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Home My WebLink AboutVALLI VUE ESTATES #2 BLK 6 LT 13Onsite File u · GREAI'ER ANCHORAGE AREA Bok JUGH ~ Department ;~3E0n~irs~2;ntal Quality Anchorage, Alaska 99503 INSPECTION REPORT ON-SITE SEWAGE DISPOSAL SYSTEM SEPTIC TANK,,~,,~,~ ~ DISTANCE ~/~ ' ,,'"- . ~-.'~ FROM WELL~/' M AN U FACT U R E R~-")~C'~<~V' ~'~' MATERIAl INSIDE LENGTH /;2~ INSIDE WIDTH LIQUID DEPTH NUMBER OF / COMPARTMENTS / LIQUID CAPACITY /~ GALLONS, SEEPAGE PIT: / NUMBER Of Pits / DIAMETER OR WIDTH ~ , LINING MATERIAL ~- CRIB SIZE: DIAMETER BUILDING FOUNDATION2/; ,~ NEAREST LOT LINE /;? /. LENGTH~(~, DEPTH DEPTH DISTANCE FROM: WELL ~ ~ . TOTAL EFFECTIVE ABSORPTION AREA (WALL AREA) , , SQ. FT. ADDITIONAL ABSORPTION WELL: TYPE ~ . ~-~-~ CONSTRUCTION / ~ BUILDING NEAREST FOUNDATION __ LOT LINE NEAREST SEWER LINE DEPTH DISTANCE FROM: SEPTIC SEEPAGE TANK SYSTEM CESSPOOL OTHER SOURCES APPROVED DISAPPROVED REMARKS DISTANCES: INSTALLED b Y: c~'~ ~ ~C~ ~-~ ~ LOT SLOPE: ~C ~0 /~/] REMARK5: DATE DIAGRAM OF SYSTEM APPROVED (/~ ~ //~0 G~.A.B. ORe/' '~R ANCHORAGE ~D-'ID' ~ PERMIT NO. DEPARTMENT~OF ENVIRONMENTAL QUALITY $£WAGE DiSPOSaL SYSTEM -- APPLICATI~A~D PERMIT LEGAL DESCRIPTION ~0~/~ /''~ '~ TYPE AND ~IZE OF FACILITY TO BE SERVED SOIL TEST RESULTS ~OMPLETION DATE ANTICIPATED SEEpagE PIT ~ , DRAIN FIELD ., OTHER . TO BE INSTALLED BY NOTE: THIS PERMIT IS NOT VA'ID 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, REQUJ~£MENTS FOUNDATION TO SEPTIC TANK ~'~ t FOUNDATION TO SEePAGE'J~I~r SEPTIC TANK TO SEEPAGE ~L ~ SEpTiC TANK ~ ~1 SEEPAGE PIT TO NEARES~LOT LINE. DRAIN FIELD SEPT{C TANK, Cb r , SEEPAGE PIT · DRAIN FIELD SEEPAGE AREA SIZE SEEPAGE PIT aLSO CONSIDER AREa Wel~. SEEPAGE PiT ¢ TYPE DIAGRAM OF SYSTEM CAST I~ON 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 ~EPTIC TANK AND SEEPAge PIT FITTED WITH AIRTIGHT REMOVABLE CAPS. NO. 28-68 AND~.~'HAT THE ABOVE REATER ANCtlORAG£ AREA BoROUun ~ Performed for Legal Descri p~-6}~ lhis form reports: Soils log _~./" Department of Environmental Quality 3330 "C" Street Anchorage, Alaska 99503 SOILS I,OG PEROI,ATION TEST Date Perfonm~d Percolation Lest Depth Feet 1 3- 7- 8- 13- uJ-S O too 14- Was ground water encountered? If yes, at what depth? Reading Date Gross Time Net Time Percolation rate mnute. Depth to Water Net Orop -Proposed 'installation: Seepage Pit Drain Field Depth of I~t, _ t . [~eptl~-6--b-oX-t~n-b~--pit~or tr~nch +_,____~_ .................... ~¢orme, ~:~ ~~ Certified By~ Date:_{ EQ 040 (6/74) GREATER ANCtlORAGE AREA BOROUGii: Department of Environmental Quality 3330 "C" Street Anchorage, Alaska 99503 SOILS LOG PEI~.OI,ATION 'FI']ST Perforaled for /~, ~'~t~-¢_¢'~'/ .... ~ Legal Uescrip~-i-oh? -~-:~-'--~-~ ~ ~ '~ This form reports:-~So~ lo~ .~ Depth Feet 6~ Percolation test 10 -:.,--4~-~ '~ ?op ]2- 13- If yes, at what depth? Reading Date Gross Time Net Time Depth to Water Net Drop Percol ati o~Fa~-e-- -- ~ ....... i~[i-nu t e-.~ .... , -Proposed installa~q-o-n-:--~-~.qe Pit Drain Field Depth of Inlet '. DeptlS-~-o'~6~t~a~oY-i, it or t~re~h N(HI,S IA)ti I~I';ROI,/VI'IOr Ti';NT |his to~'111 reports: Del) Feet 1 3 - 5-- 8 Percolation Le ~J-t ................ /C/o yes, at wnac deuLh? i?a__dil]~ ........ t/~at_e__ Gross Time Net l'ime __l_OepU'l to Water 'let iJrey Porcol ali on Pa [e mi nute, Prul]osed installaZiGi'~: '~)~ge Pit urai Fi.lo tJcdLll of Inlet , Depth t~ bo~toal,oF ~it or [r'euch r.3b7 8• e Municipality of Anchorage i On-Site Water and Wastewater Program z 9 a r.:11/11 (907) 343-7904 11ZOIC 2. va . SpiCertificate of On-Site Systems Approval 6 8 Lg Parcel I.D. 015-311-50 Expiration Date: I 31 — 17 1. GENERAL INFORMATION Complete legal description Valli Vue Estates #2 Block 6 Lot 13 Location (site address) 6751 Round Tree Drive Current Property owner(s) Floyd Smith Day phone Mailing address 6751 Round Tree Drive Real Estate Agent Day phone 2. TYPE OF DWELLING: Single Family (w/wo ADU) ❑ Duplex ❑ Multiple Dwellings (Single Family and/or Duplex) 3. NUMBER OF BEDROOMS: 5 4. TYPE OF WATER SUPPLY: TYPE OF WASTEWATER DISPOSAL: Individual Well ❑ Individual El Individual Water Storage ❑ Holding Tank ❑ Community Class A Well Community ❑ Public Water System ❑ Public Sewer ❑ WaiverNariance request for: Distance: Received b�1i ` st " 1 k QV Date: I� COSA to be released to the engineer,unless otherwise requested b the ng' eer. COSA Fee $ 5 a L Waiver Fee $ Date of Payment a,/IViaDate of Payment Receipt Number CNIariff1 Receipt Number COSA# 05U'81°'/ Waiver# 5. STATEMENT OF INSPECTION BY ENGINEER As certified by my seal affixed hereto and as of the validation date shown below, I verify that my investigation, based on procedures outlined in the Certificate of On-Site Systems Approval Guidelines for this application, shows that the on-site water supply and/or wastewater disposal system is (are) 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(are) in compliance with all applicable Municipal and State codes, ordinances,and regulations in effect at the time of installation. In conducting an adequacy test,I attempt to provide a thorough,conscientious engineering analysis of the system in accordance with MoA COSA guidelines and regulations.The reported results describe the performance of the system under the conditions encountered at the time of the test, and separation distances measured to readily identifiable features. The operational life of all wells and septic systems depend on the local soil condition,ground water levels that may fluctuate during the year,and the water usage of the family being served by the system.These conditions are outside the control of the evaluator of this system. All systems eventually fail and satisfactory test results do not guarantee future performance of the system,nor do they guarantee that there are no hidden defects or encroachments.Therefore we cannot provide any warranty for future performance, nor can we estimate remaining life of the system. The content of this report is for the sole benefit of the owner listed above. Name of Firm Pannone Engineering Services LLC Phone (907) 272-8218 Address P.O. Box 100217, Anchorage Ak. 99510 Engineer's Printed Name Steven R Pannone Date 2/9/2018 Nkx cOFA••. � 6. DSD SIGNATURE 1 49 •.* / System#1 Approved for c- bedrooms :Seven k. Pannone: System #2 Approved for CE-8149 Y pp bedrooms }i ,, Disapproved 4% •A.\` '4' Conditional approval for bedrooms, with the following stipulations: C �- r t YeeLe$ O ON-SITE ��G, WATFR AM-) m' R, WASTEWATER z oPROGRAM U O �''c'lir RFR\1\-) Original Certificate Date: - / - 1 el The Municipality of Anchorage Development Services Division (DSD) issues Certificates of On-Site Systems Approval (COSA) based only upon the representations given in paragraph 5 by an independent professional civil engineer registered in the State of Alaska. The Municipality of Anchorage is not responsible for errors or omissions in the professional engineer's work. 7. ATTACHMENTS: • COSA Checklist X Nitrate Advisory • Septic System Advisory Arsenic Advisory Well Flow Advisory Other COSA blue sheet_f c If more than 1 septic system is on the lot: COSA Checklist# 1 of 1 Structure served by this system 1 Certificate of On-Site Systems Approval Checklist Legal Description: Valli Vue Estates #2 Block 6 Lot 13 Parcel ID:015-311-50 A. WELL DATA Well type Class A If A, B, or C provide PWSID# Well Log (Y/N) Date completed Sanitary seal (Y/N) Wires properly protected (Y/N) Total depth ft. Cased to ft. Casing height(above ground) in. FROM WELL LOG AT INSPECTION Date of test Static water level ft. ft. Well production g.p.m. g.p.m. WATER SAMPLE RESULTS: Coliform colonies/100 mL Nitrate mg/L Arsenic ug/L Date of sample: Collected by: B. SEPTIC/HOLDING TANK DATA Tank Type/Material Sunset/PlasticDate installed 10/13/1975 Tank size 1500 gal. Number of Compartments 1 Cleanouts (Y/N) Y Foundation cleanout(Y/N) Y Depression over tank(Y/N) N High water alarm (Y/N) N/A Date of pumping 1/31/2018 Pumper Isaac's Pumping Service C. ABSORPTION FIELD DATA Date installed 10/13/1975 Soil rating (g.p.d./ft2 or ft2/bdrm) 126 SF/BORN System type Trench Length 48 ft. Width 3 ft. Gravel below pipe 7 ft. Total depth 17 ft. Eff. absorption area 672 ft2 Monitoring tube Y Depression over field N Date of adequacy test 2/2/2018 Results (Pass/Fail) PASS For 5 bedrooms Fluid depth in absorption field before test 0*/58 in. Water added 750 gal. New depth 3*/61 in. Elapsed Time: 240 min. Final fluid depth 0*/58 in. Absorption rate >= 750+ g.p.d. N Any rejuvenation treatment(past 12 mo.) (Y/N &type) If yes, give date D. LIFT STATION Date installed Size in gallons Manhole/Access(Y/N) "Pump on" level at in. "Pump off' level at in. High water alarm level at in. Datum Cycles tested Meets alarm&circuit requirements? E. SEPARATION DISTANCES WELL ON LOT TO: Septic tank/lift station on lot On adjacent lots Absorption field on lot On adjacent lots Public sewer main Public sewer manhole/cleanout Sewer/septic service line Holding tank Animal containment areas Manure/animal excrete storage areas SEPTIC/HOLDING TANK ON LOT TO: Building foundation 5+ Property line 5+ Absorption field 5+ Water main 10+ Water service line 10+ Surface water 100+ Wells on adjacent lots 100+ ABSORPTION FIELD ON LOT TO: Property line 10+ Building foundation 10+ Water main 10+ Water Service line 10+ Surface water 100+ Driveway, parking/vehicle storage 10+ Curtain drain 50+ Wells on adjacent lots 100+ F. COMMENTS *PES installed new monitor tube at start of field for better monitoring. G. ENGINEER'S CERTIFICATION �4�~"`v I certify that I have determined through field inspections and ,Ag . . '<.•• ` - .t fit review of Municipal records that the above systems are in 0*:4g /\ •*.I}9 conformance with MOA COSA guidelines in effect on this date. I �,i� i Steven Pannone Engineer's Printed Name Steven K. 'annone ••/ Date 2/9/2018 �1,+19. CE-8149 .,��i COSA canary sheet_2-6-15.doc Lot 19 Lot 18 / i - — i / Lot 17 i i S 8038'02"E 90.6p,i - i i 10' UTILITY EASEMENTS i i i _ i i ti Lot 13 26,561 s.f. h SEPTIC ^47' PIPES Lot 12 44/ / .\ RETAINING WALL .F.1.) /� N « fp #0400 « O 2� 4S 0' ,,,o1- �"1 \' Lot 14 yo s�"P`-.1 r' DECKS«\ •o, ,o , �, fie)/- ) .(14' �� 6 F 42.g' « \\ 8.0'x24.0' PORCH ®\t 7. N us. X02 V 66.,3so 1y � *\7°. { 2.0'x4.2' CANT CHAIN-LINK FENCE • ‘2'5-00. e0- • • . rn N ....-.-"-....-------..„.........„.........1.11°P Ca168 13' R,370.00' w O Ro OND --- _ _ o REE DRiVE NOTE: LOT IS SERVED BY A COMMUNITY WATER SERVICE PLOT PLAN AS BUILT X SCALE 1" = 40' GRID SW 1233 Project No. 18-026/A1 11500 Daryl Avenue, Anchorage, Alaska 99515-3049 Lana & Associates inc .. (907) 522-6476 Phone J (907) 522-4625 Fax oo�mp044 Professional Land Surveyors kenOlangsurvey.com v OF A� 9� jonathanOlangsurvey.com D' .• ' . kat O I hereby certify that I have surveyed the following described property: v �\ LOT 13, BLOCK 6, VALLI VUE ESTATES UNIT No. 2 (Plat No. 71-285) p* 49TH /\ '• *�0 Anchorage Recording District, Alaska, and that the improvements situated thereon are 0 VA within the property lines and do not encroach onto the property adjacent thereto, that no improvements on the property lying adjacent thereto encroach on the surveyed / KEN H G premises and that there are no roadways, transmission lines or other visible � o easements on said property except as indicated hereon. °04.•••• 2(aj t2 p0 tl� o 4 P,•••.LS-5202.••' cp," Dated this the `YDay of F��)�L.4m4 , L 615 , at Anchorage, Alaska Qt ,o •••••••' �Oo O x?PESSIONA1-�Q It is the responsibility of the owner to determine the existence of any easements, DOppoo�� covenants, or restrictions which do not appear on the recorded subdivision plat. AECC963 MUNICIPALITY OF ANCHORAGE DEPARTMENT OF HEALTH & HUMAN SERVICES Division of Environmental Services On-Site Services Section P.O. Box 196650 Anchorage, Alaska 99519-6650 343-4744 Parcel I.D. # CERTIFICATE OF HEALTH AUTHORITY APPROVAL FOR A SINGLE FAMILY DWELLING 1. GENERAL INFORMATION Complete legal description Lo-r Location (site address or directions) Property owner F/o¥.'b + gA/~BARA Mailing address SAblE FIor , ,Al< qff SH FrH Day phone Lending agency FIRST NATionAL g/iNK OF ~Nd..J/ Day phone 27~,-~3oo Mailingaddress Gq& L/Eg'¢ /¢'¢~ AYE , /~t4¢F( ct~ol Agent klo,~e ~ R~2~n~nc ~) Day phone Address Unless otherwise requested, HAA will be held for pickup. 2. NUMBER OF BEDROOMS: 3. TYPE OF WATER SUPPLY: NOTE: Individual well Community well Public water If community well system, provide written confirmation from State ADEC attest- ing to the legality and status of system. TYPE OF WASTEWATER DISPOSAL: Individual on-site Holding tank Community on-site Public sewer NOTE: If community wastewater system, p~ovide written confirmation from State ADEC attesting to the legality and status of system. 72-025(Rev. 1/91) Front MOAtf21 5. STATEMENT OF INSPECTION BY ENGINEER 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 application 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 ~'/-A'rT0(~ -¢-EC¢ S'¢C£, Phone_ Address I~r5~o ECHo S"F, A~CH. ./~1~. Engineer's signature ~-~ ~. ~ Date DHHS SIGNATURE ,,~ Approved for ,/~ m~ ~//~-~ Disapproved. __ Conditional approval for bedrooms. bedrooms, with the following stipulations: Additional Comments The Municipality of Anchorage Department of Health and Human Services (DHHS) issues Health Authority Approval Certificates based only upon the representations given in paragraph 5 above by an independent professional engineer registered in the State of Alaska. The DHHS does this as a courtesy to purchasers of homes and their lending institutions in order to satisfy certain federal and state requirements. Employees of DHHS 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. 72~5(Rev. 1/91) Back MOA#21 Municipality of Anchorage Department of Health and Human Services HEALTH AUTHORITY APPROVAL CHECKLIST Legal Description: Lo-r 13, ~LK (o. ~'/~ttl ~/uE '~2 Parcel I.D. A. Well Data Well type CL/}Ss A Log present (WN) Total depth Sanitary seal (WN) If A, B, or C, attach ADEC letter. ADEC water system number Date completed Driller Cased to Casing height FROM WELL LOG Date of test Static water level Well flow Pump level1 SEPARATION DISTANCES FROM WELL TO: Septic/holding tank on lot Absorption field on lot Public sewer main Sewer service line Wires properly protected (Y/N) AT INSPECTION g.p.m. ; On adjacent lots ; On adjacent lots Public sewer manho e/c eanout Petroleum tank WATER SAMPLE RESULTS: Coliform Date of sample: Nitrate Collected by: Other bacteria B. SEPTIC/HOLDING TANK DATA Date installed lo/ Cleanouts (Y/N) High water alarm (Y/N) Date of pumping Tank size ~ 50o Foundation cleanout (Y/N) Compartments I Depression (WN) Alarm tested (Y/N) /V ,,Z] . Pumper I 5,~ fl C. 5 SEPARATION DISTANCES FROM SEPTIC/HOLDING TANK TO: Well(s) on lot H.~. On adjacent lots To property line ~'0 ~ Absorption field Surface water/drainage ~- toO 72-026 (3/93)* Front Foundation I..~ p',~0t~ ~'. O, Water main/service line ~ :Z o CONTINUED ON BACK PAGE C. LIFT STATION Date installed Manufacturer Size in gallons Manhole/Access (Y/N) Vent(Y/N) "Pump on" level at "Pump off" Level at High water alarm level Cycles tested Meets MOA electrical codes (Y/N) SEPARATION DISTANCE FROM LIFT STATION TO: Well on lot On adjacent lots Sudace water Total absorption area Date of adequacy test D. ABSORPTION FII=LD DATA Date installed Io[ 13/'15' Length ~ ' Width 3 ~,72 ~ Water level in absorption field before test Soil rating (GPD/FF) L2. 67b/~' System type Gravel thickness 7 Total depth Cleanout present (WN) ~ Depression over field Results (pass/fail) F~ for ~ ~.,ff" After test ~ ' Bedrooms Peroxide treatment (past 12 months) (Y/N) h[~)~¢ ~'~4ow~ If yes, give date N',~, ~; ,~e ~,,/ov SEPARATION DISTANCE FROM ABSORPTION FIELD TO: ~q¢"~' ~'~ ~'~"~' Well on lot N, ~ , To building foundation 2 On adjacent lots "',> 2o Sudace water '.~ ~o Curtain drain ~ On adjacent lots N,/~ . Property line c.o. To existing or abandoned system on lot Cutbank N, A , water main/service line Driveway, parking/vehicle storage area E. ENGINEER'S CERTIFICATION I certify that I have checked, verified, or conformed to all MOA and HAA guidelines in ~ ~ the date of this inspection. Engineer's Name HAA Fee $ /'7 Date of Payment Rsceipt Number 72-026 (3/93)* Sack Waiver Fee $ Date of Payment Receipt Number ~'?* DATE RECEIVED INSPECTION APPOINTMENTS TIME TIME TIME DATE DATE INSPECTOF~ INSPECTOR INSPECTOR MUNICIPALITY OF ANCHORAGE DEPARTMENT OF HEALTH & ENVIRONMENTAL PROTECTION 825 L Street - Anchorage, Alaska 99501 ENVIRONMENTAL SANITATION DIVISION ., Telephone 264-4720 / / REQUEST FOR APPROVAL OF INDIVIDUAL WATER AN[;t/SEWER FACILITIES DIRECTIONS: Complete all parts on page 1. incomplete requests will not be processed. Please allow ten (10) days for processing. 1. PROPERTY OWNER PHONE Duane and Christine Epton 349-4213 MAILING ADDRESS , PROPERTY RESIDENT {If different from above) PHONE 2. BUYER PHONE MAILING ADDRESS 3. LENDING INSTITUTION I PHONE MAILING ADDRESS 4. REALTOR/AGENT I PHONE Elliot C. Lawson, JACK WHITE COMPANYI 277-1553 MAILING ADDRESS 3201 "C" St., Suite 100, Anchorage, AK 99503 /¢ 0T~ Please send ill information & reports to Elliot Lawson, Jack White Co. at above address. 5. LEGAL DESCRIPTION LOT 13, BLOCK 6, VALLIVUE #2 STREET LOCATION ~7~1 Round TrR~ Drive 6. TYPE OF RESIDENCE NUMBER OF~BEDROOMS [] One [] Four [] Other~ ~( SINGLE FAMILY [] Two ~] Five [~] MULTIPLE FAMILY [] Three [] Six 7. WATER SUPPLY [] INDIVIDUAL* * ATTACH WELL LOG. A well log is required for all wells drilled ~ COMMUNITY since June 1975. For wells drilled prior to that date, give well [] PUBLIC UTI LITY depth (attach log if available.) 8. SEWAGE DISPOSAL SYSTEM J~0{ INDIVIDUAL/ON-SITE** YEAR ON-SITE SYSTEM WAS INSTALLED. [] PUBLIC UTI LITY NOTE: THE INSPECTION FEE MUST ACCOMPANY EACH REQUEST BEFORE PROCESSING CAN BE INITIATED. THIS SIDE FOR OFFICIAL USE ONLY 1. TYPE OF RESIDENCE [~ SINGLE FAMILY [] MULTIPLE FAMILY 2. WATER SUPPLY [] INDIVIDUAL [] COMMUNITY [] PUBLIC UTI LITY Connection Verified 3. SEWAGE DISPOSAL SYSTEM [] INDI VI DUAL/ON -SITF. []PUBLIC UTILITY Connection Verified [~]Septi_c~Tank or []Holding Tank Size: ISOC) If'rank is homemad give dimensions: TYPE OF TANK TOTAL ABSORPTION AREA 4, DISTANCES WELLTO: Absorption Area to nearest Lot Line NUMBER OF BEDROOMS [] ONE [] THREE [] FIVE [] OTHER [] TWO [] FOUR [] SIX PERMIT NUMBER DEPTH OF WELL DATE DRILLED LOG RECEIVED PERMIT NUMBER DATE INSTALLED INSTALLER SOILS RATING MANUFACTURER MATERIAL~,,~ ..~ t ,AJ--~¢..· ' Septic/Holding Tank Absorption Area Sewer Line Nearest Lot Line 5. COMMENTS [~'~,~,PP R OV E D FOR 5/~ BEDROOMS [] CONDITIONAL APPROVAL (letter must accompany certificate) [] DISAPPROVED //~ DATE BY 72-010 (Rev. 6/79) DEPT. OF ENVIRONMENTAL CONSERVATION ANCHORAGE DISTRICT OFFICE 800 E. DIMOND BLVD., SUITE 3-470 ANCHORAGE, ALASKA 99515 ? WALTER J. HICKEL, GOVERNOR / (907) 349-7755 June 2,1993 Mr. Scott Swenor S & S Engineering SUBJECT: Lot 45, Block 1, (6510 Crooked Tree Drive); Valli-Vue #2 Class "A" Public Water System, PWSlD 210605 Dear Mr. Swenor: I have completed a review of this office's files concerning the monitoring status of the above-referenced Class "A" Public Water System and found the following: The last satisfactory Total Coliform Bacteria Sample results was submitted to this Department on April 1, 1993. This does meet the provisions o! 18 AAC 80.200(a), of the State Drinking Water Regulations.. The last inorganic Chemical Contaminants sample results were submitted to this Department on May 7, 1993. This does meet the provisions of 18 AAC 80.200(a), of the State Drinking Water Regulations. The last Radioactive Contaminants Sample results were submitted to the Department on December 23, 1992. This does meet the provisions of 18 AAC 80.200(a), State Drinking Water Regulations. The last Organic Chemical Contaminants/Volatile Organic Chemical (VOC) were submitted to this Department on November 12, 1991. Based on analysis of the previous VOC samples results have been satisfactory. This does meet the provisions of 18 AAC 80.200(a), State Drinking Water Regulations. Issuance of this letter does not imply that the above-referenced Class "A" Public Water System is in compliance with other provisions of the State Drinking Regulations. Unless otherwise noted, this letter is valid for 30 days and is for the specified legal description noted above only. If you have any.questions on the above information, please do not hesitate to contact this office at 349-7755. Michael Lu Environmental Eng; Asst. II CONSULTING ENGINEER 203 W. 15th AVE "C" SUITE 203 ANCHORAGE, ALASKA 99501 TELEPHONE: (907) 279-3916 June 21, 1982 Elliot Lawson '- ~-~ Jack White Co. 3201 "C" Street Anchorage, AK 99503 SEWER ADEQUACY TEST LEGAL: Lot 13, Blk. 6, Valli Vue Estates. LOCATION: 6751 Roundtree Drive. RESIDENCE: 5-bedroom single-family. WATER: Community System. SEWER: From Municipal Records: Tank: Sunset Plastic, 1500 gal, one compartment. Absorption System: 48 foot trench, 7 feet of rock, 6-inch sump - holes up. Total Absorption Area: 672 sq. ft. Soil Rating: 126. Installation Date: Oct. 1975. DATE OF TEST: June 21, 1982. TEST PROCEDURE: System was inspected on June 18. Both cleanout for tank and absorption line were 6 inches below ground surface. Sump was full of very black septic waste. On June 21, 750 gal. of water was added to the tank. Water depth in the tank remained stationary at 50-1/2 inches. No signs of distress were observed. The 4-inch cleanouts were extended to above ground level, and the tank pumped. o ~, This system accepted 750 gal. in a time period of 10 minutes. '"~;~-~..~.~?~ No signs of distress were observed. This system meets the ~.. ~ ';.~unicipal requirements for a 5-bedroom house.