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Home My WebLink AboutROLLING HILLS VIEW ESTATES BLK 3 LT 9 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 Page 1 of 3 Permit Number:, SW9 7 0 2 5 6 ~ Name: Dawa, 19220 McCrar 694-96'13 LEGAL DESCRIPTION Rollin¢ Range: Subdlvialon: PID Number:, 05032225 . System: $ New r'l Upgrade ABSORPTION FIELD . I'I Deep Shallow Trench i-1 Bed' 'il Mound I-I Other Soil R~ting: Total Depth from original grads: Gravel c~epth beneath pipe Ft. Fill added above original grade: r'l New C] Upgrade Gravel~dth: Existinq Total Depth: Date Drill~l: C'__-~d To: Total $1ali¢ Wamr I.~el: Installer. Pipe material: Data installm:h ~-PM I ' P" I ' ~t' SEPARATION DISTANCES TO LM Line Foundation TANK 0[Septic r~ Holding ~'1 S.T.E.P. U# H~ Manufa,~ur~. ~paniH in gallo~: s,.,~ T~k .Anch. Tank 250 ~tarial: Numar of ~mpartmen~ ./A Size_ in g-Iloea: "Pump on" level al: LIFT STATION ! 'Pumr Curtain ~ Mike & MOdM performed by:. Drain Remarks: Septic Tank Only R~placed I '" BENCH MARK I~caaon.nd ..Under This Permit. W~Z' ca~no · ~ ' . - Bottom of ! EXtended Above Garage Floor.-' ! I I ~u..-,--,i0.: · . - I Concrete Placed Around Wellhead_ I " ~ 100 . , · ' .~ ~ · ~.~; ' -Department' of HealU~and. Hqma-n serVices approval I%~,~~''''~'~'~/,~ff I ' Municipality of Anchorage" Page 1 of DEPARTMENT OF HEALTH AND HUMAN SERVICES ENVIRONMENTAL SERVICES DIVISION P.O, Box 196650 · Anchorage, Alaska 99519-6650 · Telephone: 343-4744 On-Site Wastewater Disposal System and/or Well Inspection Report Permit.Number: SW970256 PID Number:. 05032225 Dawa, 19221 694-96i3 LEGAL DESCRIPTION Towa~dp: WELL: Elo~4: Subdivision: Flange: Section: [] New r'l Upgrade New D Upgrade .ABSORPTION FIELD . Fill ~dd~ above original grade: Gravel width: Pt, Pt. [Private. A.B,C): ' Existinq IYM~: j Pump Set aC GPM ~ ' SEPARATION DISTANCES To Une Foundation ITotal Depm: Cased To: Total abaomtion area: Ft. Pt. Ft, Ft. ~ Ft. I ~Septic U~ HO~ i M~ufa~ra~ Slz? in gallons: "Rump on" level N/A N/A >20' r-] Bed i-I Mound r-i Other Total Dep~ from original grade: Gravel depth I~ennam pipe Distance betwa~llim~ . Pipe materiel: Date installa0: TANK Holding r'l $.T.E.P. Capacity in gallons: 250 Number of Compartment*' LIFT STATION "Pump High water alerm Remarks: Septic Tank Onl, PumpM~e&Mo(W InaDectiona performed by:. BENCH MARK .. Under This Permit. Bottom of Sidin( Extended Above Gara¢ Concrete Placed Aro Inspections pedo~ed by: s. Gilbert Dates: 1st Department of Health and Human Services approval Reviewed and approved by: "' Date:. Assumed Elevation: ~ 100 ENGINEER'S SEAL DI::PARTMI=N'i" OF HEAl.TH AND. HUMAN SI::FtVICI::$ .. P.O. Box 196650 · Anchorage, Alaska 99519-6650 · Telephone: 343-4744 · On-SiteWastewater Disposal System and/or Well Inspection Report Permit.Number:. SW9 7 0 2 5 6 PIDNumber:. ' 05032225 ~ sE,TiC T^. / / WE.. EXIST,HQ C.IB A.D / / A.SORPTIO" T~E.C' / NOTE: EXACT LIMITS OF CRIB ARE ~UNKNOWN. CLEA.OUT IS MO,E T.A" ,00' ~ROM?ELL. / X · / IL,,~' PLAN AS-BUILT SCALE 1" = 20' NOTE: SEPTIC TANK ONLY REPLACED UNDER THIS PERMIT Municipality of Anchorage DEPARTMENT OF HEALTH AND HUMAN SERVICES ENVIRONMENTAL SERVICES DIVISION P.O, Box 196650 · Anchorage, Alaska 99519-6650 · Telephone: 343-4744 On-SiteWastewater Disposal System and/or ,Well Inspection Report Permit Number:. SW970256 PID Number:. ' 05032225. Page 3of 3-' m ~0 o_ Z C m PAGE 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 (UPGRADE) PERMIT PERMIT NUMBER:SW970256 DESIGN ENGINEER:ANDERSON ENGINEERING OWNER NAME:ANDERSON DAWAYNE L & OWNER ADDRESS:19220 MCCRARY RD EAGLE RIVER, ALASICA 99577 PARCEL ID:05032225 1 OF DATE ISSUED: 8/14/97 EXPIRATION DATE: 8/I4/98 LEGAL DESCRIPTION: ROLLING H.ILLS VIEW EsTATEs BLK~ : LOT SIZE: 43560 (SQ. FT.) NUMBER OF BEDROOMS: 4 THIS PERMIT: 4 THIS PERMIT IS FOR THE CONSTRUCTION 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 ENGINEER MUST NOTIFY DHHS AT LEAST 2 HOURS PRIOR TO EACH INSPECTION. PROVIDE NOTIFICATION BY CALLING 343-4744 ( 24 HOURS ) (NOT REQUIRED FOR WELL ONLY PERMIT) 4. FROM OCTOBER 15 TO APRIL 15 A SUBSURFACE SOIL ABSORPTION SYSTEM UNDER CONSTRUCTION DURING FREEZING WEATHER MUST BE EITHER: A. OPENED AND CLOSED ON THE SANE DAY B. COVERED, SEALED AND HEATED TO PREVENT FREEZING 5. THE FOLLOWING SPECIAL PROVISIONS. RECEIVED B ISSUED BY: DATE: DATE: ~'--/~ Cf7 Municipality of Anch°rage Department of Health and Human Services 825 "L" Street Rick Mystrom, P.O. Box 196650 Anchorage, Alaska 99519-6650 Mayor 343-4744 August 14, 1997 Michael E. Anderson, P.E. Anderson E~gineering PO Box 240773 Anchorage, Alaska 99524 Subject: Waiver Request for Lot 9 BLock 3 Rolling Hills View Estates Waiver Request #WR970039, PID #050-322-25 ~kA_5%~(_~ Dear Mr. Anderson: Your request for waiver(s) of the required 100 foot horizontal separation of an on-site wastewater disposal system to a private well has been approved. The approved separation distance(s) are a private well th the on-site septic tank of 80 feet. This waiver approval applies to the existing on-site wastewater disposal system to well separation only. Any future upgrade to either will 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 343-4744. Sincerely, ~ ~ Dan£el J. Roth Civil Engineer On-site Services Program ljm:#6 Anderson MUNICIPALITY OF ANCHORAGE Department of Health and Human Services On-site Services Section Waiver Review Worksheet WR~ WR970039 PID# 050-322-25 HA# Date Received: July 11, 1997 Legal Description: Lot 9 Block 3 Rolling Hills View Estates Subdivision Engineer,: Michael E. Anderson, P.E., Anderson Engineering PO Box 240773, Anchorage, Alaska 99524 Applicant: Dwayne Anderson Waiver Requested: Private well to the new septic tank of 80 feet. Criteria: 1. Geology: Points: A. Water Table B. Soil Sorption C. Permeability D. Water Table Gradient E. Horizontal Separation TOTAL: 2. Special Conditions: 3. Other: Waiver is Granted: ~ Waiver is NOT Granted: List Conditions or Reasons for above: Date: Rec #: 02977/02978 By: ~/ Name of Reviewer Araount: $ ~ Date Paid: July i1~ 1997 I/v. G, ~,,,,..,v. C, IF. O. POllu'r.r 4./ ~,~- July 11, 1997 Municipality of Anchorage Department of Heath & Human Services 825 "L" Street Anchorage, AK 99502-0650 Subject: Lot 9, Block~, Rolling Hills Subdivision Septic System Design Impacts to Adjacent Properties RECEIVED Dear On Site Services Engineer: The septic tank on the subject project has collapsed and must be replaced. We are therefore applying for a permit to replace the two septic tanks currently in place with a new 1,250 gallon septic tank. The new tank will be 80' from the existing well so a separation distance waiver is required. The waiver request is attached to this package. The existing septic system is composed of a 1,000 gallon septic tank and a 500 gallon tank connected in series. The tanks flow into a 10' X 10' absorption crib. An absorption trench extends out of the crib to the north. The absorption system is working well at this time and does not require an upgrade. ..~ The attached Site Plan delineates the location of the existing system and · the proposed upgrade. The ground slopes at a 'gradual 2% to 5% from northeast to southwest in the area of the upgrade and will not adversely affect the new construction. If the system is constructed as designed the following statements apply: The system, if constructed as designed, will have no adverse impact on the wells in the area or those to be constructed in the future. A separation distance waiver is required to the well on the lot however. The system, if constructed as designed, will have no adverse impact on existing septic systems in the area or those to be constructed in the future. 'Lc~t 9, Block ~, Rolling Hills Vies Est. July 11, .1997' Page Two The system, if constructed as designed, will have no adverse impact on reserved space, either surface or subsurface, on any lots located in the area. The system, if constructed as designed, will have no adverse impact on drainage patterns in the area. The current drainage pattern will be maintained. Sincerely, Michael E. Anderson, P.E. Attachments SKYLINE DRIVE PUMP, CRUSH, BACKFILL AND AB~ EXISTING TANKS IN PLACE.PLACE NEW 1,250 GALLON SEPTIC TANK 80' FROM WELL. EXISTING CRIB WELL ROLLING' HILLS VIEW EST.', LOT 8 °°/V~,oue SITE PLAN SCALE 1" = 40' July 11,. 1997 Municipality of Anchorage Department of Heath & Human Services 825 "L" Street Anchorage, AK 99502-0650 Attention: On Site Services Engineer MUNICIPALITY OF ANCHORAG~ ENVIRONMENTAL SERVIC/:S DIVISION JUL 11 1991 RECEIVED Subject: 'Lot 9, Block 3, Rolling Hills View Estates Subdivision Separation Distance Waiver Septic Tank to Well Dear On Site Services Engineer: The existing 1,000 gallon septic tank 'serving the home on Lot 9, Block 3, Rolling Hills View Estates Subdivision has collapsed and must be replaced. We are proposing to place the new tank at or near the same location of the collapsed tank as the absorption crib is currently functioning in conformance with all Municipal requirements and placing the tank at a location more than 100' from the existing well would be very disruptive to the property and result in a major project. We are therefore requesting a waiver of the 100' separation distance between the septic tank and the well to a distance of 80'. The septic system was originally constructed in 1967 and upgraded in August of 1975 and consists of two septic tanks of 1,000 gallon and 500 gallon volumes. The tanks flow into an absorption crib with approximate dimensions of 10' X 10'. The exact location and dimensions of the crib are unknown. An absortion trench 16' in length exits the crib to the northwest. The absorption crib and trench 'are constructed in soils rated at 125 square feet per bedroom. No groundwater was noted in the area of the septic system nor in any of the excavated areas near the tanks. The system was upgraded with a permit issued by the Municipality in 1975. An inspection report completed by the Municipality in August of 1975 states the distance from the septic tank to the well is 75'. Regulations in effect at the time required a separation distance of 100'. The old tank was required to be. 50' from the well since it was constructed in 1967. Lot 9, Block 8, Rolling Hills View Estates July 8, 1997 Page Two No evidence of a waiver could be found in the files, but some correspondence is in the file concerning the construction of the well. The separation distance between the well and the septic tank does not appear to be a problem as several Health Authority Approvals were issued over the years regarding the well and septic system. All. water quality tests taken since 1975 appear to indicate satisfactory levels of coliform, bacteria and nitrate content. The well is located in the garage under the concrete slab. No log is available on the well, but documentation indicates it is 132' deep. It is cased to the bottom according to the owner of the property. A recent water sample taken from the system indicates the water is free of coliform and other bacteria with less than 1 mg/L of nitrate content. No contamination is resulting from the septic system. The static water level on the well s 12' below the surface. Other wells in the area were checked for static water levels and found to be from 12.7' below the surface to 58.7'. The groundslope in the area is from northeast to southwest. Based on this information it is difficult to determine the hydraulic gradient. The attached Area Map shows the location and static water levels of several of the wells in the subdivision. It also shows the major drainage pattern in the area. The overwhelming argument for allowing the waiver is the lack of contamination in the well water. The septic tank has been within 75' of the well since it was first constructed. No contamination has been noted during that time. We are therefore confident contamination will not result if the new tank is placed an additional 5' from the well for a total of 80'. Previous conversations with Mr. Jim Cross indicated the waiver of the separation distance was a good possibility. We agree with this assessment and request your approval of our waiver request. Sincerely, Michael E. Anderson, P.E. Attachment SKYLINE DRIVE PUMP, CRUSH, BACKFILL AND ABANDON EXISTING TANKS IN PLACE.PLACE NEW 1,250 GALLON SEPTIC TANK 80' FROM WELL. EXISTING CRIB WELL L~)?, 9, BLOCK 8, ~ ROLLING HILLS VIEW EST.~, LOT 8 SITE PLAN SCALE 1" = 40' /.t'tl~ H.L~JON / SOUTH 230.38 g~'6ZZ HI,ON L;'~L; Htnos I / ,~/5~/L:B97 09:13 8947112 SGTECHNICAL ~0'~ 'l~lOi ~i~1~ CT&E Environmental PAGE 04 Atlo~bte Prep AnetySiS in~t P~k_ Unit, IqethOd kimit~ Date Oate 0.100 I1~/t $#18 &5OO-#O~f 10 ~nX 051ZYfg? ~ GRE~R ANCHORAGE AREA BOR:~GH Department of Environmental Quality 3330 C Street Anchorage, Alaska 99503 INSPECTION REPORT ON-SITE SEWAGE DISPOSAL SYSTEM NAME ~¢'-~ ~¢~ ~t"~A~4~'~' MAILING ADDRESS ~/~'~ 7~//O'""~¢~)~d~;~g' PHONE LOCATION F~~ SEPTIC TANK: -,rt, d o ~¢ ?~/¢' ~v¢. DISTANCE /~, FROM WELL MANUFACTURER INSIDE LENGTH NUMBER OF MATERIAL COMPARTMENTS INSIDE WIDTH LIQUID DEPTH LIQUID CAPACITY ¢~¢ GALLONS. LD: '7",4°e DISTANCE FROM WELL ~'~'¢ '~' _ FOUNDATION NUMBER OF LINES / DISTANCE BETWEEN LINES ABSORPTION AREA /¢¢~" SQ. FT. LENGTH OF EACH LINE ~ _~..DEPTH OF FILTER DEPTH: TOP OF TILE TO FINISH GRADE ~'~-'MATERIAL BENEATH TILE~/ IN. ABOVE TILE TOTAL LENGTH NEAREST LOT LINE OF LINES */,~ ~' ~/'/4 TRENCH WIDTH $~/~IN. TOTAL EFFECTIVE IN. WELL: BUILDING FOUNDATION CESSPOOL APPROVED _ CONSTRUCTION --~ ~'~'~)O~--O, DEPTH /~'* NEAREST NEAREST SEPTIC SEEPAGE LOT LINE__ SEWER LINE , TANK-- SYSTEM. OTHER SOURCES DISAPPROVED REMARKS DIS~NCE FROM: DISTANCES: INSTALLED BY: (~~7~/'~ ' SEWER LINE DEPTH: PIPE MATERIAL.~/~T T---"~4'/ LOT SLOPE: REMARXS: DIAGRAM OF SYSTEM G.A.A.B. DEPARTMENT OF ENVIRONMENTAL QUALITY SEWAGE DISPOSAL SYSTE/G -- APPLICATION AND PER/GIT INSTALLATION LOCATION LEGAL DESCRIPTION /~ T ~ INSTALLATION OF: SEPTIC TANK TYPE AND SIZE OF FACILITY TO BE SERVED PINANCED THROUGH SO'L TEST RESULTS /~~s~ ~ COMPLETION DATE ANTICIPATED ----'- --/~:~ SEEPAGE PIT TO BE INSTALLED BY NOTE: THIS PERMIT IS NOT VALID WITHOUT SOIL TEST 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 DISTANCES, REQUIREMENTS FOUNDATION TO SEPTIC TANK-- ~ / I SEPTIC TANK L~ TO NEAREST LOT LINE. WELL TO SEPTIC TANK '~' DRAIN FIELD WATER MAIN TO SEPTIC/~N~K ~ l DRAIN FIELD SEPTIC TANK, /~ DRAIN FielD /~/~ SEEPAGE PIT ~ t , DRAIN FIELD ~? I / ~ ~ ~ I ALSO CONSIDER AREA WEllS. seePaGE PIT //~ / SEEPAGE PIT ~f~g'"~; ., DRAIN FIELD TO RIVER, LAKE, STREAM. 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 INSTALLATION. DIAGRAM OF SYSTEM DESCRIBEDI CERTIFY THATsysTEMI AMisFAMILIARiN ACCORDANcEWITH THEwiTHREQUIREMENTSsAiD CODE. OF GREATER ANCHORAGE AREA ~-~'--'--~/~/BOROUGH O~ANCE NO.-~28-68 AND THAT THE ABOVE KELL ~LKO FRITZ ~?~'ND FOR,S,SEN CONS dO ENGINEERS ANCHO. p~E. PORTLAND' LOS ANGELES o SEATTLE Project Subject Comp ,~[,3~ Dato~ Chkd __ Date Job No. Sbt. MUNICIPALITY OF ANCHORAGE DEPARTMENT OF ENVIRONMENTAL QUALITY 3330 "C" Street, Anchorage, Alaska 99503 - 274-4561 REQUEST FOR APPROVAL OF INDIVIDUAL SEWER and WATER FACILITIES MUNICIPALITY OF ANCHORAGE DEPT. OF HEALTH & ENVIRONM. ENTAL PF, Oi'[C [JObJ klAR 1 19'?'6 RECEIVED 1. Type of Inspection: 2. Property Owner: CM RO VA BENSON, J. David and Theresa FHA . CO N V xx× Mailing Address: McC~ary and Skyline Dr. Eagle RiverOay Phone 3. Name of Buyer: A~IDERSON, Dawavne and Christine 694-2328 Mailing Address: P.O. Box 1120 Santa Maria Dr. Day Phone Eagle River, Ak 4. Name of Lending Institution: Alaska Mutual Savings Bank Mailing Address: P.O. Box 1120 Anchorage~ Ak 99510Phone 274-3561 5. Name of Realtor or Agent: Simone Thompson Mailing Address: EAgle River Office 99577 274-3561 Ex 235 Area Realty--Eagle River, Ak 99577 Phone 694-9555 6. Legal Description: L 9 B 3 Rolling Hills View Estates Location: Eagle River, Ak 99577 7. Type of Facility to be inspected: 8. Water Supply Type of Supply: Corner of McCreary and Skyline Dr. Well and Septic No. Bdrms. Public Utility Individual XX× If Individual, number of dwellings presently served If Individual, depth of well 132 Et. Sewage Disposal System Type of System: Public Utility If Individual, date of installation Individual (on-site) , XXX One EQ-037 (1/74) o 4. 5. 6. e GREATER ANCHORAGE AREA BOROUGH Department of Environmental Quality 3330 "C" Street, Anchorage, Alaska 99503 274-4561 Date Received March l, 1976 Approval requested by: REQUEST FOR APPROVAL OF INDIVIDUAL SEWER & WATER FACILITIES FOR Cony. Time of Inspection Date of Inspection Alaska Mutual Savings Bank Mailing Address: Post Office Box 1120, 99510 Property Owner: J. David Benson Phone: 274-3561 Phone: 694-23 28 Mailing Address: Legal Description: Lot 9 Block 3 Rolling Hills View Estates Location: Corner of McCreary and Skyline Drive Type of facility to be inspected Single Family Well Data: Individual A. Type C. Construction Sewage Disposal System: A. Installed C. Septic Tank: D. Seepage Pit: 1. E. Disposal Field: Distances: A. Well to: Septic tank Nearest lot line B. Foundation to septic tank No. of bedrooms B. Depth D. Bacterial Analysis On-site system B. Installer 1. Size 2. Manufacturer Absorption Area 2. Material Total length of lines 132' , Absorption area , Other contamination "C. Absorption area to nearest lot line , Absorption area , Sewer Lines E0-034 (1/74~ Paom 1 nf twn n~n~ Page 2 of two pages - Re ~t for Approval of Individual ~r &'Water Facilities L~gal 'Description Lot 9 Block 3 Rolling Hills View Estates Comments ~//~/~7- ~-¢.~'~ ~/~, ,/~'~-~,~ ~--- App~Valid for one year from date signed Greater Anchoratcje'7~rea Borough, Department of Environmental Quality DIAGRAM OF SYSTEM certify that th~mation c~¢~in~f'~,~ this request for approval to be a true and accurate repres~'ati.99~ of th~'~e~s~er anz~"wa~er facilities and these facilities are operatin~,,~~tori]~v.~~ /~/ ~ ~F~/ ~ SIGNED /~~~ ~ ~ Date EQ-034 (1/74) / P~ge 2 of two pages - R~ ~st for Approval of Individual ~er & Water Facilities Legal Description 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) Page 2 of t~o pag~es - R( .... ~--' for Approval of Individual Comments ~ i~/~]~-¢~'~ ~' r~/6 ~-~ ~ - 4./~"'~]z]., Approved~ Disapproved Water Facilities Date Approval Valid for one year from date signed Greater Anchorage Area Borough, Department of Environmental Quality DIAGRAM OF SYSTEM I 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) 3330 "C" S~reet, Anchorage, Alaska GREATER ANCHORAGE AREA BOROUGH Department of Environmental Quality' 99503 274-4561 Date Received Time of Inspection Date of Inspection REQUEST FOR APPROVAL OF INDIVIDUAL SEWER & WATER FACILITIES FOR 1. Approval requested Mailing Address: 2. Property Owner: ~'~2~ Mailing Address: ~.k~, 4. Location: (7~-~. 5. Type of facility to be inspected No of bedrooms 6, B. Depth Well Data: Q~ A. Type _.~ ~ ~ ~) C. Construction D. Bacterial Analysis Sewage Disposal System: ~.~_~k,,, '~/LA /~_/z..~/t..c:t-,,, A. Installed d ~:-~'. C. Septic Tank: D. Seepage Pit: B. Installer 1. Size /~ 2. Manufacturer 1. Absorption Area 2. Mater~ial E. Disposal Field: Total length of lines 8. Distances: A. Well to: Septic tank , Absorption area , Sewer Lines Nearest lot line , Other contamination B. Foundation to septic tank , Absorption area C. Absorption area to nearest lot line E0-034 (1t74) Paae 1 of two Daaes GREATER ANCHORAGE AREA BOROUGH Department of Environmental Quality 3330 "C" St., Anchorage, Alaska 99503 274-4561 REQUEST FOR APPROVAL OF INDIVIDUAL SEWER & WATER FACILITIES 1. Type of Inspection: 2. Property Owner: Mailing Address: 3. Name of Buyer: Mailing Address: CMRO VA James C. Thurmond FHA CONV x P.O. Box 848 Eagle River,AK. Day Phone 694-9264 J. David and Theresa A. Benson Anchorage,Ak. %425 G Stmeet Suite 900 Day Phone none 4. Name of Lending Institution: Mailing Address: Pouch 7-010 Anchorage, Ak. 5. Name of Realtor or Agent:Jack White Company Mailing Address: 3201 c Street Anchorage Alaska National Bank Phone 277-5511 Phone 277-1553 Legal Description: Lot 9 Blk. 3 Rolling Hills View Estates L 0 c a t i o n: Easle River 7. Type of Facility to be inspected: Home 8. Water Supply Type of Supply: Public Utility Individual If Individual, number of dwellings presently served If Individual, depth of well 130~ft. 9. Sewage Disposal System Type of System: Public Utility If Individual, date of installation No. Bdrms. 4 Individual (on-site) Prior to 1971 EQ-037 (1/74) GREATER ANCHORAGE AREA BOROUGH Department of Environmental Quality 3330 "C" Street, Anchorage, Alaska 99503 274-4561 Date Received Time of Inspection Date of Inspection REQUEST FOR APPROVAL OF INDIVIDUAL SEWER & WATER FACILITIES FOR Conv. 1. Approval requested by: Mailing Address: 2. Property Owner: Mailing Address: Jack White Company - ATTN: Robert Johnnie Phone: Jim Thurmond Phone: 4626 Thompson #1 Anchorage, Ak. 3. Legal Description: Lot 9, Block 3, Rolling Hills VieW Estates 4. Location: Skyline Drive 5. Type of facility to be inspected 6. Well Data: A. Type Individual SFD B. Depth No. of bedrooms 4 135' C. Construction 6" Drilled Sewage Disposal System: A. Installed C. Septic Tank: D. Seepage Pit: E. Disposal Field: D. Bacterial Analysis 1967/1975 B. Installer Wallace/Self l. Size 500 + 1000 g~.lManufacturer Steel 1. Absorption Area Existing 2. Material Total length of lines Seepage trench - 16' Satisfactory Distances: A. Well to: Septic tank Nearest lot line B. Foundation to septic tank 75' , Absorption area , Other contamination , Absorption area C. Absorption area to nearest lot line lOO'+ Sewer Lines E0-034 (1/74/ Pan~ 1 n~ fwn nan~c 4.1 ~577 Leg S~mi~aria~ Sanitarian REALTORS® Department of Health and Social Services Public Health Division Environmental Health Section 338 Denali Street,' Room 212 MacKay Building Anchorage, Alaska 99501 19 March 1976 To Whom It May Concern: This letter constitutes a waiver regarding the well located on Lot 9, Block 3~ Rolling Hills View Estates sub- division in Eagle River. This property is currently in the name of J. Daid and Theresa A. Benson; however, this same property has been sold to Dwayne L. and Christine L. Ander- son. During the course of a recent water sample collection procedure, Mr. Fred Beatty of your offices, stated in his report that ~a 12" extension pipe with a sanitary cap would be required for placement on top of the existing well. This well is located within the attached garage of the property in question. The well top is capped and cemented over at garage floor level. The possibility of foreign materials falling into the well casing is extremely remote. If Mr. Beatty's identified requirement is enforced by your offices, vehicle access to the heated garage is eliminated, since the 12" extension will then block an automobile from entry. There is now adequate protection of the well casing as previously mentioned. Based upon this information, it is therefore requested that waiver of Mr. Beatty's finding be approved. Associate AREA, INC. REALTORS 1~3300 "C" Street Anchorage, Alaska 99503 (907~ 279-7571 [] Star Route A, Box 74 Palmer, Alaska 99645 (907) 745-4334 [] ParkGate Building Eagle River, Alaska 99577 (907) 694-9555 or 694-2292 r~