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Home My WebLink AboutBROADWATER HEIGHTS BLK 3 LT 12Broadwater Heights Lot12 Block 3 #050-131-71 K'a; '21? 21 C.3:13p t,cho age 41lell & Pump Scar t 072=+:0742 p.1 Development Services Department 44�: —JPhone:907-34"3 904 091 -Site Water & WastGWater Section;� fax: 907-343-79,97 Pump Installation LoA] Well Drll ing Permit Number, Parcel Identification Number: 050 - i S j- I 1 Legal Description Bit�cis � Lrt Ei^c.8 u3Okr M 3kk 3 112- PUMP 1z PUMP Installation irate: -,� Bate of issue: - E'rape �vrneri'�a a Address: Pump Intake depth Btlow Top of %'eh Casing: feet Pomp -Manufacturer's Name- 3 ump Model: Z4 ,;,z C; Pump Size: i4—lig Pitttess Adapter Burial Depth: __:L_—&—Lt P'itless adapter Manufacturer's Name.: _1��3�'VL P'itle5s Adapter Installer; Well Disinfected Upon Cvm U Ni) '&Tented of Disinfectir+n: o Comments. PUMP Installer Name: Canaypany: ANCHORAGE WELL & pUNW SERVICE -- 7E�0 Karig St. eet Mailing Address: Anchorage, AK 395'.c& _— pH: (907; 243-0740 City: Attention: .The pump installer snail provide a pump installation 10,P to On-site within 330 dzl of pwnp installation, J 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: SW990086 PID Number: 050-131-71 Name: Richard Rearick Wastewater System: E] New [] Upgrade Address: ABSORPTION FIELD 9518 Parkview Terrace Loop Ea~le River Ph°ne:'(907) 696-3318' IN°'°fB,~*°°~,~: E] Deep Trench [3:ShallowTrench [3Bed E]Mound E]Other Soil Rating: Tota~ Depth from original grade: LEGAL DESCRIPTION 0.8o GPO/Sq. Ft 8.2' Lot: Bloc~: Subdivision: Depth to ip~e bottom from original grade' Gravel depth beneath pipe i2 3 Broadwater Height s 5.~ 'Ft. 3.0 Ft. Township: I Range: I Section: Fill added above original grade: Gravel length: I I o.o Ft. 44 & 45' Ft. WELL: ~] New [] Upgrade Gravel width: Number of lines: lOi$1ancebetweenlines: 5.0 pt. ;~, 15 Ft. Classification (Private, A,B,C): Total Depth: Cased TO: Total absorption area: Pipe material: PVC Private 680 Ft. 36 Ft. ~ '~'7 SO. Ft ASTM D 3034 Driller: Date Drilled: StaticWa~er Level: Installer: DateinstaEed: Hefty Drillin~ 5-19-99 53 Ft. ~m c r q-~D-qq , Yield:IPump Set at: I Casing Height Above Ground: I 2o pt. TANK .382 GPM I 493 Ff. SEPARATION DISTANCES :~] Septic E] Holding [] S.T.E.P. To Septic Absorption Lift Holding ~ubllc,/Pr[vate Manufacturer: Capacity in gagons: From Tank Field Station Tank Sewer Lines Greet 1250 Material: Number of Compartments: Well- 100' 111 N/A N/A 108" Steel 2 Surface Water 205 167 N/A N/A 19t' LIFT STATION Lot Size in gallons: I Manufacturer: Line 40' ! 10~ - 34' 21 - - - "Pump °n" leve[ at: J "Pump °ff" level at: JHigh water alarm at: Foundation6, Curtain Pump Make & Model I Electrical Inspections performed by: Drain - _ _ I Remarks: Well easing perforated between 26 & BENCH MARK Location and Description: 32 Ft. Well hydrofracted on 7/9/99 by Anch. Well & Pump. Pump set & well chlorinated on Top of concrete, at threshold of North J Assumed Elevation: 7/27/99. Owner needs variance for perfora~ Vehicle garage door.I 100.00 ~|, ~.ENGINEER'S,~AL Inspections performed by: :~-g.o7-~-/-:/,~//~,~,~]-- ~/,/ Dates: 1st 9/29/99 2nd-9/3°/99 Department of Health and Human Services approval ,~,,~.,:~ .o'n.,,,o,~:/~ --~.~'~.~%~ .,..'~ Reviewed and approved by: 72-013 (Rev. 9/91 ) MOA 25 / / / .n qb ,SWING TIES (Feet) Septic E~uilding Corner C.O. A B i ~ 16,4, 23.4~ 2 2'1.2' 27.3' 3 25.7' 3'1.1' 4 21,5' 38.3' S 65.8' 73.8' 6 66.2' 67.2' 7 29.4' 26.2' SKETCH LCI~IF INCORPORATED LOT 12, BLK 3 BROADWATER HEIGHTS SCALE: 1"=30' NOTE: Swing ties are measured from bui d ng comer at concrete foundation to 4" cleanout COIVC££TE FOUNDA T/ON 1250 CAL SEP TI C TANK CO CO CO CO L CON Ct?E TE I POS T LOT 17 BROA'DWATER 'O'put-7 ~ , WATER WELL RE~ORD STATE OF ALASKA DEPARTMENT OF NATURAL RESOURES Division O[ Geolo0Jcol ~ Geophysical Surw,¥.. AND OIRECTION~FROM ROAD INTERSECTIONS WELL bOG A. D,L, No. r-'t .... ~.~Rolory [] Drlvln [] Dug E] A.~o, Eg ~.tl,~ Eg ao.d EgO,b..: 7. USE:.~.DOmeltl~ [] Public Supply Test Well ~ Olhlr: . diam.., in, ft. -- IO. STATIC WATER LEVEL: fl. / / [] Above or [] Below land ~urface Dete lC.GROUTING Well Grouted: ~ Yes []r~o ,~o,.,,o,, CH., c...~, o o,,.,, Z~..,t,,,~,'-/,~_i ,~§40 AKULA DRIVE ~J WATER WELL RECORD STATE OF AL.A~KA DEPARTMENT OF NATURAL RESOURES Division of OeoJogJcol ~ Geophysical .~urvL. y~ DISTANCE AND DIRECTION JFROM ROAO INTerSECTIONS 2. WELL LOG Malarial Type Feet Drilling Permit No, A,D.L. No. Section No, Township / g ~. [] Cob,. ,o,, ~,o,or~ [] or,.. [] 0 Auper Odette~ 0 Sore~ 00Iher: 7. USE:~Oome,llc [] Public Supply [] [nduslty 0 IrrlgoUon [] Recharge [~ Commsrical [] Test Well 00lher; IO. STATIC WATER LEVEL: fl, O Above or 08elo~ land surface [~uipment used: , / / $540 AKULA DRIVE Rick Mystrom, Mayor Municipality of Anchorage Department of Health and Human Services 825 "L" Street P.O. Box 196650 Anchorage, Alaska 99519-6550 http://www.ci.anchorage.ak.us April 3, 2000 Richard & Jennifer Rearick 9518 W. Parkview Terrace Loop Eagle River, AK 99577 Subject: Broadwater Heights, Lot 12, Block 3 SW990086 ParcellD: 050-131-71 The subject permit #SW990o¢~,issued by this office for a single family well and/or on- site wastewater system, is duc to expire 365 days after it's issuance on May 7, 1999. If this is a well permit and 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 this is an on-site wastewater system and a licensed Professional Engineer has inspected the installation, 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. A new permit must be obtained fi.om this office for a well and/or on-site wastewater system NOT installed by the expiration date. However a new permit can be issued free of charge for a second year if the application for the renewal is received on or before the date of expiration of the original permit for which a fee was paid. When applying for a new permit after the original permit has expired or for more than a second year, the fees are: $320.00 for an on-site wastewater permit and $120.00 for a well permit. If you have any questions, please call this office at 343-4744. Jam C~ross,~E~'~/~ ~ Program Manager On-site Services enc: Copy of Permit MUNICIPALITY OF ANCHORAGE Department of Health and Human Services On-Site Services Program 825 L Street, Room 502 P.O. Box ~96650, Anchorage, AK 99519-6650 (907) 343-4744 ON-SITE WASTEWATER DISPOSAL SYSTEM /WATER SUPPLY PERMIT ~ Initial Date Issued: May 07, 1999 Expiration Date: May 06, 2000 Permit Number: SW990086 Legal Description: Broadwater Heights Lot 12 blk 3 Design Engineer: 0057 LCMF Limited Owner Name: Richard & Jennifer Rearick Owner Address: 9518 Parkview Terrace Loop Eagle River, AK 99577-0000 Parcel ID: 050-131-71 Site Address: 9518 Parkview Terrace Lot Size: 18669 SQ. FT. Total Bedrooms: 4 Permit Bedrooms: 4 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. Received By: Issued By: Date: ~-~' 7'~ Architecture Engineering Surveying Project Management Arctic Reseai'ch 139 East 51st Avenue Anchorage, AK 99503 Voice (907) 562-1830 F~x (907) 562-1831 RO. Box 955 Barrow, AK 99723 Voice (907) 852-8212 Fax (907) 852-8213 April 28, 1999 Municipality of Anchorage Department of Health & Human Services 825 L Street, Suite 502 P O Box 196650 Anchorage, Alaska 99519-6650 LCMF Incorporated A s~bsidiary of Ukpeag~ik Ifiupiat CmTJoration Re: Application for Construction of Onsite Well and Waste~vater System Lot 12, Block 3 Broadwater Heights Subdivision, Eagle River, Alaska Dear Sirs: We have prepared and subnfit herewith an application for a permit to construct a new well and septic system on the above-referenced lot. A well and septic layout plan "LCMF-7-10-98-F' at 1"=20' scale and a site plan "LCMF-7-10-9&2" at 1"=50' scale and a detail drawing "LCMF-4-27-99-1" were prepared and are attached herewith to show the new system's design and its relation to the existing wells and septic systems in the area. The original site is generally described as an approximate 1/2 acre lot originally heavily treed with birch, alder, and mature spruce trees. The lot slopes upward toward the east at an approximate natural slope that varies from 11% to 42% at the back of the lot fm'thest a~vay from Broadwater Drive. Three soil percolation tests were conducted on July 9 and July 10, 1998 (TH 1, 2, and 3). Three 4 inch diameter perforated monitor tubes were installed to the bottom of the testholes on July 9, 1999 and were monitored until April 27, 1999. Groundwater was found in TH-1 only and water depths were recorded on 4/10/98, 8/10/98 and 4/26/99. See attached Detail 1. Ground~vater was not found in TH-2 and TH-3 through the monitoring period of 7/10/98 and 4/26/99. Although groundwater was encountered in TH-l, the depth is greater than the 4 foot minimum required by regulation. Bedrock was not encountered. Soils encountered in the desired percolation zone between a depth of about 4 feet and 8.5 feet are described as a uniform, homogeneous layer of well-graded to poorly graded sandy gravels (GP/GW). The calculated percolation rates were 6 minutes per inch for TH-l, 1.3 minutes per inch for TH-2, and 0.2 minutes per inch for TH-3. This lot has available space for the required and an alternate absorption system. The The proposed absorption system is located downslope of the proposed residence and will operate by gravity. Based on the need for four (4) bedrooms, a five foot wide trench design, a trench width of 5 feet and a required application rate of 0.80 GPD/SF the required trench length is calculated to be: Length = (4 BR)(150 GPD)(.58 R.F.) = 87 feet (0.80 GPD/SF) (5'width) sa,/two trenches 44' long x 5' wide x 3' deep Page -2- Municipality of Anchorage 4/28/99 The probable impacts to adjacent properties is as follows. Wells. Construction of the septic system on this lot will reduce the available space for new wells on Lots 10 and 11 of Block 3. See the attached site plan. V/astewater Systems. Construction of the well on this lot will reduce the available space for new septic systems on Lots 11 (vacant)and will have a minor impact on available space for septic systems on Lot 11 Block 1 (vacant) and Lot and 12 of Block l(not vacant). See the attached site plan. Reserved Space. The proposed septic and well systems will have minor impacts to reserved spaces on Lot 12, Block 1; Lot 11 Block 1, and Lot 11 Block 3. Drainage. The probable impact to adjacent propm~y's drainage will not be affected by the proposed development. The proposed septic system will not change natural drainage patterns. If you have any questions, please feel free to contact me at 562-1830. Sincerely, '~ Scott Hattenburg, P.E.) cc. Richard Rearick, Owner Attachments: Percolation test results (3 pages) Septic design sketches (3 pages) ]vL'lRrrlSeptic-letter. doc ENG;NEERS SURVEYORS PLANNERS PROJECT MANAGERS SOILS LOG PERCOLATION TEST 1 SLOPE SITE PLAN 3 4- 10 WAS GROUND WATER IF YES, AT WHAT Gross Net Oeplh to Net Reading Date Time Time Water Drop ~.-/0.--~1~_. 7_,'_ ~ _5:_,' o__o. .~. ~u__., ........... ti .... '7'~qo 'j_~.O : ................ ~ .~_ .......... ..... ~' .... %F/:03 ~th V~A~ ............... (t .... 2: ~ I ~ ~ . ~ 'u//~. [/ ~,.o0 ~ ~ .~ ...... ~ .... ~ B',o~+~ 5~ ~ ~;oq.'oo ~--~-~' v/~'~ ~5- ~';o9:~o to r~, ,' 8llofoo ~ ~)¢ ~6~ ~:l~oo "/~ I _ 18 ~ . TEST RUN BE~EEN ~ "T AND ENGINEERS SURVEYORS PLANNERS PROJECT MANAGERS SOILS LOG PERCOLATION TEST ~G^L ~SC~,PT,O~,: LoT' 5 6 7 10 11 12 13- 14 15 16 18- 19 20 COMMENTS SLOPE SITE PLAN ~4 ol~ 14 o Reading Date Time Time[ Water Drop _'7_ )iQ/CkS. -/:0~ ...... ._: ~" .......... n .... [_'7.:1~_. 'u, ........ 2.. Me. ........ ............ ~:&,',~o /z~,-~ q~/~,,, '---~'~ ..... ............... !.! ..... '~ ~ 1'7 ~'oo .2. q/I PERFORMED EY: ~, ~.~.~ PERCOLATION RATE I I ~ ' (mi,~uleshnchl TEST RUN BETWEEN ENGINEERS SURVEYORS PLANNERS PROJECT MANAGERS 723 West Sixth Avenue Anchorage, Alaska 99501 PERFORMED FOR LEGAL DESCRIPTION: 17 18 19- 20- 10 12 13 14. 15- ',~ SOILS LOG PERCOLATION TEST [_xo~ I Z. f~och- ~ SLOPE SITE PLAN ~"~OONTE"EO~ /JO ~ P E IF YES, ATWHAT DEPTH? PERCOLATION RATE {~ ~ ~ (mi~mtedmch) TEST RUN eEI'WEEN ~ PT AND (~ FT Nom'me~ TU~. 'To ~b~ ~F ~ ~ '~/~[~, / / / o') ~ MC~41TORI~ ~ TW-I ~ ~0770~ ~ DR/5.1NFIELD .&7. - , EPTIC DE, IC LOT 12/l~,LOC;~ ~, BF;~:2~,DLLIATEf~ HIEI~tATE~ .~UBDIVI~,ION E~,LE RIVER, ,~L,46KA TYPIC~i UJIDE DR,~,INFIELD - FOUR (4) E~EDROOf'IE~ (2) Tt~ENC;IAE.~ - 44' LON~ X ~5' BIDE X 3' DEEP 3' DEEP (USE .58 REDUCTION FACTOR) 150 SF/BDRM X 4 BEDRMS = 600 GPD 600 GPD/O.8 GPD/SF = 750 SF ABSORPTION AREA 750 SF/5 WIDE X 0.58 REDUCTION FACTOR = 87 LONG TRENCH (XS'WX3'D) 87 LF / 2 EA = 43.5 USE 2 TRENCHES 44' LONG X 5' WIDE X 3' DEEP