The URL can be used to link to this page

Home My WebLink AboutSKYHILLS PH 2 BLK 3 LT 175kyhills Block 3 Lot 17 #011-122-43 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 Name: ~ ~C~/,) ~ Wastewater System: '~ New ~ Upgrade Address: ~o C~.~v '~/~ 97~7 ABSORPTION FIELD ~No. ~ Deep Trench ~ Shallow Trench ~ Bed ~ Mound ~ Other LEGAL DESCRIPTION · so. Rating: Total Depth Item original grade: WELL: ~New D Upgrade SEPARATION DISTANCES F Septic a Holding D S.T.E.P. Sudace Cu~alnDrain ~ ~ ~ ~ Remarks: BENCH MARK Department of Health and Human Se~ices approval Permit No. SW990452 Municipali[y of Anchorage Depart~nent of Health and Human S~rvlces ENVIRONMENTAL SERVICES DMSION Box 196650 * Anchorage, AK 99519-6650- Tel: 343-4744 Page 2 of., 4- W.O. 99422 Date 11/15/00 On-Site Wastewater Disposal System/Well Inspection Report Legal Description: LOT 17 BLOCK 3 SKY~-IT.T.q SUBDMSION PID No. 011-122-43 SYSTEM DESIGN CALCULATIONS 1. NO. BEDROOMS -- 5 2. USE TRENCH SYSTEM 3. ABSORBTION AREA = (# BEDROOMS)(150 GPD/BR) TRENCH APPLICATION RATE = (5)(150) = 1250 SF 0.6* 4. TRENCH AREA -- (2)(DEPTH OF CRAVEL)(LENGTH) IF DEPTH OF GRAVEL -- 8.7' THEN LENGTH OF TRENCH = 72' PERCOLATION RATE M1N/INCH 0-1 1-5 6-15 * [ 16-30 31-60 GREATER THAN 60 FIL'[ER LAYER PIT &: TRENCH APPLICATION RATE GPD/SF NOT SUITABLE 1.2 0.8 0.6 J 0.45 NOT SUITABLE 1.0 RECORD DRAWING Permit No. SW990452 Munlclpallt7 of Anchorage Page 5 of 4 Department of Health and Human Services Date 11/15/00 ENVIRONMENTAL SERVICES DIVISION P.O. Box 196650. Anchorage, AK 99519-6650. Tel= 345-4744 On-Site Wasfewafer Disposal System/Well Inspection Report Legal Description:. LOT 17 BLOCK 3 SKYHILLS SUBDIVISION ESE, RV£ DRAIN FIELD (2-EACH) ;;; ; DEEP TRENCH-DRAIN FIELD ~ I ~ · 4_" PVC CLEANOUT * [ -gg / · 4 PVC MONITURING TUBE " \ ! LOT 17 O.G. ORIGINAL GROUND I \ ! BLOCK · ' FLOW SPUTTER BOX (ZABEL) x T..- TE.P..E.CH .ARK ~ .~. EL[V.=98.19 ~A~zu~ TO T£~f DEEP TRENCH DRAIN FIELD PT.NO A a - ~ 1~ SPU~ER eox 2 20.5 18.5 '~ WA~[~ U,¢~ ~ 18.9 20.1 · XF~R~ 4 18.2 21.1 ........ 5 17.5 21.8 6 25.9 53.5 7 24.8 52.9 P L A N V I E W 8 15.1 34.8 - - SCA~= I" ~ 50' 9 14.0 54.6 10 55.5 66.7 11 49.9 66.6 12 47.0 68.1 1 ~ 47.4 68.7 NOTES: RECORD DRAWING I. ALL CONS~UC~ON COMP~D IN ACCORDANCE ~ CHAP~R 15.65. WAS~WA~R DISPOSAL REOULA~ONS 3. ALL PIPE IS 4' PVC CONFORMING TO AS~ D3034, ,.o. wo . ~ E ~, ~ ~ W.O. 99422 IGRID: 2222 IF.B. NO. N/A ISCALE: AS SHO~ C. RLE 422CSP1D Permlt No. SW990432 Municipality of Anchorage Department of Health and Human Services ENVIRONMENTAL SERVICES DIVISION P.O. Box 196650 * Anchorage. AK 99519-6650. Tel: 343-4744 Proposed Well & On-Site Wastewater Lzga[ Description: LOT 17 BLOCK 3 SKYHILLS SUBDIVI$ON Page ~4 of. 4 w.o. 99422 Oa,o ! i/15/O0 Disposal System PID No. Ol 1_122_43 TH 100 PROFILE SCALE: NTS SH GRADE GINAL GROUND S 34.3 4' PERt. f CL~.AN OUT · NON-WOVEN GEOTEXTILE FABRIC ' 4"PERF'. PIPE TYPICAL SECTION ROCK '* TEST HOLE LOG ON FILE W/ DHHS RECORD DRAWING .... ~¢// Bud ng Safe~ D v s on ,~,- , ,. ,'.- , ,, ,.. , ,, . . ~, . ~ . -,~.cLanchorageakus ~.. ,.~.-,-,' ,, ,,~ ~ .,.¢ ,, ..., , - .., . . . .... · .... ; .... · , ·., (907)~3-79~ ' ',: ~ ,' ,: ~he.a~ached pap~ork has been reviewed and is - : ~ Org~na sgnatureor~tamomssnoon..,, · '. ~ Calculabon error ndesgn ....... . ,. ~ Add~bonal so~ls or per~labon mfo~at~on neededJ '-,'; ' .'. ,': ~ - '.'., '"'..; ~, ' -'" ': ' ' Water results · - u mon~onng maaequa~e ~' -,.... -' ':.~. ,: '.'. ~ ~". Dis~repafic~ n info'at Off sub~ tted':20 FE~ WELL, TO'~BS~RP~I'ON F ELD '. :,. ~,.'~mpe{;;m'ssn'. , . , gSY~TEM~o~Up~DE:AsSUM~DEL~TON.~,,,7,',:, .: ~...,~,, :~ -'~,~J;'"~:,, ~,. . ';;..'".,~.,. ;,"';:,..' . . ~ , ~dd~onal adeqvacy, te~t ~qforma~on needed , , :D:',waters~m~le'una~table.~ . ..~..: ..., ,, ' ::.? · :~)~....: ~:..' ,- .:. :."-. ~ ,.. easumd d~s~nces to s~wem/wells;cudam:rains orstreams w~thm 200 ft.~of system m~ss~ng., . · ;, '.. ~' Lomtions. . of a~l so~ls, permlatiqn and water monitoring test~ not shown. ~ . , , -~-, ' .,' . ~:. proposed system too deep ~o~ Soil~ i~at~n ~u6mitt~. [--I ' We!l log required.. -. r':'l: . Discrepancy in number'of bedrooms: .:, [] Other.'LOCATE WATER LINE 01~ 'ASBUILT .... . Name of reviewer: JEFF · Date-:' 2 8 01 .... " Please supply the necessary information and re-submit your request.': LEAVE THIS FORM A ~' A dHE~).TO .TRE PAPERWORK,-~''" MUNICIPALITY OF ANCHORAGE Department of Heaith and Human Services On-Site Services Program 825 L Street, Room 502 P.O. Box 196650, Anchorage, AK 99519-6650 (907) 343-4744 ON-SITE WASTBNATER DISPOSAL SYSTEM PERMIT Initial Date Issued: Dec 22, 1999 Expiration Date: Dec 21, 2000 Permit Number: SW990432 Legal Description: SKYHILLS PHASE 2 BLK 3 LT 17 Design Engineer: 0060 DHI Engineering Owner Name: Richard N. Hall Owner Address: 2040 Colony Loop Anchorage, AK 99507- Parcel ID: 011-122-43 Site Address: Lot Size: 40904 SQ. FT. Total Bedrooms: 5 Permit Bedrooms: 5 This permit Is for the construction of: [] Disposal Field [] SepticTank [] Holding Tank [] Privy [] Private Well [] Water Storage All construction must be in accordance with: 1. The attached approved design. 2. All requirements specified in Anchorage Municipal Code Chapters 15.55 and 15.65 and the State of Alaska Wastewater Disposal Regulations ( 18AAC72 ) and Drinking Water Regulations ( 18AAC80 ). 3. The engineer must notify DHHS at least 2 hours prior to each inspection. Provide notification by calling (907) 343-4744 ( 24 hours ). ( Not required for a Water Supply Permit only ). 4. From October 15 to April 15, a subsurface soil absorption system under construction during freezing weather must be either: A. Open and closed on the same day. B. Covered, sealed, and heated to prevent freezing. 5. The following special previsions. Water line from keybox to house shall remain a minimum of 10' from the absorption field and septic tank. Received By: ~ "~' ~'" MUNICIPALITY OF ANCHORAGE _ DEC 16 1(1(1o On-Site S~wer~ell Permit ~p~llcaflon.,_ .o~;:...,~.,~.,,,,~,.~m...~ SINGLE FAMILY DWELL NG ~~~,~;~C...r Properly Owner Name Rtchard N. Ball Day Phone 217=_~p Mailing Address 2040 Colony Loop Anchorage, Ak. 99507 ZipCode [eg,lDesc,ip,ion~O~ 17, Block 3 Skyhill Subd,v,s~o~ba Lot Size _40,904 :~X-~.~. r, Inspections will be conducled by: . Number of Sedrooms: 5 ~f Approved Engineering Firm'''~ Does your house conlaln any o; Ihe following: t gl Tub. Swimming Pool. Therapy Pool. Jacuzzi. This applicalion Is Ior: Sewer Only, X _ Sewer ~nd~ell , Sewer Upgrade ~ Well Only I cerlify Ihat lhe above Information Is correcl. I ;urlher ~ify I~pplicalion ~ be' tg made lot a Single Family Dwelling a"d l" accordance wilh applicable Municipa, codes. ~~ Permit Legal Description: LOT 17 BLOCK 5 SKYHILLS SUBDIVISION Munlcipallty of Anchorage ,'" Department of Health and Human Services ENVIRONMENTAL SERVICES DIVISION P.O. Box 196650. Anchorage, AK 99519-6650* Tel: 345-4744 On-Site Waste water Disposal System/Well Page 1 of. 5 Date 12/10/99 Inspection Report SITE NARRATIVE Lot 17 Block 3 Skyhlll Subdivision ls bordered on the North and South by undeveloped .The. lots., to the West are separated by the 60' public road riehl-of-way n,,a ~,. ~,,,~ Iota ~,o [ne .r. as, t Is .unsubdlvlded (see sheet 2). Lot 17 Is undeverooed and ~h~-~.~,.. aes,gn ,s aased on a flve bed room single family house as sl~own-~'~ ~ ~;;~'ng'~.~'''''' Thls subdivision is servlced by the public water system. There are no wells within 200' of the proposed system. The lots fo the North and South are undeveloped at thls time. The proposed septic system on lot 17 will not effect the future placement of septic eystems on any of the surrounding lots. Lot 17 has a gentle elope from east to west. The Iai can be graded lo prevent pondlng of water over or around the proposed septic system. There are no cut banks, streams or drainage channel (other than along the existing streets) on the Iai. Ail disturbed areas will receive fop soll and seeding to prevent soil erosion. Therels a publlc storm drain system located on the west side of Heavenly Circle. Thls system Is wlfhln 95' of the proposed drain field. There does not appear to be a Municipal regulation governing the seperaflon distance between the drain field and storm drain system. Based on the soll log, percolation rate, and topography, effluent from the draln field should not reach the storm drain system. W.O. 994221GRID: 2222 J F.B. NO. jDNI CONSULTING ENGINEERS N~NORA~., N.A~A ~$515 344-13~5 rom ~1~ N/A J SCALE: N/A * Permit ~o. Idunlcipallty of Anchorage Department of Health and Human Servlces ENVIRONMENTAL SERVICES DIVISION P.O. Box 196650* Anchorage, AK 99519-6650. Tel= 345-4744 On-Site Wastewater Disposal System/Well Legal Description: Page 2 of 5 Date. 12/10/99 Inspection Report PUBUC STORM MAIN LOT 12 RADIUS LOT LOT 13 LOT 17 OSED SEP~C SEE SH~ 4 TRACT B (UNSUBDIVlDED) LOT 14 LOT 16 THIS SUBDIVISION IS SERVED BY PUBLIC WATER. THERE ARE NO WELLS ~THIN 200' OF THE PROPOSED SYSTEM. JDHI CONSULTING ENGINEERS 3.4~13~, Fox: 34~1~ Per~If No. Mnntclpallty of Anchorage Department of Health and Human Services ENVIRONMENTAL SERVICES DIVISION 'P.O.'Box 196650 * Anchorage, AK 99519-6650' Tel: 343-4744 · Page 3 of W.O. 99422 Date 12/10/99 On-Site Wastewater Disposal System/Well Inspection Report Legal Description: LOT 17 BLOCK 3 S](YHILI-q SUBDMSlON PID No. SYSTEM DESIGN CALCULATIONS 1. NO. BEDROOMS = 5 2. USE TRENCH SYSTEM .3. ABSORBTION AREA = (# BEDROOMS)(150 GPD/BR) TRENCH APPLICATION RATE = (5)(150) - 1250 SF 0.6* 4. TRENCH AREA = (2)(DEPTH OF GRAVEL)(LENGTH) -- 70' SF IF DEPTH OF GRAVEL = 9' THEN LENGTH OF TRENCH = 70' PERCOLATION RATE PIT & TRENCH APPLICATION RATE MIN,ANCH GPD/SF 0-I NOT SUITABLE I-5 1.2 6-15 0.8 * I 16-~o 0.6 J 3!-60 0.45 GREATER THAN 60 NOT SUITABLE FILTER LAYER · ~ 1.0 Uunlclpallty of Anchorage Page 4 of. 5 Department of Heaith and Human Services Date 12/10/99 ENVIRONMENTAL SERVICES DIVISION P.O. Box 196650e Anchorage, AK 9gst9-6650*. Tel: 343-4744 . On-Site Wastewafer Disposal System/Well Inspection Report L£GEND II t I DEEP TR£NCH-DRAIN FIELD O.G. ORIGINAL GROUND ~ / ~dC~ · FLOW SP~ER ~X (ZABEL) ~ DEEP TRENCH D~I~ FIE ~5 ~, e Err., ~2 TO PUBU~ WA~R SERVICE UAINTMN l O' SEPERATION~ c ..... 2 ........ ~*, ~ ........................ ~4 T~ SOIL ~ ~ ~ .~ ~=-,.~o. · P ~ . '~ '~F-* TEST HOLE LOG is' ~. DHI CONSULTING ENGINEERS ~PICAL SECTION w.o. g~422 JGKID: 2222 IF.~. NO. N/A ISCAL[: 1" ~ AS SHO~ ~ ~Fr- * TES' '": J ON Legal Descrlpflon: LOT 17 BLOCK 5 SKYHILLS SUBDIVISION 'Permif No. DHI CONSULTING ENGINEERS Page 5 of 5...~ Legal Description: LOT 17 BLOCK 3 SKYHILL SUBDIVISION W.O. 99422 Date 12/10/99. : NOTES: 1 ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH CHAPTER 1,5.65. WASTEWATER DISPOSAL REGULATIONS OF THE MUNICIPAL CODE, AND MOA STANDARD SPECIFICATIONS FOR STREETS, DRAINAGE:, UTIUTIES AND PARKS (MASS) 1994 AS CURRENTLY AMENDED, AND ALL APPUCABLE STATE AND FEDERAL REGULATIONS. 2 CONTRACTOR TO INSTALL 1500 GALLON, 2 COMPAR'I~IENT STEEL SEPTIC TANK. MAINTAIN 10' SEPERATION FROM BUILDING FOUNDATION AND ,5' SEPERATION FROM LEACH FIELD. 3 EXISTING STRUC'I~.IRES, SEPTIC SYSTEMS OBSERVED WI~'IIN 200 Fi'. OF THE PROPOSED SYSTEM SITE ARE SHOWN ON DESIGN DRAWINGS. 4 ANY DEVIATION FROM THE DESIGN MUST BE AUTHORIZED BY THE ENGINEER PRIOR TO ITS INCORPORATION INTO THE SYSTEM. S CONTRACTOR TO LOCA~E ALL UNDERCRCUND UTIUTIES, PROPERTY UNES, EX]STING I/~LLS, WATERWAYS. SURFACE AND SUBSURFACE DRAINAGE FACIETIES, LAKES, PONDS, AND OTHER FACIMTIES REQUIRING SEPARATION DISTANCES FROM THE PROPOSED SEPTIC SYS'IEM. 6 CONTRACTOR TO STAKE PROPOSED SYSTEM PRIOR TO CONSTRUCTION. NOTIFY THE ENGINEER OF ANY OBSERVED CONFLICTS PRIOR TO CONSTRUCTION. STAKE LOCATION OF EACH END OF TRENCH . NOTE DEPTH OF CUT ON LATH. CONTRACTOR SHALL HAVE SURVEY LEVEL AND ROD SET UP ON SITE DURING CONSTRUCTION. MAINTAIN 10' SEPERATION FROM PROPOSED PROPERTY LINE AND PUBEC WATER SERVICE. 7 CONTRACTOR TO NOTIFY THE ENGINEER AND DHHS 24 HOURS PRIOR TO COMMENCING WITH CONSTRUCTION. A MINIMUM OF THREE SITE VISITS ARE REQUIRED. THE FIRST VISIT SHALL BE OF THE: SUBGRADE PRIOR TO PLACING THE SEY~R ROCK. THE SECOND VISIT SHALL BE AFTER THE PLACEMENT OF SEV~ER ROCK, DISTRIBUTION PIPING, STANDPIPES, AND OTHER COMPONENTS AS SPECIFIED. THE THIRD VISIT SHALL BE AI~ER THE WORK AND GRADING IS COMPLETED. 8 CONTRACTOR SHALL OEUVER TO THE ENGINEER A SET OF RED-UNED, AS-BUILT DRAWINGS SHOWING ALL DATA AS SPECIFIED IN SEC. 15.65.F.2, 5, 4, 5, 6 OF MUNICIPAL WASTEWATER DISPOSAL CODE WITHIN FIVE DAYS 0~' THE FINAL SITE VISIT. INVERTS AND SWlNG TIE LOCATES SHALL BE TO THE NEAREST TENTH OF A FOOT. THESE AS-BUlLTS SHALL BE USED BY THE ENGINEER TO PREPARE AND SUBMIT RECORD DRAWINGS TO DHHS. 9 ALL EXCAVATION DEPTHS ARE ADVISORY. THEY ARE TO BE VERIFIED AND MAY BE MODIFIED BY THE ENGINEER IF AC'RIAL FIELD CONDITIONS VARY FROM THOSE USED TO PREPARE THE DESIGN. 10 BOTTOM OF TRENCH EXCAVATION SHALL BE LEVEl- SIDEWALLS SHALL BE SCARIFIED. RECORD ELEVATIONS AT BEGINNING, MIDDLE, AND END OF' TRENCH BOTI'OM. 11 PLACE THE SEWER ROCK TO THE SPECIFIED DEPTHS. DO NOT CONTAMINATE SEWER ROCK WITH NATIVE MATERIAL OR SPOILS FROM EXCAVATION. LEVEL ROCK SURFACE TO :1: 0.1' PRIOR TO INSTALLING THE PERFORATED PIPE. 12 ALL PIPE SHALL BE 4' PVC CONFORMING TO AS'IM D3034. ALL JOINTS SHALL BE SEALED WITH APPROVED GLUE.. CLEANOUTS SHALL BE INSTALLED AT THE END(S) OF THE TRENCH(S). 4" MONITORING TUBE(S) SHALL BE INSTALLED IN (EACH) TRENCH, WHERE SHOWN ON PLANS. COVER THE DISTRIBUTION PIPE WITH MIN 2" SE~ER ROCK, FILL, AND TOPSOIL.' 14 MINIMUM SOIL COVER SHALL BE 3 FEET OVER THE PIPE INSULATION MAY BE SUBSTITUTED FOR 1 FOOT OF SOIL COVER OVER THE INSULATION. ALL INSULATION BOARD 15 BEFORE PLACING CEOTEXTILE AND/OR INSULATION, AND 4 FEET 'OVER THE SEPTIC TANK. ONE INCH OF COVER, BUT THERE MUST BE A MINIMUM OF 2' OF SOIL SHALL BE 2" THICK POLYSTYRENE, DOW H1-35 OR ENGINEER-APPROVED EQUAL. CENTER BOARD WIDTH OVER PIPE. A NONWOVEN GEOTEXRLE FABRIC SHALL BE INSTALLED BE'I~VEEN THE SEWER ROCK AND THE BACKFILl.. 16 MATERIAL USED AS RLL SHALL BE CLEAN AND FREE OF ORGANICS, TRASH AND CONSIRUCTION DEBRIS. 17 SLOPE ALL FILL MATERIAL AND TOPSOIL TO DRAIN AT 2~ MIN. SLOPE, AND IN SUCH A MANNER THAT PONOING AT OR NEAR THE DRAIN FIELD DOES NOT OCCUR. THE FILL SHALL BE LEFT 6" HIGHER TI-lAN SHOWN TO ALLOW FOR SETR.EUENT. THE TOP 4' OF COVER SHALL BE TOPSOIL. SEED SURFACE AF-E:R COMPLETING INSTALLATION AS PER MUNICIPAL SPECS. 18 CONTRACTOR TO BE RESPONSIBLE FOR THE REMOVAL AND DISPOSAL OF CONTAMINATED OR EXCESS MATERIAL FROM THE EXISTING TRENCHS.