank on lot 20 Herritage Heights is full of hard sludge. This tank must be cleaned out and possibly replaced. Also the total depth of the standpipe is 19', so at the waters highest level it still has 2' 9" of unused tile. ENGINEER SER CES 6161A Street Anchorage, Ak 99502 (907)563-1944 Municipality of Anchorage Health and Environmental Protection 825 L Street Anchorage, Alaska Attn: Mr. Robert Pratt August 4, 1983 Mr. Pratt: Enclosed herein are the readings and results of an adequacy test conducted at Lot 20, Herritage Heights, Municipality of Anchorage. Testing followed the Anchorage General Procedure Guidelines for Adequacy Testing with two exceptions: Clear water was injected into the system at a rate of 6 gpm rather than 10 gpm due to limitations of the on-site water supply and a surge of water was injected and observed on the first and third days of the testing. Pertinent features of the testing and results are: a. Two people occupied the house after the third day of the testing period. The house was reported empty for several months before the test. b. A surge of clear water was injected into the system at the head of the septic tank totaling 650 gallons at a rate of about 6 gpm the first and third day. c. During the first day with a surge of 650 gallons an increase in water level occured of 1' 6 1/2" from the original static level. (All measurements were taken in the drainage field stand pipe.) d. During the second day and after an approximate 23 hour period the level lowered to within 9" above the static level. Only one reading was observed on the second day and no surge was injected. e. During the third day and after an approximate 24 hour period the level lowered an additional 3" making the level 6 1/2" above the original static level. An additional surge of 650 gallons was injected increasing the level 10" to a height of 1' 4 1/2" above static level. f. During the next 24 hours with a reported deposit from one dishwashing, 2 showers and about 6 lavoratory uses the level dropped 1 1/4" to a height of 10 3/4" above static level. Addressing the minimum failure criteria: At no time did the water in the septic tank rise excessively, overflow or was in danger of backing up into the house. In my opinion this was due to a large elevation differential between the septic tank outlet pipe and the static liquid level of the drain field. At no time during the test did the water level return to within one inch of the static level determined by the initial reading. In fact, with very light use of two occupants during a portion the period the system failed to recover sufficiently over extended periods of time. It is anticipated that with full occupancy the system would eventually back up into the septic tank. If there are any questions please call the undersigned. 2 incl (2) 0 or'~ L~-v~ L .4 c 0 g. + .+ P.O.Box 104053 ENGINEE1R: sERv1CES 563-1944 Anchorage, AK 99510 Adequacy Test for Existing Septic System Client:_ -.._\~lP~_tO Legal Description: ~,~0~/- ~0 /--~e~r,'-/'-o-.~_ ,J Components of Septic System: "-~ Number of Bedrooms:__~L Occupied prior to Test: Yes: How long vacant: ~c~z~r~ Last Pumped: Test Performed by:_~.~Oh~ ~-~_?). ~Water meter/S.N.: Initial Static Levels: Septic Tank_ ~O ~ No: ; Seepage Pit: Time · Liquid Dep Spptic t~n~ _ TEST DATA th,(ft) Water q~pag~ p~ Added. gal. weter Reading, ~al. I O( ! R~marks I Date: ~lient: Legal Description: TEST O6TA(Cont'd) Time Liquid Depth, (ft) , ~ r ~.Wate Weter Remarks ~:,~nt_tc 'l'~nk q~n;~ pt~ ~ ,rAdd~d. c/al. Read~nq, qal. ~.~_~ .... .~ - ' ~,'~aO ,t.~' ~ :' APPLIC _ NT FILLS OUT UPPER HAl ONLY Property, ~ 0wner'~., I~'-q~5 L ~.~y f)"~ ~ J'~ , Phone Address Zip Code Address ~ /~c /~ ~/'¢~2 ZipC°de ~-~-~'~ Realty Co. & Agent -~ y ~/ t )12 ) I ~ ~ ~ 1247 ~ ~ ~1~ '~ ,~ 0 ~ / /-/ ~ ~ ~ ~ / Z~,/ Phone Type of Residence Single Family M~ ~ Multiple Family No. of Bedrooms ~ Other Water Supply - ~ Individual A~ACH WELL LOG. A well log is required for all wells drilled since June 1975. ~ Community For wells drilled prior to that date, give well depth (attach log if'a~ailable). ~ Public Utility ~ Sewer Disposal ~ Individual Year Individual Installed: ~ Public Utility When Connected to Public Utility: ~ Hold ng Tank NOTE: THE INSPECTION FEE MUST ACCOMPANY EACH RE~EST BEFORE ~OCESSING CAN BE INITIATED. Time Time Time Time Date Date Date Date ~ ENVIRONMENTAL PROTECTION, RECEIVEB Soils Rating Date ~wer Installed Well To Absorption Area Well Log Received ~. q } Well to Tank Septic T~k Size / ~ ~ 72.023 (3182) GREATER ANCHORAGE AREA BOROUGH Department of Environmental Quality 3330 "C" Street, Anchorage, Alaska 99503 274-4561 Date Received November 29, 1976 Time of Inspection Dale of Inspection REQUEST FOR APPROVAL OF INDIVIDUAL SEWER & WATER FACILITIES 1. Approval requested by: FOR Jack White Company % Jerry De Vall Mailing Address: 3201 C Street Phone: 277-1553 2. Property Owner: James L. Myers Phone: 206-573-2711 Mailing Address: 2005 Broadway,. Vancouver, Washington 3. Legal Description: Lot 20 Heritage Heights 4. Location: Chisana and Yukon Roads ~o~/~ ~/~LtL]~ 5. Type of facility to be inspected Single Family No. of bedrooms 6. Well Data: A. Type Public Utility B. Depth C. COnstruction D. Bacterial Analysis Sewage Disposal System: A. Installed On-site system C. Septic Tank: D. seepage Pit: S. Installer /~/~,, 1. Size /~L~]). 2. Manufacturer 1. Absorption Area d~' 2. .E. Disposal Field: Total length oflines Distances: A. ~1 £o: Septic tank ~]' , Absorption area Nearest lot line ~/(>' , Other contamination B. Foundation to septic tank C. Absorption area to nearest lot line gD' , Sewer Lines __ , Absorption area EQ-034 (1/74) Page 1 of two pages GREATER ANCHORAGE AREA BOROUGH_. Department of Environmental Quality 3330 "C" st., AnChorage, Alaska 99503 274-4561 REQUEST FOR APPROVAL OF INDIVIDUAL SEWER & WATER FACILITIES Type of Inspection: CMRO VA __ FHA CONV Property Owner: James L. Myers Mai-ling Address: 2005 Broadway, Vancouve~ay Ph0ne(206) 573-2711 Wash. 3. Name of Buyer: Dr. Greg Layman Mailing Address': 6070 Chisa~a Rd. 4. Name of Lending Institution: Mailing Address: 5. Name of Realtor or.Agent: Mailing Address: Day Phone 333-5541 Phone Jack White Co. (Jerry DeVall) 3201 C Street, Anchorage Phone 277-1553 9~03 This pro~.,ty is being assumed (mortgage) by buyers and the Approval shall on~Vto to Jack White Co. for filing. Legal Description: Lot 20 Heritage Heights Location: Chisana and Yukon Rds. Service High Area Home No. Bdrms. 4 7. Type of Facility to be inspected: 8. Water Supply Type of Supply: Public Utility x Individual If Individual, number of dwellings presently served If Individual: depth of well 9. Sewage Disposal System Type of System: Public Utility If Individual, date of installation Individual (on-site) Not known X Eq-037 (~/74) Page~2 of two pages - Re~.~st for Approval of Individual [~ /er & Water Facilities ~e~al Description Lot 20 Heritage Heights Comments Approved~_~· . Disapproved Date Approval ~.Valid for one year from date signed Greater Anchorage Area Borough, Department of Environmental Quality DIAGRAM OF SYSTEM certify that the information contained in this request for approval to be a true and accurate representation of the subject sewer and water facilities and these facilities are operating satisfactorily. SIGNED Date EQ-034 (1/74) ISAAC~'PUMPING SER~_.; · ,Norm Tibbetts (Owner) 6218 Quinhagak ANCHORAGE, ALASKA 99507 TO DA T ...... / MUNICl PAL]_T_Y ~F ._A.~CHORAGI~ ....................... -15~,~T. OF HEALTH & ENVIRONMENTAL P~OTECTION AUB I ~ ~ 1983 Department of Environmental Quality 3530 C Street INSPECTION REPORT ON-SITE SEWAGE DISPOSAL SYSTEM ~ L_~_ ~' NUMBER OF ~ DISTANCE O~C~ COMPARTMENTS FROM WELL ~ / MANUFACTURER ~Ol~ MATERIA INSIDE LENGTH ~ INSIDE WIDTH ~ LIQUID DEPTH ~ ,LIQUID CAPACITY [~ ~ 0 GALLONS. SEEPAGE PIT: NUMBER OF P,TS / '=~'f"A'I~-qE~;~. ~OR WIDTH LINING MATERIAL Z CRIB SIZE: DIAMETER BUILDING FOUNDATION O~'"~i NEAREST LOT LINE ~ 0 ADDITIONAL ABSORPTION LENGTH DEPTH //]~ / DEPTH 9 *' DISTANCE FROM: -WELL '~,-C}! TOTAL EFFECTIVE ABSORPTION AREA (WALL AREA) SQ. FT. TYPE CONSTRUCTION O~ ,? e (~_ ~1 BUILDING NEAREST NEAREST FOUNDATION_ LOT LINE SEWER LINE DEPTH DISTANCE FROM: SEPTIC SEEPAGE <c.-'~ (~ I TANK SYSTEM CESSPOOL APPROVED OTHER SOURCES DISAPPROVED REMARKS :'~;/ /A 2.7/ DISTANCES: INSTALLED PIPE MATERIAL: LOT S LO p E: L,¢/~- S 7"'- REMARKS: Form No. EQ-031 DIAGRAM OF SYSTEM GreaTer ANCHORAGE AREA Borough DEPARTMENT O&~ ENVIRONMENTAL QUALITY 3330 "C' STREET ANCHORAGE, ALASKA 99503 TELEPHONE 274-4561 SEWAGE DISPOSAL SYSTEM -- APPLiCATiON AND PERMIT pERMIT NO,_ iNSTALLATION LOCATION INSTALLATION OF: SEPTIC TANK /~' ~ SEEPAGE PIT~. ' ' OTHER TYPE AND SIZE OF FACILITY TO BE SERVED ~// ~ SOil TEST RESULTS - l? ~ NOTE: THIS pERMIT IS NOT VALID WITHOUT SOIL TE~T COMPLETION DATE ANTICIPATED 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. SEPTIC TANK Size MINIMUI~ DISTANCES, REOUIREMENT$ FOUNDATION TO SEPTIC TANK ~ FOUNDATION TO SEEPAGE PIT / ~- [ SEPTIC TANK TO SEEPAGE'PIT WALL / ~( ~ f SEEPAGE PIT ~ { SEPTIC TANK ~ TO NEAREST LOT LINE. WELL TO SEPTIC TANK /0~ DRAIN Field WATER MAIN TO SEPTIC TANK DRAIN FIELD ~ SEPTIC TANK, ~ SEEPAGE Pit . TO R~VER, LAKE. STREAM. DRAIN FIELD ,_, DRAIN FIELD SEEPAGE PIT ALSO CONS,DER AREA WELLS. SEEPAGE PIT DRAIN FIELD CAST IRON INTO AND OUT OF SEPTIC TANK AND 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. GRAVEL BACKFILL CONFORM TO BOROUGH REGULATIONS REGARDING/~BTALLAT~ON- OR SEEPAGE AREA SIZE TYPE DIAGRAM OF SYSTE~ I CERTIFY THAT I AM FAMILIAR WITH THE REQUIREMENTS OF GREATER ANCHORAGE AREA BOROUGH ORDINANCE NO. 2B-SS AND THAT THE ABOVE DESCRIBED SYSTEM IS IN ACCORDANCE WITH SAID CODe. 350D TUDOR R,,,~,,.~ /~NCHORAGE, A[.ASKA .09502 CASE # Performed For ~! ._~_.~_~_.~,~ Legal DescrJntJon: Lo~ %~ .P, locx Th~s Porm Re~orts So~ls Lo~_~__ Date Performed ~'~/6 ~ 7~ . ~e ~ c~o'-l-~-~ i o n T~st 1 2 3 5-- 6 7 8__ Depth Feet Soil Characteristics --i---T- ~ ~ _L',___L_j ~M~nd Nater Encountered? /~/0 6'7o~)~ , At what Denth? Reading Date Gross Time Net Time Denth to H20 Net Drop ercolation Rate Proposed Inst~-i'Tjt--i--,~;-[!': qec-a,'te Pit ~ P,-~iin Field Peoth of Inlet ~lc, Oe,'~-~=~;--~-'ciTTr ,~ Of Pit (~ Trench ~.-~ Test Performe~ R,,