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Home My WebLink AboutSTRZELEWICZ LT 13Ar'z lewicz Lot 13A #018-191-23 Municipality of Anchorage Development Services Department Building Safety Division On-Site Water & Wastewater Program, 4700 Sooth Bmgaw SL P.O. Box 196650 Anchorage, AK 99519-6650 www.d.anchorage.ak.us (907) 343-7904 On-Site Wastewater Disposal System and/or Well Inspection Report SW010084 Name:JIM SCHEFERS 14020 SABINE STREET * ANCHORAGE. AK 99516 No. ef 8edrooml: Ph°"':(907) 545--3032 *7 WELL: [] New [] Upgrade let Well Lot Une Foundatlon SEPARATION DISTANCES To ,-marks: EXISTING SEPTIC TANK WAS ABANDONED PER UNIFORM PLUMBING CODES. eDRNNFIELD UPGRADED FROM 5 BEDROOMS TO 7 BEDROOMS. Page 1 of ~ PlO Number:. 018-191-25 ~ Waatewater System: [] New · Upgrade ABSORPTION FIELD 2.5 1 - D 5034/ F-810 378 so. n DENALI SEWER & DRAIN 5/7-8/01 TANK · Septic 13 Holding n S.T.r p. ANCHORAGE TANK 2000 ~ STEEL 2 LIFT STATION BENCH MARK TOP OF CONCRETE SLAB 0 BACK DOOR AWWC, INC. Dates: 1st 5/7/2001 . Inspections performed by: 2nd 5/7/2001 3rd 5/8/200~. Department of Hoaltlf~'dd Humian.Services .approval R~v~i=)ed and approved by:.~.//~_~z~, (~,. ~ ~ 100.00 pERMff NUMBS: SW010084 AS-BUILT DRAWING DeARMOUN DRIVE pARCeL ID NUMBER: 018-191-25 EXISTING ,,\ A B ST1 28.6 31.1 ST2 37.3 37.3 DBL1 39.9 39.0 DBI9 40.9 39.7 F'S1 42.0 40.7 FS2 43.7 41.3 C01 54.1 65.1 MT1 66.8 66.2 C02 77.9 70.4 oOTE:THIS IS AN AS-BUILT DRAWING FOR UPGRADINGI E S[~'hC SYSTEM TO SERVE A 5 BEDROOM HOUSE I SERVE A 7 BEDROOM HOUS~ .I// / / / / PHONE NUMBER: PR~Rm to.: (907) 345-3032 JIM SCHEFERS STRAELEWlCZ SUBDIVISION; LOT 13A, AS-BUILT DRAWING OF SEPTIC SYSTEM UPGRADE ~ C.J.O. '" " 1" = 40' P'~" 7~(~R: 3 ness.'," pERMIT NUUBER: $W01006~ AS-BUILT DRAWING TOP OF' TANK INI. L~ =' 93[.79 OF TANK AT OUll. ET - 93.85 pARCeL ID NUMBIng: 018-191-23 INVERT OF BUNG/ AT INI.[T -- 93.21 NEW 2000 GALLON SEPTIC TANK OF BUNG AT OUTI.LrT ,- 93.14 97.05-97.23 m 97.49 FABRIC OF 90.95 · BOTTOM OF '~ENCH ~-~ WATER & WASTEWATER, · CONSULTANTS, INC. PREPARED FOR: (907) 345-3032 JiM SCHEFFERS STRAELEWICZ SUBDIVISION; LOT 13A, PROFILE AS-BUILT DRAWING OF SEPTIC SYSTEM UPGRADE 5/21/200'1 C.J.G. N.T.S. 3OF3 MUNICIPALITY OF ANCHORAGE Development Serv/ces Deparfment On-Site Water & Wastewater Program 4700 South Bragaw Street P.O. Box 196650, Anchorage, AK gg51g-6650 (~07) 343-7g04 ON-SITE WASTEWATER DISPOSAL SYSTEM PERMIT Upgrade Date Issued: Apr 26, 2001 Expiration Date: Apr 26, 2002 Permit Number: SW010084 Legal Description: STP, ZELEWICZ LT 13A ' Design Engineer: 0041 AK Water & Wastewater Consult. an' Owner Name: JAMES E. & AUDREY F. SCHEFERS Owner Address: PO BOX 110528 ANCHORAGE, AK 99511-0528 Parcel ID: 018-191-23 Site Address: Lot Size: 44206 SQ. FT. Total Bedrooms: 7 Permit Bedrooms: 2 This permit Is for the construction of: [] Disposal Field [] Septic Tank [] Holding Tank [] Priw [] Private Well [] Water Storage All construction must be in accordance with: 1. The attached approved design. 2. Ail requirements specified in Anchorage Municipal Code Chapters 15.55 and 15.65 and the State of Alaska Wastewater Disposal Regulations ( 18AAC72 ) and Drinking Water Regulations ( 18AAC80 ). 3. The engineer must notify DSD at least 2 hours prior to each inspection. Provide notification by calling (907) 343-7904 ( 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. ~5:-The following special provisions.: , A MINIMUM SIZED 2000 GALLON 2 COMPARTMENT SEPTIC TANK SHALL BE USED FOR THE CONSTRUCTION OF THiS PROPOSED WASTEWATER SYSTEM. , Date: Date: Municipality of Anchorage Development Services Department Building Safety Division On-Site Water & Wastewater Program 4700 South Bragaw SL P.O. Box 196650 Anchorage, AK 99519-8650 www.d.anchomge.ak.us (9O7) 343-7904 Parcel I.D. ON-SITE SEWER/WELL PERMIT APPLICATION FOR A SINGLE FAMILY DWELLING 018-191-23 Permit Number property owner(s) Mailing address (1) ,k~iHn,g-address (2) dim SCH[FERS P.O. BOX 110528 * ANCHORAGE. AK Day phone 345-3032 Zip Code 9cj511 Legal description (LoL Block & Sub'd.) Legal description (section. Township & Range) STRZELEWICZ SUBDFASION: LOT 13A. Lot Slze =_~~~ Number of Bedrooms 7 THIS APPLICATION IS FOR: Sewer Only ~ Welt Only Sewer and Well Water Storage Sewer Upgrade [] THIS PROPERTY CONTAINS: Hot Tub ~] Jacuzzi Swimming Pool Water Soffenlng Unit Therapy Pool [] I certify that the above information is correct. I further certify that this application is being made for a Single Family Dwelling and Is In accordance with applicable Municipal codes. ALASKA WATER &: WASTE'WATER CONSULTANTS~INC, Permit Fees: Date of Paynlent: Receipt Number, Waiver Fees: Date of Payment: Receipt Number. ALASKA ,,, - April 10, 2001 Municipality of Anchorage Department of Health & Human Services Division of Environmental Services On-Site Services Section P.O. Box 196650 Anchorage, Alaska 99519-6650 Reft Septic System Upgrade for Lot 13A, Strzelewicz Subdivision To whom it may concern: The existing 5 bedroom house is served by a private well and septic system. The existing septic system consist ora 1500 gallon septic tank and a deep trench type drainfield which was installed on November of 1994. The homeowner would like to upgrade the septic system from a 5 bedroom system to a 7 bedroom system in order to add an additional 2 bedrooms to the house. We are proposing that a new 500 gallon septic tank and a second deep trench type drainfield be installed for the 2 bedroom upgrade. Comments regarding the proposed design are summarized as follows: 1. SOILS: See the attached log which shows the soil classifications, groundwater monitoring, and the percolation test results performed by KND engineering. 2. TRENCll DESIGN: a. Percolation Rate: 10 minutes/inch b. Allowable Application Rate: 0.8 gallons/day/ft2 c. Number of Bedrooms: Increase form 5 to 7 d. Design Flow: 300 gallons per day ,, e. Minimum Absorption Area: 375 It' f. Total Depth: 14 feet (max.) g. Effective Depth: 7 feet h. Width: 2.5 feet i. Reduction Factor: N/A j. Minimum Length' 27 feet total k. Effective absorption area = 378 It 3. SURFACE WATERS: There are no surface waters within 100 feet of the proposed upgrade. 6901 Debarr Road, Suite 2B * Anchorage, AK 99504 Ph: (907) 337-6179 * Fax: (907) 338-3246 * Website: akwwc.com 4. TOPOGRAPHY: The average topography of this property is a 5 to 10 percent running from approximately southeast to northwest; in short, there are no slope concerns. The trenches are to be installed parallel to slope contours. I am unaware of any adverse impacts this installation would have on adjacent wells or septic systems. If you have any questions, please contact us at 337-6179. Thank you for your assistance. 'ness, P.E., M.S. NOTE: Attached is a site plan drawing, a design drawing, a topography site plan, a soils log, and a 7 page construction specification letter which are all part of the design package for this septic system. 6901 Debarr Road, Suite 2B * Anchorage, AK 99504 Ph: (907) 337-6179 * Fax: (907) 338-3246 * Website: akwwe.com I WESTWI_N'r C_ OUR_ T_... ~:~ POSOS~ N~ J p~__.~RMOUN. RO~I2_ I I T12N, R;~Wo $[¢. $~/o LOT 14. I / ! T12N. P,-~. SEC. ;]3° LOT 12. T12N. R.,~. SEC. ~3, LOT 21. T12N, R3W, $[C. 33, LOT lg, T12N. R.,'-W, SEC. ~3, LOT 20, ALASI{A WI'ER &-wASTEWATER,. · CONSULTANTS, INC. pREp,~RED FOR pHONE NUMBER: JIM SCHEFERS 345-3032 STRA£LEWICZ SUBDIVISION; LOT 1;~A, SITE PLAN FOR SEPTIC SYSTEM UPGRADE ~AT~: /10/ D01 BY: C.J.G. 1' = 100' 1 OF2 De ARMOUN DRIVE $~ sPUr~e frs) CLEAHOUTS 5 BEDROOM (PROPOSED 2 B~R~M SE~ T~K sPun~ (Fs) 5oo Ca:ON $[J:qlC TANK ALASKA WATER & WASTEWATER, ~ CONSULTANTS, INC. PHONE NUMBER: ;~REPARED FOR: JIM SCHEFERS 345-3032 [GAL OE~CRIFr~iON: ~TAELEWICZ SUBDIVISION; LOT 13A, TlfPE OF WORK: DESIGN OF SEPTIC SYSTEM UPGRADE ~PTIC 4/~ o/2oo~ C.J.G. 1" = 40' PAGE NUMBER: 20F2 Municipality of Anchorage Page " 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: .~¢o -~&7 PIDNumber: Name: · Wastewater System: ~ New D Upgrade ~d~,~ ~. ~=~ //~ 4~~ ~// ABSORPTION FIELD Ph~e:~ ~ ~/ ~ No.~edrooms: ~DeepTrench ~ Shallow Trench. ~Bed ~Mound ~Other Soil Rating: Total Depth from original grade: LEGAL DESCRIPTION Lot: Block: Subdiv~ion: Depth to pipe bottom from odginal grade: Gravel depth beneath pipe Township: Range:~ Sect~: Fill added above original grade: Gravel length: ~ ' ' ~ ~ Ft. ~7,~ / Ft. WELL: ~ New D Upgrade Grave~ widm~ ~Ft. N~mber/of .nas: OisUnce__be~ee~ ~i.~:Ft. Classification (Private, A,B,C): Total Depth: Cased To: Total absorption area: Pipe material: Driller: , , Dat~.D~ lied: Static Water Level: Installer: Date installed: Yield: ~mp Set at: Casing Height Above Ground: TAN K SEPARATION DISTANCES ~s~p~io ~ .o~ai.g ~ S.T.E.P. To Septic Absorption L[~ Holding Public/Private Manufacturer: Capaci~ in gallons: From Tank ReM Station Tank i Sewer Lines ~ Material: Number of Compa~ments: / / Line ~7/ ~o.~' / /~/~ at~ level at: High water alarm at: Foundation ~. ~ ~ /O/+ C;~a:~n / / / / ~ I Electr[cal Inspect[ons pedormed by: ~ BENCH MARK Remarks ~J ~,'.~ ~ ~p[~ ENGINEER'S SEAL Inspections pedormed by: ~ ~o ~ Department of Hea th and WATER AS BUILT AND WASTEWATER ABSORPTION SYSTEM L13A STRZELEWlCZ SUBDIVISION DEARMOUN RI 10' UTILITY /I #2 o S89'56'00"E 299.50' ~S~?. 69.50' 57.80' 68' 55.8' 21' IDATION D 116.41' WELL ONLY 30' ? ? 30' A-1 2.4' B-1 30.5' A-2 8.2' B-2 51.3' A-5 18.2' B-5 35.1' A-4 21.6' B-4 37.2' A-5 22,7' B-5 37.7' A-6 27.7' B-6 52.5' A-7 75,9' B-7 68.0' A-8 76.1' B-8 69.0' N89'56'12"W 299.54' LOT 1 3B PREPARED FOR: JIM SCHEFERS P.O. BOX 110528 ANCHORAGE, AK 99511 KNB ENGINEERING 20441 PTARMIGAN BLVD EAGLE RIVER, AK, 99577 696-6111 DATE: 9/15/95;10/6/95 /DR,~WING # S~-E: ~; ~ so' ] 94-S1-0610 AS BUILT DETAILS WASTEWATER ABSORPTION SYSTEM L15A STRZELEWlCZ SUBDIVISION 1500 GAL SEPI1C TANK O0I 0 0 CO CO [CO CO / ,I d dd d d t~ d d dd d d :~d --67 LF TRENCH -- -8 6' MINIMUM FROM BOTTOM OF 1~$T HOLE #1 2.4' INV. - 94.03' GRND. 98.84' #2 8.2' INV. = 88.99' GRND. - 98.74' #3 18.2' INV. = 89.04' GRND. = 98.61' #4 21.6' INV. -- 92.58' GRND. - 98.60' #5 22.7' INV. = 92.46' GRND. - 98.60' #6 27.7' INV. = 90.92' GRND. = 98.51' #7 75.9' INV. = 90.79' GRND. = 97.25' #8 76.1' INV. - 84.25' ORND. - 97.25' #9 INV. = 93.24' #10 INV. = 93.12' Note: Difference between survey elev. in #8 and depth on drawing due to debris in M.T. PREPARED FOR: JIM SCHEFERS P.O. BOX 110528 ANCHORAGE, AK 99511 KND ENGINEERING 20441 PTARMIGAN BLVD EAGLE RIVER, AK, 99577 (907)696-6111/FAX(907)696-8111 )ATE: 9/15/95;10/6/95 [ DRAWING NOT TO SCALE 194 S2-06/0 Municipality o! Anchorage DEPARTMENT OF HEALTH & HUMAN SERVICES 825 "L" Street, Anchorage, Alaska 99502-0650 SOILS LOG ~ PERCOLATION TEST PERFORMED FOR: .ItlV~ 51~.EFFEP--.5 /~t~[') ~'~tC~ L£GAL DESCRIPTION= 1 2 3 4 5 6- 7' 8- 9- 10 11 12 13 5 ILT.~ DV~R.E~LI I~.D~. U . DATE PEflFORME~~ Township. Range. Section: l~J i/~ ~..R~ "T"IZ N ~'~.~ . GIzAba') SLOPE WASGR6UNDWATER ENCOUNTERED? IF YES. AT WHAT DEPTH? SITE PLAN 15- 16- 17- 18' 19- Gross Net Depth to Net Read[no Date Time Time Water Drop I 5~ ~ N ,l/~,', ..~ J~ mtn ~ ~lN ~1~' '~ll~" 20 PERCOLATION RATE T£ST RUN BEI'WEEN ~ FT AND '~ FT COMMENTS ~,.~D L.I~ pERFORMEOBY; ~ /~ , ~ CERTIFY T~T THIS TEST WAS PERFORMEO IN 72~ {Rev. ~} PERFORMED FOR: LEGAL DESCRIPTION: 1 2 3 4 7 ~0 13 '14 16 ~7 ~8 20 Municipality of Anchorage DEPARTMENT OF HEALTH & HUMAN SERVICES 825 "L' Street, Anchorage, Alaska 99502-0650 SOILS LOG -- PERCOLATION TEST / DATE PERFOR~~ Township, Range, Section: SITE PLAN SLOPE WAS GROUND WATER ENCOUNTERED? IF YES, AT WHAT DEPTH? Depth to Water After Monitoring? '~ Date: Gross Net Depth to Net Reading Date Time Time Water Drop PERCOLATION RATE -- TEST RUN BETWEEN -- (minutes/inch) PERC HOLE DIAMETER __ COMMENTS d~-X'~'~ PERFORMED BY: ACCORDANCE WITH ALL STATE AND MUNICIPAL GUIDELINES IN EFFECT ON THIS DATE. DATE: 72-008 (Rev. 4/85) FT AND FT CERTIFY THAT THIS TEST WAS PERFORMED IN '~ "~ · MuNi~IPALITY OF ANCHORAGE 'OEPARTMENT OF HEALTH & HUMAN SERVICES On-Site Services Transmittal Sheet The attached paperwork has been reviewed and is being returned for the following ~reason(s): - -- Discrepancy in *legal description and/o'r',owner name. Discrepancy in number of bedrooms. . . Signature and/or-stamp missing on ~'~. Show measured distances to sewers/wells, .curtain drains and streams within 200 feet of proposed:system. Replacement disposal site not shown and/or tested. r, Calculation error :in design. __ Show lbcations of all soils, percolation or water table ~ . '~rj~' ' i tests .~*%:- ,:':~-~ ' ~ '*':iI~.-i f~r i : - ~3 j:~ ~ s~'~em too, 9eep ~.'. ~'*/ ' '-Topographic- informal'ion 'mi~sihg ~o~;' '~.'~ ~ Narrat~v~,mi'ssing 0r '~naae~%~'te. ~- .~.~nd filter~ ~r~qu~rements 'not satisfied. .... ' '" ' ' ~ ' Waker sample unacceptable baca~se Please su~ly the necessary information and request.~our coo~at,ion $~ appreciated. LEA VE THIS FORM ATTACHED TO PAPERWORK re-submit your /203-rev. 4/93 " ,~N~) ENGINEERING 20441 PTARMIGAN BLVD. EAGLE RIVER, AK 99577-8736 (907)696-6111/FAX (907)696-8111 October 18, 1995 Municipality of Anchorage Dept. of Health & Human Services On-Site Services Section P. O. Box 196650 Anchorage, Alaska 99519 ATTN.: Robert W. Robinson RECEIVED 1995 Municipality et ^nc~orage Del~t. Health & Human Services Subject: Notice of Violation for Lot 13, Strze!ewicz S/D Dear Mr. Robinson: On October 6, 1995, you issued a Notice of Violation to me on the above property for '*failure to submit" the as-built inspection within 30 working days of the completion of the project as specified in AMC 15.65.150.E. I wish to respond to that notice. This system was installed late in November, 1994. The foundation for the dwelling was in, but excess backfill material was piled around the block walls. At that time also, there was approximately 4-5 feet of snow on the ground, and the temperatures were near zero. The trench was originally readied for gravel backfill on November 14, however I rejected the gravel and halted the project. At that time both Dan Roth and Jim Cross were at the site and observed the gravel. The contractor was unable to obtain acceptable gravel immediately and therefore the trench was not again dug until November 23. At that time the contractor was unable to complete the final grading of the system. The owner of this dwelling is building as time permits; as a result the final grading has still not been completed. We have periodically checked with Mr. Schefers to determine when the work will be completed, lA~e found that the well was not drilled until June 20;-199~: As of September 28, l~the well was drilled but the pump was not installed, ~he finat grading was not 3~et completed, and the house was not plumbed. It is very clear that absolutely no use had been made of either the well or the new sewer system. ~)"' 'According the AMC 15.65.150F2.c, the final inspection report must include "the .,.?. elevation of the ground surface,...." without this information I feel certain that my ., ., report would have been rejected for lack of information. As a result, I held the , : .- [ report until that final information could be obtained and noted on the report that ~'.' · ~ .'~'~i~ final grading had not been completed. Notice of Violation for Lot 13, Strzelewicz S/D October 18, 1995 Page 2 of 2 i make every attempt to submit reports within required time frames. It is also important to me to be accurate with the information I include on these reports. I therefore, held this inspection report longer than normal in an attempt to be accurate. I trust the above information will explain the delay. If you have any questions, or advise on how to avoid this type of problem in the future, please call me at 696- 6111/FAX 696-8111. Sincerely, M. Duffus, P. E. MUNICIPALITY OF ANCHORAGE DEPARTMENT OF HEALTH & HUMAN SERVICES On-Site Services Transmittal Sheet The attached paperwork has been reviewed and is for the following reason(s): being returned __ Discrepancy in legal description and/or owner name. __ Discrepancy in number of bedrooms. . __ Signature and/or stamp missing on Show measured distances to sewers/wells, curtain drains and streams within 200 feet of proposed system. __ Replacement disposal site not shown and/or tested. __Calculation error in design. Show locations of all soils, percolation or water table tests. ~ l~systemStoo deep for soil test submitted. __Topographic information missing or inadequate. Narrative missing or inadequate. ~ Additional soil/perc test needed. ~ __ Sand filter requirements not satisfied. Water monitoring results missing or inadequate because X Incomplete; missing ~u~T ~:rL~-r[o~ __ Well lOg required. __Water sample unacceptable because Please supply request. Reviewe( the necessary information and .tour cooD~:ation is appreciated. re-submit your Date LEA VE THIS FORM ATTACHED TO PAPERWORK /203-rev. sAS-BUILT DESIGN DETAILS WASTEWATER ABSORPTION SYSTEM L15A STRZELEWlCZ SUBDIVISION ~: 1~5~0 GAL SEPTIC TANK O O C CO CO 8.2' CO ® ®®® ~ d d d(J d ~ · · F810 OR AL o MINIMUM FROM BOTTOM OF TEST #1 2.4' INV. = 94.05' GRND. = 98.84' #2 8.2' INV. = 88.99' GRND. = 98.74' #5 18.2' INV. -- 89.04' GRND. = 98.61' #4 21.8' INV. = 92.58' GRND. = 98.60' #5 22.7' INV. = 92.46' GRND. - 98.60' ~,~#.~ 27.7' INV. = go.g2' GRND. = 98.51' 75.9' INV. =.,"~0.79' GRND. = 97.25' ~#8 76.1' INV.,~ 84.25'· GRND., = 97.25' PREPARED FOR: JIM SCHEFERS P.O. BOX 110528 ANCHORAGE, AK 99511 KND ENGINEERING 20441 PTARMIGAN BLVD EAGLE RIVER, AK, 99577 (907)696-6111/FAX(907)696-8111 9/15/95 DRAWING NOT TO SOAEE 94--S2--061 0 , AS BUILT WATER ANO WASTEWATER ABSORPTION SYSTEM L13A STRZELEWlCZ SUBDIVISION ..... ........ ~ 8 99 50' z. ,,/10' UTILITY ESI~ T. f i ~ ,IDATION ONLY 0 ~ I 16' I I I LOT 1 3B I I A-2 8.2' B-2 31.3' A-5 ~8.2' B-3 55.Y A-5 22.7' B-5 37.7' ~' A-6 27.7' B-6 52.3' A-7 75.9' B-7 68.0' ~ ~ ~o~ ~}~; ~/,~/~C~o,.~~ PREPARED FOR: KND ENGINEERING ' ' 20~41 PTARMIGAN BLVD ~ ~ ~ JIM SCHEFERS EAGLE RIVER, AK, 99577 --~~ P.O. BOX 110528 ANCHORAGE, AK gg511 ~,m ~/~/~s SCALE: ~" = 100' 94-S1-0610 Lot; permit Number: Page .__~_/of ~ 'Municipality of Anchorage DEPARTMENT OF HEALTH AND HUMAN SERVICES ENVIRONMENTAL SERVICES DIVISION P.O. B°x 196650 · Anchorage, Alaska 99519-6650 · Telephone: 343-4~44 On-Site Wastewater Disposal System and/or Well inspection Report PiD Numb Wastewater System: j~i/New El Upgrade ABSORPTION .FIELD · of Bedrooms: Deep Trench [3 Sheilow Trench [3 Bed [3 Mound i~ other ~ Depth item orig~inat grade: WELL: LEGALDESCF ~ *N Range; El Upgrade ~l, New B,C): d To: Soft Rating: n beneath pipe Gcavetlength: ~t at: 'sEPARATION DISTANCES SuHeCe Water Lot Line Foundation ;u~ain :o in gallons: TANK [3 S.T.E.P. [3 Holding in gallonS; LIFT STATION Aanulacturer: High water alarm at: "Isvel at: ections peHormed by: BENCH MARK Elevation: EER'S SEAL ~ _ I ~.~- ~_~--~--~--r~ Dates: ls~ inspections performed by: ~ U 2nd~ Department et Health and Human Services approval __ Date: ~ Reviewed and approved by: Kenneth CE 7116 M-W DRILLING, Ino, P,O, I~ox 110378 * 10330 O1~1 ~ew~d H~ahway (907) 349-$535 ANGHORAG~=, ALASKA gg511 DRILLINO LOG Wctt Owner S.C.HEFERS~ JAMES & AUDRY Location (addre~ of: Township, Range, ~ection, if known; or distance re&in road LOT 13A STRT. ELEWICZ ANCHORAGE AK Depth in ~eet from ground sudace ~ of casing 6" Depth of Hole . 160'48~tee~ Casedto 160,48 feet 8t. tie wa~r leval~ - 27 {t. ~). ~low) land surface, F~i~h of we~ (cheek one) o~n end ( ~reen ( ); Pedorated ( . ~).. ~sc~be scr~n or pe~tlon .- ~ ' N/A .... Weft p~p~g test at 20 _ga~d~s ~ (~) (minute) for 1 .~our/wiLL 133 of ~aWdown ~om a~tiO 1~1, ,v Date of ~mpletio~ ~O June ~995 ',"' WELL tOO Gi~ detal~ of lormations penetrated, size of material, color ~d hardne~ x ); ft. CASING STICKUP FILL O~GANICS. ~RAV~LL~' SI~T' ~' ..... '. :h'~ ~'"'-.~ :~ J ~'BOULDERS .' ""'" '~,P~_VE~: SILTY ' SOME DARP ... ~RA~EL: SAND~ - DRY SAND: SILTY - S~.WATER RECEIVEr) Dept· Health & Human Serwces 124 TO 1 ?R TO. 155 'tO __,TO SAND: GRAVELLY GRAyEL:_StLT - S0~£ WA~ER ~,/~4~//~/ I/fl v I ' 0~'~6TM I -- CUSTOMER Rick Mystrom, Mayor Municipality of Anchorage Department of Health and Human Services 825 "L" Street P.O. Box 196650 Anchorage, Alaska 99519-6650 343-4744 July 31, 1995 James E & Audrey F Schefers PO Box 110528 Anchorage, Alaska 99511 0528 Subject: Lot 13A Strzelewicz Subdivision Permit ~SW940267, PID ~018-191-23 The subject permit, issued July 29, 1994 by this office for a single family well and/or on-site wastewater system, has expired as of July 29, 1995. A new permit must be obtained from this office for a well and/or on-site wastewater system NOT installed by the expiration date. If you have drilled the well, a well log must be sent to this office for documentation of the installation and to close the permit. If a licensed Professional Engineer has inspected the installation of the on-site wastewater system, the original as-built inspection report must be sent to this office for review, approval and documentation. All inspection reports must be submitted within 30 days of construction completion. When applying for a new permit, the fees are: $320.00 for an on-site wastewater permit; $120.00 for a well permit and $440.00 for a combined on-site wastewater and well permit. If you have any questions, please call this office at 343-4744. /Si~erely,~ Program Manager On-site Services enc: Copy of Permit cc: KND Engineering 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 WELL AND WASTEWATER DISPOSAL SYSTEM PERMIT PERlViIT ~ER:SW940267 DATE ISSUED: 7/29/94 DESIGN ENGINEER:K~ ENGINEERING EXPIATION DATE: 7/29/95 O~ER N~E:SCHEFERS J~ES E & A~REY F O~ER ~DRESS:20441 PT~IG~ BL~. EAGLE RIVER, ALAS~ 99577-8736 PARCEL ID:01819123 LEGAL DESCRIPTION: STRZELEWICZ LT 13A LOT SIZE: 44206 (SQ. FT.) ~ER OF BEDROOMS: 5 THIS PEP, I~4IT: 5 THIS PERMIT IS FOR THE CONTRUCTION OF: DISPOSAL FIELD /SEPTIC TANK / WELL 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 (18D2kC72) AND DRINKING WATER REGULATIONS (18AAC80). 3. THE ENGINEER MUST NOTIFY DHHS AT LEAST 2 HOURS PRIOR TO EACH INSPECTION. PROVIDE NOTIFICATION BY CALLING 343-4744 (24 HOURS) 4. FROM OCTOBER 15 TO APRIL 15 A SUBSURFACE SOIL ABSORPTION SYSTEM UNDER CONSTRUCTION DURING FREEZING WEATHER MUST BE EITHER: A. OPENED AND CLOSED ON THE SAME DAY B. COVERED, SEALED AND HEATED TO PREVENT FREEZING 5. THE FOLLOWING SPECIAL PROVISIONS. SPECIAL PROVISIONS: RECEIVEDBY: ~~-~ ISSUED BY: '~'~ ~- ~ DATE: DATE: EAGLE RIVER, AK 99577-8736 (907)694-2359/FAX (907)696-8111 June 24,1994 On-Site Services DHHS 825 L Street Anchorage, AK 99501 Dear Sirs: REF: Lot 13A, Strzelewicz Subd. Attached is our request for an on-site well and sewer permit for the above lot. As shown on the site plan, there are no conflicts with existing on-site well or sewer systems or with potential reserve areas. This lot is generally flat in both directions. There is adequate area on the north and south portion of the lot to install both an original and a replacement system. The natural slope will provide positive drainage away from the proposed installation site. There is no surface water within 100 feet of any portion of the proposed installation. We performed a soil test on this property to a depth of 16'. The soils were consistent below the first 3.25' and provided good absorption. The design we are submitting is based on the percolation rate of approximately 10 minutes/inch and was run between 6'-7'. The length of the proposed trench is 67' as identified on drawing 94-S2-0610. Thank you for your consideration of this request. If there are any questions, please call me at 696-6111 or leave a message at 694-2359. Sincerely, Kenneth M. Duf~s~.E. KND Engineering Attachments: On-Site Sewer Application Wastewater Absorption System Details Site Plan Soils Log/Percolation Test WELL WATER SiTE PLAN AND WASTEWATER A3SBRPTIBN SYSTEN L13A STRZELEWICZ SUSDIVISIBN DEARMOUN 14 19 SEPTIC Yf ELL 21 LOT SIZE: 44,200 SF FBOTPRINT ~8,000 SF TBI'AL AREA AVAILABLE FOR SEPTIC SYSTEM 16,200 SF PREPARED FOR: JIM SHEFKERS KND ENGINEERING 20441 PTARNIGAN BLVD EAGLE RIVER, AK, 99577 694-2359 SCALE, 1' = 100' 1 94-S1 0610 ]3 SIGN ]3 TATLS WASTEWATBR ABSBRPTIBN SYSTEH LISA STRZELBWlCZ SUBDIVISION -- 67 LF TRENCH I ROT 0 6 o LF TRENCH UAL DESIGN CRITERIA ]. SOILS RATING,/,',',',',',',','~GPD/SF 2, 5 BEDROOM HOUSE = 5 x I50 GPO/BEDROOM - 750 GPO 3. 750 GPO ~ 0,8 GPD/SF = 938 SF ABSORPTION AREA 4, 938 SF * (D)(7'D) = 67 LF TRENCH (MINIMUM) 5~ a' HD INSOLATION REQUIRED OVER TRENCH IF < 3' GROUND COVER 6, a' HD INSULATION OVER TANK IF < 4' COVER 7. INSTALL 1500 GAL STEEL SEPTIC TANK PREPARED FOR: JIM SHEFFERS KND ENGINEERING ~0441 PTARHIGAN BLVD EAGLE RIVER~ AK, 99577 694 2359 6118/94 { DRAWING ~o SCA~_~ 94 S2 061( Municipality of Anchorage DEPARTMENT OF HEALTH & HUMAN SERVICES 825 "L" Street, Anchorage, Alaska 99502-0650 SOILS LOG -- PERCOLATION TEST PERFORMED FOR: DATE PER FOR~V LEGAL DESCRIPTION: L. DT I~,A --<'T'~-~ L~ W l~..~ Township, Range, Section: O1= ~t L.-[' SLOPE SITE PLAN WAS GROUND WATER ENCOUNTERED? S IF YES. AT WHAT DEPTH? ~j /j~ pO Depth to Waler After 1 2 3 4, 5- 6- 7 8 9 10 11 12 13 14 15- 16- 17- 18- 19 20 Reading Date Gross Net Depth to Net Time Time Water Drop o - - q,, - I 5r~ ~ H '~/~" q~. i~, PERCOLATION RATE I ~ (minutes/tach) PERC HOLE DIAMETER TEST RUN BETWEEN ~ FT AND 7 ET COMMENTS J~'~DI_,'~ ~R.ESOAKP_,b'~P-.IOP-..'T'o'T'~-51'-IkI, G . ~0 ~J&-f~SR~ E[N~NT'EF.~E.D, PERFORMED BY: ~"~'- /J~v~lP I [J..~,~J~JE.T~ ~,t~. ~'~l.l~F~.~ CERTIFY THAT THIS TEST WAS PERFORMED IN ACCORDANCE WITH ALL STATE AND MUNICIPAL GUIDEUNES IN EFFECT ON THIS DATE, DATE: ~--~ / ~'/~/ 72-008 (Rev. 4/85} Municipality of Anchorage Development Services Department Building Safety Division On-Site Water and Wastewater Program 4700 South Bragaw St.' P.O. Box 196650 Anchorage.' AK 99519'-6650 WWw.ci.anchorage.ak.us (907) 343-7904 CERTIFICATE OF HEALTH AUTHORITY APPROVAL FORASINGLEFAMILY'DWELLiNG " GENERAL INFORMATION Complete legal description /,,o/- Location (site address or directions) Current Property owner(s) Mailing address Lending agency Mailing address Expiration Date: _~ - o~. ~=, .- ~ Z-~ Real Estate Agent r3,~,,~, ~.,~,.~,.,~ ~g~"~:~ ~o,,o.,~. Day phone Mailing Address ~oO ~o~~ ~ ~~a~ ~ .Unless othe~ise requested, H~ will be held by DSD for pickup. ~ / ~ ~ ~ ff NUMBEROFBEDROOMS: 7 "~ -ot~ ~o, ~ TYPE OF WATER SUPPLY: Individual Well Individual Water Storage Community Class. Public Water System Well [] [] [] 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 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 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 for 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 ~/erify that my investigation, based on procedures outlined in the Health Authority 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. Name of Firm ~'./,~/--/-r.,~, 7"'~,c4 ,,,;~'/~ .~'.~,--,,',e~r Phone 3' '/,5' -'~3'~,,~ Address 2'-/o"'~ ,~c'~,~ ..~'~..,, /}w~.~;c~,",~v~,,~,., ~ Engineer's Printed Name 4~o,~-~,'z ~ /'-~oc,,,~ .Date . - ' ..... ." ' '--~,'.', ' DSD SIGNATURE ', ' /Approwd 7 . : .. .. ~ ~ ,. · . . , ......... . Disapproved. ' Conditional approval for bedrooms, with the following sbpdTations: i Additional Comments Attachments: HAA Checklist Septic System Advisory Well Flow Advisory X Maintenance Agreements Supplemental Engineer's Report Other Original certificate Date: 5-,~-- ~_~"' O ~ (Rev. 01/02) Municipality of Anchorage Development Services Department Building Safety Division ~ On-Site Water & Wastewater Program 4700 South Bragaw St. P.O. Box 196650 ~Anchorage, AK 199519-6650 www. ci.anchorage.ak.us (,907) 343~7904 , HEALTH AUTHORITY APPROVAL CHECKEIST Legal Description: ~O Ic, ~.,3"2 '~ ~'¢' ~e IV' ~ ~ ~/~ -. A. WELL.DATA ~ ' . I r' ' . ' ~ r Well type. ?~P. · . 'IFA, B or C provide PWSID Date C~P[~d..~[ ~/9~., ,~Sanita, seal ~(Y/N) Totaldepth..',l~ ff. Casedto I~0 :~ ~;~ ~ -- FROM WELL LOG ~ : , ,, eVeJ ;r Date~fte~ ._ ~/~0/~ ,, -Static ~t&; ~ ~ Wires prope41yl ?tected (Y/N) casing height i '1 ' ~' :)~ve. . ,gr°und) : ' : .... ft. in. Welt pr0d u'(~tion WATERS,~M PLE R. ESUI~TS: Colifor~[~· colonies/1 00 mi, Arsenic: ---- mg./I. i , B. SEPTIClHOLIDING TANK DATA · ; , Nitrate!~O~'~1 mD.II..-~ Other bacte~i ~a' '~ colonies/100 mi Date of,.[sample:.¢/~3/o¥ Collected by: Tank Type/Material ,,~¢! lt~¢ ' / ,¢'J-e~.f' : . Date installed ; . , , , ; .... ': , .~ Tank slze~ ~ 9al. : Number of Compadments ' ~ : .Cleanouts.(YIN). ~oundation cl&anout (YIN) ~ . Depression over t~nk (Y/N) ;N :High wate~ a~rm (YIN) Da~e of,pumping-~/~ ~o ~ Pumper~ D~/, '~~,a~ C. ABSORpTIO~ FIELD DATA ' ' , .... :. ~ , 'L ~ ~ uatems~lleD~~ Soilrating (g.p.dJft'orfl'lbdrm)~. ~': System:tO~e: Length [ .... ~ ft. W~dth "' ~* ~'-fl.~ : ~ ,Gravelbelgwplpe' ,Total de'~h '"'1:~' ~' ' ~ 7~ ~2 ~ i ~ . Eft.'absorption area ~ft Monitoring tube.. ::~ Fluid depth in absorptiOn field before testl~ · . .!D~ )~ession over field, tV -.,.?' ' :For'.'~' bedrooms ill yeS, give date Elapsed Timid: 'P~ 2, m n. Final fluid del:Jth ~?~', '~{¢ in. . :: Absorption Any rejuvenation treatment (past 12 mo.) (yiN & type)',. ' ~n~' ~'w~c.~ New depth~t,~ in. g.p.d. LIFT STATION ~. Date installed "Pump on" level at in. Datum Size in gallons . "Pump off",level at~ Cycles tested ': in. in. Manhole/Access (Y/N) High water alarm level at Meets alarm & circuit requirements? SEPARATION DISTANCES SEPARATION DISTANCES FROM WELL ON LOT TO: Septi6 tbhk/lift St~{ion on lot Absorption field on lot Public sewer ~aJn , Sewer/~eptic Service line ....... On~dja'c~t"lo{s On adjacent lots "~ ~.¢-.,~ ' Public sewer manhole/cleanout Holding tank At,/¢;. ~ ,'"' SEPARATION DISTANCES FROM SEPTIC/HOLDING TANK ON iOT=TO: Building foundation ~ '7' Propertyline ~ Water main ¢,~./t. "~;": ' ~. ~ V~ter service line '~, Wells on adjacent lots' ;> SEPARATION DISTANCE FROM'~BSORPTION FIELD ON LOT TO: '~" Property line ~ ' Building foundation ~Z.~" Water main water Service line "~' ~'o ~ Surface water '~ ~'oo''~,~' -'~ ;' 'Driveway, · ..Ourtain,drain,-,MO,e~, £~,,e Wells on a'dj~c~t'l~)ts Absorption field .Surface'water F. COMMENTS'' G. ENGINEER'S c'E'I~'TIFICATION I certify'~th~t"l have determined through field ~nspechons and review of Municipal records that the above, systems are in · '" ' ' .~""" ' 'is' conformance w~th MOA HAA guidelines ~n effect on th ~late. Engineer's Printed Name "'/'~ Date /"3~.~.' '"~.~, ~..~-~ O ~ ~"' , HAA Fee $ Date of .PaYment (Rev. 12/01) Waige'r Fee $ 'Date of Payment Receipt'NO~ber. ~ m Q~ ~ '= ='~ ~ ~ -x- iN~n3SY~ xinan ~{ ~ 0 .~ ~ B} ~ :: ~ , 57.9 ~ 32.6 I ~ : ~ 24.1 :~ 0 ~ , , m ~ 6'~ m < ~ ~ =x m o~ ~ ~ 0 0 ~ { ~ ;'~ z G ~ ~ j~ ~ - ~.-" ~>~' 8~=o~ ' ~ (~ ~x 264 i= ~ ~l ~ ~=~ :: :~:: ::::] ~ c~~ =~ , .: :::. : ::. :2 f, < ~8~ : :::::::,'.~ ~o~' ~g~ ogo ' ~o~ ~~ 133WIS 3NISVS - Z ; I eo~ :0 24.1 ~X 2~,2 :: :i:!:-; J m J~ 0 C Z 0 )> 133WIS 3NISVS 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 ~)/.,~ ~ /~-/,~ ~' HAA # ~r'~'~O\L~ ~ ~1. \ 1. GENERAL INFORMATION Complete legal description Location (~ite address or directions) PrOperty owner Mailing address Lending agency Mailing address. Day phone_ Agent Address Day phone Unless otherwise requested, HAA will be held for pickup. NUMBER OF BEDROOMS: TYPE OF WATER SUPPLY: Individual well Community well Public water NOTE: X 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 If communitY wastewater system, provide written confirmation from State ADEC attesting to the legality and status of system. NOTE: 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 structu re 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 ' E ngineering Phone /~ ¢4--/~/// ~u,~ ~ ~'tarr~iga~ Bird, Address Eagte River, AK Engineer's signature DHHS SIGNATURE z~/ Approved for Disapproved. Conditional approval for bedrooms. bedrooms, with the following stipulations: By: 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 coudesy to purchasers of homes and their lending institutions in orderto 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. 72-025 (Rev. 1/91) Back MOAt¢21 Municipality of Anchorage DEPARTMENT OF HEALTH & HUMAN SERVICES Environmental Services Division 825"L" Street, Room 502 · Anchorage, Alaska 99501· (907) 343-4744 Legal Description: A. WELL DATA Well lype hV~ Log present (Y/N) Total depth Sanitary seal (Y/N) Health Authority Approval Checklist Date of test ParcelI.D.: ~l~ - Iq - If A, B, or C, attach ADEC letter. ADEC water system number Date completed ,,~e_ ~(D; Cased to / ~:~ Static water level Well production WATER SAMPLE RESULTS: FROM WELL LOG Casing height (above ground) Wires properly protected (Y/N) ATTN g.p.m, g.p.m. Coliform Date of sample: B. SEPTIC/HOLDING TANK DATA Date iustalled II Foundation cleanout Date of Pumping Date installed Leu~h & 7 ' Width Nitrate ./e.~ ½dan O. /Draft// Other bacteria Collected by: ~.M'D ~'r~tng~r'~ Effective absorptiou area Tank size 1500 ~ Depression (Y/N) /~/ High water alarm (Y/N) Pumper Number of Compartments ,j2 Cleanouts (Y/N) ~/ Soil ratin~g.p.d.~q2,%dcm) O. ~ ' Gravel thickness below pipe System type ~i~ee~ 7 Total depth Monitoring Tube present(Y/N) ¥ Depression over field (Y/N) /~J Date of adequacy test ~ Results (Pass/Fail) ~ For bedrooms Fluid depth in absorption field before test (in.); ~ Immediately after -- gal. water added (in.): -- Fluid depth -- (ins.) Minutes later: -- Absorption rate = -- g.p.d. Peroxide treatment (past 12 mouths) (Y/N) ~ If yes, give date -- D. LII~ STATION Date installed Manhole/Access (Y/N) / High water alarm level at*// / Cycles tested E. SEPARATION DISTANCES Size in gallons "Pnmp on" level at* / ofF' level at* SEPARATION DISTANCES FROM WELL ON LOT TO: Septic/holding taok on lot /OD ' '+ .; On adjacent lots [0 O' '+ Absorption field on lot t O O 4- ; On adjacent lots Public sewer main 75 ' 4 Public sewer manhole/cleanout Sewer/septic service line Lift station SEPARATION DISTANCES FROM SEPTIC/HOLDING TANK ON LOT TO: Building fonndatioo ~ ' '* Property line [/q ~ q' Absorptioo field / O ~ ~- Water mai~ffservice line ! o ' q' Surface water/drainage [0b ' '+ Wells oil adjacent lots lO O, ' -k SEPARATION DISTANCE FROM ABSORPTION FIELD ON LOT TO: Bailding foundation ,[ 0 q' Surface xvater / Water main/service line Driveway, parking/vehicle storage area Cnrtaio drain ~'C>' 4 Wells on adjacent lets /bt-> t ~ Property line /O ' q' F. ENGINEER'S CERTIFICATION I cert!fy that 1 have determined ,hn, field inspections and ,'eview of Municipal ..... m confi~rmance wtth MOA HAA gutdehnes m effect on thts date. Date //~/~ .............................................................................................................. HAAFee $ ~ ~ ~ Waiver Date of Payment ~ [/~/ Date of Payment Receipt Number /~ ~/7~ Receipt Number Rev. 8/95 eSS: haa.wk.doc ~D ENGINEERING 20441 PTARMIGAN BLVD. EAGLE RIVER, AK 99577-8756 (907)696-6111/FAX (907)696-8111 January 23, 1996 Jim Cross, P.E., On-Site Services Manager Municipality of Anchorage Dept. of Health & Human Services P. O. Box 196650 Anchorage, Alaska 99519 Subject: Lot 13A, Strzelewicz S/D Dear Jim: As a follow-up to my inspection submittal regarding the referenced property I would like to clarify an issue that has arisen regarding the soils investigation and subsequent test hole. During the permitting process one test hole was dug which encompassed both the original and replacement fields. Subsequent to that permit, it was decided to shift the field around to better utilize existing topography of the lot. In so doing, we contacted your office for approval of the re-design. Modification of the original permit was authorized subject to a new test hole that verified both consistent soils and showed no bedrock 6 feet below bottom of trench. On November 14, 1994, a second test hole (previously submitted) was dug to a depth of 20.5 feet from original grade. Neither water nor bedrock was encountered. Soils encountered were consistent with those found in testhole #1 and extended throughout the range of 3 to 20.5 feet. As indicated in testhole #1, the percolation rate of the soils was determined to be 10 mm.~mch. Based on that percolation ~'~ and the consistency of encountered, it was my opinion that the percolation rate for the other test hole would remain within the 5 to 15 min./inch range and more likely be approximately 10 min./inch. There were no conditions encountered that would lead me to believe that the percolation rate would increase by 50%. I have therefore certified the adequacy of the soils conditions as f~llng within the municipal guidelines of 0.8 gpd/sf. appreciate your assistance in this matter. If you have any questions please call me at 696-6111/FAX 696-8111. Sincerely, M.Duff -~ us, P. E.