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HomeMy WebLinkAboutFIRE LAKE HEIGHTS LT 2 GRID N W454 Adjoining Poge No, Adjoining Tax Book No. Municipality of Anchorage Page / .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: Soo P~-~:~s-~' PIDNumber: o~-/- ~-/-~7 Name: Wastewater System: D New ~p,~r~ ~1~15 ~ ~d~,.,: ABSORPTION FIELD No. of Bedrooms: Phone: ~-~ ~ ~ ~DeepTrench ~ Shallow Trench ~Bed ~Mound ~Other LEGAL DESCRIPTION so, Rating: Total Depth from original grade: Subdivision: 3epth to pips b01lom from original grade: Gravel depth beneath pipe Block: ~/~ ~C E~I~H?~ ~' Ft. ~ Ft. Lot~ ~ -- Fill added above original grade: ~ravel length: Townahlp: ~ Range: Section: /~ ~1~ ~C, ~( ~ Ft, ~ Ft. Number of llnea: Distance ~tw~n lines: WFI I , D New ~1~ ~ Upgrade oravel~: ~ID~ ~ .L / /~ FL Clasaificatlon (Private, A,B,C): Total Depth: Caeed To: Total absorptto~ area: PI : ~ 5 ~ ~/~ Et. Ft. / ~;¢,,5 . ~o SQ. Et. Date installed: Driller: Date Drilled: StatlcWaler Level: Installer: Yield: ~ Pump Set at: Casing Height Above Oround: TAN K GPM Ft. Ft. SEPARATION DISTANCES ~ septic ~ Ho~d~ng ~ S.~.E... To Septic Absorption Lift Holding ~Private Manufacturer: C~paclty tn gallons: From Tank Field Station Tank Sewer Lines ~/~/~ · ~ /~5~ Material: Number of ~mpartments: s.rf.c. F/Z W/~ ~/~ ~/~ ~/~ LIFT STATION Water Size In gallons: Manufacturer: Lot ~ Drain BENCH MARK Remarks: UP~D~ ~ ~ Location and Description: Assumed Elevation: ENGINEER'S SEAL inspections performed by: /~/:.~- ' Dates:lst /~ Department ot Health and Human Services approva~ m~, ~4~...... 72-013 (1/91) MOA 25 Permit No. $W920358 Page 2 Municipality of Anchorage DEPARTMENT OF HEALTH AND HUMAN SERVICES ENVIRONMENTAL SERVICES DIVISION of_ 2 P.O. Box 196650 · Anchorage, Alaska 99519-6650 · Telephone: 343-4744 On-Site Wastewater Disposal System and/or Well Inspection Report Legal Description: Fire Lake Heiqhts Lot 2 PID No.: 051-351-27 S 89°56'0' E 204,95 NEW 1,250 GAL WELL TANK S 89'56'0' E 205.03 ~LEVaTIBNS. (NOT TD SCALE) TUP DF CONCRETE ~TEP AT REAR SIAIRWAY ASSUMED ELEV = 100,00' ORIGINAL - ~0 96 95.9' I I SCALE SWING TIES A-C = 15' B-C = 12,3' A-D = 19,9' B-D = 17,4' A-E = 21.4' B-E = 18,8' a-F = 22,7' B-F : 19,8' A-G = 56' B-G = 47.4' A-H = 58,7' ]3-FI = 49,6' A-! = 61,6' B-I = 57,4' A-J : 41.2' B-d = 41,6' A-K = 41' B-K = 41,6' 1" =40' TEST HOLE MONITOR TUBE SEWER CLEANOUT WELL PROPOSED LEACHFIELD EXISTING LEACHFIELD EASEMENT ENGINEER'S SEAL t~~' ..' -"~.7 ~,~, ..' a .. ~ .. ~ % Louis A. Butera ~'.. CE 6736 m".. ...':~ 72-013 A (2/91) MOA 25 LFIT 3 LET 4 NO WELL +200' SEPTIC +50' []LIVIA DRIVE S 89'56'0' E 204,95 ' 15'. LIqT 2 I I WELL I LBT 5 205~3 NO WELL ON LOT ~ - TEST HOLE · - MONITOR TUBE o - SEWER CLEANOUT ~ - WELL ~- PROPOSED LEACHFIELD NO SURFACE WATER +100' mlr,',::n- EXISTING L~CHFIELD NO KNOWN CURTAIN DRAINS EASEMENT SEPTIC SITE PLAN LEGAL: LOT 2, FIRE LAKE HEIGHTS OWNER: CHRIS SWARTZ ContrActor: N/A JOB ~ 92-~681 BATE. ~0/~5/921 SCALE 1"= 40' EAGLE RIVER ENGINEERING SERVICES '~{..., ,,;:-' P.O. Box 773294 EACLE RIVER, AK. 99577 (907) 694-5195 FAX: (907) 694-3297 REVISED 10/15/92 PAGE 1 OF 1 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:SW920358 DESIGN ENGINEER:EAGLE RIVER ENGINEERING SERVICES OWNER NAME:SWARTZ CHRISTINE OWNER ADDRESS:P.O. BOX 771416 EAGLE RIVER, ALASKA 99577 PARCEL ID:05135127 LEGAL DESCRIPTION: FIRE LAKE HEIGHTS LT 2 DATE ISSUED: 10/21/92 EXPIRATION DATE:10/21/93 LOT SIZE: 36898 (SQ. FT.) NUMBER OF BEDROOMS: 4 THIS PERMIT: 1 THIS PERMIT IS FOR THE CONTRUCTION OF: DISPOSAL FIELD /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: R .C .IVED BY: Louis Butera, P.E. Registered Civil Engineer October 16, 1992 John Smith, P.E. Manager, On-Site Services Municipality of Anchorage P.O. Box 196650 Anchorage, AK 99519 Re: Fire Lake Heights, Lot 2 Narrative Dear Mr. Smith: The proposed one bedroom septic upgrade will have very limited impact on adjacent properties for the following reasons: 1. The area has large lots allowing sufficient room for septic sites. 2. Immediate neighboring septic systems are all +30' distance. 3. Reserve space is adequate, due to absorption capacity. 4. Drainage will not be effected and is not a major consideration in our design. If you have any questions please call our office at 694-5195. Sincerely, Louis Butera, P.E. P.O. Box 773294 · Eagle River, Alaska 99577 · Telephone (907) 694-5195 · Fax (907) 694-3297 LEGAL: RECEIVED OCT 1 ~v~,~l~nlcipality of Anchorage SPECIHCATIONS FOR ON-SITE SEPTIC ~..o I~'d. Health & Human Services LOT 2 FIRE LAKE HEIGHTS GENERAL 1. The well and septic plan are for a single family residence only. 2. The drawing and or site plan shall be a part of this specification. 3. All materials and workmanship shall meet the Anchorage Department of Health requirements. 4. All soil tests are 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 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. TRENCH 1. The trench is to follow the natural land contour to maintain uniform total depth of the trench bottom. 2. The bottom of the trench shall be level, plus or minus 1.5". 3. The total depth of the trench excavation is not to exceed 10' with relation to ground at monitor tube. 4. The sewer line is to join the existing sewer line that leads from the existing trench. 5. The trench gravel is to be covered with typar fabric material. 6. Soil or combination of soil 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 finish 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 LEACHFIELD DIMENSIONS: TOTAL DEPTH = 10' GRAVEL DEPTH = 5' TRENCH LENGTH = 20' TRENCH WIDTH = 3' SOIL RATING = 0.8 GPD/FT2 BEDROOM CAPACITY = 4 total SEPTIC TANK SIZE = 1,250 GALLONS NOTE: Remove and properly dispose of existing 1,000 gallon steel tank. Twenty-four (24) hours notice required for all inspections. LOT 3 NO WELL +200' OC~" '~ 6 ,~,,jy.T 4 SEPTIC +50' OLIVIA DRIVE ,,. S 89'56'0' E ~04,95 I I - g ~ .,,X /// /~ NEW LaSO GAL, TANK , t LET 5 WELL I 6/. I NO WILL 205~3 NO WELL ON LOT ~ - TEST HOLE · - MONITOR TUBE o - SEWER CLEANOUT ~ - WELL JlIIHIHIL- PROPOSED L~CHFIELD NO SURFACE WATER +100' m',',v, xn- EXISTING L~CHFIELD NO KNOWN CURTAIN DRAINS EASEMENT S E P T I C S I T E P LA N LEGAL: LOT 2, FIRE LAKE HEIGHTS ~.... OWNER: CHRIS SWARTZ ~.' ~ ~. CONTRACTOR: N/A "'":'"'~~ ..... ~" JOB ff 92-~661 DATE: 10/15/g21 SCALE 1" = 40' ~~~"~ ENGINEERING SERWCES ~,~:'. c,:-~,'z',~ ¢.~ r EAGLE RIVER '~.~'.. P.O. Bo~ 773294 EAGLE RIVER, AK. 99577 (907) 694-5195 FAX: (907) 694-3297 EAGLE RIVER ENGINEERING SERVICES P. O. Box 773294 EAGLE RIVER, ALASKA 99577 Phone 694-5195 Fire Lake Heiqhts Lot 2 92-168.cal SHEET NO. OF CALCULATED BY r,.R. DATE ~/q5 __ SCALE._ One Additional Bedroom !bedroom = 150 GPD Dept. Health $, Human 8ervloe. Percolation rate = 5.3 min/inch; Deep trench application rate = 0,8 GPD/ft: Add 1 bedroom to existing system at 150 GPD/bedroom Additional square feet of absorption area:required: 1 BR = 150 GPD/BR + 0.8 GPD/fl: = 187.5 square feet Use 5' gravel below pipe Length of trench = 187.5 ft:/10' = 18.75 feet Use 20' trench Trench dimensions: Depth of gravel = 5' Length = 20' Width = 3' Municipality of Anchorage DEPARTMENT OF HEALTH & HUMAN SERVICES 825 "L" Street, Anchorage, Alaska 99502-0650 SqlLS LOG -- PERCOLATION TEST Dep R'' OCT 1 6 1992 Jnlcipality of Anchorage :. Health & Human Services PERFORMED FOR: ~/~/'/~/~[ ~V/~-."r'~.- LEGAL DESCR~,T~ON: //~-~ L~I/~ ffrs, ~ Z. 1 2 3 4 5 6 7 8 9 10 11 t2 13 14 15 16 17 18 19 Township, Range, Section: SLOPE SITE PLAN WAS GROUND WATER ,~., ENCOUNTERED? S IF YES, AT WHAT ~) DEPTH? ~A'~/4 P E Depth lo Water After Monitoring? ~ Dire: /O/~e/f~ Gross Net Depth to Net Reading Date Time Time Water Drop 5O A IZ. . 3:ql - 20 - ':' "~' ::'~;'~;~:"PERCOLATION RATE Z~, ~ (minutes/inch) PERC HOLE DIAMETER TEST RUN"ETWEEN &' FTAND N' £ F~ PERFORMED BY: CERTIFY THAT THIS TEST WAS PERFORMED IN ACCORDANCE WITH ALL STATE AND MUNICIPAL GUIDELINES IN EFFECT ON THIS DATE. DATE: 72-008 (Rev. 4/85) I MUNICIPALITY OF ANCHORAGE  DEPARTMENT OF HEALTH & ENVIRONMENTAL PROTECTION I ENVIRONMENTAL ENGINEERING DIVISION 825 L Street- Anchorage, Alaska 99501 Telephone 264-4720 - ON-SITE SEWAGE DISPOSAL SYSTEM AND/OR WELL INSPECTION REPORT NAME IPRONE ,~ NEW MAILING ADDRESS LEGAL DESCRIPTION LOCATION NO. OF BEDROOMS Well ~/~ Absorption area Dwelling i PERMIT NO. ~ Material NO. of compare,ts  Manufacturer ~ ~'r~ ~ ~ ~ Liq. capacit¢in gallons Inside length Width Liquid depth /~OO IF HOMEMADE: ~ ~Oz~ ~ DISTANCE TO: Well ~/~ Dwelling PERMIT NO. O z ~ Manufacturer I '/~ ¢ ~ate}ia~ .... Liquid capacity in gallons ~ Well Foundation Nearest lot line / PERM~NO. ' DISTANCE TO: ~/~ ¢O'¢ . Distance betw~j~ ' ~ ;~ Nc. of lines /----~;n~,*l~feac~/., Total length of line, -- Trench width Top of ~ ~ f~isb grade Material beneath tile %tal effective¢~bso~tion area Length Width Depth PERMIT NO. ~ ~ Type of crib Crib diameter Crib depth Total t]ffective absorption area ~ Well ~--~ ~uilding foundation Nearest lot line ¢ DISTANCE TO: ~ C~, ~ O~ ~ ~ Depth Driller Distance. to lot line PERMIT NO. ~ Building foundation Sewer line Septic tank Absorption area(~ ~ DISTANCE TO: OTHER PIPE MATERIALS SOIL TEST RATING IHo~/~ I NSTA L LER REMARKS- V ¢ - ,"' [ . .. - APP O CE~ D~ LEGAL 72- ~ ON--S I TE PERMIT NO. < 820??6 > APPLICANT LOCATION LEGAL r.lUr- T ~ -r PAL T T'v' E~F RNd:HOF;~'-.R6E E:,EPRRTMENT P'- HEALTH AND ENVIRONMENTAL '"~OTECTTON 825 STREET., RNCHORRGE~ AK. 9. 264-4720 SEWER PERM I T LINDR PARKER L2R FIRE LAKE HTS PO BOX 1465 E.R. 995'77 694-2636 LOT SIZE 999999 SQUARE FEET TYPE OF SOIL ABSORPTION SYSTEM IS: TRENCH MAXIMUM NUMBER Of BEDROOMS SOIL RATING THE REQUIRED SIZE OF THE SOIL ABSORPTION SYSTEM IS: DEF'T| := 10 LENGTH= 35 GRAVEL DEPTH= THE LENGTH DIMENSION IS THE LENGTH (IN FEET) Of THE TRENCH OR DRAINFIELD. THE DEPTH OF R 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 OUTFRLL PIPE AND THE BOTTOM OF THE EXCAVATION (IN FEET). REQUIRED SEPTIC TR~-~- SIZE= 1000 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 ;~ INSPECT IONS ARE REQLI I RE[~ BACKFILLING OF ANY SYSTEM WITHOUT FINAL INSPECTION AND APPROVAL BY THIS DEPARTMENT WILL BE SUBJECT TO PROSECUTION. MINIMUM DISTANCE BETWEEN R WELL AND ANY ON-SITE SEWAGE DISPOSAL SYSTEM IS i00 FEET FOR R PRIVATE WELL OR 150 TO 200 FEET FROM R PUBLIC WELL DEPENDING UPON THE TYPE OF PUBLIC WELL. MINIMUM DISTANCE FROM R PRIVATE WELL TO R PRIVATE SEWER LINE IS 25 FEET AND TO R COMMUNITY SEWER LINE IS 75 FEET. OTHER REQUIREMENTS MAY APPLY. SPECIFICATIONS AND CONSTRUCTION DIAGRAMS ARE AYAILABLE TO INSURE PROPER INSTALLATION. PER~I I T E,~P I RES DECEMBER I CERTIFY THAT 1: I RM FAMILIAR WITH THE REQUIREMENTS FOR ON-SITE SEWERS AND WELLS RS SET FORTH BY THE MUNICIPALITY OF ANCHORAGE. 2: I WILL INSTALL THE SYSTEM IN ACCORDANCE WITH THE CODES. 3: I UNDERSTAND THAT THE ON-SITE SEWER SYSTEM MAY REQUIRE ENLARGEMENT IF THE RESIDENCE IS REMODE~D TO INCLUDE MORE THAN ~ BEDROOMS. APPLICANT LINDA PARKER IgSIJEDBY_~__J~~ __DATE__ ~ ~ V4.0 [] SOILS LOG MUNICIPALITY OF ANCHORAGE DEPARTMENT OF HEALTH AND ENVIRONMENTAL PROTECTION 825 L, Street, Anchorage, Alaska 99501 264-4720 SOILS LOG - PERCOLATION TEST DATE PERFORMED FOR: [] PERCOLATION TEST 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19- 20- SLOPE SITE PLAN IF YES, AT WHAT DEPTH? Gross Net Depth to Net Reading Date Time Time Water Drop PERCOLATION RATE (minutes/inch) COMMENTS TEST RUN BETWEEN 72-008 (6/79) FT AND -- FT - ,,/ PERMIT NO. 825 "L" STREET, ANCHORAGE, AK. 99501 264-4720 I~IELL PERI'I I T ( 820964 ) APPLICANT LOCATION LEGAL LINDA PARKER L2 FIRELAKE HEIGHTS 5724 LUCAS E.R. 99577 LOT SIZE B94-~62~ 999999 SQUARE FEET 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 THE DEPARTMENT WITHIN 30 DAYS OF THE WELL COMPLETION. OTHER REQUIREMENTS MAY APPLY. SPECIFICATIONS AND CONSTRUCTION DIAGRAMS 8RE AVAILABLE TO INSURE PROPER INSTALLATION~ F'ERM I T EXP I RI;'S DECFI'-IBFR _--~:'! .. :'1,, %::~8-'::' I CERTIFY THAT :il: I AM FAMILIAR WITH THE REQUIREMENTS FOR ON-SITE SEWERS AND WELLS 8S SET FORTH BY THE MUNICIPALITY OF ANCHORAGE. 2: I WILL INSTALL THE SYSTEM IN ACCORDANCE WITH THE CODES. _.I L~NEC ........ ~ ..... RF'F'L I CRNT LIND8 PARKER ISSUED BY ~ __DATE .... V4. 0 IV]-W DRILLING, Inc. ~.0. Box 4-1224 · 1310C International Airport Road (907) 274-4611 ANCHORAGE, ALASKA 99509 DRILLING LOG Well Owner__ L_ynda Parker ....... Use of Well_ Location (address of: Township, Range, Section, if known; or distance main road Lot 2 Fire Lake Subdivision Size of cas~ng_ _5__ Depth of Itole_ ]_l.& .... feet Cased to_ 'LLS.. P-9 feet Static water level_ 97 ___ft. (¢¢bXCC~X (below) land sm'face. Finish of well (check one) open end Screen ( ); Perforated ( ). Describc screen or perforation_. Nrta2__ Well pumping lest ab_~l_[L.gallons per (txmz) of drawdown from static level. Date of completion 0£_LOJ2~] 982 ..... (minute) for_ __1 . hours with - 10fl% - ~k WELL LOG l)epth in feet from Lq'otto(1 Slll'face Give details of formations penetrated, size of material, color and hardness _C~s ins s t ickup Organics __ Bio~ _silLy gravel .... 2m~l de_~ ............................................ 1 CUS-I'OMER . MUNICIPALITY OF ANCHORAGE DEPARTMENT OF HEALTH AND ENVIRONMENTAL PROTECTION DIVISION OF ENVIRONMENTAL HEALTH CERTIFICATE OF INSPECTION FOR HEALTH AUTHORITY APPROVAL OF ON-SITE SEWER AND WATER FACILITY 264-4720 Application Date ~:"~//~/~ ~ 1. GENERAL INFORMATION (a) Loc~ation (address or directions) i!; ;:::: '~' ::~ii{b) APPhcant Name Legal Description (include I,ot, bloc~, subdivision, section, township, range) , ! 3hone: Home ~~:~o°~- ~'r4~',~ Business ........... ~ ...... i~nlain OF RESIDENCE Number of Bedrooms WATER SUPPLY Individual Well ~' Community CI Public [] Note: If community well system, must have written confirmation from the State Department of Environmental Conservation SEWAGE DISPOSAL OnsiteJ~ Public [] Community [] Holding Tank [] Note: If community well system, must have written confirmation from the State Department of Environmental Conservation attesting to the legality and status. at, testing to the legality and status. Page 1 of 2 72-025 (11/84) ENGINEERING FIRM PROVIDING INSPECTIONS, TESTS, FILE SEARCH, DATA AND INFORMATION As certified by my seal affixed hereto and as of the validation date shown below, I verify that my investigation of this Health Authority Approval shows that the on-site water supply and/or wastewater disposal system is safe, functional and adequate for the number of bedrooms and type of structure indicated herein. I further verify that based on the information obtained from the Municipality of Anchorage files and from my investigation and inspection, the on-site water supply and/or wastewater disposal system is in compliance with all Municipal and State codes, ordinances, and regulations in effect on the date of this inspection. Name of Firm Telephone $ & S En~ineering Address Date Eagle River, =In~"-- ',,~, ,~.--/~'~ ~ ~ The Muncipality of Anchorage Department of Health and Environmental Protection (DHEP) issues Health Authority Approval certificates based solely upon the representations given in paragraph 5 above by an independent professional engineer registered in the State of Alaska. The DHEP does this as a courtesy to purchasers of homes and their lending institutions in order to satisfy certain federal and state requirements. Employees of DHEP do not conduct inspections or analyze data before a certificate is issued. The Municipality of Anchorage is not responsible for errors or omissions in the professional engineer's work. , Page 2 of 2 '~2-025 ( 11/84) MUNICIPALITY OF ANCHORAGE (MOA) HEALTH AUTHORITY APPROVAL (HAA) CHECKLIST- FEBRUARY '1984 264-4720 Legal Descrip?,on f-. WELL DATA Well Classification --~l Well Log Present (~.N~ Total Depth ~_ [ ~ ~ Cased Static Water Level Casing Height Above Ground Electrical Wiring in Conduit Separation Distances from Well: To Septic/Holding Tank on Lot To Nearest Edge of Absorption Field on.l~ot To Nearest Public Sewer Line ~l~ ~.__ Cteanout/Manhole Water Sample Collected by Water Sample Test Results If A, B. C, D.E.C. Approved (Y/N) Date Completed [O- -'''- - r~'~- Yield Depth of Grouting '~"- Pump Set At Sanitary Seal on Casing Depression Around Wellhead,~') Comments ; On Adjoining Lots ~3~~''' ; On Adjoining Lots To Nearest Public Sewer To Nearest Sewer Service Line on Lot /YE ~ ;Date B. SEPTIC/HOLDING TANK DATA Date Installed ~-.~,,'~;~-'-- Size ~(~ No. of Compartments ~ Standpipes {~J~ Air-tight Caps(~l/,J~ Foundation Cleanout ~/,N'~_ Depression over Tank.~ Pumping/Maintenance Contract on File (Y/N) ., Holding Tank High-Water Alarm (Y/N) /J~' Separation Distances from Septic/Holding Tank: To Water-Supply Well ~,~C3 ~ To Property Line ~.c>~ 4- To WaterM.-J~,/~arvice Line ~ (~t ~ ~ Date Last Pumped ~'~/~ J"&'- ;for Temporary Holding Tank Permit (Y/N) '~,~ To Building Foundation To Disposal Field Course To Stream, Pond, Lake, or Major Drainage Comments Page 1 of 2 72-026(11/84) C. ABSORPTION FIELD DATA Soils Rating in Absorption Strata Date Installed .C_.,.~_~¢;::,~--~ ,~ Width of Field ~ ~4 Square Feet of Absorption Area Depression over Field ~ Results of Last Adequacy Test Separation Distance from Absorption Field: To Water-Supply Well ~. ~'~C> ~ ~- To Building Foundation ~-ot Lot To Wate~,c, CService Line Type of System Design Length of Field .~ ~:~ ! Depth of Field ~.(~ Gravel Bed Thickness L~I Standpipes Present ~ Date of Last Adequacy Test To Property Line To Existing or Abandoned System on ; On Adjoining Lots -~'~1 To Cutbank lif present) To Stream/Pond/Lake/or Major Drainage Course To Driveway, Parking Area, or Vehicle Storage Area Comments D. LIFT STATION Date Installed Size in Gallons "Pump On" Level at High Water Alarm Level at Tested for Electrical Codes (Y/N) Dimensions Manhole/Access (Y/N) "Pump Off" Level at Vent (Y/N) Pumping Cycles during Adequacy Test. Meets MOA Comments ** Check Permitted Bedroom Rating Against HAA Request ** I certify that I have checked, verified, or conformed to all MOA and HAA guidelines in effect on the date of this inspection. Date MOA No. Signed SRB 196x Company Receipt No. Date of Payment Amount: Page 2 of 2 72-026 (11/84) APPLI( NT FILLS OUT UPPER HA~. ONLY Phone Property ow.er Buyer ~ ~( Address ~ Zip Code Phone Lending Institution Address ~ <~,, ~ ,~.,~'~'. Zip Code Realty Co. & A~nt {. ~/..) Phone Address Zip Code Ty~ ~est~nce ~ Single Family ~ Multiple Family No. of Bedroo~ ~ Other ~lndivldual A~ACH WELL LOG. A wal Icg is required for all wells drilled since June 1975. ~ Community For wells drilled prior to that date, give well depth (attach log if available). ~ Public Utility Se~er ~posal ~na~v~uu~ ~ Public Utility When Connected to Public Utility: ~ Holding Tank NOTE: THE INSPECTION FEE MUST ACCOMPANY EACH RE~EST BEFORE ~OCESSING CAN BE INITIATED. Time Time Time Time Date U Date ['!'?T C' ?." r'~ ", gECEI ED (~) APPROVED BEDROOMS 'CONDITIONS OF APPROVAL ( ) DISAP~OVED ( ) CONDITIONAL APPROVAL* D~TE I~'~1~ Soils Rating Date ~wer Installed Well To Absorption Area We~I Log Received ~ --~ ~ Well to Tank Septic T~k Size 72.023 (31~) DEPT. OF ENVIRONMENTAl, CONSERV~kTION SOUTHCEN TRA L REGIONAL OFFICE MUNICIPALITY OF ANCHORAGE ENVh ,~! f,,A.; ,o L: ; ,I RECEIV .D JAY S. HAMMOND, 6OVERNOR 437 £. Street SECOND FLOOR [] ANCHORAGE, ALASKA 99501 (907) 274-2533 P.O. BOX 515 [] KODIAK, ALASKA 99615 (907) 486-3350 P.O. BOX 1207 [] SOLDOTNA, ALASKA 99669 (907) 262-5210 [] P.O. BOX 1709 VALDEZ, ALASKA 99686 (907) 835-4698 P.O. BOX 1064 [] WASILLA, ALASKA 99687 (907) 376 5038 August 20, 1982 Dept. of Health & Environmental Protection 825 L Street Anchorage, AK 99501 ATTENTION: Les Bucholtz Dear Mr. Bucholtz: There are substantial deficiencies in the Carol Creek Community water system which will require a major rework to correct. Needless to say this department cannot give health approval for the Carol Creek Community water system in its current state. If you have any questions feel free to contact me at this office. Sincerely~, MM/er cc: Alice Bowles P.O. Box 302 Eagle River, AK 99577 Mike Mathews Environmental Field Officer 18-09LH