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HomeMy WebLinkAboutSLY-FOX LT 2*��ISI`il-�3 Municipality of Anchorage Page — of I DEPARTMENT OF HEALTH AND HUMAN SERVICES ENVIRONMENTAL SERVICES DIVISION P.O. Box 196650 0 Anchorage, Alaska 99519-6650 U Telephone: 343-4744 On-Site Wastewater Disposal System and/or Well Inspection Report Permit Number:_`�W`t2��gt PID Number: _Otglal63 _ Name ® Wastewater System: New ®]Upgrade Address OF-CA a �iaa� ABSORPTION MELD Phon¢ of Bedrooms: — Deep Trench (TShallow Trench ElBed ElMound LlOther ®® LEGAL DESCRIPTION Soil Rating 4� . t Total Depth from original grade GPD/Sq. FL O FnaF_ Lot' /J Block: L. Subdivision: x _ Depth to pipe bottom from originamde: l g 2 Gravel depth beneath pipe 10— — Jlr� Ft. Ft. Township: Range: Section' a ___ Fifl added above original grad FI. Gravel length: Ft. WELL: New El Upgrade Gravel width '� Number of lines: I istan�-� Dcebetweeenlines . Ft. Ft. Classification ((Private. A.B.C): f �UChe, Total Depth _Zq • Ft. Cased To l`07 Ft. — Total absorption area 2h S'I! 12J1 Ramona St. gQ51 � A1RTC113011A(GM, ALAd9IKA 344-'7'714 Item: Water recovery is back up "to 3� ft. of sirface. At 1.6 gpf. SIX INCH WATER WELL DRILLED---------- OUT TO THE DEPTH OF?I feet. DRILLED AT THE RATE OF_ t2L • 2l—_ PER FOOT. Steel six incr casing seated out to 1F5 feet. PROPERTY OWNER Mr. David Sweezey 2-'2-L c31 2'(--311? LOCATION OF WELL. -. Slit. DRILLER Bernie Cla.is -)f Rkr4?1RT DiilLLliyG oQRK6, Item: The quality & cuantity of water in this Well is excellent. It should WELL LOG: also be said that f�)r d'aration nu:?pi.-:g (two :.ours after draw down, this Well will -oroduce so:lewnat over 5go.n. J - 16 ' Silty sandy fi.negravel wit. 3% cl.av material. 16 - 65' rine gravel with 15% clay in tie 65 - 135' A coarse gravel. 21% fine silty sand. Tris aaterial was wet at feet, but producing minimal anoints of water. It anneared about one gpm, but no quality of water coming :out -)f a si.l_.ty brown sand. 135 - 165' Going into a conglomerate material. Roc'- frag::ents cemented to- gether by clay, silica & is a green_ broken bedrock material.. The casing, however, drives thru this material as if it were Bice clay. 165 — 257. At 165 feet the casing drove to near refusal at one foot in just under ten minutes. The bedrock here is still a conglocierate .rock, with erely hard spots three or four feet thru. At 168 feet, a broken rock frag- ment material showed about 1 1/2 gain �)f very 'r..gh o.uality water. T:re water aquifer is about 16 inches thru. By 215 feet, water yield had ricked up to 2 1/2 gpm by way of thin aquifers producing scall but significant amounts of water. By 257 feet, more thin areas of water bear.ng r-)ck fragmented ma- terial brought the full water yield to 4.5 go'n. This all coming out of a weathered conglomerate rock. A true hard sedimentary bedroc'- was never en- countered. A heavy wall (5/1691) five inch dia.r.eter liner (the botto-a 6J ft. oe.rforated, was installed. 12; feet of liner back 'to to 137 ft. of sarface. COST INCLUDES ALL LABOR AND MATERIAL FOR COMPLETION OF SAID DRILLING. ,13,JJJ.JJ paid on this account. (C-.arge for 255 ft.) Total: �6,120.JJ WRITE CHECK PAYABLE TO RAMPART DRILLING WORKS FOR THE SUM OF -U.122, _,_ 3/4 horsepower submersible nump�sL--,L3.d be installed ambo t twenty ft. off 257' THANK YOU VERY MUCH. \\ ) BERNIE CLAUS OF AM L DATE November 12, 1993 All the information witten above is certified i -y RAMPART DRILLING WORKS. SERVICE CHARGE 0 F 1Y.% PER MONTH WILL BE ASSE:55 D ON PAST DUE ACCOUNTS. MOUNTAIN E=NGINEERING January 24, 1994 Mr. John Smith On -Site Services Section Municipality of Anchorage P.O. Box 196650 Anchorage, AK 99519 Regarding: Sly Fox, Lot 2 Permit #SW920391 Dear John: 3868 Shannon Circle Anchorage, Alaska 99508 (907) 562-1500 RECEIVED MAR 8 1994 Municipality of Anchorage Dept. Health & Human Services RECEIVED MAR 8 1994 Municipality of Anchorage Dept. Health & Human Services The owner of the above referenced lot obtained a permit from your department on November 18, 1992, and had a system installed in October of 1993. He is now in the process of obtaining a building permit, and is unable to obtain the permit because he needs either a current permit from your office, or a stamped as -built report. This presents a bit of a dilemma, because I am unable to provide a complete as -built without having a building foundation to provide a basis for horizontal & vertical reference. I talked to Laura on Friday, and we concluded that the best solution might be for me to submit a preliminary as -built now, and a final as -built as soon as enough of the building is completed to tie the as -built to some permanent reference points. Attached please find the preliminary as -built. Please contact me at 562-1500 if there are any problems with this arrangement, or if you have any questions. Sind MOUNTAINNE GINEERING Marls Pearson, P.E. G/) 4 �o in ow� unieipality of Anchorage�1;�1 Department of Health and Human Services 910 161 Tom Fink, 825 "L" Street Mayor P.O. Box 196650 Anchorage, Alaska 99519-6650 343-4744 November 19, 1993 Savid R Sweezey 819 Orca Street Anchorage, Alaska 99501 Subject: Lot 2 Sly -Fox Subdivision Permit #SW920391, PID #015-191-63 The subject permit, issued November 18, 1992 single family well and/or on-site wastewater expired as of November 18, 1993. by this office for a system, has A new permit must be obtained from this office for a well and/or on-site wastewater system NOT installed by the expiration date. 7:f 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, Sincerely, n Sm'th, P. E. oc Manager On-site Services enc: Copy of Permit cc: Mountain Engineering please call this office at 343-4744. 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 PERMIT NUMBER:SW920391 DESIGN ENGINEER:MOUNTAIN ENGINEERING OWNER NAME:SWEEZEY DAVID R EACH 50% OWNER ADDRESS:819 ORCA ST. ANCHORAGE, AK 99501 PARCEL ID:01519163 LEGAL DESCRIPTION: SLY --FOX LT 2 LOT SIZE: 50005 (SQ. FT.) NUM13ER OF BEDROOMS: 3 THIS PERMIT: 3 PAGE 1 OF 1 DATE ISSUED:11/18/92 EXPIRATION DATE:11/18/93 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 (18AAC72) AND DRINKING WATER REGULATIONS (18AAC80). 3. THE FOLLOWING SPECIAL PROVISIONS. SPECIAI, PROVISIONS: THE TRENCH TOTAL RECEIVED BY: ISSUED BY: NOT EXCEED 8.0 FEET. DATE E1 - "Z � DATE: MOUNTAIN ENGINEERING 3868 Shannon Circle Anchorage, Alaska 99508 (907) 562-1500 October 20, 1992 Municipality of Anchorage On -Site Services P.O. Box 19-16506 Anchorage, AK 99519 Dear Sirs: Re: Sly Fox Subdivision, Lot 2 The purpose of this letter is to provide the required design narrative in support of our application for a permit to install a well and septic system on the above referenced lot. Attached for your reference Eire the soils log, percolation test results, a site plan, and design drawings. The owner intends to build a 3 bedroom single family home on the lot. We have performed a soils log and percolation testing at the location indicated on the design drawing. The resultant percolation rate was 7.7 min/inch. No groundwater was encountered, and the monitoring tube was dry at the conclusion of the monitoring period. A trench -type drainfield design was chosen. An application rate of .8 GPD/SF was used. The house has three bedrooms, and the required absorption area is 3 X 150 / .8 = 562!/ SF. We have elected to -use- a trench length of. 47 FT, and a gravel depth of 6 FT. �otal system depth is not to exceed 9_F_T.. .T, (I 4 nom, The topography of the lot is detailed on the attached site plan.c�''�`%"' Note that a marshy area exists to the west of the proposed house, and the drainfield layout is intended to keep the proposed facilities at least 100 FT from the marsh and the stream to the north. Please contact me at 562-1500 if you will need any additional information. Sincerely, MOUNTAIN ENGINEERING __6&_ Mark Pearson,P.E. B 0*- Municipality of Anchorage DEPARTMENT OF HEALTH & HUMAN SERVICES 825 "L" Street, Anchorage, Alaska 99502-0650 SOILS LOG - PERCOLATION TEST PERFORMED FOR: 9A eY ✓ ___ DATEPERFORMED: / LEGAL DESCRIPTION: ! Township, Range, Section: SLOPE SITE PLAN 1 � � f�G•'�u t G �t�A-wl 2 - 4- \\ 5 -1 I 6- �I��r w'yorvitr G-?-A�/� 9 -1 1 10- 11 12- 13- 14-- 15- 16- 17 213 14151617 18- 19 20 COMMENTS _ I L+ r'T-p WAS GROUND WATER ENCOUNTERED? S IF YES, AT WHAT L O DEPTH? P E Depth to Water Aller Alonllorinp7 b t palc:�l hZ Reading Date Gross Time Net Time Depth to Net Water Drop 2,s 1 OP- Le g_ Ito t l lam - pp �t PERCOLATION RATE Ar 11 -It (minutes/inch) PERC HOLE DIAMETER b TEST RUN BETWEEN — FT AND 1LFT /.g, = n PERFORMED BY: �✓'Y'P�Q/i— 1 Iv 1F�✓IG 1�`G1/La�-/� CERTIFY THAT THIS TEST WAS PERFORMED IN ACCORDANCE WITH ALLSTATE AND MUNICIPAL GUIDELINES IN EFFECT ON THIS DATE. DATE: 72-008 (Rev. 4/85) 1—�= RAWIRAMIT LDMILL11na SAV I21M 12J1 Ramona St. 89515 ANCIUL0HAfXEV A)LASHA Olau�1ti 844-171714 to 1'� - 1 q 1- Lo item: Water recovery is back up to 35 ft. of surface. At 1.6 qpf. SIX INCH WATER WELL DRILLED ---------- „OUT TO THE: DEPTH OF 257 eet• DRILLED AT THE RATE OF 21' » PER FOOT.Steel six inch cai.ng seated out to 1F5 feet. DECEIVED PROPERTY OWNER P1r_Davi_d Sweezey 2/2-1.x31_2'6-891'7 LOCATION OF WELL SITE U. B1ii• Sub. � " ��1 JAN 71994 vlunic!gnle, of Anchorage DRILLER Bernie Claus of RAMEART DRILLING WORKS, raapl.HeallhFi IaumanStarvinae Item: The quality & quantity of water in this Well is excellent. It should WELL LOG: also be said that £or• sh-)rt duration puiiui.ng (tw,) hours after draw down, this Well will, •produce somewhat over 5gpn. _J =16 ' Silty sandy fine gravel, wit" 3% clay material. 16 - 65' rine gravel. with 1596 clay in the formation. 65 - 135' A coarse gravel.. 2")% fine silty sand. This naterial was wet at 95 feet, but producing minimal amounts of water. It appeared about one gpm, but no quality of water coining out of a silty brown sand. _ 135 - 165' Gotng into a conglomerate material. Roc:- fragments cemented to- ther by clay, silica & is a green broken bedrock material.. The casing, _however_2_drives thru this material as if it were like clal. 165 - 257'. At 165 feet the casing drove t-) near refusal at one foot in just under ten minutes. The bedrock here is still a c-)ngl_ome.rate rock, with nerely hard spots three; or four feet thru. At 168 feet, a broken rock frag- ment material showed about 1 1/2 gpm of very lvi.gh quality water. The water aquifer is about 16 inches thru. By 215 feet, water yield had picked up to 2 1/2 gpm by way of thin aquifers -producing snail but significant am-)unts ,)f water.. By 257 feet, ;pore thin areas of water bearing rock fragmented ma- terial brought the full water yield to 4.5 gpm. This all coming out of a weathered conglomerate rock. A true hard sedi-nentary bedr-)cic was never en- countered. A heavy wall (5/16x') five inch diameter liner (the bottom 69 ft. perforated, was installed. 12':; feet of liner back up to 137 ft. of surface. COST INCLUDES ALL LABOR AND MATERIAL FOR COMPLETION OF SAID DRILLING. 5639.')00.3) .paid on this account. (Charge for 255 ft.) Total: 566,12).-)_> WRITE CHECK PAYABLE TO RAMPART DRILLING WORKS FOR THE SUM )Q _ 314 horsepower submersible oum d. be i.nsta.l.leabo twenty ft. off 257THANK YOU VERY MUCH�� ..BERNIE CLAUS OF RAMdLlI�"ml"S� DATE November r 12,�Q3 All the s°1=Rv%�E CHA GEwitIten above is certified RAMPART RAMPART DRILLING WORKS. %a% PER MONTH WILL BE ASSESS D ON PAST DUE ACCOUNTS.