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HomeMy WebLinkAboutEKLUND #1 BLK 3 LT 5Onsite File #050-541-01 At time of COSA, an updated as-built survey is required to address separations to any building foundations (1/28/19). Municipality of Anchorage Community Development Department Page 1 of 2 On -Site Water and Wastewater Program 4700 Elmore St. - P.O. Box 196650 Anchorage, AK 99519-6650 • http://www.muni.org/onsite • (907) 343-7904 ON-SITE WASTEWATER INSPECTION REPORT Permit Number: OSP131017 PID Number: 050-541-01 ❑✓ New ❑ Upgrade Name: ROBERT KRENZELOK ABSORPTION FIELD ❑ Deep Trench E] Shallow Trench F] Bed E] Mound Address H`4 2.Z LOWER KOGRU ROAD ❑✓ Other Phone Number of Bedrooms Soil Rating Total depth from original grade 3 0.8 GPD/SF 6.0 Ft. LEGAL DESCRIPTION Depth to pipe invert from original grade 5.0 Ft. Gravel depth beneath pipe 1.0 Ft. Subdivision Block Lot EKLUND #1 3 5 Fill added above original grade 0.0 Ft. Gravel length 2@50 Ft. Township Range Section Gravel width 5.0 Ft. Beds: Number of Lines N/A Distance between lines N/A Ft. SEPARATION DISTANCES To Septic Absorption Lift Station Holding Sewer Total absorption area Number of trenches Dist. between trenches From Tank Field Tank Line 574.7 Ft2 2 10+ Ft. Well 108.6 113.7 N/A N/A 109.5 TANK p Septic ❑ S.T.E.P. ❑ Holding ❑ Other Manufacturer ANCHORAGE TANK Capacity 1000Gal. Surface Water 100+ 100+ N/A N/A Material STEEL Number of compartments 2 Lot Line 27.3 33.6 N/A N/A NA Foundation N/A N/A N/A N/A LIFT STATION Manufacturer Capacity Curtain Drain 50+ I 50+ N/A N/A Gal. Remarks Pump on level at in. Pump off level at in. High water alarm at in. Pump make and model Electrical Inspections performed by Installer PIPE MATERIAL House to tank Tank to 3034 drainfield JR'S SEPTIC SERVICES Drainfield 3034 CO/MT 3034 Inspector PANNONE ENGINEERING SERVICES BENCH MARK (Assumed elevation) 468.Oft Inspection5, � 8/2/13 8/3/13 Location and description dates: 2`a 3rd 8/3/13 4th O.G. AT WELL CASING COMMUNITY DEVELOPMENT DEPARTMENT APPROVAL Engineer's Stamp OF ACq�i}� Conditional Approval: PP Date ,r9 '�Q'�. � * ... ­ * 'P ` tteven . n Approved�l f'�t,�ii('i ,t l cT r(np DateSPRO Aur O F� 5 cWf-' c UVIS C VA 8ji-i 7) -A Inspection Keport_I-1-12.cloc CL-nA .s he reat� —i-0 Vj,'_ Ck lvlre_ ,(?"d A 14tr 1 C.aS,T. ` \ ` PRIMARY SEPTIC SYSTEM TANK SIZE: 10OOg ` SOIL RATING: uuupu/SF AREA RQD: 563 SF SYS. TYPE: WIDE TRENCH 1.0' E.D. LENGTH: 97.96 LF o TOTAL AREA: 574.7 SF 456 444 , 445 440 INSTALLED PRIMARY DRAIN FIELD INSTALLED CLEAN OUTS AND MONITOR J TUBES AT EENDS, \|3C*AFFER LIMIT OF FILL. SITE GRADED SO THAT NO SLOPES GREATER THAN 25% WITHIN 50' OF DRAIN FIELD // ' .2 1 Fx5.0 Wxl.O'ED, 6.0'TD NO SWING TIES, NO HOUSE BASED ON CAT III SEE ATTACHED AS—BUILT \-INSTALLED 1 000a SEPTIC TANK W/ DCO AND FLOW SPUTTER AFTER 4 2.0 4- 0 DRAIN PIPE 1000 g SEPTIC J�:447 G 11/19/10 6 - TANK 4L429_/ 4 47 D_1 7- 7-1 PROFILE 442� DOM WE PERFORVED: 6/30/11 12 DATE PERrORMED: 11/12/10 NOTES: PAMONE ENG SVC, LLC P.O. BOX 102954 ANCHORAGE, AK 99510 PHONE (907) 272-8218 FAX (907) 272-8211 Date 12/14/18 RECORD DRAWING _�_c_ole ROBERT KRUNZELOK nope DRAWN ACP PERMIT NO. LOWER KOGRU ROAD CE 8149 OSP131017 SITE PLAN EAGLE RIVER, AK 99577 ....... Sheet OWNER QFLAND: RobertKnynzekok Bore Hole Data ADDRESS: Depth LEGAL DESCRIPTION Eklund #1BLK3Lot 5 From TO DATE: PERMIT NUMBER: 131017 DATE OFISSUE: TAX IDENTIFICATION NUMBER 0.r,01;41010n0 bwell located otapproved permit location: MYes DNo 4 25 Method of Drilling: Nairrotary [] cable tool 25 104 Depth of Well: 117 104 117 Casing Type: steel Wall thickness .250 inches Diameter: 6 inches,depth 115ft Static Water Level: 2 fee Recovery Rate 15 M Qpm 1771 gph Method ofTesting air Well Intake Opening Type: 0open end [] open hole []Screened Start feet Stopped Grout Type: Bentonite chips Volume: Depth: from O feet, to 20 feet Well Disinfected Upon Completion: Nyes 11 no Method ofDisinfection: Chlorine 58PPM Comments: Casing Stickup Overburden Hardpan &Boulders Hardpan w/Clay &Boulders Sand Gravel w/Yellow Clay -Water Drillers Name: Cole Sullivan ATTENTION: It is the responsibility of the property owner to submit a copy of the well log tothe proper authority. Municipality of Anchorage: Department of Health & Human Services and/or Department of Environmental Conservation. MatSuBorough: Department ofEnvironmental Conservation. 0 Lo (D CD MW -1 0 r r -, (D 0) * a) r- M'U CD zy- 3 5 o 0 -' 0 0 (D - 1 n W-0 0 0 3 -1 < c) <D 3 Cyl C CD -- CD CD 0 0 C) 3 3 --3- 0- CJ , (D(D o D- (D- 0 fn(D 0 Z, Dn Z3 (D to -1 0 C: M— (D (D (D D 0 0 0 CD Zr 0-1 (D Z 0 (D 3 M 0 (D W (D (D 3 < CL 0 0 c 0 CD :3- �rsa,<-0 (D C) -- a z CD :3 0- --1 0 CY — 0 0 0 tti W (D Q-0 0 CD < (D(D Q 3 (D 0 Ci D (D n- :3 (D (D :T 0 — o :r 0 :3 0 0 (D - D u(D 0- (D u) (D o � n- 0 — o 0rr CL 0 (D D Z5 (D 0 0 Lo 0 _0 0 0 3 CD :3 a< -0 (D -I 0 w 0 < (D 0 (D CD x 0 _0(D 0 3 a CD 0 (D _0 fn On -Site Water & Wastewater System Permit MUNICIPALITY OF ANCHORAGE Development Services Department On -Site Water & Wastewater Program 4700 Elmore Road, PO Box 196650 Anchorage, AK 99519-6650 Telephone: (907) 343-7904 Permit Number: OSP131017 Tax Code Number: 05054101000 Work Type: WellSeptic Renewal Permit Effective Dates: February 22, 2013 to February 22, 2014 Design Engineer: PANNONE ENGINEERING SERVICE Subdivision: EKLUND #1 Site Legal Address: EKLUND #1 BILK 3 LT 5 G:0602 Owner/Address: KRENZELOK ROBERT P 4123 UPPER KOGRU EAGLE RIVER AK 995770000 Site Mailing Address: Lot Size in Sq Ft: 31314 Total Bedrooms: 3 This permit is for the construction of: Y Disposal Field Y Septic Tank N Holding Tank N Privy Y Private Well N 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 wastewater code requires inspections during the installation. The engineer must notify the Development Services Department at least 2 hours prior to each inspection. Provide notification by calling (907) 343-7904 (24 hours). 4. From October 15 to April 15, a subsurface soil absorption system under construction during freezing weather must either: A. Open and Close on the same day. B. Covered, sealed, and heated to prevent freezing. Received Issued By. MUNICIPALITY OF ANCHORAGE l Community Development Department Phone: 907-343-7904 Development Services Division `— Fax: 907-343-7997 On -Site Water & Wastewater Program ON-SITE SEWER/WELL PERMIT APPLICATION Parcel 1. D. vsv/ Property owner(s) Mailing address - C%� Z3 y^/,9/2� /�o yrrh Day phone �s ` / 7� Site address �� i�^ //, p Legal description (Sub'd., Block & Lot) ! i II ,, ci , //, �X G,' S Eco S Legal description (Township, Range & Section) Lot Size 3 / � ) V Sq. Ft. Number of Bedrooms 3 APPLICATION IS FOR: APPLICATION IS AN: (El all that apply) TYPE OF DWELLING: Absorption Field Z Initial ❑ Single Family (SF) Septic Tank i!l Upgrade P9 ❑ (w/wo ADU) Holding Tank ElRenewal Duplex (D) ❑ Privy ❑ Multiple Dwellings ❑ Private (SF and/or D) Well [ Water Storage ❑ THIS APPLICATION INCLUDES A VARIANCE / WAIVER REQUEST FOR: Distance: 1 certify that the above information is correct. applicable Municipal Code X (Signature of property owner or authorized a, I further certify that this is in accordance with Date of Payment: Date of Payment: Receipt Number: N 4 Receipt Number: Permit No. OS 10 )31 ti 1 Waiver No. Permit App_9-1-12.doc On -Site Water & Wastewater System Permit MUNICIPALITY OF ANCHORAGE Development Services Department On -Site Water & Wastewater Program 4700 Elmore Road, PO Box 196650 Anchorage, AK 99519-6650 Telephone: (907) 343-7904 Permit Number: OSP111172 Tax Code Number: 05054101000 Work Type: Welseptic Initial Permit Effective Dates: January 20, 2012 to January 19, 2013 Design Engineer: PANNONE Subdivision: EKLUND #1 SERVICE Site Legal Address: EKLUND #1 BILK 3 LT 5 G:0602 Owner/Address: KRENZELOK ROBERT P 4123 UPPER KOGRU EAGLE RIVER AK 995770000 Site Mailing Address: Lot Size in Sq Ft: 31314 Total Bedrooms: 3 This permit is for the construction of: Y Disposal Field Y Septic Tank N Holding Tank N Privy Y Private Well N 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 wastewater code requires inspections during the installation. The engineer must notify the Development Services Department at least 2 hours prior to each inspection. Provide notification by calling (907) 343-7904 (24 hours). 4. From October 15 to April 15, a subsurface soil absorption system under construction during freezing weather must either: A. Open and Close on the same day. B. Covered, sealed, and heated to prevent freezing. Special Provisions: PRIOR TO CONSTRUCTION: An additional percolation test shall be performed near "Bob Schaffer TH" as shown on the plans. If the results of the percolation test require a design change, an approved change order shall be aquired prior to construction. Received Issued By. MUNICIPALITY OF ANCHORAGE Community Development Department Phone: 907-343-7904 Development Services Division Fax: 907-343-7997 On -Site Water & Wastewater Program Mayor Dan Sullivan ON-SITE SEWERNVELL PERMIT APPLICATION FOR A SINGLE FAMILY DWELLING Parcel I.D. O S 0 -SLl) -©1 Property owner(s) Ro8're-r Kge7zy 2ELoK Day phone Mailing address yiZ3 c)PP�R `CoG PtJ L,%e� (Z(✓��� �¢dC g4Sy Site address - t4O6-.R J<o6-AU Legal description (Sub'd., Block & Lot) 6_J<wNo kt� RLk,3 LOTS' Legal description (Township, Range & Section) Lot Size N. i q q. Ft. Number of Bedrooms THIS APPLICATION IS FOR: THIS APPLICATION IS AN: (® all that apply) Initial Absorption Field Septic Tank Upgrade ❑ Tank ❑ Renewal ElHolding Privy ❑ Private Well [ Water Storage ❑ THIS APPLICATION INCLUDES A VARIANCE / WAIVER REQUEST FOR: I certify that the above information is correct. I further certify that this application is being made for a Single Family Dwelling and is in accordance with applicable Municipal Codes. (Signature of or Permit/Rush Fees: 5�` ayb' Waiver Fees: Date of Payment: I- 1 4 _ 1 Receipt Number: 0 1® q (o Permit No. Oi P ( I I ( � Date of Payment: Receipt Number: Waiver No. GAl3ui1ding%0n SiteTormsUient FormsTermit App_010411.doc (Rev. 1111) Pannone Engineering Services «c Steven R. Pannone, Principal Registered Professional Engineer E-mail: steve(cDoaneneak.com January 19, 2012 Municipality of Anchorage Development Services Department On -Site Water & Wastewater Program 4700 S. Bragaw Street P. O. Box 196650 Anchorage, Alaska 99519 Subject: Eklund #1, Block 3, Lot 5 Septic System Permit Upgrade Request Ladies and Gentlemen: I am writing to request that a permit to construct a new well and septic system be issued for this property. The proposed systems will serve a proposed three-bedroom house. The lot is not currently developed. The proposed scope of work is to install a new 1,000 gallon septic tank and absorption system, along with a new private well that will serve this lot. The surrounding developed lots are served by private water systems. The private wells are located over 100 feet from the proposed soil absorption system. 1. Soils. Two test holes were excavated by Pannone Engineering Service in June of 2011. See the soil logs attached. Ground water was monitored for seven days. Ground water was monitored for seven days and no ground water was observed in TH-1 after the monitoring period. Bedrock was not encountered in the test hole. Bob Schaffer excavated one test holes in this vicinity and the log is not available. Water was not monitored in his test hole. One additional test hole will be excavated before construction in the vicinity of the Schaffer test hole to verify soils. It is my opinion, based on the results of the percolation tests and overall soils appearance; an application rate of 0.8 gallons/day/square feet should be used, using a conventional wastewater system and a five foot (5') wide trench. 2. Soil Absorption System Design. a. See Sheet 2 of the design package 3. Surface Water: There is no surface water within 100 feet of the proposed septic tank and the existing drain field. The proposed drain field upgrade will maintain at least 100 feet from all surface water and drainage ditches. 4. Topography: The average topography in the area of the proposed septic system is approximately 25 percent based on the survey information in the area of the septic system. In locations where the slope varies to more than 25 percent fill will be placed before drain field is constructed so that there will be no steep Mailing: P.O. Box 100217, Anchorage, AK 99510-0217 Physical: 615 East 82"d Ave, Cuite B6, Anchorage, AK 99503 Telephone: (907) 272-8218 FAX: (907) 272-8211 Page 2 of 2 slopes within the vicinity of the proposed drain field. 5. Drawing Markings: The Drawings are marked "For MoA Review Only". When written notification that the review is complete and that there are no further comments is received from MoA On -Site Department, the note will be removed and "Issued for Construction" drawings will be issued. The proposed installation will not affect the future development of the surrounding or existing lots. There are no wells or septic systems within 100 feet of the proposed septic location. If you have any questions or concerns, please contact me at 272-8218. Sincerely, Steven R. Pannone, P.E. Owner/Civil Engineer Attachments: Mailing: P.O. Box 100217, Anchorage, AK 99510-0217 Physical: 615 East 82"" Ave, Suite B6, Anchorage, AK 99503 Telephone: (907) 272-8218 FAX: (907) 272-8213 Lot B 4 ,\O 000 SEPTIC TANK ( ) / K (P) � PLACE ON BUILDING PAD �- WITH ACCESS PER CODE.z WITH DCO AND FS BOB SCHAFFER / TH t LIMIT OF FILL SITE WILL BE GRADED SO THAT NO SLOPE GREATER THAN 25% WILL ` , o EXIST AT TIME OF '- o__ INSTALLATION. 'TH2 uGACHTE PAR NOTES' PANNONE ENG CHANGE ORDER P.O. BOX 100217 ANCHOR, PHONE (907) 272-8218 FAX DRIVEWAY - - -RESERVE DRAIN FIELD Lot 4 2OLFx1'EDx5'W, 6'TD -TH1 (BASED ON CAT III) PRIMARY DRAIN FIELD (P) (2EA) 50LFxl'EDx5'W, 6'TD ulc 99510 272-8211 EKLUND #1, BLOCK 3, LOT 5 ROBERT KRENZELOK LOWER KOGRU ROAD PLAN EAGLE RIVER, AK 99577 WELL (P) !ic,9�li1 11/19/2012 Fy1`04 Scale PERMIT N0. CE 8149 ..4R�� OSP111172 1 OF 6 SPECIAL PROVISIONS TO SPECIFICATIONS 1. ALL CONSTRUCTION WAS INSTALLED AS SPECIFIED IN THE MOST CURRENT EDITION OF THE MUNICIPALITY OF ANCHORAGE STANDARD SPECIFICATIONS (MASS) FOR COMPONENT PARTS AND MATERIALS USED IN CONSTRUCTION OF ON-SITE WASTEWATER DISPOSAL SYSTEMS. 2. ALL WORK SHALL BE IN ACCORDANCE WITH THE ATTACHED SPECIFICATIONS, 3. SCOPE OF WORK: INSTALL NEW 1000 GALLON SEPTIC TANK AND NEW SOIL ABSORPTION SYSTEM. INSTALL WELL. 4. GROUNDWATER WAS NOT OBSERVED AS EVIDENCED BY THE SOIL TEST HOLE. IF AN APPARENT WATER TABLE IS OBSERVED IN ANY OF THE EXCAVATIONS LESS THAN 12.0 FEET BELOW EXISTING GRADE NOTIFY THE ENGINEER IMMEDIATELY. PRIMARY FIELD BOH z o� �0 303 zz ,Jl. H PU U NEW 10009 SEPTIC TANK DESIGN PARAMETERS PRIMARY SEPTIC SYSTEM NO. BEDROOM: 3 (450 gpd) TANK SIZE: 1000g PERC RATE = 1-5 MPI SOIL RATING: 0.8 GPD/SF AREA ROD: 563 SF RF: .87 SYS. TYPE: WIDE TRENCH 1.0' E.D LENGTH: 97.96 LF USED: (2EA) 50 LF X 5' WIDE, 1.0' E.D., 4.5' TO TOTAL AREA: 574.7 SF PROFILE SECTION LEGEND W WATERLINE/ WELL RADIUS SS — NEW SEPTIC RIC ABOVE PIPE INV W/ X"o PIPE INV R FABRIC IN ROCK B" ABOVE PIPE INV 6 DRAIN PIPE m r �o z EU ABBREVIATIONS CU NOTES: ��"_A�'k Date PC1L�LL\Ol�E ENG SVC LLC CHANGE ORDER COPPER DIP DUCTILE IRON PIPE TH TEST HOLE FC FOUNDATION CLEAN OUT T# TANK CLEAN OUT NO. C# CLEAN OUT NO. M# MONITOR TUBE NO. R.I. RIGID INSULATION DCO DOUBLE CLEAN OUT DV DIVERTER VALVE FS FLOW SPLITTER BFG BELOW FINISH GRADE OG ORIGINAL GRADE FG FINISH GRADE OF 1 P.O. BOX 100217 ANCHORAGE, AK 99510 r ��• �gsil, a/a/2ott PHONE (907) 272-8218 FAX (907) 272-8211 /�Cpp �-y�� Scale 49TH *l� NTS �.... .... ... P.I.D. NO EKLUND #1, BLOCK 3, LOT 5 .......... .. ..... 50-541-01 ROBERT KRENZELOK Steven . Pannone / PERMIT N0. f ��� CE 814th�i OSP111172 DESIGN DETAILS EAGLE RIVER, AK99577�IIlk � r Sheet OF 6 ADVANTEX AX20 POD 24 4" JIM CAP INSULATED AUXILIARY RISER PUMA^ BASH 4" PUMP-OUT71 RESERVE SYSTEM SLIDE SECTION OF 6" PIPE OVER THIS CONNECTION TO PROVIDE SHEER PROTECTION - EXTEND TO BRIDGE EXCAVATION PASSIVE AIR DESIGN PARAMETERS RESERVE SEPTIC SYSTEM NO. BEDROOM: 3 (450 gpd) TANK SIZE: 1500g S.T.E.P. W/ AX20 POD PERC RATE = 1-5 MPI ,Hz SOIL RATING: 6GPD/SF —0.5 AREA RQD: 75 SF 5.5 0.5 RF: .87 FILTER FABRIC SYS. TYPE: WIDE TRENCH 1.0' E.D. -' LENGTH: 13.05 LF sN/w GRAVEL BEDDING 1 1/4.0 PERF 6.0 5 0 PIPE. 1/00 ® 2eO.C. —t2 BOH GRAVEL No groundwater monitored SECTION NOTES: PAMON ENG SVC, LLC P.O. BOX 100217 ANCHORAGE, AK 99510 PHONE (907) 272-8218 FAX (907) 272-8211 .►�"Date r , QF A�gsl�t j*o TM y*fir 7/2s/2olt CHANGE ORDER Scale NTS EKLUND #1, BLOCK 3, LOT 5 ROBERT KRENZELOK LOWER KOGRU ROAD ..... ..... / 's'teven 'f�. 'Panno a CE 8149 % �s�,.,�• r ++���\p P.I.D. NO 05D-541-01 PERMIT NO. OSP111n2 Sheet DESIGN DETAILS EAGLE RIVER, AK 99577 . I" 6 TEST HOLE 1 SOILS LOG - PERCOLATION TEST SLOPE E -" SITPLAN / OR ORGANICS "-� , �/ 1 O 2 of 5 sF�� // / y 3 DRIVE 4 i - i `-. _....._ 3BR e BOB SCHAFFER HOUS _ 8 LOOSESILTY R TH 4F ��- SM/GM GRAVEL/TH 7 ROCKS I , t 8 10` 11 `TN2 \ C GACH S .....E PAR TH1\ 12 /y BOH 13 WAS GROUND WATER SLOPE 14 ENCOUNTERED? N 18 IF YES, AT WHAT TH 16 DEPTH? -0-' X 17 DEPTH TO WATER AFTER MONITORING? -DRY- 18 DATE: 11!19110 DATE PERFORMED: 11112J10 PEROLATION RATE 1.1 (min/inch) PERC HOLE DIAMETER 6 inches TEST RUN BETWEEN 5 FT AND 6 FT COMMENTS: Test hole excavated by FLINTSTONE ENTERPRISES. Prec hole was presoaked. Test run for one hour. Last 3 readings reported PERFORMED BY: Steven R. Pannone, P.E. I CERTIFY THAT THIS TEST WAS PERFORMED IN ACCORDANCE WITH ALL STATE AND MUNICIPAL GGU7IDIL�ITNNES IN EFFECT ON7THE �DATE OF THIS TEST. NOTES: PANNONE ENG SVC, I.A.A. ,�'��_ \�\ Date FOR CONSTRUCTION P.O. BOX 102954 ANCHORAGE, AK 99510 F gSl�i 7/zs/zo11 PHONE (907) 272-8218 FAX (907) 272-8211 /rcg�py�, Scale NTS �... ... .. ...... P.I.D. NO EKLUND #1, BLOCK 3, LOT 5 / 050-541-01 ROBERT KRENZELOK - t'teven'R:'Pa'nnome PERMIT N0. PF,••, CE 814 /� OSP111172 LOWER KOGRU ROAD �) may' L' ,o SOILS LOG EAGLE RIVER, AK 99577 (�l'z. . Sheet 6 \\ READING DATE CLOCK TIME NET TIME WATER LEVEL READING NET DROP 1 11!12!10 12:00 -- 3.65 -- z 12:06:12 6:12 MIN 6.24 6.0 a 12:07 --- 3.65 -- a 12:13:22 6:22 MIN 9.65 6.0 s 12:14 --- 3.65 -- s 12:20:27 6:27 (DRY) 9.65 6.0 TEST HOLE 2 1 OR ORGANICS 2 3 4 SM SILTY GRAVEL 7/10/2011 5 6/3D/2011 6 7 8 CL BLUE CLAY g BOH 10 11 12 13 14 15 16 17 18 DATE PERFORMED: 6/30/11 SOILS LOG - PERCOLATION TEST SLOPE BOB SCHAFFER - TH x TH WAS GROUND WATER ENCOUNTERED? Y IF YES, AT WHAT DEPTH? -52 DEPTH TO WATER AFTER MONITORING? -4.5'- DATE: 7/10/11 `TH1 \ SLOPE TH x (P) READING DATE CLOCK TIME NET TIME WATER LEVEL READING NET DROP 1 11/12/10 11:15 -- 4.30 -- 2 11:25 10 MIN 6.24 1.94 3 11:25 -- 4.30 --- 4 11:35 10 MIN 6.00 1.70 s 11:35 --- 4.30 --- 6 11:45 10 MIN 6.05 1.75 PEROLATION RATE 5.7 (min/inch) PERC HOLE DIAMETER 6 inches TEST RUN BETWEEN 4 FT AND 5 FT COMMENTS: Test hole excavated by FLINTSTONE ENTERPRISES. Prec hole was presoaked. Test run for one hour. Last 3 readings reported PERFORMED BY: Steven R. Pannone, P.E. I CERTIFY THAT THIS TEST WAS PERFORMED IN ACCORDANCE WITH ALL STATE AND MUNICIPAL GUIDLINES IN EFFECT ON THE DATE OF THIS TEST. NOTES: PANNONE ENG SVC LLC - OF.A �\\ Date FOR CONSTRUCTION ° ,�,�... L.gsl�l 7/26/2011 P.O. BOX 102954 ANCHORAGE, AK 99510 � PHONE (907) 272-8218 FAX (907) 272-8211 /�g�P9+� Scale EKLUND #1, BLOCK 3, LOT 5 ROBERT KRENZELOK LOWER KOGRU ROAD SOILS LOG EAGLE RIVER, AK 99577 * 49 TM "' '*f� P.I.DITNO Q-541-01 Steven R. Pannon e -- PERMIT N0. 'PF , CE 8149 x// OSPI11172 111sG7l L. _ Sheet5 OF 6 FILL IF NECESSARY TO ACCOMPLISH 25% MAX. SLOPE FOR CONSTRUCTES:TION _ +��"�\� Date PANNONE ENG SVC, LLC of .4" ��l 7�zs�2ou P.O. BOX 100217 ANCHORAGE, AK 99510 CF' " " •'qc4 (j PHONE (907) 272-8218 FAX (907) 272-8211 /'rg�P �y++ Scale NTS ... ... ... P.I.D. NO EKLUND #1, BLOCK 3, LOT 5 0-541-01 ROBERT KRENZELOK / teven R. Pannone PERMIT NO. LOWER KOGRU ROAD ��PFcy CE s, 9Gj r// OSP,,,nz SITE SECTION EAGLE RIVER, AK 99577+�,GC� Sheet ll PR