Loading...
HomeMy WebLinkAboutVERN HAIK LT 4Vern Hal*k Lot 4 #051-061-82 Municipality of Anchorage •'* Development Services Department Building Safety Division �- -� On-Site Water and Wastewater Program, 4700 Bragaw SL P.O. Box 196650 Anchorage, AK 995196650 Page of www.ci.anchorage.ek.us (907) 343-7904 ON-SITE WASTEWATER DISPOSAL SYSTEM AND/OR WELL INSPECTION REPORT Permit Number: ADEC#9821-N9-147-242. PID Number. 051-061-82 N..e Stephen & Julia Cantwell Wastewater System: ❑o New ❑ Upgrade Aft.,,, 21501 Morninq Circle, Chuqiak, AK 99567 ABSORPTION FIELD prone 907-688-2468 Numb«aBeeroom94 pDeepT--h 13Sh-11—TI«w, 0s 0M«,m Oomec SM ROM Tool DOM ham MV.W ¢ape LEGAL DESCRIPTION 1.2 inprwe 10.0 Fr. Back La SuDOm-cn 4 Haik DOXh to Poa Dohm hpm anwW boas & "eepm b«wih pp Vern 2,4 Fi. 7.6 F1 TmnVW Rrge secicn FA-Ww abO.a0" 9,uft o, "L-.pn 1,4-2.13 FI. 38 FI. Well: New Upgrade G Nunb""ere- 1 D"1-.Ce b"w... r,.e 2 Ft. Ft Cla-"c"cn IPr""e, A B. C1. Communitv-"A" TOW DWhCNe" FI. b FT T"al ebe«pwn «N 577 F?l Pp "_ Men" D3034 & F810 0n11« D"e Dr"w SWc W"«Laval e1"W D"e"VIO! FI CCC Construction 09/01/1998 Y. Pups"n Cu.VHspMAbbe-G1 TANK GPM FI. FL SEPARATION DISTANCES 0 Septic ❑ Holding ❑ S.T.E.P. ❑ Other. To From Septic Tank Absorption Field LIR Station Holding Tank ubliUPftvate Sewer Line ea,.«. Anchorage Tank r 1250 G-1 M"enel Nunb«"Cc pwWo,t- W.1 2001+ 200'+ NA NA 25'+ Steel 2 s.iomw"« 100'+ 100'+ NA NA LIFT STATION W aVti.. 1A1Lm 51+ 10'+ NA NA G" 'Pump an' Mv" a 'Pump W MvN M Hpn "a1« "rm" Fa OBm 5'+ 10'+ NA NA h in in Pump Maks a MoOel EMarcal WNPe�b P«Mmw by G^-^p^^ NA '50'+ NA NA Rem-"" BENCH MARK "None Known Lon1m «a D--span. Bottom of siding '�-r•' . 100 FL Engineer's Stamp Inspections performed by: KND Engineering Dates: 1'.09/01/98 / 2n°10l15/98 _ + (E OF A(q��t Development Services Department kpproval J� .•••......-• .•'fy l� yP'•!, <. S Conditional Approval Dater"'� Kenne+h fA. ufi '- •. C E7 1 I1�;; 4 Reviewed and approved by: �l% Date: r $ ..... rlt� FES510��" March 26, 2008 AR(MRRA ENGINEERING AND SURVEMG, INC Municipality of Anchorage Development Services Department On -Site Nater & Wastewater Program P.O. Box 196650 Anchorage, AK 99519-6650 Subject: MOA On -Site Wastewater System Documentation -- Vern Haik, Lot 4 The owner has requested we proceed forward with the documentation of this system on the Municipal of Anchorage's (MOA) Inspection Report. The above subject property's wastewater system was originally designed and approved as a duplex by the Alaska Department of Environmental Conservation (ADEC). Subsequently, the property is now a single-family residence and after discussions between your office and the owner—we are submitting to you the attached MOA documentation with original signatures. Included in this submittal are copies of the ADEC submittal and the approvals to construct and operate. We do not expect there to be any adverse effect on adjacent lots by the continued use of this existing system. If you have any questions, please contact me at 868-3792 / FAX 868-3793. Respectfully submitted, ArcTerra Engineering & Surveying, Inc. Kenneth M. Du € Attachments: Wastewater Absorption System Details/Site Plan Soils Log/Percolation Test ADEC Record Documents AS -BUILT SYSTEM DETAILS/SITE PLAN VERN HAIK S/D, LOT 4 Permit ADEC#t9821-WW-147-242 .ti 1.79 LOT 4 SEPTIC ; TOP OF SLOPE _❑T 3 KNDi 4 BDRM HOUSE ;WATE ',LIN FCO ' 1250 JRES VE SYST M�u 0 Ki L ® --- TN -1 --------____ -------- 30' Utit TeLecooY Esmt A -C=32.0' towns B -C=28.7' R A -D=40.0' B -D=23.3' °'EO`E : KMO A -E=45.1' o B-E= d/ A -F=73.573.5' Jm K" 98062 B -F=23.2' +0.._%ojk �F.-AL9S *.49 C FINAL GRADE 1_L SEWER ROCK 1 38' PREPARED FOR: JULIE 6 STEVE CANTWELL P.O. BOX 201356 ANCHORAGE, AK 99520 -'FIELD BOOKS towns 9O mr.. TNH oRAW' KM Sf. TNH °'EO`E : KMO .ShclT: O.IE: 10130 tnn: NW146 "t"o ML 98062.DWG Jm K" 98062 SCALE- 1' = 50' LOT 7 VACAN SYSTEM VACAN V.ms t .L• SCALE: NTS 85.2 0 m a W.rt. ,wmxwn[rrt. r. m mm, !4 ll LLL) ENGINEERING 20441 PTARMIGAN BLVD. EAGLE RIVER, AK 99577-8736 (907)696-6111/FAX (907)696-8111 WELL & WASTEWA) ER DISPOSAL SYSTEM DETAILS/SITE PL VERN HAIK S/D, LOT 4 I I I— W W H Vl 2 U V1 IY O u K I DLOT 1 LOT 12 VACANT ALL LOTS SERVED IT Cn.uNITV WATER NO PUBLIC WELLS WITHIN 200' Or PROPOSED SYSTEM W PRIVATE WELLS WITHIN 200' Of PROPOSED SYSTEM EXCEPT AS NOTED. No SEP00' TIC SYSTEMS WITHIN 2OI' PROPOSED WELL EXCEPT AS NOTE& Q ....A.Z4 : '. EVAV "RofE33lo'o, -m- DAWN LANE nAe2 141Ticl—Tilico,i t--- 7 IX 1 N I LOT 2 •SEPTIC LOT 3 PROPOSED / tV �o LOT 5 SEPTIC �T4,,.���'�� LOT 6 VACANT SLOPE LOT 7 VACANT IRIMARY SYSTEM VACANT 1.1 I VACANT I VACANT DESIGN DETAILS 4 BDRM X 150 GPD = 600 GPD 600 GPD/1.2 GPD PER SO. FT. (1.2 MIN/IN.)= 500 SO. FT (500/(7'(D) X 2 > (7.0' GRAVEL) = 35.7 FT. TRENCH USE 1 TRENCH - 36 (L) X 2' (W) X 7'(D) Total depth of system Is 10.0' from original grade. Total depth of gravel below distribution pipe Is 7.0' . NOTES: 1. USE 1250 GALLON SEPTIC TANK. INSULATE TANK IF <4' COVER. 2. INSULATE TRENCHES WITH 2' HD BURIAL FOAM. 3. CONTRACTOR WILL ENSURE MAXIMUM 2% SLOPE INTO SEPTIC TANK. 4. ADDITIONAL FILL WILL BE ADDED OVER SYSTEM TO ACHIEVE MIN. 3' COVER IF REQUIRED. PREPARED FOR: JULIE 6 STEVE CANTWELL P.D. BOX 201356 ANCHORAGE, AK 99520 Scale: 1'= 100' PAGE 1 OF 3 14111 LW ENGINEERING 20441 PTARMIGAN BLVD. EAGLE RIVER, AK 99577-8736 -6 FIELD BOOKS CICPUTED: DOIINDARY: N DRAW: <M STAM`"Q TNH CHECKED: KMO ASDULT: _ DATE: 6 . Owl PIE: ORO: NW146 ADA' "LQ 98062.DWC 40 "R` 98062 Scale: 1'= 100' PAGE 1 OF 3 14111 LW ENGINEERING 20441 PTARMIGAN BLVD. EAGLE RIVER, AK 99577-8736 -6 WASTEWATER DISPOSAL SYSTEM DETAILS VERN HAIK S/D, LOT 4 \0 4 BDRM DUPLEX 0 —150 GAL, Jo COMT C M aEp--- --- S—Y—S T—Em- 30' Util • CO Teleco -ft, PREPARED FOR: JULIE L STEVE CANTWELL P.D. BOX 201356 Jod 1 #A ANCHORAGE, AK 99520 KENNETH Mr]g.�S� ............ FIELD BOOKS cowxo, C A: 00"Nomr- TNH ON` KMQ KMD �-' TNH "CO(M. Z -A 9 STAAr *59mt DAM 5/26 M ME: am NW146 98062.DWG 98062 DOF 0. D OPOSED F TH #98-1 Esmt Scale: I'= 20' PAGE 2 OF 3 U11\1LW ENGINEERING 20441 PTARMIGAN BLVD. EAGLE RIVER, AK 99577-87361 • IM ill) ENGINEERING 20441 PTARMIGAN BLVD. EAGLE RIVER, AK 99577-8736 SOILS LOG — PERCOLATION TEST PERFORMED FOR: SIeele OIL /e &ylkk lGzll— DATE PEI 7 -// /*1 '/ LEGAL DESCRIPTION: Ve✓/i NLI/� LO / / Township. Range. SeC. 9, 9-1 SLOPE SITE PLAN .DEPTH (FEET) Aly 3-1 -4 layCC - 0 2 � 4 �� /JO 0/-- ax�G$ 5 O G(06blG5 'FD �Z " 6 -4, 7] 8 12- 13- 14- 15- 213 14 15 0 16 i"--1— $ oil. 1) 18 19 WAS WATER ENCOUNTERED? Alo IF YES, AT WHAT A! �.! DEPTH? /� Deem to Water ulcr� monitoring? D71c 20 { I / Z UPERCOLATION RATE L (minutevinn) PERC HOLE DIAMETER - TEST RUN BETWEEN -� r FT AND'/ D _1—FT COMMENTS PERFORMED BY. n,Y1 1 CERTIFV THAT THISTESTWAS PERFORMEDIN ACCORDANCE WITH ALL STAT AND MUNICIP L GUIDELINES IN EFFECT ON THIS DATE DATE: 72-008 IS". 4/85) VA MIAM 20 { I / Z UPERCOLATION RATE L (minutevinn) PERC HOLE DIAMETER - TEST RUN BETWEEN -� r FT AND'/ D _1—FT COMMENTS PERFORMED BY. n,Y1 1 CERTIFV THAT THISTESTWAS PERFORMEDIN ACCORDANCE WITH ALL STAT AND MUNICIP L GUIDELINES IN EFFECT ON THIS DATE DATE: 72-008 IS". 4/85) n M TONY KNOWLES, GOVERNOR DEPT. OF ENVIRONMENTALL CONSSERVAIJTUIONN DIVISION OF ENVIRONMENTAL HEALTH DRINKING WATER and WASTEWATER PROGRAM 555 CORDOVA STREET Telephone: (907) 269-7519 ANCHORAGE, AK 99501 Fax: (907) 269-7650 http://www.state.ak.us/d cclb om elbtm July 21, 1999 Mr. Ken Duffus, P.E. 20441 Ptarmigan Blvd. Eagle River, Alaska 99577 Re: Vern Haik Lot 4 ADEC # 9821 -WW -147-242 Dear Mr. Duffus: You will find attached the final Certificate to Operate for an on -lot domestic wastewater disposal system four a four bedroom duplex at Lot 4, Vern Ilaik Subdivision off Morning Circle near Eagle River. An Owner's Statement that has not been completed is also attached. Please complete this form and return it for our files. Respectfully, William R. Ricth, P.E. Environmental Engineer WRR/cf Enclosures: As Stated Aon - -rD C,'w S T . STATE OF ALASKA DEPARTMENT OF ENVIRONMENTAL CONSERVATION CONSTRUCTION AND OPERATION CERTIFICATE FOR DOMESTIC WASTEWATER DISPOSAL SYSTEMS ADEC Jr 9821 -WW -147-242 A. APPROVAL TO CONSTRUCT Plans for the construction ormodificationof Ata eIJP Fca—A FeuR, 8EDRo UP�tE cM 0 -----� 4 o T 4, ..V PRN H A I K OFF /40AW I M& CtgC1r E domestic wastewater disposal system located ircrWeAR FAGbE mV E(Z , Alaska, submitted in accordance with 18 AAC 72210 t� by UD E'1J619EER1N6 . MR, KEN PuFEU5 have been reviewed and are approved. conditionally approved (see attached conditions). BY TITLE DATE If If construction has not started within two years of the approval date, this certificate is void and new plans and specifications must be submitted for review and approval before construction. B. APPROVED CHANGE ORDERS Change (contract order number or descriptive reference): C. APPROVAL TO OPERATE Approved by: Date: The "APPROVAL TO OPERATE" section must be completed and signed by the Department before this system is made available for use. The construction of the OAI—,40% domestic wastewater disposal system was completed on !moi (9 98 (date). The system is hereby granted interim approval to operate for 90 days following the completion date. BY TITLE DATE As-built(record drawings, submitted to the Deparanent, or an inspection by the Depattmem, has confirmed that the domestic wastewater disposal system was constructed in substantial conformance with the approved plans. The system is hereby granted final approval to operate. BY (Rev 4/97) TITLE DA 1t�INT D ENG_�EERING� 20441 PTARMIGAN BLVD. EAGLE RIVER, AK 99577-8736 (907)696-8111 January 6, 1999 Department of Environmental Conservation 555 Cordova Street Anchorage, AK 99501 Dear Sirs: Subject: On -Site Septic System Approval — Vern Haik Lot 4 This is to certify that the subject on-site septic meets or exceeds minimum state requirements. The system was built to the specifications approved by ADEC: #9821 -WW -147-242. The Septic As -built is enclosed. Based on this investigation, which was completed in compliance with state health regulations, I have certified the adequacy of the system. In addition, it is my opinion after review of the local soils conditions that this system poses no health or safety threat to adjoining properties or other individuals. The owners of the subject property are Steve & Julie Cantwell of Anchorage. The contractor was Charles Mowrer of CCC Construction in Eagle River, and the date of construction was in June of 1998. KND Engineering provided the engineering services. If you have any questions regarding the adequacy of this system or the methods and/or procedures employed during our inspection or evaluation please feel free to contact meat (907)696-6111/Fax(907)696-8111. Respectfully submitted, Y.IM Engineering f+� Encl.: Septic cc: Steve & Julie Cantwell file AS—BUILT SYSTEM DETAILS/SITS PLAN VERN HAIK S/D, LOT 4 Permit ADEC#9821-WW-147-242 SEPTIC J ..... ............... .OT 3 K D. NAT i LOT 4 TOP OF SLOPE 4 RM 2";,, DUPBDLEX 30, Esmt SCALES V = 50' LOT 7 VACAN SYSTEM VACAN A -C=32.0' B -C=28.7' A -D=40.0' FINAL GRADE 02.6 B -D=23'3' A -E=4'5 1' 1250 GAL D -E=21. Z' SEPTIC c� A -F=73.5 4TANK SEWER ROCK B -F=23.2: ... ....... ......... 1'�� Jor 91 .....//4............_ ........... AA-il Aw JfSslo`W' Am - I — 38* PREPARED FORi JULIE L STEVE CANTWELL P.D. BOX 201356 ANCHORAGE, AK 99520 FIELD BOOKS 90'r TNH sT. ' TNH ASBMT. ON FLE-. we nLE- 98062 com�. DRAW: Kmp Cwmm:KMD DAM 10130 anm NW146 No: 98062 W 1 SCALES NTS 652 sa &\.l\lLL9 ENGINEERING 20441 PTARMIGAN BLVD. EAGLE RIVER, AK 99577-8736 11 uuu°"�i'Nt"CSYINV1'fbH!'CbH4'�'fV`dtiibtir,ti'guiujuggul°gl'14kil�yntllV"5bi'('f"MVV"h.,p�'uuuuiummuuuuiiiuuii�yu�uw�unu ' 717NYKNOWLE,%OOVEHNOR I DEPT. OF ENVIRONMENTAL CONSERVATION FAXWD DIVISION OF ENVIRONMENTAL HEALTH DRINKING WATER and WASTEWATER PROGRAM 555 CORDOVA STREET Telephone: (907) 269-7519 ANCHORAGE, AK 99501 Fax: (907) 269-7650 http:/Avww.state.akus/dec/home/htm Mr. Ken DufAu, P.E. June 1, 1998 KND Engineering 20441 Ptarmigan Blvd. Eagle River, AK 99577 Re: Vem Haik Lot 4; ADEC # 9821 -WW -147-242 Dear Mr. Duffus: I have reviewed your request for an on-Iot wastewater system for a four-bedroom duplex near Eagle River in Vern. Haik Subdivision Lot 4 Off Morning Circle. Attached you will find anApprovaf to Construct form for this site near Dawn Lane and Gorsuch Street The Cert cation to Construct constitutes written approval required by A.S. 46.03.720(a) for wastewater. The Certificate to Operate for the system will be issued when the Department has approved the applicant's engineering as -built plans. Inspection and sign -off of as -built plans shall be performed by a professional engineer registered in the State of Alaska. Arrangements for this inspection work are the responsibility of the developer. This approval does not imply the granting of additional authorizations, nor obligate anystate, federal, or local regulatory body to grant required authorizations. If constriction or operation have not begun within two years afler Issuance of plan approval, the approval is void, and plans must be submitted to the Department for review and approval. Any future expansion of the subject project will require additional approval from this office. All future correspondence should Include the above project number. WRR/cf Enclosures: As stated Respectf lly, William R. Rieth, P.E. Environmental Engineer ASN D ENGINEERING 20441 PTARMIGAN BLVD. EAGLE RIVER, AK 99577-8736 (907)696-6111 /FAX (907)696-8111 May 26,1998 Department of Environmental Conservation State of Alaska 555 Cordova Street Anchorage, AK 99501 Dear Sirs REP: Request for Approval to Construct Proposed On -Site Wastewater Disposal System — Vern Haik Lot 4 Transmitted herewith is our proposed design for an on-site wastewater facility. Design calculations, assumptions and wastewater flow calculations are attached for your review, in addition to a site plan. The property is to be served by a community water system adjacent to this parcel. General Comments The proposed site is has a steep grade on the north portion of the property and a relatively flat grade on southern half, with an approximate grade of 7% sloping towards the north and northwest. Surface runoff from the site goes to the north and around the existing driveway and ultimately ends up being absorbed into the surrounding ground in various low areas which infiltrates back into the ground water. The area surrounding the site is heavily treed. There is no open or standing water within 200'+. The area is well drained and slopes away from the proposed septic field. Usage The proposed usage is for a duplex residential house having a total of four bedrooms. Estimated usage is based on the number of bedrooms. There is no future expansion anticipated at this time. Peak loading will occur in the morning and evening similar with other residential usage. The owners of the property are Steve & Julie Cantwell. Soils Test One test hole (as identified on the site plan) was dug on May 15, 1998, to a depth of 16 feet. No water was encountered during the excavation. A monitoring tube was placed in the test hole and monitored after 7 days with no water encountered. A percolation test was taken between 3 - 4' with an average percolation rate of 1.21 minutes per inch. The results of the specific test are attached for your reference. The soils encountered were poorly graded sandy gravels with some silt as identified on the soil log. Site lan The existing building location and property corners have been surveyed and are represented accurately with respect to the proposed facilities. There are no wells on the property and the proposed water line has been shown on the site plan. Upon completion of construction a final as -built will be conducted and submitted for your approval. REF: Request for Approval to Construct Proposed On -Site Wastewater Disposal System — Vern flaik Lot 4 May 26,1998 Page 2 of 2 Design Details We have provided for a conservative design to provide additional flexibility for any future changes. Additional design considerations may occur during construction including insulation over the field for additional protection against freezing. Specific Items Included in this Request Wastewater Disposal System Details/Site Plan Soils Log/Percolation Tests Design Calculations/ Flows Owner The proposed system shall be operated, maintained and repaired by: Steve & Julie Cantwell P.O. Box 201356 Anchorage, AK 99520 (907)688-2468 Conclusions The proposed on-site wastewater disposal system for this site, as shown on the attached documents, exceeds existing, as well as anticipated usage. If future expansion were anticipated beyond what has been proposed a new analysis would be necessary for the system. As the building and proposed facilities have minor normal loading, it is anticipated that the proposed design will be more than adequate. If you should have any questions or need additional information please contact me at 696-6111 or fax at 696-8111. Sincerely, MIT) Engineering OFA� 11 •'''.«.....,•45.11 enneth Duffu ��•'' '•.�9�1 i *!491"* *' loge.*... .. .... •.... •... Enclosures: as noted t �•�••. - Kenneth cc: Julie & Steve Cantwell �j�.• ,�c/E 711 file If F9F,•�%Si'••E`'�� %%`ROFESS%Ip-, Calculations for Vern Haik Lot 4 Duplex Residence REF: EPA Design Manual for On -Site Wastewater Treatment System Design Criteria: Building S. F N/A Usage Multi -family #Units 2 # Bedrooms 4 Future Expansion No Loading per Unit N/A Loading per Bedroom 1150 al/da Soil Rating 1.2 gpd/sf Calculations for Wastewater Flow Future Expansion N/A Beadroom Loading (use 150 gal/da) 4 (150) = 600 al/da Proposed Tank 1,250 gal. steel tank Total Estimated Loading = 600 al/da # square Feet 600 gal/day/ 1.2 = 500 S.F. Tank Capacity (1.5 * Daily flow) 1.5 * 600 = 900 use 1250 gal tank Use Trench Design 2' wide 7' deep Length = (500/2 x 7) = 35.7 use 12 trench 36' long. ** per Manual of Septic Tank Practice, Public Health Service Publication No. 526 i IWELL & WASTEWATER DISP❑SAL SYSTEM DETAILS/SITE PLA VERN HAIK S/D, LOT 4 H W W H H 2 V N L07 DAWN LANE Po -------------- uX e2 ' I ---- --- lS•YGc l Ta.<m �snt _t ---T ------------ ------------ Ti G_ BRA", KMD STAYING, TNFI DRONED KMD LOT 6 DAR'. 5/26� X 1 ACM) fRL 98062.DNIC ''DD NP98062 '" LOT 2 �� ' � LOT 5 1, 1 1 K J ' V LOT 1 T I =V SEPTIC VACANT r 10' b Esnt ------------ r r Lob ` V v 1 .09 L 1 OT 4 srvnc 1 1 1 OF SLOPE LOT 7 1 1 1 1 LOT 3 VACANT LOT 12 11 PROPOSED WE (INC DUPLEX VACANT 1 TGAT � 'T• SCD RIMARY SYSTEM 1 xK THB99-1 ALL LOTS SERVED BY COMMUNITY WATER NO PUBLIC WELLS WITHIN 200' Or PROPOSED SYSTEM NO PRIVATE WELLS WITHIN 200' M PROPOSED SYSTEM EXCEPT AS NOTED. NO SEPTIC SYSTEMS WITHIN 200. Of PROPOSED WELL EXCEPT AS NOTED. P��, or �Lqs , + K" El• DUF A4 CE -7116 \ L E'kUF'ESSIONp�' �► -------------- T--- VACANT W VACANT VACANT DESIGN DETAILS 4 BDRM X 150 GPD = 600 GPD 600 GPD/1.2 GPD PER SQ. FT. (1.2 MIN/IN.)= 500 SO. FT (500/(7'(D) X 2) (7.0' GRAVEL) = 35.7 FT. TRENCH USE I TRENCH - 36 (L) X 2' (W) X 7'(D) Total depth of system Is 10.0' from original grade. Total depth of gravel below distribution pipe Is 7.0' . NOTES: 1. USE 1250 GALLON SEPTIC TANK. INSULATE TANK IF (4' COVER. 2. INSULATE TRENCHES WITH 2' HD BURIAL FOAM. 3. CONTRACTOR WILL ENSURE MAXIMUM 2% SLOPE INTO SEPTIC TANK. 4. ADDITIONAL FILL WILL BE ADDED OVER SYSTEM TO ACHIEVE MIN. 3' COVER IF REQUIRED. PREPARED FOR1 JULIE S STEVE CANTWELL P.O. BOX 201356 ANCHORAGE, AK 99520 rIELO BOOKS CDNPuTCD� BOVMD"RY: TNH BRA", KMD STAYING, TNFI DRONED KMD ASIRRI _ DAR'. 5/26� ON.. Ter. MM NW146 ACM) fRL 98062.DNIC ''DD NP98062 Scale: 1'= 100' PAGE 1 OF 2 M.1110 ENGINEERING 20441 PTARMIGAN BLVD. EAGLE RIVER, AK 99577-0736 WASTEWATER DISP❑SAL SYSTEM DETAILS VERN HAIK S/D, LOT 4 �o E `S � I 4 BDRM �� Qo DUPLEX D is e '--SO GAL. ,TI MT C co SYSTEM 30' Util �� OF AZ4, KENNb'TII ►L. D I�¢ CE -7118 4 / %nJmSS10Np�' i PREPARED FOR: JULIE 6 STEVE CANTWELL P.O. BOX 201356 ANCHORAGE, AK 99520 FIELD BOOKS 8"I'mr. TNH symx"c TNH As V. — DMC ME: •CMD EL° 98062 COU no MA' KMD CKMEO KMD DAM 5/26/ WM1°' NW146 98062 OPOSED F TH #98-1 Esmt Scale: 1'= 20' PAGE 2 OF 2 lSilb\i LL)-) ENGINEERING 20441 PTARMIGAN BLVD. EAGLE RIVER, AK 99577-8736 IUM D ENGINEERING 20441 PTARMIGAN BLVD. EAGLE RIVER, AK 99577-8736 If- mrstcsl.ss-it•:Jl.:i'i1►1L:i:irii •ax ::.:..v P.• SOILS LOG - PERCOLATION TEST PERFORME D F 0R:,Jf �•le, 14� DATE 1 / // /' /0 / , / Y LEGAL DESCRIPTION: 114✓h IV'4/; T % TownsAip, Range. Seco 4 (FEET) 1 ro 2 3-1 :a /a✓ u Q Z 4< � /70 Or, a� l GS 5 (�o66/es -lz� l2 " 6 -A 7 6 8 • 1213 14 15 /Q 16- 0N• 17- 18- 19- WAS 71619 SLOPE WAS GROUND WATER ENCOUNTERED? Alo S IF YES, AT WHAT 0 O DEPTH? P Devin Wuur Monimring? ✓— �,,� �E Drit 4w'l PLAN 20 PERCOLATION RATE IminNevmcnl PERC HOLE DIAMETER �/ �� TEST RUN BE TWE ENO �FT COMMENTS D C : L1�✓-SOQ ✓ s,c`��–�� �� PERFORMED BY. I CERTIFY THAT THIS TEST WAS PERFORMED IN ACCORDANCE WITH AL� AND MUNICIP L GES IN EFFECT ON THIS DATE DATE: ✓ �✓ , 7�J 72-0081R*v. 4185) t-��■r�R�7�i1�1 �©rl� E�MMr,.,r PFA ���� 20 PERCOLATION RATE IminNevmcnl PERC HOLE DIAMETER �/ �� TEST RUN BE TWE ENO �FT COMMENTS D C : L1�✓-SOQ ✓ s,c`��–�� �� PERFORMED BY. I CERTIFY THAT THIS TEST WAS PERFORMED IN ACCORDANCE WITH AL� AND MUNICIP L GES IN EFFECT ON THIS DATE DATE: ✓ �✓ , 7�J 72-0081R*v. 4185) Qo I to9*99--7 coo. oil M OP'v 0 - N 0 4-26I 36" W C) Ln Ln U) C-/) D U-) LO N C"i 00 cn 0 n I C)'D (boO X'VJ / 160 C� co 'g 0,s r N 71 191r� EN GAN BIWR. - ,MIW— tc : :jo 000, .2 CZ: O -j ca _0 0 V) Z Lj tJ to > 164.64' 30' UTILITY ESIVIT C) Ln Ln U) C-/) D U-) LO N C"i 00 cn 0 n I C)'D (boO X'VJ / 160 C� co 'g 0,s r N 71 191r� EN GAN BIWR. - ,MIW— tc : :jo 000, .2 CZ: O -j ca _0 D z Do C) Cf 0-. 411 tV.. IS :F 0 E 0 IS ;j> = 0 E 0, �g t Ln g 9 z E 'o 7- z.° Q� 0 o W0 r- -,:I CQ a t 0 0