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Home My WebLink AboutMCCREADY MEADOWS LT 6Onsite File McCready Meadows Lot 6 PID# 015-092-84 See Lot 5 2010 Septic asbuilt that shows an old field on this lot. 11 L, �Vk a y a �� _� Municipality of Anchorage On -Site Water and Wastewater Section - (907) 343-7904 Page 1 of 3 ON-SITE WASTEWATER INSPECTION REPORT Permit Number: OSP221418 PID Number: 015-092-84 Dwelling: 10 Single Family (SF) ❑ with ADU ❑ Duplex (D) ❑ Two Single Family Project: 0 New ❑ Upgrade Name GEOFF AND TRINITY LUNDFELT ABSORPTION FIELD M Deep Trench ❑ Wide Trench ❑ Bed ❑ Mound Site Address NHN MCCREADY CIRCLE *ANCHORAGE, AK ❑ Other Phone Number of Bedrooms Soil Rating Total depth from original grade 907-360-8912 7 4 1.2 GPD/SF 11.33 Ft. LEGAL DESCRIPTION Depth to pipe invert from original grade SEE DWG. Ft. Gravel depth beneath pipe 7.5 Ft. Subdivision Block Lot MCCREADY MEADOWS; LOT 6 Fill added above original grade SEE DWG. Ft. Gravel length 45 Ft. Township Range Section - Gravel width 2.5 Ft. Beds: Number of Lines - Distance between lines - Ft. SEPARATION DISTANCES To Septic Absorption Lift Station Holding Sewer Total absorption area Number of trenches Dist. between trenches From Tank Field Tank Line 675 Ftz 1 N/A Ft. Well 100,+ 100,+ - - 25'+ TANK N Septic ❑ S.T.E.P. ❑ Holding ❑ Other Manufacturer Capacity GREER TANK 1250 Gal. Surface Water 100 + *100'+ _ _ Material Number of compartments Lot Line 5'+ 10'+ 1 - - NA PLASTIC 2 Foundation 10'+ 1 Q'+ - _ LIFT STATION Manufacturer Capacity Remarks '100'+ TRAVEL PATH - SEE ATTACHED RECORD DRAWING Gal. Alarm location Electrical installed by PIPE MATERIAL House to tank F628 Tank to drainfield D3034 Installer RED DOG MASONRY Drainfield D3034 CO/MTD3034 Inspector GEG AND M.O.A. BENCH MARK (Assumed elevation) 100.00 ft Inspection 15t 8/30/2023 8/30/2023 Location and description 2�dion TOP OF MH1 3'd 8/31/20� 4h - ON-SITE WATER AND WASTEWATER SECTION APPROVAL Engineer's Stamp �o6�pQ� Conditional Approval: Date . 0 d Septic S Ste ?" y A,GorrnesS. � O ��o4sf Approved lif� Date 3 yz ��-795 .-�cOQp Note: this approv,,a does not include well permit requirements.AEcceea4�O000��o (Kev U5/UL/16) PERMIT NUMBER: OSP221418 yd, RECORD DRAWING A B r j FCO 49.1 20.2PER THE AS-86IL44JRVeY DRAINFIELD IS 100'+ TO 1 ✓f �� L 6BL1 69.8 69.7 SURFACE WATERS. ADDITIONALLY, A BERM WAS DBL2 72.3 72.8 CONSTRUCTION TO THE NORTHEAST OF THE FIELD TO MH1 113.6 117.4 INCREASE THE TRAVEL PATH. THE BERM WAS NOTADDED -§T _1 117.8 121.7 TO THE SURVEY, BUT IS PRESENT IN THE FIELD MCCREADY MEADOWS; LOT 7 NOTE: PIPE LOCATIONS ARE SHOWN PER .DWG FILE PROVIDED BY SURVEYOR (SIGNED .PDF ATTACHED). SWING TIES WERE DERIVED IN AUTOCAD ':.,�,,...•:• PER CONTRACTOR, SEWER LINE _� _ : • = WAS INSULATED 4" THICK 4' WIDE ON CENTER UNDER DRIVEWAY .j. NEW FA PARCEL ID NUMBER: 015-092-84 i"l 70 2* EDGE OF WATER PER SURVEYOR (ATTACHED) APPROXIMTAE WETLANDS BOUNDARY PER GIS MAPPING (FROM SURVEYOR -ATTACHED NEW 1250 GALLON HDPE GREER TANK% I L , 'y C01 MT 1 41 T+ r RESERVE SITE t_ ) / MCCREADY MEADOWS; LOT ENGINEERING=3 SALES CONSULTING 3701 E. TUDOR ROAD SUITE 101 'ANCHORAGE AK 99507 • PHON 0 OF C :............... ....:..............e.. .E(97)337.6179 FAX(907)338.3246 WEBSITE:wwa9—,m ...gmeedng.com d ••l.• �••��••••••�� PREPARED FOR: PHONE NUMBER: PAGE NUMBER: 0 % •••••// J ey A. Gafness GEOFF AND TRINITY LUNDFELT 907-360-8912 2 OF 3 0 G' �v® LEGAL DESCRIPTION: DRAWN BY: ®�/�/ CE 795 •��® MCCREADY MEADOWS SUBDIVISION; LOT 6 D.J.G. ®® 'P •''••;.� �t� ��\�•�•k�® TYPE OF WORK: DATE: LICENSE ® RECORD DRAWING OF SEPTIC SYSTEM 11/15/2023 LICENSE #AECCea U i `� ..' •_�. _'�• `' ..t DRIVEWAY y)�r.•,> i - 100' NEW FA PARCEL ID NUMBER: 015-092-84 i"l 70 2* EDGE OF WATER PER SURVEYOR (ATTACHED) APPROXIMTAE WETLANDS BOUNDARY PER GIS MAPPING (FROM SURVEYOR -ATTACHED NEW 1250 GALLON HDPE GREER TANK% I L , 'y C01 MT 1 41 T+ r RESERVE SITE t_ ) / MCCREADY MEADOWS; LOT ENGINEERING=3 SALES CONSULTING 3701 E. TUDOR ROAD SUITE 101 'ANCHORAGE AK 99507 • PHON 0 OF C :............... ....:..............e.. .E(97)337.6179 FAX(907)338.3246 WEBSITE:wwa9—,m ...gmeedng.com d ••l.• �••��••••••�� PREPARED FOR: PHONE NUMBER: PAGE NUMBER: 0 % •••••// J ey A. Gafness GEOFF AND TRINITY LUNDFELT 907-360-8912 2 OF 3 0 G' �v® LEGAL DESCRIPTION: DRAWN BY: ®�/�/ CE 795 •��® MCCREADY MEADOWS SUBDIVISION; LOT 6 D.J.G. ®® 'P •''••;.� �t� ��\�•�•k�® TYPE OF WORK: DATE: LICENSE ® RECORD DRAWING OF SEPTIC SYSTEM 11/15/2023 LICENSE #AECCea PERMIT NUMBER: PARCEL NUMBER:OSP221418 RECORD 015-092-84 TH TOP OF TANK AT INTLET = 95.89 INVERT OF BUNG AT INLET = 95.21 TOP OF MH = 100.00 FINAL GRADE = 99.42-99.55 ST2 INSULATION PER CONTRACTOR TOP OF TANK AT OUTLET = 95.87 INVERT OF BUNG AT OUTLET = 95.04 NEWASGG-GALLON H.D.P.E. GREER SEPTIC TANK " ORIGINAL GRADE FINAL GRADE = 95.02-95.12 A� HIGHEST POINT = 94.87 FILTER FABRIC RELATIVE ELEVATION AT BOTTOM OF T.H. = 75.37 (T.H. DRY ON 8124/2023) 7.5 -FEET INVERT OF PIPE = 91.03 BOTTOM OF TRENCH = 83.53 if, , 11 ii jjjll,�vl 011 .1 • •I 12111 o 3701 E. TUDOR ROAD, SUITE 101 -ANCHORAGE. AK 99507 -PHONE (907) 337-6179 • FAX (907) 338-3246' WEBSITE: www.gam<uengineering.wm PREPARED FOR: PHONE NUMBER: PAGE NUMBER: GEOFF AND TRINITY LUNDFELT 907-360-8912 3 OF 3 LEGAL DESCRIPTION: DRAWN BY: MCCREADY MEADOWS SUBDIVISION; LOT 6 D.J.G. TYPE OF WORK: DATE: SEPTIC TANK PROFILE 9/8/2023 ,n .-- .. < C- , 0®� OF 4'k ....... ®m • • • Y ®its �...4g/ ....... .............. 0®o %J/ Jeffrey AWatness 1-tj w C -79 3 � s AwLICENSEESS\�A%_ #AECC884� I%k Alpine • s&Enterprises Well Log Permit Number: #SW221418 Date of Issue: 19/31/22 Parcel Identification Number: 01509284000 Date Started: 6-25-23 Date Completed: 7-10-23 Is well located at approved permit location? x Yes ❑ No Legal Description: McCready Meadows Lot 6 Property Owner Name & Address G&T Living Trust Watermark Borehole Data: Soil Type, Thickness & Water Strata Depth (ft) From To Method of Drilling x air rotary ❑ cable tool Casing type: steel stick -zip 0 2 Wall Thickness: .250 inches silty gravel gr aveily silt 2 �4 54 76 Diameter: 6 inches Depth: 260 feet Liner Type: Diameter: inches Depth: feet Silt 76 114 Casing stickup above ground: 2 feet Static water level (from ground level): 258 feet sandy silt 114 153 silty sandy gravel 153 170 Pumping level: 420 feet after sandy silt gravelly silt 170 251 251 257 2 hours pumping!S gpm Recovery Rate: 8 gpm Method of Testing: air li t bedrock 257 426 Well Intake Opening Type: ❑ Open End x Open Hole ❑ Screened Start feet Stopped feet ❑ Perforations Start feet Stopped feet Grout Type: bentonite Volume: 2 Depth: Start 0 feet Stopped ? feet Pump: Intake Depth feet Pump size hp Brand Name Well Disinfected Upon Completion? x Yes ❑ No Method of Disinfection: chlorine tablets - • WATER ITV TESTING Comments: s Coliform �cq---- Col/100ml- } Nitrates N p M91L ArseNc Al Q ug/L Well Driller: Alpine Drilling & Enterprises PO Box 110496 Anchorage AK 99511 R DOC CO dba BILL .1k COLE ULLIVAN WATER WELLS 00 P.O. Box 670269, Chugiak, AK 99567 681$-759 Well Drilling Permit Number: SW Parcel Identification Number: www.sullivanwaterwells.com Date of Issue Attention: The pump installer shall provide a pump installation log to the DSD within 30 days of pump installation. Lot � 10' TScE EASEMENT 20' SLOPE EASEMENT IN; \ D i I x , 077 , _ Jr -7777W,7777 it ZILMAT HOUSE DETAIL scow I * = 30 1 i MUNICIPALITY OF ANCHORAGE On -Site Water & Wastewater Program PO Box 196650 4700 Elmore Road Anchorage, Alaska 99519-6650 Phone: (907) 343-7904 Fax: (907) 343-7997 http://www.muni.org/onsite On -Site Water & Wastewater System Permit Permit Number: OSP221418 Work Type: WellSeptic Initial Tax Code Number: 01509284000 Site Legal Address: MCCREADY MEADOWS LT 6 G:2440 Site Mailing Address: Owner: G & T LIVING TRUST Design Engineer: GARNESS ENGINEERING GROUP LTD This permit is for the construction of: Q Disposal Field Q Septic Tank ❑ Holding Tank ❑ Privy Effective Date: Expiration Date Lot Size in Sq Ft: Total Bedrooms: R"L»ent �a + n I■ I Depai- tinent 10/31/2022 10/31/2023 61158 Q Private Well ❑ Water Storage All construction shall 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 wastewater code requires inspections during the installation. The engineer shall notify the Development Services Department per AMC 15.65. Provide notification by calling (907) 343-7904 (24/7). 4. From October 15 to April 15, a subsurface soil absorption system under construction during freezing weather shall be either: a. Opened and Closed on the same day, or b. Covered, sealed, and heated to prevent freezing Go -7111-1 �1e� �0 0l Loi, J�e.s � ` ►� y Gha � e � , ` ��7�Z3 Co'� l Z5o se)it' C_ tr•, k -f> i?'- r t 5e� L55Ue fo �rarne5 �rl0liyt�eri�v►0► Issued By: Loig Date: Date: Io 3 I ZZ 4 ON-SITE SEPTICIWELL PERMIT APPLICATION Parcel I.D. 015-092-84 Property owner(s) GEOFF AND TRINITY LUNDFELT Day phone 907-360-8912 Mailing address NHN MCCREADY CIRCLE *ANCHORAGE, AK Site address NHN MCCREADY CIRCLE *ANCHORAGE, AK Legal description (Sub'd., Block & Lot) MCCREADY MEADOWS SUBDIVISION; LOT 6 Legal description (Township, Range & Section) Lot Size Sq. Ft. Number of Bedrooms 4 APPLICATION IS FOR: APPLICATION IS AN: TYPE OF DWELLING: (® all that apply) Absorption Field R Initial ❑ Single Family (SF) Q (w/wo ADU) Septic Tank Q Upgrade (D) ❑ Holding Tank El Renewal Renewal ❑ Multiple Dwellings ❑ Privy ❑ (SF and/or D) Private Well ❑ Water Storage ❑ THIS APPLICATION INCLUDES A WAIVER REQUEST FOR: N/A Distance: - I certify that the above information is correct. I further certify that this is in accordance with applicable Municipal Codes. (Signature of property owner or authorized agent) Permit/Rush Fees: 802 Date of Payment: Receipt Number: 0 5b56 Permit No. Q 5p ';� 0 / e -I Z? Waiver Fees: Date of Payment: Receipt Number: Waiver No. GADevelopment ServiceslBuilding SafetylOn Site Water and WastewaterTorms\01ent FormsTermit Application.doc !'m GARNESS ENGINEERING IJP, Ltd. (��j�✓ ENGINEERING SALES,, CONSULTING June 216'h, 2023 - -Y Municipality of Anchorage Development Service Department On-Site Water & Wastewater Program 4700 Elmore Road Anchorage, AK 99507 Ref: Change Order for McCready Meadows Subdivision; Lot 6 To whom it may concern: The subject lot had a permit issued on 10/31/2022. Per the request of the builder/contractor, a new testhole was excavated in the hope of finding better soils and reducing the drainfield length. Attached is the GEG testhole which shows soil classifications, groundwater monitoring and percolation rate. Additionally, attached is the revised drainfield design drawing. It should be noted that no groundwater was encountered, and the soil percolation rate was faster than the testholes to the northwest (which were used for the design). In short, the new trench is deeper and shorter than the previously proposed trenches. Attached is an updated plot plan which shows the wetlands, surface water and testhole location. We are 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. 3701 East Tudor Road, Suite 101 * Anchorage, Alaska 99507-1259 Phone: (907) 337-6179 * Fax: (907) 338-3246 * Website: www.garnessengineering.com o4 Municipality of Anchorage On-site Water and Wastewater REVIEWED FOR CODE COMPLIANCE OSP221418, Deb Wockenfuss, 10/31/22 Municipality of Anchorage On-site Water and Wastewater REVIEWED FOR CODE COMPLIANCE OSP221418, Deb Wockenfuss, 10/31/22 DESIGN CRITERIA: NUMBER OF BEDROOMS: 4 GALLONS PER DAY (GPD): 600 PERCOLATION RATE/S: 2.7 MIN/INCH PROPOSED APPLICATION RATE: 1.2 MINIMUM DRAINFIELD SQ.FT.: 500 FT= DRAINFIELD DESIGN: MAXIMUM ALLOWABLE DEPTH OF EXCAVATION: 13.5 FEET PROPOSED DEPTH OF EXCAVATION: AS NEEDED TO ENSURE 7.5 FEET OF EFFECTIVE DEPTH BELOW THE ORGANICS - WILL DEPEND ON SEPTIC TANK ELEVATION WIDTH: 2.5 FEET LENGTH: 45 FEET EFFECTIVE: 7.5 FEET ACTUAL SQ.FT.: 675 FT' INSTALL FCO GEG, Ltd. HAS AN 8 PAGE SPECIFICATION LETTER / \\ THAT PERTAINS TO THIS DESIGN. BY PROCEEDING \\ FORWARD WITH THIS INSTALLATION, THE ENGINEER, WELL DRILLER, CONTRACTOR AND / �\ PROPERTY OWNER AGREE THAT THEY HAVE READ THESE SPECIFICATIONS AND AGREE TO ACCEPT THE TERMS AND CONDITIONS OUTLINED. -SEWER LINE UNDER DRIVEWAY TO HAVE 4" INSULATION 4' WIDE ON CENTER AND A \IMUM OF 2 FEET OF SOIL COVER - •. •: DBLQ O a DRIVEWAY FA EDGE OF WATER PER , SURVEYOR (ATTACHED APPROXIMTAE WETLANDS BOUNDARY PER GIS MAPPING 1 (FROM SURVEYOR - ATTACHED) 1 1 (-PROPOSED 1500 GALLON HDPE GREER TANK; INSTALL j DOUBLE CLEANOUTS BEFORE AND AFTER TANK 1 r1 \ BL3&4 \ C T \` INSTALL BERM AS NECESSARY TO ENSURE 100' TRAVEL PATH TO SURFACE WATERS r.H.a1 n 1 +RESERVE SITE PROPOSED 100' WELL RADIUS I Al tV Z)awN 694 -at �� / RESERVE SITE DESIGN CRITERIA: i sL' pJF 5 L S-4)GALLONS NUMBER OF BEDROOMS: 4 PER DAY (GPD): 600 PERCOLATION RATE/S: 2.7 MIN/INCH �7� �1� 1 e3 I' 1�� ASZT PROPOSED APPLICATION RATE: •6.0 MINIMUM DRAINFIELD SQ.FT.: 100 FT' / lJ 'CAT III AWWTS RESERVE SITE DRAINFIELD DESIGN: / MAXIMUM DEPTH OF EXCAVATION: 5 FEET WIDTH: 5 FEET LENGTH: 20 FEET �-DD }� 1'�- �23 SCALE: EFFECTIVE: 0.5 FEET /' 1" = 40' ACTUAL SQ.FT.: 100 FTz ��f`'✓� �P;.••••' ' .•� �• V GARNESS EI®TGINEERING GROUP, Ltd `' `� ��'' � __._ __ __ , ENGINEERING -SALES -CONSULTING _- .: V••...:... ••.•..•••.•..•... .... ..... .. 0 3701 EAST TUDOR ROAD SUITE 101 'ANCHORAGE. ALASKA' PHONE (907) 337-6179 • WEBSITE: w»wi.gamesseng•,neem[g.com A ..rf. �.'•..:,....,.. . ........ 10 0 � '� .� A.Glrness-" �.► PREPARED FOR: PHONE NUMBER: PAGE NUMBER: GEOFF LUNDFELT 907-360-8912 2 OF 2 �j�i C _ ,' Ar #�. PROJECT/LEGAL DESCRIPTION: DRAWN BY: MCCREADY MEADOWS SUBDIVISION; LOT 6 D.J.G. �'•.'�•��\i FD •�'''• �� ••••. ...'AW LICENSE ��OFESSI�.• r��`�`, TYPE OF WORK: DESIGN OF SEPTIC UPGRADE DATE: 6/27/2023 #AECC884 `7v L 0 -*- GARNESS ENGINEERING G OUP9 Ltd r - ENGINEERING SALES CONSULTING 3701 EASTTUDOE ROAD, SUITE 101 *ANCHORAGE. ALASKA - PHONE (907) 337.6179' WEBSITE: www.gamessenglneeflng.com SOIL LOG - PERCOLATION TEST LEGAL DESCRIPTION: MCCREADY MEADOWS; LOT 6 PERFORMED FOR: TRINITY LUNDFELT DATE: 6/19/2023 DEPTH (feet) ORGANICS TEST HOLE #1 1 ( i F c 10 11 12 13 14 15 16 17 18 SANDY GM POCKET OF SP SANDY GM SOIL CLASSIFICATIONS DEPTH TO GROUNDWATER ' I�1111111 DRY 6/19/2023 DO - f2 61, - Iilllllll 10 .ME. will WOW �Itlllll! �.�.� • _ 4 10 DEPTH TO GROUNDWATER DATE DRY 6/19/2023 DO - f2 61, - 2 10 1 - 14/16" 4 - 2/16" SITE P DATE READING NET TIME WATER LEVEL READING (INCHES) NET DROP (INCHES) 6/21/2023 1 - 61, - 2 10 1 - 14/16" 4 - 2/16" 3 6„ _ 4 10 2 - 4/16" 3 - 12/16" 5 - 6.1 - 6 10 2 - 6/16" 3 - 10/16" 7 - 6" - 8 10 2 - 6/16" 3 - 10/16" 9 - 6" 10 10 2 - 6/16" 3 - 10/16" 11 - 6" 12 10 2 - 6/16" 3 - 10/16" 19 PERCOLATION RATE 2.7 (MIN./INCH) PERC. HOLE DIA. 6 (INCHES) TEST RUN BETWEEN 5 FT. AND 6 FT. 20 B.O.H. A FOUR HOUR PRESOAK WAS PERFORMED: ❑ YES NO SOILS LOGGED BY: DAVID GARNESS, PE PERCOLATION TEST PERFORMED BY: ERIK WIDGER COMMENTS: PERCOLATION HOLE WENT DRY DURING FIRST 30 MINUTE READING PERFORMED BY GEG, Ltd. I, JEFFREY A. GARNESS, CERTIFY THAT THIS WAS PERFORMED IN ACCORDANCE WITH ALL STATE AND MUNICIPAL GUIDELINES IN EFFECT ON THIS DATE: P.O. BOX 102954 ANCHORAGE, 99510 (907) 272-8218 ER • r FM FOR.��y DATE PERFORIMI 8-31-02 LEGAL 6 r ►:.<i 1 s 3 4 s 6 7 a 9 10 11 12 13 14 18 16 17 18 19 20 m Kn IF YES, AT VaUT D -0' TILT HOLZ mm r . 'TN 12 Ll .. 7Organio- 8-31-02 1215 1245 1245 1315 1315 1345 0 30 0 30 0 30 1 .592� 00 I ft50 z Powbr Graded.j '89-4.9'.5i9 "E 305.61. \TH10 . ' LOT 6 ao. N 8Gu 2 I' .,,E 1 72 c� C r� s 85.9 o _: �I �' 41.>__88 ; — - 488.30 NFj9"49' Fig "cwSandy In GMVEL �:. IF YES, AT VaUT D -0' TILT HOLZ �• �..L.I..N\�;� k-:! .,• ;:a.��. �•�;-.`c �;• ��e ��: . :r:. ,,_ l�.x.t �.; .,. � •�•1: �. •i,`..:. ;� . �. • atu�' , :a■ ..zn" Albl--IWhTzj mm TOM W 8-31-02 1215 1245 1245 1315 1315 1345 0 30 0 30 0 30 6 7/8 5' 6' 4 1/8 6 1/4 4 3/8 --- 1 7/8 --- 1 7/8 --- 1 7/8' �• �..L.I..N\�;� k-:! .,• ;:a.��. �•�;-.`c �;• ��e ��: . :r:. ,,_ l�.x.t �.; .,. � •�•1: �. •i,`..:. ;� . �. • atu�' , :a■ ..zn" Albl--IWhTzj �t•Oi1T_� T.C•?Ctr F'TaF2<<�O• L�iTTC7N TIr�T •� cl.' '1 • BOX 102954 ANCHORAGE,f (907) 272-8218 PFAMRIM FOR: Suwn McCreuW DATE PERFORIMM8.31-02 ®® ............ `6 W s-31-02 ®® SECM LEGAL . --- 1 7/8 --- 1 7/8' --- 1 7/8' ENCO ED? NO Tzar Holz 10 SEOM ^� IF YES, AT VMAT O t 0� .`�92 c� (D Y Topme . O D TO WATER AFTER Rrn�t 17 3 is DATE: 10-16-02 - - — 4 ; THS _` 3� 61' ORAVM wl h{ s .12"&boldereH �; ao: 6 LOT 6 N ? SSG+� 7 ' "F i 72 acres s li `r 1 2.88 Gm 10 -= 4-88.30 (`dFi9 49'Fi9 - � ft 12 0MVEL yvl em � Q 13 mm wT Tam W s-31-02 WAS GROUND NATER SECM 14 --- 1 7/8 --- 1 7/8' --- 1 7/8' ENCO ED? NO 15 IF YES, AT VMAT TWT HOIZ _--- BOH D TO WATER AFTER 17 MONITORING? -12 is DATE: 10-16-02 19 Ell • ,tl t . , t • .; • • • • .._..I. IFspZz Z4 •'1) 03 I, z & • mm wT Tam W s-31-02 1217 1247 1247 1317 1317 1347 0 30 0 30 0 30 6 1/8 4 1/4' 6' 4 1/8 6 4 1/8 --- 1 7/8 --- 1 7/8' --- 1 7/8' • ,tl t . , t • .; • • • • .._..I. IFspZz Z4 •'1) 03 I, z & •