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Home My WebLink AboutDALZELL-SCHNEITER BLK 2 LT 16I)alz II- hneifer Block 2 Lot 16 #015-291-28 r ~ MUNiCIPALiTY OF ANCHORAGE l DEPARTMENT OF HEALTH & ENVIRONMENTAL PROTECTION ENVIRONMENTAL ENGINEERING DIVISION 825 L Street- Anchorage, Alaska 99501 Telephone 264-4720 ON-SITE SEWAGE DISPOSAL SYSTEM AND/OR WELL INSPECTION REPORT NAME PHONE LEGAL DESCRIPTION LOCATION ~e~ ~ ~ ~ NO' OF BEDROOMS ~ ~ ~O IF HOME.DE: W~dth Liquid depth ~O~ DISTANCE TO: [eX~ Dwelling PERMIT NO. Length Width ~th PERMIT NO. ~ I II Building foundation Nearest lot line ~ DISTANCE TO: ~ I~lass t Depth Driller Distance to lot line PERMIT ~ DISTANCE TO: Building foundation Se~r line Septic tank Absorption area(s) OTHER PiPE MATERIA~ SOIL TEST RATING 8~ DATE LEGAL 724313 (Rev. 825 'L PERMIT NO. HUN I C I PRL I TN-' OF RNCHORRGE IL): ~. DEPRRTHENT C~"~HERLTH RND ENVIRONMENTRL ~TECTION ~lg. STREET.,, RNCHORRGE, RK. 995~1 264-4?28 ON--~; I TE SEWER RPPLICRNT LOCRTION I~GRL WELl RND BOX 474 E SRR JRffiES ~NER (DBR S L~.6 B2 DRLZELL-SCHNEITER S,,'D LOT SIZE 5326~ ~QURRE FEET TYPE OF SOIL RBSORBTION SYSTEM IS: TRENCH MRAIHUH NUHBER OF BEDROOMS = 4 .SOIL RRTING (SQ FT?BR>= 85 THE REQUIRED SIZE OF THE E4~IL RBSORPTION SYSTEM IS: DEPTH= 10 LENOTH= 2~ GRRYEL DE. PTH= 6 THE LF-.NGTH DIMENSION IS THE LENGTH (IN FEET) OF THE TRENCH OR DRRINFIELD. THE DEPTH OF R TRENCH OR PIT IS THE DISTRNCE BETWEEN THE SURFRCE OF: THE GROUND lIND THE BOTTOM OFTHE E~CRYRTION (IN FEET>. THERE.IS NO ~ET WIDTH FOR TRENCHES. THE GRRYEL DEPTH IS THE MINIHUH DEPTH OF GRRYEL BETWEEN THE OUTFRLL PIPE RND THE BOTTOffi OF THE E~I=~A~TION (IN FEET). REQUIRED SEPTIC TRNK SIZE= t250 GSLLONS PERMIT' RPPLICRNT ~ THE RF~IBILI~ TO INFORM THIS DEPRRTMENT DURING THE INSTRI.LRTION INE4~ECTION~ OF RNY WELLS~ RDJFICENT TO THIS PROPERTY RND THE NUMBER OF RESIDENCES THRT THE WELL WILL SERVE. TWO (2) INSPECTIONS ARE RE[;!U I RFD B!~KFILLIN6 OF Ri~' ~TEM WITHOUT FINRL INSPECTION RND RPPROVRL BY THIS DEPRRTffiENT WILL BEr ~LIBJECT TO PROS'ECUTION. HINIffiI.IM~ DISTRNCE BETWEEN R WELL RND RN~ ON-SITE SEWRGE DI~PO~RL ~STEM IS 100 FEET FOR R PRIVRTE WELL.~ OR :L50 TO 288 FEET FROM R PUBLIC WELL DEPENDING UPON THE TYPE OF PUBLIC WELL. WELL LOGS FIRE REQUIRED RND MU~T 8E RETURNED TO THE DEPRRTMENT WITHIN ~'8 DRYS OF THE WELL COMPLETION. OTHER REQUIREMENTS MRY RPPLY. SPECIFICRTIOMS RND CONSTRUCTION DIRGRRHS tiRE RVRILRBLE TO IN~URE PROPER INSTRLLRTION. PERHIT E~PIRE$ DECEHBER ~l, ~ 978 I CERTIFY TI-IRT l: I RM FRffiILIRRNITH~THE REQUIREMENTS FOR ON-SITE SEWERS RND WELLS RS SET FORTH BY THE MUNICIPRLITY OF RNCHORROE. 2: I WILL INSTRLL THE S~STEM IN RCCORDRNCE WITH THE CODES. ~: I UNDERSTRND TI'IRT THE ON-SITE SEWER SYSTEM.HR¥ REQUIRE ENLRRGEHENT IF THE RESIDUE IS REMODELED TO INCLUDE MORE THRN 4 BEDROOMS. SUN CONS V~. 2 ~hOJECT TEST HOLE NO. SHEET 11 OF 2-17 CLIENT ELE~TOPOFHOLE 448~ W.O. DATE. 11/3/76 ~i2" Forest Duff 12" Damp, Yellow-Brown Organic Sandy Silt (OL) 2-17 (1) (10.7% Silt) Damp, Brown, Gravelly Sand (SW) 2-17 (2) Bottom, Dry Hole iON DEC 8 1.~76 RECEIVED WELL LOG Anchar Drilling Phone- ~nchorai:~e, Ak. J. E. Bumgardner Lot ~ ]6 Blk ,'~-2 Subdivision O i9 ft. ~and ~ Gravel 19 .............. ~1 ft. Clay & G?avel 31 --58 ft. (]lay 38 .40 ft. ~gnd, Gravel, [qailed 8 G]:M Feet of water in v~e]_l DAT'E RECEIVED INSPECTION APPOINTMENTS rIME ,~. TIME TIME DATE DATE DATE /VIUNICIPALITY OF ANCHORAGE MUNICIPALITY OF ANCHORAGE DEPT. OF I:?ALTH & DEPARTMENT OF HEALTH & ENVIRONMENTAL PROTEC'L~4~RONMENT,LL i .'.~'T~CTION ( ENVIRONMENTALSANITATION DIVISION MAR 1 9 REQUEST FOR APPROVAL OF INDIVIDUAL WATER AND SE~[h ~IL~ · PHONE PROPERTY RESIDENT Jif different from Ibo~) PHONE MAILING ADDRESS 5. LEGAL DESCRIPTION iT R E ET LOGAT, ON~.~..~/( ~..~ ~ J~J ~') 6. TYPE OF RESIDENCE NUMBER OFtBEDROOMS ~INGLE FAMILY ~ One ~ Four ~ Two ~ Five ~ MULTIPLE FAMILY ~Three ~ Six [] Other 7. WATER SUPPI~ J~NDIVIDUAL' [] COMMUNITY [] PUBLIC UTILITY 8. SEWAGE DISPOSAL SYSTEM J]~-~J~lVl DUAL/ON-SITE'° [] PUBLIC UTILITY ATTACH WELL LOG. A well log is required for all wells drilled since June 1975. For wells drilled prior to that date, give well depth (attach log if available.) YEAR ON-SITE SYSTEM WAS INSTALLED. NOTE: THE INSPECTION FEE MUST ACCOMPANY EACH REQUEST BEFORE PROCESSING CAN BE INITIATED. 72,010 (Rev. 6/79) THIS SIDE FOR OFFICIAL USE ONLY ._ 1. TYPE OF RESIDENCE [] SINGLE FAMILY [] MULTIPLE FAMILY NUMBER OF BEDROOMS [] ONE [] THREE [] FIVE [] TWO [] FOUR [] SIX [] OTHER 2. WATER SUPPLY [] INDIVIDUAL [] COMMUNITY [] PUBLIC UTI LITY Connection Verified 3. SEWAGE DISPOSAL SYSTEM [] I NDIVI DUAL/ON -SITE []PUBLIC UTILITY Connection Verified I-~SepticTank or []HoldingTank Size: !~ ~ If Tank is homemade give dimensions: TYPE OF TANK PERMIT NUMEER DEPTH OF WELL DATE DRILLED LOG RECEIVED PERMIT NUMBER DATE INSTALLED INSTALLER SOILS RATING MANUFACTURER MATERIAL IAbsorptlon Area ISe~r Line INearest Lot Line TOTAL ABSORPTION AREA ~eptic/Holdi~lg Tank 4. DISTANCES WELLTO: Absorption Area to nearest Lot Line 5. COMMENTS ~]'~'-APPROVED FOR · ~ BEDROOMS [] CONDITIONAL APPROVAL (letter must accompany certificate) r--I DISAPPROVED X~~ DATE 72.010 (Rev. 6/79) CHEMICAL & GI~.~LOGICAL LABORATORIES ~'~..': ALASKA, INC. TELEPHONE (907)-279.4014 ANCHORAGE INDUSTRIAL CENTER 274-3364 5633 B Street Drinking Water Analysis Report for Total Coliform Bacteria TO BE COMPLETED BY WATER SUPPLIER WATER SYSTEM: ,.D. NO. Water System Nero® ~o~ No. Mo, Day Yw Zip Code SAMPLE TYPE: r'l Routine [] Check Sample (for routine sample with lab ref. no. [] Special Purpose [] Treated Water [] Untreated Water SAMPLE NO. ~ I 3 I , I 5 I Time Collected Collected By TO BE COMPLETED BY LABORATORY Analysis shows this Water SAMPLE to be: ~' ~atisfactory [] Unsatisfactory 1-'] Sample too long in transit; sample should not be over 48 hours old at examination to indicate reliable results. Please send new sample. o T~e Rec,lved Analytical Method: [3 Fermentation Tube [] Membrane Filter Lab Ref, Ho. Result* Analyst I READ INSTRUCTIONS BEFORE COLLECTING SAMPLE BACTERIOLOGICAl. WATER ANAI,YSIS RECORD Location (s Current Pro M~ address Real Estat~ Municipality of, Anchorage DeveloPment Services' Department · ' B~ildiri~'SafetyDMsion' ' ' On:Site Water and'..W...aste'water Program 4700 Soutl~'Bra~aw St. ' ' · P.O. Box 198550 Anchor,~ge. AK'199519.-¢$50 ~"~'-, w~,,,u.c .anchorage.ek.us ~ ' CERTIFICATE OF HEALTH AUTHORITY APPROVAL FOR A SINGLE FAMILY DWEI_L!NG Expiration Date: dir,ections) I 0 ~.2.1 ~'c,~,r,-~ ,-,~,~,~ £~. Unless oth, 2, NUMBER OF BEDROOMS TYPE OF WATER SUPPLY:' Individual Well Individual Water Storage community Class ': Well Public Water System TYPE OF WASTEWATER DISPOSAL: ,,,, ~' Individ~a! On-site []; .--' i, '.lndiVidUa'l Holding tank : - Public Sewer [] The Municipality of Anchorage Development Services Department (DSD) Issues Certificates of H~Ith Authority Approval (HAA) based only upon the representations given in paragraph 4 by an independent professional civil engineer registered in the State of Alaska. Certificates of Health Authority Approval are required for the transfer of title (except between spouses) for properties served by a single-family on-site wastewater disposal and/or water supply system. DSD also issues HAAs upon request to homeowners. Certificates of Health Authority Approval are valid for 90 days from the date of issue for properties served by a private or Class C well end may be reissued with new water sample results· (Certificates may be reissued for a period of up to one year with vatid water samples.) Certificates are valid for one year for properties served by Class A or B wells or a public water system The Municipality of Anchorage is not responsible for errors or emissions in the professionaI engineer's work. Name of Firm FI~/"~? 7-~.,'4~'/c~¢ ..~.~-z,;,. <,,. Address I ~"1~'~ 0 ~c.4~ ~/'.~ Engineer's Printed Name .'T'~e~,~o,~ F.. . 4.'~.. STATEMENT OF INSPECTION.BY ENGINEER · :' ."-. ' · · As cart fled by my sea affixed hereto and as of the validation' date shown be;ow I verify that mv in ' iin~finn . ... . . .. ... · _ . , ves..o ....., ba~ed on procedures outlined in the Health Autho. fity Approv¢l ,.Gbidel.ines.for this applic~tion,.$hows that th~.on- site water supply and/or wastewater disposal ~ystem is(ar~) safe, fbnctional and adequate fer'the 'nur;nb~r of bedrooms and type of structure indicated herein. I further veriCy that based on the information obtained from the Municipality of Anchorage fi!es and from my investigation and inspection, the on-site water supply and/or wastewater disposal system is(are) i~ compliance with all applicable Municipa! and State codes, ordinances. and regulations in effect at the ti:r.e of installation. ' - ¢--,~/~ ~,'~,=/-,'. ,~? /t ~'¢ ~, ~ ~,~-.~ ~, Phone DSD SIGNATURE c/'"' Approved for Disapproved. Conditional approval for ...... ', ~,~, ~ ~[2~ ,~"~ ~ , ~ ~y..'.?.,~.. bedrooms, u.w. % ~ ,,.'. ~, bedrooms, with tho following stipulations: Aad ~ona Comments Attachments: HAA Checklist Septic System Advisory Well Flow Advisory M~i'r~'ter~'ance Agreeme_n, ts S~P~lem'~ntal Engineer S Report Other (Rev. 01102) Original Certificate Date: 100 mi. "Pump on" 'level at in. Datum . -. .... ...,,.:,~,..,... ,.~. ,." :~:! ~/~.~:-~...~:~ :.:.:!..; , ..2...... ..... ,, .' .'. ? . - - Size 'in .gall~s'~ '..'=',,~,?:i.i.i:: ,.:i::::;'!::, ~;i:: ~;~" .~i:~M~,'~ h 61 e.,'.A~ces s.' (y/~l)._~.___ "' : -' . ~ .'~.~.. ;;.:~:'~,,;::,, ::~ "Pump.;0~..lev¢l at':': "":: 'i6~'~;:;;?~..~'.'.;.~[~,h:wat~r alarm level at_in .Cycles.tested - .~- - . Meets'a arm &:circuit requirements? E. SEPARATION DISTANCES SEPARATION' DISTANCES FROM WEEL ON LOT TO: ;:,,L::',~ ,~'~:',:~'i.:., '.',' ,,.,?. : . ',:~. '-- - ~" Septic~tanldhft' stat~on':or~ lot / I ',/' :.'" Al~sorption field' ori..lot PubliC:sewer.mai/~ '~/*' · Sewer,:Is;~tiC!seh~.. b~iii~A '. 'i ~."-z.$' ~'' "O~..adjacent. lots ~: to~_.,. Public. sewer mannole/cleanout TANK ~"ON :EOT TO" Building foundation ,~" ' .property line' ?~f '. Abso~tio~'~id. ~" SEPARATION'DISTANcE FRQI~,~'~SORPTION.FIELD..QN'E~:TO! ~:" ' ;" :'" C~i"rl~i~ d~in.:::~'.~'.,~':.-.,~ ~-~,,~ Wells 'bn adjacent' o.ts:,. ':~' ~--~ "F; COMMENTS ~-: 9'~.~. ..:. ~.~.~'~ '~.o'~ t. .~/ '.:" ~u'~r.~,,....-..::~.~,. ........ ',.::,.-....~:.~ ~' '.... ". :. '. · .. ,. '. ...... ':.....:.:z......./..... ' .'.... '~ · . .. ,[ ~'~. '~,'1. '1.',.~."' ."; . ~:','~ ~"· ..i.: ..."'~":':.~":~'..:'~:~/ft,:'..' '?, '::'.,";:t.~' ''~ ENGINEE.R'S.'CERTIFICATI:ON. ' ' · ' "~ ...... . .'. · .'::. : .' : ~ ) ~ :: ..: .'.' ' ' ,"... '.. ' '. ':. '..: .'..." ' ..' ' ..., "' ." Date of. Payment-,...: ~.:~ / ~ 'z ,-~ :,.~>:.,"'x ~ . :::.¢:.......~ale'.**:Paymen't.-t::. :~.:.:~; :'~ '~::~ :.~-::. ~Rov.~210~) ,:..~ . . ' , t~'., ....?;-,.:?..~, ....~ 01-0.6-03 15:3Z FROM-CT&E EI~VIRON~NTAL SRV ~ _ La~mtory Division .~ Drinking Water Analysis Repo READ INS~U~IONS ON R~ERSE SIDE B~ORE CO~ING SAMPLE MUST BE COMPLETED BY WATER SUPPLIER PUBLIC WATER SYSTEM ID~ '~ PRIVATE WATER SYSTEM i~ Senci Results j.~ Send Invoice ,Send Results Send Invoice SAMPLE DATE: SAMPLE ~PE: Routine Repeat Sample (refer to lab no, J-I Treated Water i_-. Untreated Water T-331 P.Ol/Ol F-lgZ Date Receive{t: Time Received: Analysis Began; 200 W. Potter Drive Anchorage, AK 99518-1605 LA T~' (qnT) TO BE COMPLETED BY .Analysis silows this Water SAMPLE to be: '~,~, Satisfactory :'; Unsatisfactory .-i Sample over 30 hours old. Results may be uflreliabJe. . '~ Sample too long in transit. Sample shoula not t~e over 48 hrs old for analysis to indicate reliable results, Please send a new sample via special deliveP/mail. Analytical Method; Lab Ref No. MembmneFilter Result* Client ~f un~facto~ result~ ~ Special Purpose Time Collected Location Coltected from: CollectmJ: by (Initial): mm. G~, ~, 0~(~-,~I~',-C¢~-,= ,/"~'~/0 ~;~'~'m '/-,,,,f' Date: BACTERIOLOGICAL WATER ANAYSIS RECORD Time: MMO-MUG Result: Membrane Filter: Verffication: LTB BGB Fecal Coliform ConfirmaUon: Comments'. Total Coliform E. Cole Direct Count ~ Colonies/100mt COLIFORM Coli~or-~lO{~l Date: F¢q) Time: /~'~ bra Member of the SOS Group (Societe Generale de Surveillance) Municipality of Anchorage Development :Services Department Buiiding Safety Division On-Site 'Water and Wastewater Program 4700 South Bragaw St. P.O. Box 196650 Anchorage, AK 99519-8650 www.ci.anchorage.ak, us (907) 343-7904 CERTIFICATE OF HEALTH AUTHORITY APPROVAl_ FOR A SINGLE FAMILY DWELLING Parcell,D. O t~- - Zg/ -Z¢ GENERAL INFORMATION Complete legal description Location (site address or directions) Current Property owner(s) Mailing address Lending agency ~ Mailing address Real Estate Agent Mailing Address Expiration Date: Day phone Day phone --~'~ Unless otherwise requested, HAA will be held by DSD for pickup. 2. NUMBER OF BEDROOMS: ~ _ Day phone ~ ~/_<--/¢,~¢ TYPE OF WATER SUPPLY:" Individual Welt [] Individual Water Storage [] Community Class ~ Well []. Public Water System [] TYPE OF WASTEWATER DISPOSAL: Individual On-site Individual Holding tank Community On-site Public Sewer The Municipality of Anchorage Development Services Department (DSD) issues Certificates of Health Authority Approval (HAA) based only upon the representations given in paragraph 4 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) for properties served by a single-family on-site wsstewater disposal and/or water supply system. DSD also issues HAAs upon request to homeowners. 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. (Certificates may be reissued for a period of up to one year with valid water samples.) 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 fcr errors or omissions in the professional engineer's work. 4. 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 fcr 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-sita 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. Address Engineer's Printed Name DSD SIGNATURE ~" Approved for L~ Disapproved, Conditional approval for Phone Date :%: ~ _._....o .... bedrooms. ,. c;.. Ooo ... bedrooms, with the following stipulations: Additional Comments Attachments: HAA Checklist Septic System Advisory Well Flow Advisory Maintenance Agreements Supplemental Engineer's Report Other Original Certificate Date: ¢/-I0 Re Municipality of Anchorage Development Services Department Building Safety Division On-Site Water & Wastewater Program 4700 South Bmgaw St P.O. Box 196650 Anchorage, AK 995'19-6650 wv,~w.ci.anchorage.ak, us (g07) 343-?g04 HEALTH AUTHORITY APPROVAL CHECKLIST If A, B, or C provide PWSID # Sanitary seal (Y/N) Y' Cased to */O ft Legal Description: WELL DATA Well type Date completed Total depth q~ ft. FROM WELL LOG Date of test Static water level Well production WATER SAMPLE RESULTS: Coliform C) colonies/100 mi. ,~.seflie: Iv'.A. mg./L B. SEPTIC/HOLDING TANK DATA Tank Type./Material 0 Well Log (Y/N) Y Wires properly protected (Y/N) ~' Casing height (above ground) ~-; in. AT INSPECTION ,~' g.p.m. ~. '~ 'P g.p.m. Nltmte~', ~ mg./I. Other bacteda __ Date of sample: ~/&?/o[ Collected by: Date installed O colonies/100 mL /='/a/-/=,~, ?1.c~ 5%-¢ Tank size I ~. ~ gal. Foundation cleanout (Y/N) Date of pumping Number of Comparlments Cleanouts(YIN) Y' ~J.) High water alarm (Y/N) ~. ~. Dean over tank (Y/N) ~ _ o=. ,~/~0{~,~- Pumper ~ ~ ?~,~ ABSORPTION FIELD DATA Date installed (O / IOf' 1'4~ Soil rating (g.p.d./fl2 or It2AxIrm) ~,~ System type Total depth i0,~ ft. Eft. absorption area ~ Monitoring tube . Date of adequacy test ~'/'~2./~'Z. Results(Pass/Fail) ~'o~/ W Fluid depth in absorption field before test ~ in. Water added/?mY gal. Elapsed Time: -' min. Final fluid depth ~ in. Absorption rate >= Any rejuvenation treatment (past 12 mo.) (YiN & type) /,/oAe ~n o c~,~ If yes, give date Gravel below pipe O" ft. Depression over field For ~ bedrooms New depth ~ in. 600 g.p.d. D. UFT STATION Date instefled 'Pump on' level at Datum E. Size in gallons in. 'Pump off level at __ in. Cycles tested SEPARATION DISTANCES Fe Manhole/Access (Y/N) High water alarm level at Meets alarm & circuit requirements? SEPARATION DISTANCES FROM WELL ON LOT TO: Septic tankJliff station on lot I I ~/' Absorption field on lot Public sewer main A/- ,,4. Sewer/septic service line On adjacent lots On adjacent lots ~ I oo, Public sewer manhole/cleanout Holding lank A/. ~..' SEPARATION DISTANCES FROM SEPTIC/HOLDING TANK ON LOT TO: Building foundation ,J~' Property line 70 ~ Water main ~J./I. Water service line '~ ~o' Wells on adjacent lots '~ ~ ' SEPARATION DISTANCE FRoM ABSORPTION FIELD ON LOT TO: Property line Water Service line Curtain drain COMMENTS Building foundation Sun*ace water ~ Wells on adjacent lots Absorption field Surface water Watermain Dffimway, parking~ehide storage '~, HAA Fee $ Date of Payment Receipt Number (Rev. 12/O1) Waiver Fee $ Date of Payment Receipt Number CIV~ & ENVIRONM[ENTAL ENGINEERING · ENERGY CONSERVATION & ANALYSIS 14530 ECHO ST. THEODORE F. MOORE, P.E. September 4, 2002 PH: (907) 345-1355 ANCHORAGE, ALASKA 99516 Jeannie and Ron Guitreau P.O. Box 110589 Anchorage, AK 99511 Dear Mr. and Mrs. Guitreau: Per your request, on August 22, 2002 1 conducted adequacy tests of the water supply ~nd wastewater disposal systems serving the residence you own on Lot 16, Block 2, Dalzell-Schneiter S/D, located at 10221 Evergreen Street. I am pleased to report that both systems appear to be functioning adequately at this time. I am now submitting an applkation with the Municipal Development Services Department (DSD) for a Health Authority Approval (HAA) certificate. You or your Realtor can call them at 343-7904 to find out if the HAA is ready and then pick it up from their office at 4700 South Bragaw Street. The following is a report of my test procedure and findings. According to the driller's log the well was drilled in November of 1979 and has a total depth of 40 feet and a yield of 8 gpm. On the date of my test the static water level stood at 23.5 feet below the top of the casing. During the course of the test I pumped a total of,1744 gallons of water from the system at the maximum pump rate of 5.73 gpm which caused the water level inside the casing to be drawn to 28 feet, but no further. Based on the test datg, I determined that the well yield is'in excess of 5.7 gallons per minute, which is more than adequate for a single-family residence. Water samples collected on 8/27/02 were satisfactory showing 0 coliform or other bacteria per 100ml. and 3.20 mg/1 of nitrate nitrogen. The well seal you arranged to have replaced was necessary to bring it into compliance with code. According to the as-built inspection reports on file with the Municipality, the wastewater disposal system was installed in October of 1978 and consists of a 1250-gallon steel septic tank followed by 29 lineal feet of soil absorption trench containing 6 feet of sewer gravel. The monitor tube at the eno of the trench, however, extends approximately 2 feet below the invert of the distribution pipe. To assess the adequacy of the system on August 22, 2002 1 added 1744 gallons of water to it through the second compartment of the septic tank while monitoring fluid levels in the septic tank and soil absorption trench standpipes before, during and after the flow of water was stopped. The monitor tube at the end of the trench was dry at the start of the test, and no fluid ever built up in this pipe during the course of the test. Since the exact reabsorption rate couldn't be measured, I based my conclusion that the system is still adequate on its extremely large surge capacity (approximately 3 times the design daily water consumption, and significantly greater than the theoretical void space in the sewer gravel in the trench). On the date of the test which was near the end cfa prolonged rainy stretch there was a significant. flow of water in the drainage ditch between this lot and the lot to the north which is located approximately 67 feet from the septic tank and 75 feet from the sci,1 absorption trench. If this were classified as surface water a waiver would be necessary before a HAA certificate could be issuedl However, when I reinspected the ditch 5 days later it was completely dry, and after consultation with Dan Roth at DSD he informed me that this temporary drainage should not be classified as surface water. In conducting an adequacy test I attempt to provide a thorough, conscientious engineering analysis of the system. The reported results describe the performance of the system under the conditions encountered at the time of the test and the separation distances are measured to readily identifiable features. All septic systems eventually fail and satisfactory test results do not guarantee future performance of the system under different conditions, nor do they guarantee that there are no hidden defects or encroachments. Please feel fi'ee to give me a call if you have any questions on this report. Sincerely, Ted Moore, P.E. cc: Esther Baumgartner by FAX at 345-2180 ,12} ......... (" [~4'~°'~:~'~"i'''' " /~.,i')., )" I