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Home My WebLink AboutTIDRINGTON LT 155ATidrington Lot 155A #051-154-55 Municipality of Anchorage Department of Health and Human Services Division of Environmental Services On-Site Services Section 825 %" Street Room 502 P.O. Box 196650 Anchorage, AK 99519-6650 Page of www.cLanchorage.ak.us (907) 3434744 ON-SITE WASTEWATER DISPOSAL SYSTEM AND/OR WELL INSPECTION REPORT Permit Number: 5~/q~ ~q~C~ PID Number: ~'~~ /~-~':~~ Name: ."~1~ ~}~e~'~- J ~ ~-~ !/1-~ Wastewater System: [] New ~ Upgrade Address: I~C~ 35 b~,~.5~'T~tv~ ~a,~/d.~ ABSORPTION FIELD LEGAL DESCRIPTION so~, ~.g: TO~I Dep~ fr~ .figMal grade: Well: ~ New ~ Upg Fi; ~ SEPA~IIO~ DISTANCES ~ septic ~ Holding ~S.I.E.P. ~ Other: T~o SepUc Abso~[ion Lift Holding Publi~dvat ~anu[amren Capacity: Tank Field S~fion Tank Sewer Line ~f~ /2~ Gal. "~': BENCH MARK Engineers Stamp ~ ~ ..- ~ .. ~, Inspections pedormed by: ~ ~¢Z~,~7 Dates: 1st ~l~ ~:S*~ AS-BUILT SYSTEM DETAILS/SITE PLAN PermPl: SV990429 TIDRINGTDN S/D, LrlT 155A PID#051-154-55 ~WELL , i ~ F~NAL 6~A~E A-E=48,8' ~ ~.~50 '~AL A-F=89,4' ~/ ITANKX SEWER RaCK B-F=ll7,6'~ ~ ~ TRENCH I ~ I B-G:13L3' ~,,T,~ TU~ ~ FINAL GRADE A-H=88'9~ ~ ~ ~ v~ B_H=97,4, ~ B-I=113'9~ SEWER ROCKI ~.~mu~ ~.250 GAL ~ S.T.E.P, ~iu~,~ 19936 SUNSET BLVD. CHUGIAK, AK ~9567 SCALD NTS (907)565-4134-3 ENGINEERING BI~JNO,~RY: SPANGLER O~A~: s~.~ SPANGLER ~: KMD 20441 PT~MIG~ BL~. EAG~ R~R, ~ 99577-8736 A~UJLT: SPANGLER DAm 6--14--00 o~. n~ ~D: NWl 257 Ac~ nm 99085.DWG ~ No.: 99085 (907~696-6111/F~ (907~696-8111 JUN. 8, 2000 2:47PM ALCAN ELECTRIC NO. 7278 P. 2 alcan electrical & engineering, inc. p.o. box 91499 snchorage, alaska 99509 June 8, 2000 RPC Excavating 24120 Ramblers Road Chugiak, Alaska 99567 Re: Sewage Lift Station Lot l15A Subdivision Tidrington 19936 Sunset Blvd. Chugiak~ Alaska In regards to the sewage lift station referenced above, all electrical work performed by Alcan Electric was done to'1999 National ElecTrical Co4e, (NEC) Standards. If you have any questions, please contact ma. Chris Muea Vice President of Operations Dept. of Labor Electrical Certificate of Fitness NO. 107758 RECEIVED dU~l 2£ 2000 O Mttnicipelity Ot Anch apt. Health & u-_ Orae~ ',-man (907) SG-q-3787 fax no, 562-6286 MUNICIPALITY OF ANCHORAGE Department 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 ¥1-3o' oo Leh [t e ON-SITE WASTEWATER DISPOSAL SYSTEM PERMIT Upgrade , Date Issued: Dec 08, 1999 Expiration Date: Dec 07, 2000 Permit Number: SW990429 Legal Description: TIDRINGTON LT 155A Design Engineer: 0070 KND Engineering Owner Name: Debra Jenkins Owner Address: 19936 Sunset Blvd Chugiak, AK 99567- Parcel ID: 051-154-55 Site Address: Lot Size: 40689 SQ. FT. Total Bedrooms: 3 Permit Bedrooms: 3 This permit is for the construction of: [] Disposal Field [] SepticTank [] Holding Tank [] Privy [] Private Well [] Water Storage 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 ( 18AACS0 ). 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. Received By: Issued By: ,~~/~' ~D ENGINEERING 20441 PTARMIGAN BLVD. EAGLE RIVER, AK 99577-8736 (907)696-6111/FAX (907)696-8111 November 24, 1999 Municipality of Anchorage Dept. of Health & Human Services On-Site Services Section P. O. Box 196650 Anchorage, Alaska 99519-6650 Subject: Tidrington, Lot 155A - Conditional HAA Gentlemen: The owner has requested we proceed forward to obtain a Health Authority Approval for the referenced lot. No adequacy test was performed for the subject lot due to the system being identified as in failure through a site visit that we conducted and by an inspection performed by Louis Butera, P.E. The well flow test conducted by Mr. Butera and water samples that were taken are satisfactory for the three- bedroom dwelling. The results of Mr. Butera's inspections are attached for your review. Based on the above, we are requesting the issuance of a conditional Health Authority Approval to May 15th' 2000 so that we can install the new system as designed in the attached wastewater disposal system details/site plan. A test hole was dug on November 1, 1999 with no ground water encountered. The soils log/perc test is attached. $20,000 will be escrowed to cover the estimated construction cost of a ne~v system with the bank to cover the tank and field replacement. Based on the above we do not feel that there is a health/safety issue and request that a conditional HAA be issued for the referenced property. It is our understanding that DHHS is requesting that funds be escrowed for the proposed work, which the owners do not object to. If you have any questions, please contact me at 696-6111/FAX 696-8111. Respectfully submitted, ~Ix~112) Engineering Kenneth M. Duffus, P.E.'~ attachments: Louis Butera, P.E. /Inspection Reports HAA Request/Inspection Report/Sols Percolation Test WELL WASTEWATER (93-86) LOT 149]~ DISPE1SAL TIDRINGTBN S/D, L[]T 155A TARIKA ,/ SYSTEM DETAILS/SITE PLAN D LnT 156 VACANT PRESSURIZED (84-464) 155A <84-464) LDT Z LOT 154 DISTRI]BUTIFIN SYSTEH'HBLE SPACING DESIGN l, RESIDUAL HEAD = 5' 2, HOLE SIZE = 3/16' = 1,O0 GAL. PER HOLE ~ 30 PSI 3, 30 GALS (PUMP DELIVERY)/1.O0 GALS,/HDLE = 30 HOLES 4, 79 LF LATERAL/30 HOLES = 2,6' SPACING PER HOLE 5. ALL HOLES SHALL HAVE CAPS INSTALLED PER MANUFACTURES SPECS, 6, HOLES AT END OF LATERAL SHALL DE CDNST, ~//D CAPS AND PLACED DDNVN, 7, CONTRACTOR SHALL USE 1 1/4' PVC FROM TANK TD FIELD AND IN FIELD, DESIGN DETAILS 3 BDRM X 150 GPD = 450 GPO 450 GPO/O,8 GPO PER gQ, FT, (10 MIN/IN,)= 562.5 SQ. FT (562,5/5'(V/)) X 0.7(RF) (2.0 GRAVEL) = 78,75 FT. TRENCH USE 2 TRENCHES - 39.5 (L) X 5' (W) X 2'(D) To~¢~I dep~ch BE syslem is 3.5' From original Bride, Tote[ depth o? grovel betow dls~crlbu~clon pipe is 2.0' , NDTES~ t, USE 1250 S,T,E,P, TANK, INSULATE TANK IF 44' COVER, INSULATE TRENCHES ~'/ITH 2' HB BURIAL FBAN, 3, CBNTRACTDR ~/ILL ENSURE MAXIMUM PX SLOPE INTO SEPTIC TANK, 4, ADDITIONAL FILL WILL BE ADDED OVER SYSTEM TI3 ACHIEVE MIN, 3' CDVER IF REQUIRED, PREPARED FOR, DEBRA JENKINS 19936 SUNSET BLVD, CHUGIAK, AK 99567 (907)565-4243 FIELD BOOKS BOUNDARY: SPANGLER DRAW~: KMD BTAK{NG: SPANGLER CHECKEO: KMD ASBUILT: SPANGLER AC^D ~ll~: 99085,DWGi o^m: 11/1/99 ~RIO: NW1257 'JOB N°': 99085 Sccle: ],= 100' PAGE 1 OF 2 ~) ENGINEERING 20441 PTARMIGAN BLVD. EAGLE RIVER, AK 99577-8736 WASTLWATrR DISPOSAL SYSTEM DETAILS TiDRINGTBN S/)3, LBT 155A lO 1850 9o. 1., S,T,E,P, F-CB .............. / / ! / / / / / R~ 100' WELL ...... ' ,-'HLP,A..N D F UN: B£BRA JENKINS 19936 SUNSET BLVD, CHUGIAK, AK 99567 (907)565-4243 . ,-,,N ,..,..,. R KN'D Sco. Le, l"- 20' SHEET 2/2 /,<N [} is,,~,:~¢: _T,P/\NCL/R c,rc,~o: K~a)i 204,1-1 PTARMIGAN BI,VD. q>,qr-~::~ i o*:~:: 11/~/99 i ~,M, LB NI¥~N, Ali ,)gazz-8736 ru~: ~'3: NW1257 . acA° I'L[: O' JO8 ~¢: 9908b ! 907]696 6ill (907}696-8[1i J_~ ~ ENGINEERING EAGLE ~VER, AK 995 - J ~ ~:~ ~ ~ ~ ....... ....... J SOILS PERCOLATION TEST Performed for: Debra Jenkins Date Performed: 11/01/99 Project: Tidrington S/D Lot 155A TEST HOLE # 99-1 4- 5- 6- 7- 8- 9 10- 11- 12- 13- 14- 15- 16- 17- 18- 19- 20- Depth (Feet) ORG GM -med dense brown w/cobbles SM - med dense, grey/brown w/gravel, cobbles to 1', some silt & wet trickling water @ 6' B.O.H. HOLE PRESOAKED PRIOR TO TEST SEE ATTACHED SITE PLAN FOR HOLE LOCATION Was Ground water encountered? YES What depth? 6.0 Depth to water after monitoring? 5' Date? 11/08/99 Reading Date Gross Net Depth to Net Time Time Water Drop i 11/1/99 11:30 8" 2 12:00 30 min 6 4/16" 1 12/16" 3 12:01 6 4/16" 4 12:31 30 roan 4 9/16" 1 11/16" 5 * 12:32 8' 6 1:02 30 min 6 5/16" 1 11/16" · Water Added Percolation Rate 5.93 (rain/in) Perc Hole Diameter 6" Test Run Between 1.5 feet and 2.5 feet I, Kenneth M. Duffus, certify that this test was performed in accordance with all State and Municipal guidelines in effect on this date. ~ND ENGINEERING 20441 PTARMIGAN BLVD. EAGLE RIVER, AK 99577-8736 Performed for: Project: Depth (Feet) ORG 1- 2- 4- 5- 6- 7- 8- 9- 13- 15- 16- 18- 19- 20- SOILS PERCOLATION TEST Debra Jenkins Tidrington S/D Lot 155A Date Performed: TEST HOLE # 99-1 SEE ATTACHED SITE PLAN FOR HOLE LOCATION GM -med dense brown w/cobbles SM - med dense, gray/brown w/gravel, cobbles to 1', & some silt moist HOLE PRESOAKED PRIOR TO TEST Was Ground water encountered? NO What depth? NA Depth to water after monitoring? 8.1' Date? 11/08/99 Reading Date Gross Net Depth to Net Th-ne Time Water Drop I 11/1/99 11:45 8' 2 12:15 30 min 6 15/16' 1 1/16" 3 12:16 6 15/16' 4 12:46 30 min 5 15/16" 1" 5 * 12:47 8" 6 1:17 30 min 7' 1" · Water Added Percolation Rate 10.00. (rain/in) Perc Hole Diameter 6" Test Run Between 3 feet and. 4 feet I, Kenneth M. Duffus, certify that this test was performed in accordance with all State and Municipal guidelines in effect on this date. Municipality of Anchorage Department of Health and Human Services Division of Environmental.Services On-Site Services.Section 825 "L" Street Room 502 P.O. Box 196650 Anchorage. AK 99519-6650 ....... www.ci,anchorage.ak.us -., ~, (907) 343-4744 CERTIFICATE OFHEALTH AUTHORITY APPROVAL FOR A SINGLE FAMILY ~ Parce[I.D. 051-154-55 ~ 1.. GENERAL iNFORMATiON .- , ega · description', ,Tindrinoton_ . S/D lot 1~5A . - ' (site address Oi : - DWELLING Expiration?ate: ' :.Lendih~-ag~, Real Estate Agent Mailing Address r(s) Debra Jenkins · Dayphone - -- - 11100 Forest Drive. Anchoraoe. AK 99516 ~: Day phone: Day phone ' r u~)e~ ~therwise requested, HAA will be held b~/D~H~ for pickup. HAA picked up bY: 2. NUMBER OF BEDROOMS: 3. TYPE OF WATER SUPPLY: Individual Well Individual Wate~ Storage Community Class Well Public Water System TYPE OF WASTEWATER [] - Individual On-site- [] Individual Holding tank [] CommUnity On-site [] Public Sewer The Municipality of Anchorage Department of Health and Human Services (DHHS) issues Certificates of Health Authority Approval (HAA) based only upon the representations given in paragraph 5 by an independent professional civil engineer registered in the State of Alaska. Certificates of Health Authority Approval are required for the transfer of title (except between spouses) on properties served by a single family on-site wastewater disposal and/or water supply system. DHHS also issues HAAs upon request to home owners. Certificates of Health Authority Approval are valid for 90 days from the date of issue for properties served by a private or Class C well and may be reissued with new water sample results less than 30 days old. Certificates are valid for one year for properties served by Class A or B wells or a public water system. The Municipality of Anchorage is not responsible for errors or omissions in the professional engineer's work. (Rev. 11199) · ~ 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 Health Authority Approval Guidelines for this Health Authority Approval application shows that the on-site water supply and/or wastewater disposal system is safe, functional and adequam 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 applicable Municipal and State codes, ordinances, and regulations in effect at tile time of installation. Name of Firm.'KND Engineering Address' '20441 Ptaymia~in Blvd.', Eagle River.. AK 99577 Engineer's Printed Name 'Ken M. Duffus ' ~ 6. DHHS SIGNATURE Approved for '~ bedrooms, . Disapproved. Conditional approval for Phone 696.6111 Date 05/26/00 bedrooms, with the following stipulations: Additional Comments Attachments: HAA Checklist X Maintenance Agreements Septic System Advisory Supplemental Engineer's Report Other Well Flow Advisory Expiration Date: ? - ~ "7 ' o o Odginal Certificate Date:. Reissue Date; Legal Description: Municipality of Anchorage Department of Health and Human Services Division of Environmental Services On-Site Services Section 825 "L" Street Room 502 P.O. Box 196650 Anchorage, AK 99519-6650 www.ci.anchorage.ak.us (907) 343-4744 HEALTH AUTHORITY APPROVAL CHECKLIST Tidrineton Lot 155A Parcel I.D.: 051-154-55 A. WELL DATA Well type Individual IfA, B, or C provide PWSID#__ Date completed 6/4/1 986 Sanitary seal Y Total depth 145 ft Cased to 52 ft FROM WELL LOG Date of test 5/3 I/1 986 Static water level 4 5 ft Well production 3 g.p.m WATER SAMPLE RESULTS: Coliform. 0 colonies/100 mi Nitrate 3.04 Date of sample: 1 21211 999 Collected by: SEPTIC/HOLDING TANK DATA Tank Type/Material steel Date installed 5/30/2000 Tanksize 1250 Cleanouts Y Foundation cleanout Y Date of pumping 5/30/2000 Pumper JR ABSORPTION FIELD DATA Date installed D D Soil rating (g.p.d./~ or ~/bdrm) 0.8 Length (2)39.5 = 7~]'-/,,/~/ft Width 5 each Total depth 3.5lea ft Effective absorption area 562.5 ft2 Date of adequacy test A.,',~ Results (Pass/Fail) Pass Fluid depth in absorption field before test __ in Elapsed Time: __ min Final fluid depth __ Any rejuvenation treatment (past 12 mo.) (YIN & type) Well Log Y /._,~--.~ Wires properly protected _Y., ~ Casing height (above ground) _..~__jn. AT INSPECTION 4/18/1998~ :5~ unknown* ft .26' g.p.m .mg/I Other bacteria 0 colonies/100 mi KND En~jineerin_o g al Number of Compartments 2 Depression over tank N High water alarm Y Water added in System type Shallow trench ft Gravel below pipe 2~each ft Monitoring tube_Y Depression over field N For 3 bedrooms __ gal. New depth.__ in. Absorption rate >= __ g.p.d. If yes, give date LIFT STATION Date installed 5/30/2000 "Pump on" level at 44 in"Pump off" level at Datum bottom of tank Cycles tested 2 SEPARATION DISTANCES SEPARATION DISTANCES FROM WELL ON LOT TO: Septic tank/lift station on lot 100+ Absorption field on tot 100+ Public sewer main 100+ Sewer/septic service line 100+ Size in gallons 1250 42in Manhole/Access Y High water alarm level at 48 in Meets alarm & circuit requirements? _Y On adjacent lots 100+ On adjacent lots 100+ Public sewer manhole/cleanout Holding tank 100+ SEPARATION DISTANCES FROM SEPTiC/HOLDING TANK ON LOT TO: Building foundation 10+ Property line. I 0 + Water main 10+ Water service line I 0 + Drainage 100+ Wells on adjacent lots I 0 0 + SEPARATION DISTANCE FROM ABSORPTION FIELD ON LOT TO: Building foundation I 0 + Surface water I 0 0 + Wells on adjacent lots I 0 0 + 100+ Property line 10+ Water Service line. 10+ Curtain drain unknown F. COMMENTS Absorption field I 0 + Surface water I 0 0 + Engineer's Printed Name Kenneth M. Duffus HAA Fee $ Waiver Fee $ Date of Payment Date of Payment Receipt Number Receipt Number (Rev. 11/99) * 500 gal water storage tank installed in 1998 see ERES test info 6/14/98 Water main I 0 + Driveway, parking/vehicle storage I 0 + MUNICIPALITY OF ANCHORAGE MEMORANDUM WATER ~EmL ADVISORY HEALTH AUTHORITY APPROVAL NO. ~q 0~ O During a recent Health Authority Approval on-site inspection and test of tLe potable water supply well on Lot ]~5~ Block -- of --i'IDRI/~'To/,,/ Subdivision, the well's productivity was determined to be 0.~ ~ gallons per minute. The minimum well productivity required by this Department (AMC 15 55) for a ~ bedroom residence is ~.3/ gallons per minute. Although the subject well currently ~ ..... thl~ minimum requirement, all parties concerned are advised that the production capacity of the well may fluctuate. Restriction of non-critical water uses such as washing cars and watering lawns and gardens may be required. This advisory must be attached to all copies of the subject Health Authority Approval. 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 Location (site address or directions) P qU.O F C_ K Property owner Mailing address Dayphone ~,~2~q~q~ Lending agency Mailing address Day phone Agent Day phone Address Unless otherwise requested, HAA will be held for pickup. NUMBER OF BEDROOMS: '-~ TYPE OF WATER SuppLy: Individual well Community well Public water NOTE: TYPE OF WASTEWATER DISPOSAL: Individual on-site Holding tank Community on-site Public sewer If community well system, provide written confirmation from State ADEC attest- ing to the legality and status of system. NOTE: If community wastewater system, provide written confirmation from State ADEC attesting to the legality and status of system. 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 1~'1~ 4~ i"')L"O¢'[.["')~(~'~ J~C~ Phone ~q~ Address c~O'O"'~L~l ~(]~"~iCt(~['~'~ Engineer s sig.atur~ - Date DHHS SIGNATURE :::: Approved for __ Disapproved. bedrooms. __ Conditional approval for 3 bedrooms, with the following stipulations: system pursuant .to permit ~umber sw990429 attached, {~oney in escrow shall released until this office has given final approval. This upgrade shall be completed by no later than June 15, 2000. Additional Comments Date 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 orderto satisfy certain federal and state req uiraments. 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. Municipality of Anchorage DEPARTMENT OF HEALTH & HUMAN SERVICES Environmental Services Division 825 L Street, Room 502 · Anchorage, Alaska 99501 · (907) 343-4744 Health Authority Approval Checklist Legal Description: '~-~ d ~(~) ~ }~-~ (~5~ Parcel I.D.: A. WELL DATA Well type [ ~lVi4(~ If A, B, or C, affach ADEC leper. ADEC water system number Log present ~/N, ~ Date completed ~/~/~ Total depth /q~/ Cased to ~2' Sanitary seal (Y/N) Date of test Static water level FROM WELL LOG Casing height (abo~,e ground) Wires properly protected (Y/N) AT INSPECTION Well production ~.~ WATER SAMPLE RESULTS: Coil form O Date of sample: Nitrate g.p.m. ~, ;;Z~, ,~. Od Other bacteria B. SEPTIC/HOLDING TANK DATA Date o~ Pumping Pumper C. ABSORPTION FIELD DATA Date installed /O]~6 qq Soil rating (g.p.d./ff'or~/bdrm) 0.% Systemtype '~['~Ch Le. fl, o' 5.0' Width Gravel thickness below pipe C~. O/ Total depth O. ~ I Effective absorption area ,~(D~ ,~ / Monitoring Tube present (Y/N)_.__~ Depression over field (y/N) ~ Date ~ Results (Pass/Fail) For ..----bedrooms Fluid depth in absorption field be~ Im~m~mediately after ~): Fluid depth (ins) Minutes later: ~ g.p.d. Pe~~ If yes, give date ~ 72-026 (Rev. 3/96)* D. LIFT STATION Date installed Manhole/Access (Y/N) Hig h~et at _ ~'re s tested ~ "Pump off" level at* *Datum E. SEPARATION DISTANCES SEPARATION DISTANCES FROM WELL ON LOT TO: Septic/holding tank on lot _I'/%~/ -~ Absorption field on lot /~-~LF'~ / -~ Public sewer main ~'~ / ~ Sewer/septic service line _ ~')/~ On adjacent lots On adjacent lots Public sewer manhole/cleanout Lift station SEPARATION DISTANCES FROM SEPTIC/HOLDING TANK ON LOTTO: Foundation I O~'/'JC Propertyline ~-'~' ~- Absorption field i (~"~ Water main/service line [~,~/~ Surface water/drainage[~-~/ J~ Wells on adjacent lots SEPARATION DISTANCE FROM ABSORPTION FIELD ON LOT TO: Property line )(~! 3L Building foundation ~-~l~/ ~- Water main/service line Surface water / (~)~) / ~ Driveway, parking/vehicle storage area '~ Curtain drain /P{-~ / ~L Wells on adjacent lots //_~L")/~- F. ENGINEER'S CERTIFICATION I certify that I have determined thru field inspections and review of Municipal ~ · in conformance with MOA HAA guidefines in effect on this date. Date HAAFee $ ~0 Date of Payment Receipt Number Waiver Fee $ Date of Payment Receipt Number 72-026 (Rev. 3/96)* il-zg-gg 14:;g FR0~CTE ENVIEONI~flTAL T-16g P.01/O2 F-~33 CT&E Ref. a: Cl~enl Nat~a' Proje~ Name: Chenl $artlple ID: Ma~x: FW$1D Sample RemarrY: Total Caliform (MF) CT&E Enviranmehtal Servioea Inc. Laboratory Division i!i gg64~4001 KND Engnneeong ~a T~lr~ngt~n $/D Lei 155A Onnkmg W~ 200 W. Power Drive Antron-age, AK g9518 Tel: (907) Fax: (907') 561-5301 Client PO~ ~a pl~.necl Dam/Time; 11/~ 14:38 R~e D~me: 11/2~ 1 T~hnl~l Ol~ ~ephen ~4~U~ PQL 0 ,",',1/11~ mi 3,.05 0.5 ragA. Metrlocl ~)'a.,aete Prep Anall~s LImi~ Dam ,Dam,, I,n~.,,, EPA 300 11/24.~a KAP 10.0 11!2~/99 SCL g'/~ el!~ed .~/d~O:~ 66-6~-AON -~.r.J-sg69z06 .~9NIW33NION3 GN~d :/~ ~.ua$ .Oct-12-gg ll:O~a~ Fro~-DOYO~ DRILLP" +90T$618985 T-243 P.O~/I~ Eagle River Engineering Services Laui~ Burets, P.E., R.L.S. p.o. Box 773294 007) 694-$195 tel · ~agle River, AK 99577-3294 (907) 694-3297 fax June I0, 1998 Debts Jenkins 19936 Stms~t Blvd ]Ch~giak, AK .Re: Lot 155A Tiddrington Subdivision · Dear Ms Jenkins: · At your request, we completed an additional inspection and engineering for ~e ~eptic for the .above referenced 3 bedroom single fsmily home. ilnitia]ly, the well production rate did not meet ~ minimum water production requiremenu of ,450 gallons per day. A 500 gallon water storage tank was installed to suppl~.racnt the well capacity and allow Municipal Health Approval.. · While testing the leachfield poriion of the system we noticed Water backing up into the segtlc frank. Subsequently you hired Charlie Bart to excavate into thc lcachfield to determine the causes and ~o see if it could be repaired, It was found that thc field was flooded with water and was not leaching out into the surrounding ground. It was therefore de~ided that the leachtield would have mbc replaced with a new field. As a first step we excavated a test hole on a portion of the lot 'where it was felt tha~ a gravity, feed leacldield might he installed if the ground conditions were . favorable. It w~ found after digging the ~es~ hole that the wal~r table was at a level of 7' below ' ground surface and that if a leachfield was installed in ~ area it would have to be a shallow : drainfield type and this would require a lift station. Thc soil has.nor been percolation tested at this time to d~ermine ~he size, The cost of a lit s~ation type leachfield can be in the $12,000 range due to the lift pump and w~.'ring. · The only other alternative for a gravity system is to almmpr a t~st hole in the BLM reserve : casement that mas along the North lot line and if there is improved soil conditions in this pardon of thc lot and then an attempt ~u be made to vacate the easement to allow construction. The · drawbacks of this plan would be that the cost of the vacation is typically $4,000 and thc time : needed to process the request (2 months). Wa suggest you discuss the alternatives with Mr- Bart i and we will hold off on doing a percolation rest until tha~ time. The east for our services would · be parc test-t300, Design--t500, Construction inspections-4;375, water samples $g$. The MOA permit fey for a coptic upgrade is $320 and this and the $300 MOA Health approval fey will lmv¢ to be paid upfront as we cannot l~.ovide these amounts prior to closing, · ~1997\9g-018b-rpt i F rom-DO¥ON DR[LU +90?5618586 T-~43 P. 04/I 3 F-GOT' If you havo ~ qucsdons please c~ll ou~ office ~t 694-5195. ,Sincerely, Louis Bmer~, P.E. TOTAL P. 0~ T-243 P.OZ/13 Eagle River Engineering Services Louis Butera, P,E. P.O. Box 773294 (907) 694-5195 tel Eagle River, AK 99577-3294 ' (907) 694-3297 fax ~'une 14, 1999 Debra Jenkins 19936 Sunset Blvd Chugi~, AK Re: -Lot -155A- -T-iflda'i~e~ ~ ubflivision ............................. Dear Ms Jenkins: You requested we provide an assessment of the flow rate capacity from the well and the installed storage tank/bladder combined. The well production rate as tested did not meet the minimum water production requirements of 450 gallons per day. The production rate was found to be ~60 gallons per day or 0.26 GPM. There is a storage capacity in the well casing of approximately 175 gallons when the well is at rest and fully recovered. You have installed a 500 gallon water storage system to supplement the well c~/pacity. This storage system can be filled from an outside spigot by a water haul truck. This results in an total capacity when everything is full of 737 gallons over a 4 hour period or 3 GPM if the flow is metered out at 3 (~PM. At the end o£the 4 hour period you are then reduced to 0.26 GPM. This assessment is based on the test data obtained 4-18-98 and is subject to variations. If you have any questions please call our office at 694-5195. Sincerely, Louis Butera, P.E. \1997\98-015-rptc 1