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Home My WebLink AboutGOLDEN VIEW HEIGHTS LT 5A6Golden View Heights Lot 5A6 #020-042-50 Municipality of Anchorage Community DevelopmentDeparttnent Page 1 of 3 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: 03P131329 PID Number: 020-042-50 ✓ New ❑ Upgrade Name: KELLY WARING ABSORPTION ❑ Deep Trench FIELD • 1 Other Shallow Trench • Bed 1 Mound Address 6200 GOLDEN WOOD LANE Phone Number of Bedrooms 3 Soil Rating 1.0GPD/SF Total depth from original grade +0.5 Ft. LEGAL DESCRIPTION Depth to pipe invert from original grade +1.0 Ft. Gravel depth beneath pipe 0.5ft. Subdivision Block Lot - GOLDEN VIEW HEIGHTS 5A6 Fill added above original grade 3.5 Ft. Gravel length 90 Ft. Township Range Section Gravel width 5.OFt. Beds: Number o Lines N/A Distance between lines N/A Ft. SEPARATION DISTANCES To From Septic Tank Absorption Field Lift Station Holding Tank Sewer Line Total absorption area 450 Fe Number of trenches 3 Dist. between trenches 10.4/12. Ft. Well 143.3 100.3 N/A N/A 100+ TANK El Septic ■ S.T.E.P. 0 Holding ■ Other Manufacturer Anchorage Tank Capacity 1000Gal. Surface Water 100+ 100+ N/A N/A NA Material STEEL Number of compartments 2 Lot Line 26.6 4.4 N/A N/A LIFT STATION Foundation 19.8 37.4 N/A N/A Manufacturer Capacity Gal. Curtain Drain 50+ 50+ -N/A N/A Remarks LOT LINE DISTANCE WAIVER Pump on level at in. Pump off-level at in. High water alarm at in. Pump make and model Electrical In pections performed by Installer BEEKS CONSTRUCTION PIPE MATERIAL House to tank 3034 Tank to 3034 drainfield Drainfield 3034 CO/MT 3034 BENCH MARK (Assumed elevation) 103ft Inspector Pannone Engineering Services Location and description Bottom of trim NW corner Inspection 1� 7/10/2014 rd 7/11/2014 3`" 02/10/16 401 COMMUNITY DEVELOPMENT DEPARTMENT APPROVAL Conditional Approval: Date Engineers �.k�'S.� 0* • ,...®• '4. Stamp ...,. „Q k •• %� * �t+ Approved l 404// Date �P 'leven �nnroae ��}�4 CE $14*09 40. Ii -.drat+e Inspection Rep4rrJ I 1-12.doc 5Ai/ L7 SEPTIC AREA (E) 1� A2, WELL (E) GOLDEN W LANE 108.7 ABSORPTION FIELD co_ n // (3EA)3OLFx5.0'Wx0.5'E.D., +0.5T.D. M3 .M2� CO2 „ M O/ W/ 2.5' SAND FILTER 1 LIMIT OF FILL REO'D FOR DRAIN FIELD AMBERWOOD L DRAINAGE DITCH CONSTRUCTED BY OWNER. FILLED WITH DRAIN ROCK AND COVERED DRIVEWAY EASEMENT co co. DCO RESERVE FIELD (P) 15LF x 5'W x 0.5'ED x +0.5'TD .W/. 2.5' SAND 000G SEPTIC TANK (N) -.. DRIVEWAY 100.3 1 43.3 WELL (N) GARAGE (P) 3 5A6 r $ 10' UTILITY EASEMENT r NOTE: V• COVER OF FILL STOPS TIES INTO THE SLOPE OFF OF THE DRIVEWAY EASEMENT AND LOT LINE. DOES NOT CROSS OVER LOT LINE OR EASEMENT. NOTES: RECORD DRAWINGS PANNONE ENG SVC, LLC P.O. 80X 100217 ANCHORAGE, AK 99510 PHONE (907) 272-8218 FAX (907) 272-8211 PLAN GOLDEN VIEW HEIGHTS, LOT 5A6 KELLY WARING 6200 GOLDEN WOOD LANE ANCHORAGE, AK 99516 �.OF At:AN5.I er��P u TH ., .*:17 ®� Steven . annone j `fx„twa Date 02/11/16 Scale P.I.D. NO 020-042-50 PERMIT NO. OSP131329 Sheet 2 OF 3 A B C FC 3.20 - - T1 22.90 - 30.80 T2 29.00 - 35.00 DC1 30.70 - 36.10 DC2 32.30 - 37.30 C01. 58.60 88.20 - M 1 57.50 87.40 - 0O2 68.20. 94.70 - M2 . 69.60 96.10 - 0O3 82.20 106.40 - M3 83.90 107.70 - 004 39.80 63.60 - 005 53.70 73.20 - C06 70.40 87.20 - FS 33.50 58.70 - 5Ai/ L7 SEPTIC AREA (E) 1� A2, WELL (E) GOLDEN W LANE 108.7 ABSORPTION FIELD co_ n // (3EA)3OLFx5.0'Wx0.5'E.D., +0.5T.D. M3 .M2� CO2 „ M O/ W/ 2.5' SAND FILTER 1 LIMIT OF FILL REO'D FOR DRAIN FIELD AMBERWOOD L DRAINAGE DITCH CONSTRUCTED BY OWNER. FILLED WITH DRAIN ROCK AND COVERED DRIVEWAY EASEMENT co co. DCO RESERVE FIELD (P) 15LF x 5'W x 0.5'ED x +0.5'TD .W/. 2.5' SAND 000G SEPTIC TANK (N) -.. DRIVEWAY 100.3 1 43.3 WELL (N) GARAGE (P) 3 5A6 r $ 10' UTILITY EASEMENT r NOTE: V• COVER OF FILL STOPS TIES INTO THE SLOPE OFF OF THE DRIVEWAY EASEMENT AND LOT LINE. DOES NOT CROSS OVER LOT LINE OR EASEMENT. NOTES: RECORD DRAWINGS PANNONE ENG SVC, LLC P.O. 80X 100217 ANCHORAGE, AK 99510 PHONE (907) 272-8218 FAX (907) 272-8211 PLAN GOLDEN VIEW HEIGHTS, LOT 5A6 KELLY WARING 6200 GOLDEN WOOD LANE ANCHORAGE, AK 99516 �.OF At:AN5.I er��P u TH ., .*:17 ®� Steven . annone j `fx„twa Date 02/11/16 Scale P.I.D. NO 020-042-50 PERMIT NO. OSP131329 Sheet 2 OF 3 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. 3. SCOPE OF WORK: INSTALLED NEW 1000g SEPTIC TANK, SOIL ABSORPTION SYSTEM AND INSTALLED A WELL. 4. GROUNDWATER WAS NOT ENCOUNTERED IN ANY OF THE EXCAVATIONS LESS THAN 4.5 FEET BELOW EXISTING GRADE. 00 INV FL. 98.1 BOR EL 97.6 B0 EL. 95. 2" RIGID INSULATION FILTER FABRIC 4"0 PERF PVC PIPE DRAIN ROCK 6" ABOVE PIPE INV 2.8 0.5J5 1 CLEAN OUT FG 103.0 2.5 2" RIGID INSULATION CLEAN OUT 00 100.0 99.4 000 g SEPTIC TANK 0 -2.0 OR ML INV EL. 96.1 BOR EL. 96.6 10.5 GW/ GP 0.8 5.0 (BOT) EL. 94 SECTION NITOR TUBE LEGEND WATER LINE/ WELL RADIUS SS NEW SEPTIC PROFILE 12.0 &V DESIGN PARAMETERS PRIMARY SEPTIC SYSTEM NO. BEDROOM: 3 (450 gpd) TANK SIZE: 1000g PERC RATE = <1 MPI SOIL RATING: 1.0 GPD/SF AREA ROD: 450 SF SYS. TYPE: WIDE TRENCH 0.5'ED MIN LENGTH: 90.0 LF 5.0 INV EL. 95.5 BOTTOM OF ROCK (BOR) EL. 95.0, BOTTOM OF TRENCH (BOT) EL. 92.5 2" RIGID INSULATION FILTER FABRIC 4 PERF PVC PIPE DRAIN ROCK 6' ABOVE PIPE P01 DRAIN ROCK REMOVE OR AND ML PLACE 2.5: SANG USED: (3EA) 3OLF x 5'W x 0.5'ED x +0.5'TD WITH 2.5' SAND TOTAL AREA: 450 SF FG 98.0 i MONITOR TUBE ABBREVIATIONS CU COPPER DIP TH FC T# C# M# R.I. DCO DV FS BEG OG FG TS&V id! TIVT- DUCTILE IRON PIPE TEST HOLE FOUNDATION CLEAN OUT TANK CLEAN OUT NO. CLEAN OUT NO. MONITOR TUBE NO. RIGID INSULATION DOUBLE CLEAN OUT DIVERTER VALVE FLOW SPLITTER BELOW FINISH GRADE ORIGINAL GRADE FINISH GRADE TOPSOIL & VEGETATE NOTES RECORD DRAWINGS PANNONE ENG SVC, LLC P.O. BOX 100217 ANCHORAGE, AK 99510 PHONE (907) 272-8218 FAX (907) 272-8211 DESIGN DETAILS GOLDEN VIEW HEIGHTS, LOT 5A6 KELLY WARING 6200 GOLDEN WOOD LANE ANCHORAGE, AK 99516 "�e. ‘ OF AL ‘l Stever R. •annon1/4 - pce rl rOIkk;Fp OFE8S10WP ' \\�� Date • 02/11/16 Scale NTS P.I.D. NO 020-042-50 PERMIT NO. OSP131329 Sheet 3 OF 3 Municipality of Anchorage s Anchorage P.O. Box 196650.4700 Elmore Road Alaska 99519-6650 • (907)34+3-7904 S Fax'(907) 343-7997 httnalwww,muni.org/Onsite DevelopmefltDivision'` On -Site -Water and Wastewater Program epartment **** VARIANCEIWAIVER REVIEW **** Waiver*: OSV141454 COSA#: PID#:'020-042-550 Perrnit#: OSP131.329 Legal Description: Golden View Heights, Lot 5A6 Engineer PES Applicant: Kelly Waring Your request for a waiver of the required 10 feet horizontal separation: from the absorption field to the property line bas been approved. The approved separation distance is 4.0 feet. This waiver approval applies to the existabsorption fieldonly.'Any future upgrade to the on- site wastewater, disposal systern will require all separation distances be met or another approval from this department. The affected adjacent property owner(s) have been given a 7 tay notice regarding this waiver. ❑ Notarized tetter(s) of notf=objeetion have been received from the owxler(s) of the affected adjacent property. Adjacent properties are not affected by this waiver. •......1.......... .•••••.... .. .••.....•...l..••... ... •.••........J...i.•.M..••.1 Waiver is Granted: X ,° Waiver isnot Gran}.eo Dater ApproVed b NaMe of Reviewer N Pannone Engineering Services iic Steven R. Pannone, Principal I b 218 Registered Professional Engineer Ibi ethq C- P E-mail: steve@panengak.com - c5M 14 t I45'4 VAls 01652)61 October 7, 2014 Municipality of Anchorage Development Services Department On -Site Water & Wastewater Program 4700 Elmore Road P. O. Box 196650 Anchorage, Alaska 99519 Subject: Golden View Heights Lot 5A6 Record Drawing Waiver Requests Ladies and Gentlemen: Waivers. We request a waiver to 4.4' to the lot line. The drainfield had to be place inside the 10 foot offset to stay outside of the well radius. The adjacent property is reserved for the road right of way and should not cause any problems for future construction. If you have any questions or concerns, please contact me at 272-8218. Sincerely, .at"OF „1440 •o)/ ...., ""bi Stts./even R. Pannone (�• /..4/00 90 i• Steven R. Pannone, P.E. Owner/Civil Engineer Mailing: P.O. Box 100217, Anchorage, AK 99510-0217 Physical: 332 East Manor, Anchorage, AK 99501 Telephone: (907) 272-8218 FAX: (907) 272-8211 02/07/2014 20:29 907-345-3202 ALPINE DRILLING PAGE 02/04 Alpine Drilling & Enterprises Well Log Permit Number: #SW131329 Date of Issue: 9-25-13 Parcel Identification Number: Q2004250000 Date Started: 1-15-14 Date Completed: 1-16-14 I.s well located at approved permit location? x Yes 0 No Legal Description: Golden View Heights Lel 5A6 Property Owner Name & Address: Waring Kelly B 4811 Mills Drive (ft) Method of Drilling x air rotary r cable tool Borehole Data: Depth Soil Type, Thickness & Water Strata From Stick-up 0 Organics and silt 2 Gravelly silt 3 silt 19 silty gravel 23 gravelly .silt 31 bedrock 43 To 2 3 19 23 Casing type: steel Wail Thickness:11Q inches Diameter: 6 inches Depth: 43 feet Liner Type: _ Diameter: inches Depth: feet _ Casing stickup above ground: 2 feet 31 43 206 Static water level (from ground level): 27 feet Pumping level: 206 feet after 12 hours pumping 2 gpm Recovery Rate: 2 gpm Method of Testing: air lift Well Intake Opening Type: • Open End x Open Mole In Screened Start feet Stopped feet ■ Perforations Start Feet Stopped feet Grout Type: bentonite Volume: 2 bgs Depth: Start 0 feet Stopped ? feet Pump: Intake Depth feet Pump size __. hp Brand Name Well Disinfected Upon Completion! x Yes 0 No Method of Disinfection: chlorine tablets Comments: Well Driller: Alpine Drilling & Enterprises PO Box 110496 Anchorage AJC 995116 WATER * ITYTESTING Cabral Q- Co11l00rtiL Nitrates ,,.lh. DV- A SAWiC 12/14/2013 07:19 907-345-0202 Mark 8egkh Mayo' ALPINE DRILLING PAGE 01/01 bevelopment Services Department Building Safety bivision On -Site Water & Wastewater Program 4700 Elmore Road P.O. Box 196650 Anchorage, AK 99507 www.muni.ora/Onsite (907) 343-7904 Pump Installation Log Well Drilling Permit Number: S\V 131325 Parcel Identification Number: 02004250000 Date of Issue: 9125/13 Legal Description Lot 5A6 Golden View Heights Property Owner Name & Address: Kelly 8t Waring 4811 Mills Drive Anchorage, AK 99508 Pump Installation Date: 3t26/14 Pump Intake Depth Below Top of Well Casing: 195 feet Pump Manufacturer's Name: Pump Model: 1088074120L Pump Size 3/4 hp Pitless Adapter Burial Deptb: Goulds N/A feet Pitlens Adapter Manufacturer's Name: NA Pitless Adapter Installer: N/A Well Disinfected Upon Completion? [✓ Yes 0 No Method of Disinfection: won taelets Comments: Pump Installer Name: Aarow Pump & wall service, LLC P.G. Box 110496 Anchorage, AK 99511-0496 Attention: The pump installer shall provide a pump installation log to the DSD within 30 days of pump installation.. Ewa Era Lin - t t 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: OSP131329 Tax Code Number: 02004250000 Work Type: WellSeptic Permit Effective Dates: September 25, 2013 to September 25, 2014 Design Engineer: PANNONE ENGINEERING SERVICE Subdivision: GOLDEN VIEW HEIGHTS Site Legal Address: GOLDEN VIEW HEIGHTS LT 5A6 G:3238 Owner/Address: WARING KELLY B 4811 MILLS DRIVE ANCHORAGE AK 995080000 Site Mailing Address: 6200 Golden Wood LN, Anchorage Lot Size in Sq Ft: 28000 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: Per the design: The Inspection Report will not be approved unless the engineer confirms that the drainage ditch in the southwest corner has been filled with drain rock and covered. Received By: Issued By: MUNICIPALITY OF ANCHORAGE Community Development Department Development Services Division On -Site Water & Wastewater Program Phone: 907-343-7904 Fax: 907-343-7997 ON-SITE SEWER/WELL PERMIT APPLICATION Parcel I.D. 020-042-50 Property owner(s) Kelly Waring Mailing address 4811 Mills Drive, Anchorage, AK 99508 Site address Golden Wood Lane Day phone Legal description (Sub'd., Block & Lot) Golden View Heights, Lot 5A6 Legal description (Township, Range & Section) Lot Size 28,000 Sq. Ft. Number of Bedrooms 3 APPLICATION IS FOR: (® all that apply) Absorption Field ❑X Septic Tank ❑X Holding Tank ❑ Privy ❑ Private Well ❑X Water Storage ❑ APPLICATION IS AN: TYPE OF DWELLING: Initial 0 Single Family (SF) (w/wo ADU) Upgrade ❑ Duplex (D) Renewal ❑ Multiple Dwellings (SF and/or D) THIS APPLICATION INCLUDES A VARIANCE / WAIVER REQUEST FOR: Distance: ❑X 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: (7-36,1g Waiver Fees: Date of Payment: 9Alfa Date of Payment: Receipt Number: OSP A3/32.9 Receipt Number: Permit No. OSP/3/324 Waiver No. Permit App_:- :• 1:...:c: Pannone Engineering Services ac Steven R. Pannone, Principal Registered Professional Engineer E-mail: steve{Wpanengak.com September 10, 2013 Municipality of Anchorage Development Services Department On -Site Water & Wastewater Program 4700 S. Bragaw Street P. O. Box 196650 Anchorage, Alaska 99519 Subject: Golden View Heights, Lot 5A6 Well and Septic System Permit Request Ladies and Gentlemen: I am writing to request a permit to install a well and septic system be issued for this property. The proposed systems will serve a proposed three (3) bedroom house. The system will consist of a drain field and will likely utilize a 1250g S.T.E.P. tank. The tank will be a 1000g septic tank if the foundation is set high enough to allow for gravity flow. See note on sheet 1 of 4, of the plan set. Currently the lot is undeveloped. The well will be over 100 feet from this septic system and from the surrounding septic systems. The surrounding developed lots are also served by private wells that are over 100 feet from this septic system. 1. Soils. One test hole was excavated by Pannone Engineering Services in September of 2013, and the ground water monitored for seven days. Groundwater was observed in the hole monitor tube at a depth of 4.5' after the seven day monitoring period. Bedrock was not encountered in the test hole. It is my opinion, based on the results of the percolation tests and overall soils appearance; an application rate of 1.0 gallon/day/square feet should be used for the conventional system. 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 drain field. The proposed drain field upgrade will maintain at least 100 feet from all surface water and drainage ditches. The ditch that was previously constructed by the owner will be filled with drain rock and buried. 4. Topography: The topography slopes from east to west at approximately 10% to 15% in the area of the proposed drain field. There are no steep slopes in the area. 5. Drawing Markings: The Drawings are marked "For MoA Review Only". When written notification Mailing: P.O. Box 100217, Anchorage, AK 99510-0217 Physical: 332 East Manor, Anchorage, AK 99501 Telephone: (907) 272-8218 FAX: (907) 272-8211 Page 2 of 2 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, *ii • • ;. �♦�/'iz Steven R. Pannone ft: $� asse .,,� ..O Steven R. Pannone, P.E. Owner/Civil Engineer Attachments -Soils Log -Septic System Design Mailing: P.O. Box 100217, Anchorage, AK 99510-0217 Physical: 332 East Manor Ave, Anchorage, AK 99501 Telephone: (907) 272-8218 FAX: (907) 272-8211 41 \ } / \ ^ � \ / /GOLDEN y/ / LIMIT OF FILL REO'D FOR DRAIN FIELD ) � | / SEPTIC AREA (E) D LANE / 113J DRAIN FIELD (P) (3EA) 3OLFx5'Wx0.5'EDx+0.5'TD W/2.5`SAND / DRIVEWAY EASEMENT . __7— W/2�5'SAND � � � / / | / ! / \ )� * SEE NOTE 1'THIS SHEET / / / 3 HOUSE' (P) �� DRAINAGE DITCH CONSTRUCTED BY OWNER. FILL WITH DRAIN ROCK AND COVER \ 4`\ NOTE: IF ENOUGH FALL EXISTS BETWEEN ELEVATION AT OUTLET OF FCO AND INVERT OF DISTRIBUTION PIPES, WITH APPROVAL FROM ENGINEER, A1U00 SEPTJC TANK WITH DCO AND ZOLLER TRU FLOW SPLI1TER 3 WAY FLOW SPLI1TER MAY BE NSTALLED IN PLACE OF1250gST.E.P.TANK. WITH GRAVITY FEED THE DISTRIBUTION PIPE WILL BE4"0DRAIN PIPE. o 10' UTILITY EASEMEN'T .�5$ \ o� 5EP/ D GARAGE (P) y / Ci‘R�' EA(B) WELL AND SEPTIC ! / | LOCATED >200' \ ' | 4 d^n/n�� ''~/ v�N/ oi ^J/ '~ C+th c60.-Pfij v,I05 sleet , 50 C/‘r \ ./ / \ / � � e ' NOTES: FOR CONSTRUCTION PLAN PANNONE ENG SVC, LLC P.O.BOX lD0llT ANCHORAGE, AK995{0 PHONE (9O7)272-0218 FAX (907) 272-8211 GOLDEN VIEW HEIGHTS, LOT 5A6 KELLY WARING GOLDEN WOOD LANE ANCHORAGE, AK 99516 l*:49IH Date 9/23/2013 Scale P.I.D. NO 020-042-50 PERMIT NO. OSP131329 Sheet SPECIAL PROVISIONS TO SPECIFICATIONS 1. ALL CONSTRUCTION SHALL BE 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. 3. SCOPE OF WORK: INSTALL NEW 1250g S.T.E.P. TANK AND SOIL ABSORPTION SYSTEM. INSTALL WELL. 4. GROUNDWATER WAS ENCOUNTERED AT A DEPTH OF 4.5 FEET BELOW EXISTING GRADE AS EVIDENCED BY THE SOIL TEST HOLE. IF AN APPARENT WATER TABLE IS OBSERVED IN ANY OF THE EXCAVATIONS LESS THAN 4.5 FEET BELOW EXISTING GRADE NOTIFY THE ENGINEER IMMEDIATELY. 0 z 9 oz z 0-J O V 3 1r- TH 1 OR T( -1.0 -2.0 ML 50 8.5 GW/ GP 0 0 0 9/10/13 UFT STATION 1250 g S.T.E.P. TANK (P) RIGID INSULATION -FILTER FABRIC 1.25" 0 PERF PIPE 18/ )(3" HOLES CDRILLED 18" O.C.. SEE NOTE, SHEET 1. DRAIN ROCK 6" ABOVE PIPE INV -5 D LEGEND W WATER LINE/ WELL RADIUS SS NEW SEPTIC 2.5 0.5 10.0 SECTION ONITOR TUBE 5.0 DRAIN ROCK REMOVE OR AND ML PLACE 2.5' SAND 0.0 RIGID INSULATION FILTER FABRIC 1.25" 0 PERE PIPE W/38" HOLES DRILLED 18" 0.C. * SEE NOTE, SHEET 1. DRAIN ROCK 6" ABOVE PIPE INV 6" TS&V 5.0 ONITOR TUBE PROFILE DESIGN PARAMETERS PRIMARY SEPTIC SYSTEM NO. BEDROOM: 3 (450 gpd) TANK SIZE: 1000g PERC RATE = <1 MPI SOIL RATING: 1.0 GPD/SF AREA ROD: 450 SF SYS. TYPE: WIDE TRENCH 0.5'ED MIN LENGTH: 90.0 LF DRAIN ROCK REMOVE OR AND ML PLACE 2.5' SAND USE: (3EA) 3OLF x 5'W x 0.5'ED x WITH 2.5' SAND TOTAL AREA: 450 SF ABBREVIATIONS Cu DIP TH FC T# C# M# R.I. DCO DV FS BFG OG FG TS&V COPPER DUCTILE IRON PIPE TEST HOLE FOUNDATION CLEAN OUT TANK CLEAN OUT NO. CLEAN OUT NO. MONITOR TUBE NO. RIGID INSULATION DOUBLE CLEAN OUT DIVERTER VALVE FLOW SPLITTER BELOW FINISH GRADE ORIGINAL GRADE FINISH GRADE TOPSOIL & VEGETATE NOTES: FOR CONSTRUCTION PANNONE ENG SVC, LLC P.O. BOX 100217 ANCHORAGE, AK 99510 PHONE (907) 272-8218 FAX (907) 272-8211 DESIGN DETAILS GOLDEN VIEW HEIGHTS, LOT 5A6 KELLY WARING GOLDEN WOOD LANE ANCHORAGE, AK 99516 a ?t OF 11,17:4. 'kk,I jr*:9TH A\ '.*rG Date 9/23/2013 Scale NTS '0'L0-042-50 teven R. Pannone e PERMIT N0. ,Oa PFk. CE 8149 . :;? OSP131329 Ill1 '# Sheet 2 OF 4 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 TEST HOLE 1 OR ML GP/ GW BOH ORGANICS SILT POORLY GRADED GRAVEL/ GRAVEL DATE PERFORMED: 9/03/13 9/10/2013 9/3/2013 SOILS LOG - PERCOLATION TEST SLOPE X TH 3 DRIVEWAY EASEMENT w 3 BR HOUSE GARAGE (P) 3 ;1 5A6 W 10' UTILITY EASEMENT W./ WAS GROUND WATER ENCOUNTERED? Y IF YES, AT WHAT DEPTH? -6.0' DEPTH TO WATER AFTER MONITORING? -4.5' DATE: 9/10/2013 SLOPE TH X READING DATE CLOCK TIME NET TIME WATER LEVEL READING NET DROP 9/03/13 2 3 UNABLE TO TO RATE TAKE READING OF PERCOLATION 4 DUE 5 6 PEROLATION RATE <1 (min/inch) PERC HOLE DIAMETER 6 Inches TEST RUN BETWEEN 3 FT AND 4 FT COMMENTS: Test hole excavated by BEEK'S CONTRACTING. Pere hole was presoaked. Test was run for at least one hour. 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: FOR CONSTRUCTION PANNONE ENG SVC, LLC P.O. BOX 100217 ANCHORAGE, AK 99510 PHONE (907) 272-8218 FAX (907) 272-8211 SOILS LOG GOLDEN VIEW HEIGHTS, LOT 5A6 KELLY WARING GOLDEN WOOD LANE ANCHORAGE, AK 99516 Date OF AL4'Il+ Ad *:49TH /\ •.rt'/ �` tip r, PD. NO ! ! 042-50 Steven R. nnone 01 9/23/2013 Scale NTS PERMIT NO. OSP131329 Sheet 3 OF 4 ADVANTEX DESIGN - RESERVE SYSTEM ADVANTEX 4" JIM CAPAX20 POD 24" INSULATED RISER\ AUXILIARY PUMP BASIN 4" PUMP—OUT/ 64" SLIDE SECTION OF 6" PIPE OVER THIS CONNECTION TO PROVIDE SHEER PROTECTION— EXTEND TO BRIDGE EXCAVATION DESIGN PARAMETERS RESERVE SEPTIC SYSTEM NO. BEDROOM: 3 (450 gpd) TANK SIZE: 1500g S.T.E.P. W/ AX20 POD PERC RATE = <1 MPI SOIL RATING: 6.0 GPD/SF AREA ROD: 75 SF SYS. TYPE: WIDE TRENCH 0.5'ED MIN LENGTH: 15.0 LF USE: 15LF x 5'W x 0.5'ED x +0.5'TD WITH 2.5' SAND TOTAL AREA: 75 SF 12' PASSIVE AIR VENT 0 GAUGE 1500 GALLON ANCHORAGE TANK NOTES FOR CONSTRUCTION PANNONE ENG SVC, LLC P.O. BOX 100217 ANCHORAGE, AK 99510 PHONE (907) 272-8218 FAX (907) 272-8211 SITE SECTION GOLDEN VIEW HEIGHTS, LOT 5A6 KELLY WARING GOLDEN WOOD LANE ANCHORAGE, AK 99516 '•*?is P.I.D. NO ` ►,�� • • • / 042-50 Date 9/23/2013 Scale NTS 5 even R. Pannone fro 9.•. CE 8149 •fit :a PERMIT NO. OSP131329 Sh ee 4 OF 4 March 9, 1978 Das. Karen Korn Cycalllocrk_ 72744 MelroseAvenue Los Angeles, California 90046 Sub;jeotl Golden View ttoightss Subdivision Letter Dated March 6, 1978 Wo received yew: letter requesting price information regarding on-sbito sewer and well. installation. Sewer and well permits are issued at thin office for a fee of !:;30.00. A9 this office maintains n lint of Municipal approved oved well drillers, soil testers and excavators, I have enclosed carries for, your convenience. You may be able to obtain rough cost !estimates from them, as we do not perform the work, only enforce they Municipal Ordinances involved. I would advise obtaining a soils test on the lot before making any commitment regarding development. Th' possibility exists that high ground water or clay like soi.1l: would make installation of a sewer system not: feasible at this time. The Anchorage Water and sewer Utility has informed me that public sower and water service is not projected for approximately fifteen (L) years. If there are any further questions, please contact this office at the above address or at 2G4-4720. Sincerely, Lynn Br-ingle Senior Environmental Control Officer :L.13/1j It ena