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Home My WebLink AboutCHUGACH PARK VIEW LT 8x 2 4 �P �a�;:�' �v,,"`. "'�' �:,t„�..,.�s'•r• Municipality of Anchorage On -Site Water and Wastewater Section • (907) 343-7904 Page 2 of 2 ON-SITE WASTEWATER INSPECTION REPORT Permit Number: OSP201024 PID Number: 090-042-08 Dwelling: ❑® Single Family (SF) ❑ with ADU ❑ Duplex (D) ❑ Two Single Family Project: ❑ New Q Upgrade Name John Ford & Susan Lambrix ABSORPTION FIELD ❑ Deep Trench FEM Wide Trench El Bed ❑Mound Site Address 441 Rand Drive ❑ Other Phone Number of Bedrooms Soil Rating depth from original grade 3 1.0 GPD/SF JTotal 2 -3=0' c; , J Ft. LEGAL DESCRIPTION Depth to pipe invert from original grade 0.5 !'1 eJ /, 0-, C- Ft. Gravel depth beneath pipe 0.5 Ft. Subdivision Block Lot Chugach Park View 8 Fill added above original grade 2.9+ Ft. Gravel length 45.0 Ft. Township Range Section Gravel width 5.0 Ft. Beds: Number of Lines N/A Distance between lines N/A Ft. SEPARATION DISTANCES To 1,Septic i Absorption ' i Lift Station Holding Sewer Total absorption area Number of trenches Dist. between trenches From Tank Field Tank Line 450 Ftz 2 14-28 Ft. Well ; 100'+ 1 100'+ NA I NA 1 25'+ TANK ❑ Septic,M] S.T.E.P. ❑ Holding ❑ Other Manufacturer Anchorage Tank Capacity 1500 Gal. I i f Surface Water 100'+ i 100'+ NA i NA Material Number of compartments Lot Line 5'+ 101+ ( NA NA NA Septic/Steel 2 Foundation i 10'+ 10'+ NA ! NA LIFT STATION Manufacturer Capacity Gal. Remarks Alarm location Electrical installed by PIPE MATERIAL House to tank 3034Tank to3034 drainfield Installer _ Beek's Contracting, Inc Drainfield 3034 CO/MT3034 Inspector Pannone Engineering Services, LLC. BENCH MARK (Assumed elevation) 100.0 ft Inspection im 10/31/201 11/01/2014 Location and description dates: _ 2"1 3rd 7/27/2020 41h 7/28/2020 See Site Plan, Foundation Footing ON-SITE WATER AND WASTEWATER SECTION APPROVAL Engineer's Stamp Conditional Approval: Date C ,��F `�• qs Septic System Approved Date _ Note: this approval does not include well permit requirements.'�'`�`� (Rev 05/02/18) <mmon^^--- -r(nnoo--=� co HCl r -z+�0Ori xyA mv 0 A O* z m rz po D O n 0� mr zp=v'-ii y -O: rOnmOo mO< ammzyz Z m;azo (n z �g z m 0 m m D o Dzp C':N r- M m ar � 2 Z cm to l - FOUNDATION CLEAN OUT(N) 2:,-, &' M 101110 j7t'll � , z Mg On I- MT J m 0 m CO 0 o C x = N O� � O � Am 0 N NOTES: RECORD DRAWING �o �\ zlo � m 0 ` f vm CLEAN OUT LIFT STATION z Mg On I- MT J m 0 m CO 0 o C x = N O� � O � Am 0 N NOTES: RECORD DRAWING r ` f i m AO OZ oT W N i �N (� bt' ('o =m CD O N cn P - cil MT J A~ o- % z n x m � C4 N O --. 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' ♦•♦ m \ \0 r \ R \ C D rnp. c� m O m r D m rn f \ � � D \ z V""t! \ \ •-.... ! ,,,•• t 5-SSET BACK �,\,,� PANNOo EoENG7SVCEPA4L LC ( AK C.1 1088) P.PHONE (907) 745-8200 FAX (907) 745--8201 CHUGACH PARK VIEW LOT 8, INDIAN DRAWN LJC JOHN FORD & SUSAN LAMRBIX SITE:441 RAND DRIVE SITE PLAN ANCHORAGE, AK 99524 OF `ACgs� ly' mit Zvi Steven R. Pon— vw 'p ' CE -8149 REVISIONS -1` 07/14/21 i'- SCALE t -b --a4VA ('01 r-2- 1 " = 50' 090-042-08 OSP201024 1 OF 2 Muni pality of Anchorage On -Site Water and Wastewater Program P.O. Box 196550 4700 Elmore Road Anchorage, Alaska 99519-6650 Phone: (907) 343-7904 Fax: (907) 343-7997 hftp://www.muni.org/onsite Review Comments Engineer: PANNONE ENGINEERING SERVICES Legal Description: CHUGACH PARK VIEW LT 8 1.11 1:111 Permit: OSP201024 WellSeptic Report Type: As Built Review 7/20/2021 Completed By: R.Carroll The application has been reviewed and the following comments have been generated. These are to be satisfactorily addressed prior to MOA approval: 1. Portion of creek shown on as -built survey is less than 100 ft to septic tank. Please 4dress whether path of surfacing effluent would be >100 ft to creek. C5V02_L ''Pa4 =.Sc>v'iS32L /ClCP 2. On inspection report, please clarify if Total depth from original grade is to bottom of sand. Typically, it is to bottom of sewer rock which appears to be at 0.0 ft on the profile drawing.l- 3. On inspection report, please clarify if Depth to pipe invert from original grade is 0.5 ft above or below original grade. Com ' 6; 0 C� CSF. 4. Tank requires a minimum 20 -inch manway riser to the 1st compartment. Please address. 5. Site plan note and profile indicate that a double cleanout was provided downstream the STEP tank. Please confirm and provide swing tie distances, if applicable. rico i t- 6. 6. The trenches were installed almost entirely outside the 30 ft radii of the test holes. Please address. —rTZz i'C a LrU: r�ceG Citi _ G G' -iia C .€ 7. Tank is short of cover. Please address. 8. Please confirm tank outlet elevation for the STEP tank. 0�J f (Z, f 9. Profile indicates that test hole was dry on 12/07/2017, but soils log indicates that groundwater was observed at 8 ft on that date. Please address. 02/05/2-102,'i 21: 39 ALPINE DRILLANI,P;GE 01/01 1,41pine Drng & Enterprises Well Log Permit Number: #SW201024 Date of Issue: 4-15-20, Parcel Identification Number, 09004208000 Pate 8 tarted - �ff-1 I Date Coinpleted. 5-13-20 Is well, located at approved permit location? x Yes u No Legal Description: Chugach Patti 14ew Lot 8 Property OwnerNanie & Address. John Forcl PO Bux 241271 Pump, IntRke Depth. — feet Pump size -- hp Brand Name WATER QUAUTY TESTING Well Disinfected Upon Cmnpleflon? x Yes [-] No C N4 -e -a, Coul L1123/7.( Metbod of Disinfection: chlorine tablets Mtater — Nb Cunrnsxnexdts: -- — C t4b llzq)zl 'well Driller: ,4ipineDrill' �ttgcar E?jterpreses PO Box 110496 AnchqrageAK' Alaska 99711 Anchorage, Ala.9ka 99524 -Borehole Data; Soil Type, Thickness & Water Strata Depth (ft) From To Method of Drilling x air rottry Cable tool Ca4;ing type: 2 Wall Thickness -.250 inches orgallies & .5fl" S ilty gravel 2 3 3 14 Diameter: 6 inches Moi; 84 feet Liner Type: __ Diameter: -- inches Depth: fee. silt), water sand & gravel 14 17 Casing sticktop above grouxid- 2 feet Static water level (from ground level): 8) feet silt P, 19 grm)ell y silt 19 24 Puniping level: 300 feet after — sifty gravel silt 24 78 82 2— hours pumpiag 2 gpm Recovery Rate! 2 Cp.t-.n Method of Testing: gar Zi 306 Well Intake Opening T", e; El Open End x Open Hole D Screened Start feet Stopped fefli El Perforations Start — feet Stopp�A feet Grout Type; hentonite Franyles Volume! 2-00 Pump, IntRke Depth. — feet Pump size -- hp Brand Name WATER QUAUTY TESTING Well Disinfected Upon Cmnpleflon? x Yes [-] No C N4 -e -a, Coul L1123/7.( Metbod of Disinfection: chlorine tablets Mtater — Nb Cunrnsxnexdts: -- — C t4b llzq)zl 'well Driller: ,4ipineDrill' �ttgcar E?jterpreses PO Box 110496 AnchqrageAK' Alaska 99711 Well Drilling Permit Number: SW Parcel Identification Number: ® DOC CO dba BILL 8& COLE ULLIVAN WATER WELLS P.O. Box 670269, Chugiak, AK 99567 688-2759 www.suilivanwaterwells.com Date of Issue Attention: The pump installer shall provide a pump installation log to the DSD within 30 days of pump installation. i SGS Ref.# 1211979001 Client Name Residential Testing - Cash Account Project Name/# John Ford Client Sample ID Kitchen Sink tlatrix Drinking Water Sample Remarks: Printed Date/Time Collected Date/Time Received Date/Iime Technical Director 05/04/2021 16:44 04/28/2021 11:03 04/2812021 11:58 Stephen C. Ede Allowable Prep Analysis Parameter Results LOQ Units Method Container ID Limits Date Date Init Microbiology Laboratory E. Coli Negative I 100mL SM21 9223B A 04/28/21 A.L Total Coliform Negative I 100mL SM21 9223B A 04/28/21 A. L, 2 of 5 SGS Ref.# Printed Date/Time 02/11/2021 10:59 Collected Date/Time 01/24/2021 14:00 Received Date/Tune 01/25/2021 14:04 Technical Director Stephen C. Ede 1210348001 Client Name Residential Testing - Cash Account Project Name/9 John Ford Client Sample ID 441 Rand Dr. Matrix Drinking Water Sample Remarks: 43.9 1.00 mg/L EPA 300.0 A (<250) 02/01/21 02/01/21 A.A Conductivity 431 5.00 umhos/cm SM21 251013 A Allowable Prep Analysis 0.298 Parameter Results LOQ Units Method Container ID Limits Date Date Init Total Dissolved Solids 254 10.0 mg/l, SM21 2540C A (<500) 01/26/21 I" -'WW Metals by ICP/MS SM21 2320B A 01/27/21 EWW Aluminum 148 20.0 ug/L Hardness as CaCO3 83.0 5.00 mg/L SM21 2340B B 1.00 02/02/21 02/08/21 DMM Waters Department (<6) 02/02/21 02/08/21 DMM Arsenic ND 5.00 ug/L EP200.8 B Total NitrateiNitrite-N ND 0.200 mg lL SM21 4500NO3-P C (<10) 01!27/21 EWW Microbiology Laboratory Cadmium ND 0.500 ug/L EP200.8 B (<5) 02/02/21 02/08/21 DMM E. Coli Negative l 100mL SM21 9223B D 01/25/21 AJ, Total Coliform Positive 1 100mL SM21 9223B D 02/02/21 02/08/21 DMM 01/25/21 A.L Private Individual Analysis Chloride 43.9 1.00 mg/L EPA 300.0 A (<250) 02/01/21 02/01/21 A.A Conductivity 431 5.00 umhos/cm SM21 251013 A 01/27/21 F.,WW Fluoride 0.298 0.200 mg/L EPA 300.0 A (<2) 02/01/21 02/01/21 A.A Sulfate 1.96 0.200 mg/L EPA 300.0 A (<250) 02/01/21 02/01/21 A.A Alkalinity 163 10.0 mg/l, SM21 2320B A 01/27/21 EWW Aluminum 148 20.0 ug/L EP200.8 B 02/02/21 02/08/21 DMM Antimony ND 1.00 ug/L. EP200.8B (<6) 02/02/21 02/08/21 DMM Arsenic ND 5.00 ug/L EP200.8 B (<10) 02/02/21 02/08/21 DMM Barium 130 3.00 ug/L EP200.8 B (<2000) 02/02/21 02/08/21 DMM Cadmium ND 0.500 ug/L EP200.8 B (<5) 02/02/21 02/08/21 DMM Calcium 20000 500 ug/L EP200.8 B 02/02/21 02/08/21 DMM Chromium ND 2.00 ug/1, E13200.8 B (<100) 02/02/21 02/08/21 DMM CO3 Alkalinity ND 10.0 mg/l, SM21 2320B A 01/27/21 EWW 2 of 6 SGS Ref.# 1210348001 Client Name Residential Testing - Cash Account Project Name/# John Ford Client Sample ID 441 Rand Dr. Matrix Drinking Water Printed Date/Time Collected Date/Time Received Date/Time Technical Director 02/11/2021 10:59 01/24/2021 14:00 01/25/2021 14:04 Stephen C. Ede Allowable Prep Analysis Parameter Results 1..OQ Units Method Container ID Limits Date Date !nit Private Indv. Analysis (Provisional Cert for Cu) Copper 5.46 1.00 HCO3 Alkalinity 163 10.0 Iron 760 r 250 Lead 0.474 0.200 Magnesium 8030 50.0 Manganese 44.3 1.00 Nickel ND 2.00 OH Alkalinity ND 10.0 pH 8.2 0.100 Potassium 669 500 Selenium ND 5.00 Silver ND 1.00 Sodium 72600 500 Thallium ND 1.00 Zinc ND 10.0 ug/L E13200.8 B (<1000) 02/02/21 02/08/21 DMM mg/L SM212320B A 01/27/21 EWW ug/L EP200.8 B (<300) 02/02/21 02/08/21 DMM ug/L, EP200.8 B (<15) 02/02/21 02/08/21 DMM u -/L. EP200.8 B 02/02/21 02/08/21 DMM ug/L EP200.8 B (<50) 02/02/21 02/08/21 DMM ug/L EP200.8 B (<100) 02/02/21 02/08/21 DMM mg/L SM21232013 A 01/27/21 EWW pH units SM21 4500-14 B A (6.5-8.5) 01/27/21 EWW ug/L EP200.8 B 02/02/21 02/08/21 DMM ug/L EP200.8 B (<50) 02/02/21 02/08/21 DMM ug/L EP200.8 B (<100) 02/02/21 02/08/21 DMM ug/L EP200.8 B 02/02/21 02/08/21 DMM ng/L EP200.8 B (<2) 02/02/21 02/08/21 DMM ug/L EP200.8 B (<5000) 02/02/21 02/08/21 DMM 3 of 6 ap, t1l _. • •LO y v N L O u d > 0 C) Q to U O N > � 0 .' CC) fJ H Q J O (D ~� ] O f 0 O p �� I U i n ` Mi i s S 01'00'05" E 484.53' O 0 t^ � W lbo W 4b Oj F zl3 m LO C) n of o U Z S Z IAJ J 00 Ofo Q N W U U QD ci W N �,' L O U JIVIOd�11�j CL t^ � W lbo W 4b Oj F zl3 m LO C) n of o U Z S Z IAJ J 00 Ofo Q N W U U JI� z z V Q -\-J J L Q 4� Q z z L Q T z 0 W tL' ci W N �,' L I j G).L) O C: C:.0 CL L) ! EU O � c E CLi-O 0 Ln v E � U Q' X I� cn u LO U • U cv c c 3 -0 E LLL N co O CD a) ui —0 N O 0 0 N L N E d O �*i Y F. v) � to W W 0� m N tw V' X ro N VV z _ a-' O w � _l Ln c m � Ol m� o �> �` �J gJj w U m se L L 70 v ® � a no C: Ln 0- QQ JI� z z V Q -\-J J L Q 4� Q z z L Q T z 0 W tL' ci W N �,' j G).L) O C: C:.0 CL L) ! EU O L � E CLi-O 0 Ln _v w O L cn u LO LnO , b� � U cv c c 3 -0 E = L a -0 v ° v co c> t c V Z, O �L 0 0 N L N 0 C:QJ Q n SS I� Q v) � Q) 0 � v 0•c ,( z _ a-' U O W >- = o > c „L- 3 Q m� o 0 c v ° L L cctv Q N O LL OL wV) 0 N E�-0 L L L 4- v ® O c Nao U a .,c c w 0 Q�U�'� i� c F- -O ` O 0 L N ro � U U Ln O, w Q1 z c Q c —(v Uv- O a a m � o c w > O 'X + , 4--1 > N J v C _ O D D S U N X 0_ L -0 Q w a Q ® 1-4O Y s E O z O L`nn m C9 U ' 0 m Q L1 Un 4-� o m z Q Q�c� — s N ( 1L ci W N �,' O U = CL -+ U O A z LQ Cd i<= i 0 o cn u z : M LLJ0 co o p cc Q H :S MUNICIPALITY OF ANCHORAGE On -Site Woter& Wastewater Program POBox 1SOO5U 47O0Elmore Road Anchorage, Alaska 9951g'5S5O Phone: 904 Fax: (9Ur)343-78g7 On -Site Water & Wastewater System Permil Permit Number: 0SP201824 Work Type: VVeUSepUoRonevvm| Tax Code Number: 09004208000 Site Legal Address: CHUGACH PARK VIEW LT 8 GA456 Site Mailing Address: Owner: FORD JOHN& 441RAND DR, Indian Design Engineer: PANNONE ENGINEERING SERVICES This permit isfor the construction of: Effective Date Expiration Date Lot Size in Sq Ft: Total Bedrooms: 4/15/2020 4/15/2021 Z Disposal Field R1 Septic Tank [] Holding Tank [] Privy 2 Private Well 171Water Storage All construction shall beinaccordance 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 (18AAC8O) 3. The wastewater code requires inspections during the installation. The engineer shall notify the Development Services Department per AMC 15.G5.Provide notification bycalling (9D7)343 -78O4(24/7). 4. From October 15 to April 15, a subsurface soil absorption system under construction during freezing weather shall boeither: a. Opened and Closed onthe same day, or b. Covered, sealed, and heated to prevent freezing Received By: Issued By: Date: MUNMPAUTY OF ANCHORAGE a Community Development Department ' M Phone: 907-343-7904 Development Services Division ` Fax: 907-343-7997 p � On -Site Water & Wastewater Program ON-SITE SEWER/WELL PERMIT APPLICATION Parcel I.D. 090-042-08 Property owner(s) John Ford & Susan Lambrix Day phone Mailing address 19829 South Montague Loop, Eagle River, AK 99577 Site address NSN Rand Road, Indian Legal description (Sub'd., Block & Lot) Chugach Park View, Lot 8 Legal description (Township, Range & Section) Lot Size 110,027 Sq. Ft. Number of Bedrooms 3 APPLICATION IS FOR: APPLICATION IS AN: TYPE OF DWELLING: (® all that apply) Absorption Field FX Initial ❑ Single Family (SF) ❑X (w/wo ADU) Septic Tank ❑X Upgrade ❑ Duplex (D) ❑ Holding Tank ❑ Renewal x❑ Multiple Dwellings ❑ Privy ❑ (SF and/or D) Private Well ❑x Water Storage ❑ THIS APPLICATION INCLUDES A VARIANCE / WAIVER REQUEST FOR: 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: y5, Waiver Fees: Date of Payment: 1L } I a 0 ao Date of Payment: Receipt Number: O (0 11 `� C� Receipt Number: Permit No. C) 5 P a -b ()?_1 Waiver No. Permit App__- :- ::-.,:c ice# s € ! #�3 t is �, t �� < i i C,.. >•: p # int4 Steven R. Pannone, Principal Registered Professional Engineer E-mail: steve(a@panengak.com February 13, 2020 Subject: Expired On -Site Water and Wastewater Permit Permit Renewal Request Permit Number: OSP181429 Legal Description: Chugach Park View L8 This is a request to renew the permit for the above mentioned lot. All site conditions remain the same. The plot plan was updated and will not affect the existing design in any way. The monitor tube for the existing test hole was replaced and no ground water was observed to 14' after 7 days. The construction still will not affect the health, safety, or development of the surrounding lots. Sincerely, Steven R. Pannone, P.E. Owner/Civil Engineer Nlaiiing: P.O. Box 1807, Paln-ier, AK 99045-1307 Telephone: (907) 745-8200 FAX: (907) 745-8201 MUNICIPALITY OF ANCHORAGE / On -Site Water & Wastewater Program POBox 19665 40VElmore Road Anchorage, Alaska 88518'0O5U Phone: 904 Fax: (9U7)343'79S7 hup�w�xw.munio��n�� On-Site Water & Wastewater System Permit PermitNumbec OSP181420 Effective Date: 12/10/2018 Work Type: VVeUSepUc|nUia| Expiration Date: 12/10/201y Tax Code Number: 09004208000 Site Legal Address: CHUGACHPARK VIEW LT 8 G:4456 Site Mailing Address: Owner: FORD JOHN & Lot Size inSqFt: 110027 Design Engineer: PANN0NEENGINEERING SERVICES Total Bedrooms: 3 This permit is for the construction of: ZDisposal Field 10Septic Tank ElHolding Tank 0Phvy ZPrivate Well 0 Water Storage All construction shall beinaccordance 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 (1 8AAC72) and Drinking Water Regulations (1 8AAC80) 3. The wastewater code requires inspections during the installation. The engineer shall notify the Development Services Department per AMC 15.S5.Provide notification bycalling (A07)343'7QU4(24/7). 4. From October 15 to April 15, a subsurface soil absorption system under construction during freezing weather shall beeither: a. Opened and Closed onthe same day, or b. Covered, sealed, and heated to prevent freezing Issued By: RAC'c", 6 It"te4l Date: Oob*: /./ MUNICIPALITY OF ANCHORAGE 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 I.D. 090-042-08 Property owner(s) John Ford & Susan Lambrix Day phone Mailing address 19829 South Montague Loop, Eagle River, AK 99577 Site address NSN Rand Road, Indian Legal description (Sub'd., Block & Lot) Chugach Park View, Lot 8 Legal description (Township, Range & Section) Lot Size 110,027 Sq. Ft. Number of Bedrooms 3 APPLICATION IS FOR: APPLICATION IS AN: TYPE OF DWELLING: (® all that apply) Absorption Field ❑x Initial Single Family (SF) ❑X (w/wo ADU) Septic Tank ❑X Upgrade pg ❑ Duplex (D) ❑ Holding Tank ❑ Renewal ❑ Multiple Dwellings ❑ Privy ❑ (SF and/or D) Private Well ❑x Water Storage ❑ THIS APPLICATION INCLUDES A VARIANCE / WAIVER REQUEST FOR: Distance: I certify that the above information is correct. I further certify that this is in accordance with applicable Municipal Codes. gnature of property owner or authorized agent) Permit/Rush Fees: ? a `/ Waiver Fees: Date of Payment: A9-13 /a Date of Payment: Receipt Number:005-o?- , Receipt Number: Permit No. 190/71(1gWaiver No. Permit App_:- : • : -.,:c Municipality of Anchorage On-site Water and Wastewater REVIEWED FOR CODE COMPLIANCE OSP181429, Rebecca Carroll, 12/10/18 Municipality of Anchorage On-site Water and �+- ter ._ REVIEWED FOR CODE O LIANCI DESIGN PARAMETERS OSP201024, Re * Ca 041152 /PRIMARY/RESERVE SEPTIC SYSTEM / ""'--M / 'M NO. BEDROOM: 3(450 gpd) TANK SIZE: /M 1000g / PERC RATE: <1 MPI SOIL RATING: 1 GPD/SF AREA ROD: 450 SF W/ 2.0' FILTER SAND SYS. TYPE: WIDE TRENCH 05ED MIN LENGTH: 90 LF ' USE: (2EA) 45LFx5'Vrx0.5' E.D., 2.0' TD - WITH 2.0' OF FILTER SAND :TOTAL AREA: 450 SF WELL (E) _. Fes' INSULATE PIPE c) O� UNOER WAY DRIVEF= �o A), J w �o PRIMARY/RESERVE DRAIN FIELD (P) ` \ 3 BR z d F — ss (2EA) 4 5L x5 Wx0.5 ED, 2.0 TD ss HOUSE (P) _ y WITH 2.0' SAND– �s — ss !4r i --,= INSTALL CLEAN OUT AND MONITOR ss 3� W TUBE AT EACH END t OOOg SEPTIC TANK (P) o PER 15.65.205 INSTALL FOUNDATION CLEAN OUT, -DOUBLE CLEAN OUT AND FLOW SPLITTER / GQ IF GRAVITY FLOW CAN NOT BE ACHIEVED P �.\0 INSTALL 1250g S.T.E.P. TANK (P) TH –1 NO WELL/SEPTIC WITHIN 200' 15x15 T&E EASEMENT .. 15x15 T&E EASEMENT RAND ROAD Date NOTES: PANNONE ENG SVC, LLC FOR CONSTRUCTION P.O. BOX 100217 ANCHORAGE, AK 99510 2/19/2020 PERMIT RENEWAL PHONE (907) 272-8218 FAX (907) 272-8211,•' •',�.� Scale DRAWN BY: 7H 1"=50' DRM CHUGACH PARK VIEW, LOT 8 "" " '• ••••••• P.I.D. NO 090-042-08 JOHN FORD & SUSAN LAMBRIX }even E. anriope PERMIT NO. RAND ROAD CE 8149 OSP201024 PLAN INDIAN, AK 99540 Sheet 1 OF 2 Municipality of Anchorage On-site Water and Wastewater REVIEWED FOR CODE COMPLIANCE OSP181429, Rebecca Carroll, 12/10/18 CREEK CENTERLINE PER BELL AND ASSOCIATES 100' CREEK OFFSET CHUGACH PARK VIEW; LOT ROAD VACANT PER MOA RECORDS me jolt Municipality of Anchorage On-site Water and Wastewater OSP181429, Rebecca Carroll, 100' CREEK OFFSET ;REEK CENTERLINE PER BELL AND ASSOCIATES VACANT PER MOA RECORDS CHUGACH PARK VIEW; LOT APPROXIMATE LOCATION OF TESTHOLES BASED UPON SURVEY CONTROL PROVIDED BY JOHN FORD CHUGACH PARK �� VIEW; LOT 27 •.- �-�-JtPTIC ARE CHUGACH PARK VIEW; LOT 26 100' WELL RADIUS DOES NOT ENCROACH ON THE SUBJECT LOT CHUGACH PARK VIEW; LOT 10 +44 ...., c. wvn nvnu, circ ion n --m kaup a -o ua - rru mo zwe win :w ,gwmspngmeenng.mm� • •�,}a„v •.1 •Y+ yr, ........7...... •+ PREPARED FOR: PHONE NUMBER: PAGE NUMBER: y A. GBrness •.' w / JOHN FORD (BUYER) 242-4281 1 OF 1 # s°., CE- 95 :' Ar DESCRIPTION: DRAWN BY: A�.� CHUGACH PARK VIEW; LOT 8 D.J.G. ®44 p•• ry.('`.` TYPE OF WORK: DATE: LICENSE 0FESS®+® SITE PLAN 12/07/2017 #AECC884 '`�,*�'~ �� T�� ENGINEERING �� T� Ltd �^� m�.�]�l�� l��n� ;��v�� CIVIL & ENVIRONMENTAL ENGINEERS, �,TUDOR ROAD, SUITE �'ANCHORAGE,="9507-PHONE ��-FAX 1907)=3246'MBSITE:�� ISOIL LOG - PERCOLATION TIES LEGAL DESCRIPTION: onuamCnPARK VIEW, PERFORMED FOR: JOHN FORD DATE: 11/2912017 DEPTH ORG (feet) ITEST HOLE #1 o u 4 5 GM UU NTH LARGE 7 8 e 10 11 12 13 14 1s 16 17 18 SOIL CLASSIFICATIONS DEPTH TO DATEGROUNDWATER8 FEET 11129/20178 FEET 12/07/2017 | . SITE PLAN | . | D4TE|RE4D|NGj CLOCK | NET TIME " | WATER LEvEL| NET °"°" ( TIME (M I NUTES) READING (INCHES) ABSORBED sINCHES OFWATER iNLESS THAN 2MINUTES 5TIMES PERCOLATION RATE <1 (MIN./INCH) PERC� HOLE O (INCHES) �n -------- ----- TEST RUN BETWEEN 4 FT. 5 FT. 204FOUR HOUR PRESOAK WAS PERFORMED: � F-� YES �� NO �� == SOILS LOGGED BY: DAV|DGARNEGS PERCOLATION TEST PERFORMED BY: ER|KVNDGER COMMENTS: PERCOLATION READINGS ARE WITHIN 1/1VOFINCH. PERFORMED 8YGEG.Ltd. |. JEFFREY A.G8RNESS.CERTIFY THAT THIS WAS PERFOqMED IN ACCORDANCE GW GP ORG ML �j 11!611 GM CL GC OL 3VV 3P 3M Sc MH CH OH DEPTH TO DATEGROUNDWATER8 FEET 11129/20178 FEET 12/07/2017 | . SITE PLAN | . | D4TE|RE4D|NGj CLOCK | NET TIME " | WATER LEvEL| NET °"°" ( TIME (M I NUTES) READING (INCHES) ABSORBED sINCHES OFWATER iNLESS THAN 2MINUTES 5TIMES PERCOLATION RATE <1 (MIN./INCH) PERC� HOLE O (INCHES) �n -------- ----- TEST RUN BETWEEN 4 FT. 5 FT. 204FOUR HOUR PRESOAK WAS PERFORMED: � F-� YES �� NO �� == SOILS LOGGED BY: DAV|DGARNEGS PERCOLATION TEST PERFORMED BY: ER|KVNDGER COMMENTS: PERCOLATION READINGS ARE WITHIN 1/1VOFINCH. PERFORMED 8YGEG.Ltd. |. JEFFREY A.G8RNESS.CERTIFY THAT THIS WAS PERFOqMED IN ACCORDANCE -'- - ---------------~---~~~-~~-~~~~^ ��T�r�� T� ��l�]�� .�l��{�j�.�]�� ~'^~~ 5 ��~~� CIVIL & ENVIRONMENTAL ENGINEERS ^^ "�sTUDOR ROAD, SUITE .".=�m* PHONE p��~.='FAX '=momp"�°�~."..°°�.=�°= rS—OILLOG - PERCOLATION TEST LEGAL DESCRIPTION: CHUGACH PARK VI PERFORMED FOR: JOHN FORD DATE: 11o9/20/7 DEPTH 0 (feet) ITEST HOLE #21 m 3 4 GM n_]|M| BOULDERSIROCKS WITH LARGE 0 r 0 9 10 11 12 13 14 15 18 17 18 SOIL CLASSIFICATIONS DEPTH TO DATE GROUNDWATER 9 FEET 11/29/2017 8 FEET 12/0712017 DATE READING CLOCK NET TIME WATER LEVEL NET DROP I TIME I (MINUTES) I READING (INCHES) ABSORBED 5 GALLONS IN LESS THAN 1 MINUTE 2 TIMES 18 PERCOLATION RATE <1 ' M|N�/|N[H) PER�� HOLED{4 ----�--'.- TEST RUN BETWEEN 4 FT. 5 FT co—�-----1 --------' -------- 4FOUR HOUR PRESOAK WAS PERFORMED: F-1 YES NO SOILS LOGGED BY: DAV|DGARNEOS PERCOLATION TEST PERFORMED BY: ER|Kvx|DGER COMMENTS: PERCOLATION READINGS ARE WITHIN 1/1sOFINCH. PERFORMED BYGEG.Ltd. LJEFFREY &6ARNESS.CERTIFY THAT THIS WAS PERFORVED 6 (INCHES) GW GP ORG ML GM [L GC SW:MH SP 0L CH 3M 0H Sc DEPTH TO DATE GROUNDWATER 9 FEET 11/29/2017 8 FEET 12/0712017 DATE READING CLOCK NET TIME WATER LEVEL NET DROP I TIME I (MINUTES) I READING (INCHES) ABSORBED 5 GALLONS IN LESS THAN 1 MINUTE 2 TIMES 18 PERCOLATION RATE <1 ' M|N�/|N[H) PER�� HOLED{4 ----�--'.- TEST RUN BETWEEN 4 FT. 5 FT co—�-----1 --------' -------- 4FOUR HOUR PRESOAK WAS PERFORMED: F-1 YES NO SOILS LOGGED BY: DAV|DGARNEOS PERCOLATION TEST PERFORMED BY: ER|Kvx|DGER COMMENTS: PERCOLATION READINGS ARE WITHIN 1/1sOFINCH. PERFORMED BYGEG.Ltd. LJEFFREY &6ARNESS.CERTIFY THAT THIS WAS PERFORVED 6 (INCHES)