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Home My WebLink AboutMOUNTAIN TERRACE ESTATES #1 BLK 1 LT 2Mountain Terrace Estates #1 Block 1 Lot 2 #020- 121 - I I Development Services Department Ame Building Safety Division � On-Site Water & Wastewater Program ` 4700 Elmore Road P.O. Box 196650 Anchorage, AK 99507 Mark Begieh www.muni_ora/onsite Mayor (907)343-7904 Well Log Permit Number: OSP151081 Date of Issue: 4-21-2015 Parcel Identification Number: Date Started: 7/2/2 15 Date Completed: 7 3 2015 Is well located at approved permit location? U Yes Lj No Legal Description: Mountain Terrace Est. #1 blkl Lt2 G:3342 Property Owner Name & Address: Michael Hauke 7921 Susan Circle Anchorage, AK 99516 Borehole Data: Depth (ft) Method of Drilling U air rotary L1 cable tool Soil Type, Thickness & Water Strata From To Casing type: steel Stickup 0 2 overburden 2 4 silt & gravel 4 58 bedrock w/ H2O fractures 58 60 bedrock 60 90 bedrock w/ H2O fractures 90 95 bedrock 95 115 bedrock w/ H2O fractures 115 120 120 127 bedrock Water Sample Results: Arsenic: Nitrates: Total Coliform Bacteria: Other Bacteria: 1y v ug/L 4.51 mg; ► _ colonies% I OIlmL -� coU100mL Wall Thickness: .250 inches Diameter: _ 6 inches Depth: 60 feet Liner Type: Diameter: inches Depth: feet Casing stickup above ground: 2 feet Static water level (from ground level): 8 feet Pumping level: feet after hours pumping gpm RecoveryRate: 10 gpm Method of Testing -Airlift Well Intake Opening Type: n Open End ❑ Open Hole ❑ Screened Start feet Stopped feet ❑ Perforations Start feet Stopped feet tirout type: isentonite volumegranuies Depth: 20' Start 0' feet Stopped 20' feet Pump: Intake Depth 70 feet Pump size 1/2 hp Brand Name Grundfos SQE Well Disinfected Upon Completion? 0 Yes ❑ No Method of Disinfection: chlorine Comments: Well Driller: Hefty Drilling, Inc. 3540 Akula Dr. Anchorage, AK 99516 Attention: The well driller shall provide a well log to DSD within 30 days of completion. Development Services Department Building Safety Division On -Site Water & Wastewater Program 4700 Elmore Road P.O. Box 196650 4 Mark Begich Anchorage, AK 99507 S A E T Y Mayor www.muni.oro/onsite (n 'l-7' O6'J _-"r, A. Pump Installation Log Well Drilling Permit Number: 151 Date of Issue: Parcel Identification Number: Legal Description yy� Property Owner Nam & Addres ° {�'101a 1^ n ✓� J� IrV)kCt r.) l i C A, Ccsc_qt � Pump Installation Date: .? _ 7 — r j Pump Intake Depth Below Top of Well Casing: 70 feet Pump Manufacturer's Name: �ir&-INA �, 5 Pump Model:. /0 c-,, 0? b 20--�) Pump Size Y, hp Pitless Adapter Burial Depth: 10 feet Pitless Adapter Manufacturer's Name: 4 D X Pitless Adapter Installer: HcJ/� 0�_, jlI V, Well Disinfected Upon Completion? ('Yes n No Method of Disinfection: �/lill �i �V Comments: Pump Installer Name: V �Vafing, PO. B 11213 AndwWe, X99511 Attention: The pump installer shall provide a pump installation log to the DSD within 30 days of pump installation. On -Site Water 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: OSP151081 Tax Code Number: 02012111000 Work Type: Well Renewal Permit Effective Dates: April 21, 2015 to April 20, 2016 Design Engineer: Subdivision: MOUNTAIN TERRACE ESTATES #1 Site Legal Address: MOUNTAIN TERRACE ESTATES #1 BLK 1 LT 2 G:3342 Owner/Address: HAUKE MICHAEL & CASTLE JULIE 7921 SUSAN CIRCLE ANCHORAGE AK 995165541 Site Mailing Address: This permit is for the construction of: N Disposal Field N Septic Tank Lot Size in Sq Ft: 58750 Total Bedrooms: 1 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 By: Issued By: M MUNICIPALITY OF ANCHORAGE Community Development Department Phone: 907-343-7904 Development Services Division Fax: 907-343-7997 On -Site Water &Wastewater Program �USMITTp I ON-SITE SEWERMELL PERMIT APPLICATIO APR 14 2015 Gretchen Stuller Parcel I. D. d2o_ Q —1( Propertyowner(s) HICtIAO2 klL&e XJVLlf LASfLe Day phone 9:31 Mailing address 732) SUSAiv CIEPCLZ ; Aplc, tLWA6E y-9176 Site address Legal description (Sub'd., Block & Lot) Mo LN -jAi (/ 'TEYRPA CG KS'f�ES-�ii I LOT 2 IRL i Legal description (Township, Range & Section) Lot Size (&IS 0_Sq. Ft. Number of Bedrooms APPLICATION IS FOR: APPLICATION IS AN: TYPE OF DWELLING: (® all that apply) Absorption Field El Initial El Single Family (SF) El (w/wo ADU) Septic Tank ❑ Upgrade ❑ Duplex (D). ❑ Holding Tank ❑ Renewal Multiple Dwellings ❑ Privy ❑ (SF and/or D) Private Well 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. property owner or authorized agent) Permit/Rush Fees: _ 4216- _ Waiver Fees: Date of Payment: LI/Is Date of Payment: Receipt Number: y4�0 Receipt Number: Permit No. 6541 Slo$\ Waiver No. Permit App_9-1-12.doc NOTES: ! \ 1 { 1. HOUSE & GARAGE LOCATION APPROXIMATE; HOUSE TO BE LOCATED IN ACCORDANCE WITH TITLE 21 — BY OTHERS!! 2. THIS DESIGN 1S FOR THE SEPTIC SYSTEM & WATER SYSTEM ONLY SITE DESIGN FOR HOUSE & GARAGE BY OTHE/ S. EXIST'G \ }ao.s WELL • ' ty � �-,- EAST'S WELL /� (NOTINSTALLED) f r 4 Flo. �.. ,_` \O 2% z I •/ \ N 1. 2i 13.9 2 •,_ TH2 NIELD 1 I'W x`3'ED•� D DRAINFIELD. 10% I \ \ 'W x 'ED 3` 1 1 _LIMIT OF FILL.' 3: TH1 t\ tt \ 111 5.9 1'DC2 C� T21 1 ' .T1 OIN 1 tt NEW 1,250 GAL SE'PTIC:TANK ( /�f • LOT UNDEVELOPED N�W PROPOSED �' ! - ;ELLS OR SEPTI ' • / /� ! ' HOUSE ' WITHIN 200' • I W`~! W ' W LOCATION I { i . 2% 21 I. L v 250.00! �1 WEST _"� 1 LOT UNDEVELOPED NOTES:p�7�77�7 �T� �*7�� y s��Dote RECORD DRAWN p,p,vgpXOi0N 7 ANCHORAGE, C, 9951'0 �� OF AC,gskZ� 2/18/2015 PHONE (907) 272-8218 FAX (907) 272-8211 irj49 �� Scale �...�TH .. .. PJ -D. NO MOUNTAIN TERRACE #1, BLOCK 1, LOT 2 o x'020 -12t-11 WAYNE BROSTE $teven R. Pan'no e' j PERMIT NO. 7900 ALATNA DR. CE alas \ �! 0SR141534 PLAN ANCHORAGE, AK 99516 111pFOFE550t1P\G sheet 'i� 2 OF 3 SVUBMITTAL S 2015 Municipality of Anchorage Community Development Department Page 1 of 3 On -Site Water and Wastewater Program 4700 Elmore St. • P.O. Box 196650 Anchorage, AK 99519-6650 • http:/Iwww.muni.org/onsite • (907) 343-7904 ON-SITE WASTEWATER INSPECTION REPORT Permit Number: OSP141534 PID Number: 020-121-11 ❑r New ❑ Upgrade Name: Wayne Broste ABSORPTION FIELD Address ❑ Deep Trench ❑✓ Shallow Trench ❑ Bed ❑✓ Mound ❑ Other Phone Number of Bedrooms Soil Rating Total depth from original grade 3 0.6 GPD/SF 3.9 Ft. LEGAL DESCRIPTION Depth to pipe invert from original grade Gravel depth beneath pipe Subdivision Block Lot 0.9 Ft. 3Ft. Mountain Terrace Est. #1 1 2 Fill added above original grade Gravel length Township Range Section 2.2 Ft. 95 Ft. Gravel width Beds: Number of Lines Distance between lines SEPARATION DISTANCES 5Ft. N/A N/A Ft. To Septic Absorption Holding Sewer Total absorption area Number of trenches Dist. between trenches From Tank Field Lift Station Tank Line 819 FC 1 N/AFt. Well N/A NIA N/A NIA NIA TANK O Septic ❑ S.T.E.P. ❑ Holding ❑ Other Manufacturer ity Surface Water 100+ 1Capac 00+ N/A N/A Anchorage Tank 1,250Gal. Material Number of compartments Lot Line 41.9 13.9 N/A NIA Steel 2 NA LIFT STATION Foundation N/A N/A N/A N/A Manufacturer Capacity Curtain Drain 50+ 50+ N/A N/A IGal. Pump on level at Pump off level at High water alarm at Remarks No structure on this property at this time. in. in. in. Pump make and model Electrical Inspections performed by PIPE MATERIAL House to tank 3034 drainfeld Tank to Installer 3034 Property Owner Drainfield 3034 CO/MT 3034 Inspector Pannone Engineering Services BENCH MARK (Assumed elevation) 100ft InspectionLocation and description 1sr dates: 9/2002 2otl 9/2002 3" 1/6/2015 4'h COMMUNITY DEVELOPMENT DEPARTMENT APPROVAL Engineer's Stamp Conditional Approval: Date ��1?' 'q$,��#� TH * f �even 'f$: I�oitnorae CE 8149 Approveja Date# }`i\%FEBtltle+r,,,"rr Inspection Re�% 1-1-12.doc NOTES:•p�v 1. HOUSE & GARAGE LOCATION APPROXIMATE; HOUSE TO BE LOCATED IN ACCORDANCE WITH TITLE I1 1 �,j t• ! i 21 - BY OTHERS!! l �., ) �t \ // 2. THIS DESIGN IS FOR THE SEPTIC SYSTEM & WATER SYSTEM ONLY SITE / 1 DESIGN FOR HOUSE & GARAGE BYOTHERS. jo r �� v �EXIST'G 40.E�� A WELL \ J \�� EXIST' 250.00 W/'�� 1\3.9 —C2 TH2 v w W— I 2 /o NEW DRAINFIELD \ 951F x 5'W x' 3'ED ` V A 1Q% RESERVED DRAINFIELD',, \ 9a LF x 5'W x 31' ED I\ i ,GRAVEL DRIVEWAY LIMIT OF FILL '- moi-TH1 II4 V A\ N � 1 LEL W PROPOSED\ WELL �J N j Q%q i `M `5 (NOTiI NSTA,LLED) 0 / y1am, 4 y i � 5.9 DC2 ='O F o/ or r2 L6 1 �0� ��2/o —TI 0 N z NEW 1,250 22 GAL SEPTIC/TANK ( ;I LOT UNDEVELOPED\\, � ROPOSED ;-NO WELLS OR SEPTI S1 P� i HOUSE WITHIN 200' W �W�� LOCATION � L 250.00 l� WEST 1 LOT UNDEVELOPED NOTES: PANNONE ENG SVC, LLC P.O. BOX 100217 ANCHORAGE, AK 99510 PHONE (907) 272-8218 FAX (907) 272-8211 _-SOF A k �� qsl�� A -c-) �y►� TH *) / .'. ""' � .. ...... Steven R. Pannone Pi. CE 8149 .'F2� +tl�FpFDPRpFEsstONP'� Date z/1a/zols RECORD DRAWING Scale 1"=50' MOUNTAIN TERRACE #1, BLOCK 1, LOT 2 WAYNE BROSTE 7900 ALATNA DR.r ANCHORAGE, AN 99516 P.LD. NO 020-121-11 PERMIT N0. OSPI41534 PLAN 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 AND ATTACHED SPECIAL PROVISIONS. 2. SCOPE OF WORK: INSTALLED NEW 1,250g SEPTIC TANK AND NSTALLED SOIL ABSORPTION SYSTEM. 3. GROUNDWATER WAS ENCOUNTERED AT A DEPTH OF 8.5 FEET BELOW EXISTING GRADE AS EVIDENCED BY THE SOIL TEST HOLE. NO APPARENT WATER TABLE WAS OBSERVED IN ANY OF THE EXCAVATIONS LESS THAN 8.5 FEET BELOW EXISTING GRADE. 1,250 GAL SEPTIC -- TANK NEW ADD 2 FEET OF FILL FOR TRENCH SEE DESIGN & SECTION A TOTAL OF 3 FEET OF COVER PROFILE ABBREVIATIONS FILTER FABRIC PIPE DTIDESIGN PARAMETERS 6" m PERF PIPE PRIMARY/RESERVE SEPTIC SYSTEM TS&V NO. BEDROOM: 3 (430 gpd) LEGEND DRAIN ROCK6" ABOVE PIPE INV TH-i C# CLEAN OUT NO. PERC RATE: 24 MPI SOIL RATING: 0.6 GPD/SF (250SF/BR) WELL RADIUS M# MONITOR TUBE NO. (PEs 2001) 0-� AREA ROD: 730 SF 102.2 100.010 DV DIVERTER VALVE RF=0.38 OR FS FLOW SPLITTER -_ USED: OG ORIGINAL GRADE 95 LFx5.0'Wx3' E.D., 4.0' TD 99.1 3f�Sf`_ TOTAL AREA: 819SF - TS&V TOPSOIL AND VEGETATE 3 GORAIN ROCK NOTES: - PANNOpNE7 EN CK 1 96.1 RECORD DRAWING ORA 995 PHONE (907) 272-8218 FAX (907) 272-8211 (. %GOP �9 �� ..... . ..... 412 Scale NTS P.I.D. NO GP/ MOUNTAIN TERRACE #1, BLOCK 1, LOT 2 GM - 020-121-11 WAYNE BROSTE 7900 ALATNA DR. -85 ON PERMIT No, OSP141534 10/1P/01 DESIGN DETAILS SECTION -11.5 ML -12A > j o m m z a 2" RIGID w ¢ o INSULATION F of 102,5�� z z 0 0 1,250 GAL SEPTIC -- TANK NEW TRENCH SEE DESIGN & SECTION PROFILE ABBREVIATIONS CU COPPER PIPE DTIDESIGN PARAMETERS THP TTEST HOLEON PRIMARY/RESERVE SEPTIC SYSTEM FC FOUNDATION CLEAN OUT NO. BEDROOM: 3 (430 gpd) LEGEND T# TANK CLEAN OUT NO. TANK SIZE: 1,0009 SEPTIC TANK W WATER LINE/ C# CLEAN OUT NO. PERC RATE: 24 MPI SOIL RATING: 0.6 GPD/SF (250SF/BR) WELL RADIUS M# MONITOR TUBE NO. R.I. RIGID INSULATION AREA ROD: 730 SF DCO DOUBLE CLEAN OUT SYS. TYPE: 5' WIDE TRENCH SED SS NEW SEPTIC DV DIVERTER VALVE RF=0.38 MIN LENGTH: 87 LF FS FLOW SPLITTER BEG BELOW FINISH GRADE USED: OG ORIGINAL GRADE 95 LFx5.0'Wx3' E.D., 4.0' TD FG FINISH GRADE TOTAL AREA: 819SF - TS&V TOPSOIL AND VEGETATE 1,250g SEPTIC TANK NIC NOT IN CONTRACT NOTES: - PANNOpNE7 EN CK _�� \\� �F A�gSli) Date 2/18/2015 RECORD DRAWING ORA 995 PHONE (907) 272-8218 FAX (907) 272-8211 (. %GOP �9 �� ..... . ..... _ Scale NTS P.I.D. NO MOUNTAIN TERRACE #1, BLOCK 1, LOT 2 .. ...... .. .. 020-121-11 WAYNE BROSTE 7900 ALATNA DR. n... Steven R Pannone j CE 8149 �+ s_r PERMIT No, OSP141534 Sheet DESIGN DETAILS ANCHORAGE, AK 99516 ('1F�FaPRpFES510�P� 3 OF .3 On -Site Water and/or 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: OSP141534 Tax Code Number: 02012111000 Work Type: SepticTank None Permit Effective Dates: December 29, 2014 to December 29, 2015 Design Engineer: PANNONE ENGINEERING SERVICE Subdivision: MOUNTAIN TERRACE ESTATES #1 Site Legal Address: MOUNTAIN TERRACE ESTATES #1 BLK 1 LT 2 G:3342 Owner/Address: BROSTE WAYNE & M ANNETTE 7900 ALATNA AVE ANCHORAGE AK 995162579 Site Mailing Address: Lot Size in Sq Ft: 58750 Total Bedrooms: 1 This permit is for the construction of: N Disposal Field Y Septic Tank N Holding Tank N Privy N 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: The drainfield separation distance to 25% or steeper slopes shall be verified prior to inspection report approval. Received Issued By: )QJ30,10 61V MUNICIPALITY OF Community Development Department Development Services Division (�,D�CR On -Site Water & Wastewater Program Phone: 907-343-7904 Fax: 907-343-7997 ON-SITE SEWER/WELL PERMIT APPLICATION Parcel I.D. Property owner(s) _,��,�, J R2vs r Day phone Mailing address 20..L4,�;�ci(a7' Site address Legal description (Sub'd., Block & Lot) Mco,o T4114 jF22/fCt= c �1 t, 1 , 1 k tY TZ Legal description (Township, Range & Section) Lot Size 6-9. '751> Sq. Ft. Number of Bedrooms APPLICATION IS FOR: APPLICATION IS AN: TYPE OF DWELLING: (® all that apply) Absorption Field ❑ Initial Single Family (SF) �. Septic Tank Upgrade (w/wo ADU) ElDuplex Holding Tank ❑ Renewal (D) ❑ ❑ Privy ❑ Multiple Dwellings ❑ (SF and/or D) Private Well ❑ 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 o or authorized agent) 11ner �oc�S Permit/Rush Fees: Waiver Fees: Date of Payment: 1a a3 l y Date of Payment: Receipt Number: O 1(r q % % Receipt Number: Permit No. 0-<4014153"1 Waiver No. Permit App_9-1-12.doc Pannone Engineering Services «c Steven R. Pannone, Principal Registered Professional Engineer E-mail: steveftpanenaak.com Municipality of Anchorage Development Services Department On -Site Water & Wastewater Program 4700 S. Bragaw Street P. O. Box 196650 Anchorage, Alaska 99519 December 22, 2014 ^�� 1i bf��/� tzl2 3�,� �-' d- r(�' Vl ��fiZ Ta�'k �larsZ Subject: Mountain Terrace Est. Unit No. 1, Block 1, Lot 2 Well and Septic System Permit Renewal Request Ladies and Gentlemen: I am writing to request that the permit (Permit SW010447, PID 020,121-11) to install the previously designed wastewater system and water supply system be reissued for this lot. A site visit has been performed and it has been verified that the soil conditions at the present time have stayed the same as when the permit was issued in 2001. We performed water monitoring this date and found the test hole to be dry. The drain field was installed in September of 2002 under the original permit. Inspections for this drainfield were performed by PES. These inspections were called into your office and noted on the original permit. The Owner would like to install the septic tank in preparation to sell the property. There are no excessive slopes or cut banks within 50 feet down hill of the proposed drainfield. The required separation distances can and will be metfor all systems. The proposed installation will not affect the future development of the surrounding or existing lots. There are no wells or septic systems within 200 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. Principal Attachments: Mailing: P.O. Box 100217, Anchorage, AK 99510-0217 Physical: 332 East Manor, Anchorage, AK 99501 Telephone: (907) 272-8218 FAX: (907) 272-8211 MUNICIPALITY OF ANCHORAGE Development Services Department On -Site Water & Wastewater Program 4700 South Bragaw Street P.O. Box 196650, Anchorage, AK 99519-6650 (907) 343-7904 ON-SITE WASTEWATER DISPOSAL SYSTEM / WATER SUPPLY PERMIT Initial Date Issued: Oct 23, 2001 Expiration Date: Oct 23, 2002 Permit Number: SWO10447 Parcel ID: 020-121-11 Legal Description: WOUNTAIN TERRACE ESTATES #1 BLK 1 LT 2 Design Engineer: 0062 Pannone Engineering Services Site Address: Owner Name: Wayne Broste Lot Size: 58750 SQ. FT. Owner Address: PO Box 113405 Total Bedrooms: 3 Permit Bedrooms: 3 ANCHORAGE, AK 99511 - This permit is for the construction of. F✓ Disposal Field 0✓ Septic Tank ❑ Holding Tank Ej Privy Q✓ Private Well F� 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 DSD at least 2 hours prior to each inspection. Provide notification by calling (907) 343-7904 ( 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. 5. The following special provisions. TOTAL DEPTH OF DRAINFIELD SHALL NOT EXCEED 4 FEET. Received By: Issued By: Date: O Date: ��unicipaIity of Anchorage U*j Development Services Department Building Safety Division On -Site Water and Wastewater Program ` 4700 South Bragaw St. P.O. Box 196650 Anchorage, AK 99519-6650 www.ci.anchorage.ak.us (907) 343-7904 ON-SITE SEWERMELL PERMIT APPLICATION FOR A SINGLE FAMILY DWELLING Parcel I.D. 020.121.11 Permit Number SW 0 1 LO 4-fT Property owner(s)Mr. Wayne Broste Day phone 727.3478 Mailing address (1) P.O. Box 113405 Mailing address (2) Anchorage, AK Zip Code 99511 Legal description (Lot, Block & Sub'd.) Lot 2, Block 1 -Mt. Terrace Elt, No 1 Legal description (Section, Township & Range) Lot Size 1.4 Acre q.Ft. Number of Bedrooms 3 THIS APPLICATION IS FT . Sewer Only ❑ Well Only ❑ Sewer and Well ® Water Storage ❑ Sewer Upgrade ❑ THIS PROPERTY CONTAINS: Hot Tub ❑ Jacuzzi [] Swimming Pool ❑ Water Softening Unit ❑ Therapy Pool ❑ I certify that the above information is correct. 1 further certify that this application is being made for a Single Family Dwelling and is in accordance with applicable Municipal Codes. (Signature of property owner or authorized agent) Permit FeesWaiver Fees: Date of Payment:�(3 Date of Payment: Receipt Number: 11 155 -5s_ Receipt Number: (Rev. 12100) ` none Enaineerina SerW ces. LLC P.O. Box 102954 Consulting Engineers Anchorage, Alaska, 99510 907) 272-8218 (907) 272-8218 Fax September 9, 2001 Municipality of Anchorage Development Services Department On -Site Water & Wastewater Program 4700 S. Bragaw Street P. O. Box 196650 Anchorage, Alaska 99519 Subject: Lot 2, Block 1 Mt. Terrace Est., No. 1 Well & Septic System Permit Request Gentlemen: My firm was contacted to investigate the possibility of installing a new septic system serving this lot. Two test holes were excavated on August 22, 2001. The soils report and a percolation test result is attached. Ground water was monitored for seven days. No bedrock was encountered in the test hole. Ground water stabilized at a depth of 11 feet, just above a silty layer. A test hole was excavated in 1976 on the extreme western portion of the lot and approximately 30 feet lower than the recent test holes. Ground water stabilized at a depth of 1.5 feet below the surface. The lot is approximately 1.5 acres in size. Lot 2 slopes to the west at approximately 10 percent in the area of the test holes, then flattens to approximately 2 percent on the western portion of the lot. The proposed installation will be located in the eastern portion of the lot. The proposed well will be located in the western portion of the lot, greater than 100 feet from the proposed system. The proposed location is greater than 100 feet away from existing neighboring wells and 25 feet from the water service lines. The surrounding wells are located greater than 100 feet from the proposed installation. The proposed installation will not affect the future development of the surrounding or existing lots. See the attached design. If you have any questions or concerns, please contact me at 227-3522 or 272-8218. Sincerely, teven ---none, P.E. Attachments: C:\Work\Letters\2-IMtTerreceEst.001.doc AV �.• � 49TH Steven R. Pannone; i No. CE 8149 ' z i ••.. • PERMIT NOi SWOT DESIGN WATER & WASTEWATER SYSTEM LOT 2, BLOCK 1 MT. TERRACE EST #1 S/D ve Ln y d i NOTEi 3 1) AL WORK INA ORDA 2) M ERIAI ACCO ANCE INA 15.65 3) C NECT POIN l OF D 4) IN TALL AWAY IFROM DRIVAY 1 5) M l NTAIN LOT ONES. 4 i EXIST'G WELL 1 SED RESERVE SYSTI 87LFx5'x3' EFT PROPOSED WELL PROPOSED 3 BR HOUSE E WITH AMC -15.565- , �, F " USED SHALL BE IN > 7�- /ITH THOSE SPECIFIED WASTEWATER DISPOSAL. OST TANK LINE TO MID— IN FIELD. TYPICAL. ZIVEWAY AT LEAST 5 FT ZAINFIELD. D❑ NOT INSTALL ER DRAINFIELD. 0' SEPARATION TO ALL ten R. Pannor No. CE 8149 ,moi --Esse .� N LOT UNDEVELOPED NO WELLS OR SEPTIC WITHIN 200' REPARED F❑Ri Mr. Wayne Broste P.O. Box 113405 Anchorage, AK 99511 (907) 727-3478 III IN III Iilo ,III III , II In IIj�Ni� [ 2 . 13. \H21 29.8 x r i P.I.D. NOi 020-121-11 l } ,PROPOSED PRIMARY SYSTEM 87LFx5'x3' EFT PROPOSED 1000g SEPTIC TANK LOT UNDEVELOPED N❑ WELLS OR SEPTIC WITHIN 200' TACJKf SIZEi IV, `aaUon PERC. RATE] 24 MIN/INCH SOIL RATING, 0.6 gpd/SF (250 SF/BR) AREA ROD, 750 SF SYS. TYPE, 5 -WIDE TRENCH 31EFF REDUCTION FACTOR=0.58 SIZE, 87LFx5'WIDEx3'EFF TOTAL AREAi 435 SF PANN❑NE ENG. SVC, LLC P. ❑. B❑X 102954 ANCHORAGE, ALASKA 99510 272-8218 Phone & Fax NTEi 9-9-01 DESIGN ;ALE, 1'=60' PERMIT NOl SW01. rIA Y ld U DESIGN WATER & WASTEWATER SYSTEM LOT 2, BLOCK 1 MT. TERRACE EST #1 S/D EXIST) WELL 1 .0 RESERVE SYS 'E�1�_ 87LFx5'x3' EFTV1 :> PROPOSED WEL ID WITH USED f TANK FIELD. 910 5 FT INSTALL LOT UNDEVELOPED NO WELLS OR SEPTIC WITHIN 200' Mr. Wayne Droste P.Q. Bax 113405 Anchorage, AK 99511 (907) 727-3478 fF*~1 Slow P.LD, Nor 020-121-11 t 'PROPOSED PRIMARY SYSTEM F 87LFx5'x3' EFT'✓ i 1 1PROPOSED 1000g SEPTIC TANK i (TP+S T2 u CA.) a &T� r 4 LOT UNDEVELOPED NO WELLS OR SEPTIC WITHIN 200' SOIL RATING+ 0.6 gpd/SF C250 SF/BR) AREA ROD 750 SF SYS. TYPEr 5 -WIDE TRENCH 31EFF REDUCTION FACTOR -0.58 SIZE, 87LFx5'WIDEx3'EFF TOTAL AREAr 435 SF PANNONE ENG, SVC, LLC P. O. BOX 102954 ANCHORAGE, ALASKA 99510 272-8218 Phone & Fax ITE'9-. ,ol DESIGN PERMIT NOI DESIGN DETAILS WASTEWATER ABS❑RPTI❑N SYSTEM NOTEi LOT 2, BLOCK 1 MT. TERRACE EST #1 S/D 1) ALLWORK SHALL BE PERFORMED IN ACCORDANCE WITH, & ALL METERIALS SHALL CONFORM TO AMC15.65. 2) SEE GENERAL NOTES ON SHEET 1. 3) ADD A MINIMUM OF 1' OF FILL OVER ENTIRE TRENCH. 4) CONSTRUCT DRIVEWAY AT LEAST 5FT FROM DRAINFIELD. D❑ NOT CONSTRUCT inn DRIVEWAY OVER DRAINFIELD. 5) RESERVE DRAINFIELD IDENTICAL TO ORIGINAL WITH 10' SEPARATION TO ORIGINAL DRAINFIELD. ~ O t- o •y I d u _o L 4_ Y d c u A o 4+ _d d I j L W a o ........• .... r1i►� (907) 727-3478 U O _ A W w 5'O In X C6 'ij I ty W H 3' ¢ 3 1 Ci\Work\DRAWING\14-3TalusWest.DWG J 3= fU I '..' 0 PREPARED F❑RI R.'.b"....'.•••e.•• ren R. Pannone. nro� No. CE 8149 r' �: Mr. Wayne Broste _l r 71�d "l •6{?�� P.O. Box 113405 Anchorage, Anchorage, AK 99511 ........• .... r1i►� (907) 727-3478 QN3 H3V3 1V 3Hn1 MOlINON irm 1nONV3M 1nONV3M 1nONV3lJ MMNV3M JUM NOLLVVQN�n03 P.I.D. NO, 020-121-11 1 _L3 L3 Z ZC3 W J Hm W 3w I w In v) O F- 2W J li. Z 'Z-' A (4 W V1 0 CL F- �Z., UZ W Z z Z L7 OW V Irl W J L - N0 ry a_ PANN❑NE ENG. SVC.,LLC P. ❑. BOX 102954 ANCHORAGE, ALASKA 99510 272-8218 PHONE & FAX kTEi 2-27-01 DESIGN DT TO SCALE ••'�E DF SOMS LOQ - PERCOLATION TEST -��,`P�, R•�1� PANNONE ENGINEERING SERVICES Ar P.O. BOX 102954 i ? 49TH �.....i:. ..............t..... ANCHORAGE, AK 99510 (907) 272-8218 .......... �— :Steven R. Pannone// r ��'•.. No. CE 8149 40 A: PERFORMED FOR Mr. Wayne Broste DATE PERFORMED: B-22-01 •�1� f ....".i LEGAL DESCRIPTION Lot 2, Block iMt Terrece Est, #1 S/D —r14-1 SLOPE am PLANOR Organiccs -i 1 Topsoil rliz: 2 3 4 5 6 OP -OM Poorly Graded t Grays W/trace PROPOSED Silts 3 BR HOUSE 7 8 9 10 11 12 M' GIV Silt W/Tmoe BOH May 13 14 15 16 17 DEPTH TO WATER AFTER ry is v/ clot 19 20 PEROLATION RATE 24 (min/inch) FERC HOLE DIAMETER 6 inches TEST RUN BEWTEEN 3 FT and 4 FT COMMENTS: Test hale excavated by Developer. Test Hole was presoaked before perc test 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. O } i d HI TF.BT HOLE ? ,? 4.� 3 i WAS IF aRoss T➢IdE NET T= DEPTH OF WATER NET DROP 8-22-01 SP�36 6• ---- 13�06 30 4 3/4' 1 1/4• 1306 --- 6• 1336 30 4 3/4• 1 U4' 1406 --- 6• 1436 30 4 3/4' 1 1/4• GROUND WATER sLOPE ENCOUNTERED? No YES, AT WHAT DEPTH? i l' TEST HOLE MONITORING? 8�. D DATE: � / 9-8-01 READING DATE aRoss T➢IdE NET T= DEPTH OF WATER NET DROP 8-22-01 SP�36 6• ---- 13�06 30 4 3/4' 1 1/4• 1306 --- 6• 1336 30 4 3/4• 1 U4' 1406 --- 6• 1436 30 4 3/4' 1 1/4• SOILS LOG - PERCOLATION TEST PANNONE ENGINEERING SERVICES P.O. BOX 102954 ANCHORAGE, AK 99510 (907) 272-8218 PERFORMED FOR. Mr. Wayne Broste DATE PERFORMED: 8-22-01 IZQALl!L-SJTMoN. Lot 2,Block lMtTcrrcceEat, #18/D — E 9 10 11 12 13 14 15 16 17 18 19 20 49nL n R. Pcnm :) CE 8149 Yoc?oz- 01. READING DATE GROSS Tam NET Tam DEPTH OF WATER NET DROP 8-22-01 1206 - 6# ---- 13,06 30 4 3/41 Hl 13,06 -- 60 13,36 30 4 3/4' 1 1/4' 1406 ........... 6' - 1406 30 SLOPE TEST HOLE READING DATE GROSS Tam NET Tam DEPTH OF WATER NET DROP 8-22-01 1206 - 6# ---- 13,06 30 4 3/41 1 1/4' 13,06 -- 60 13,36 30 4 3/4' 1 1/4' 1406 -- 6' - 1406 30 4 3/41 1 1/4' PEROLA71ON RATE 24 (min/inch) FERC HOLE DIAMETER 6 Inches TEST RUN BEWEEN 3 FT and 4 FT I ::OMMENTS: Test hole excavated by Developer. Test Hole waa presoaked before perk test. ,MRFORMED 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. 11 ' nFAIMnANK t•n1lcks IVU CONSUL'y'kI.V'S, INC. JUNEAU 249 EAST 51ST AVENUE ' P.O. BOX 0007 ANCHORAGE, ALASKA 99503 TELEPHONE 007.279.0483 TELEX 090-35419 June 3, 1976 Mr. Steve Kortie 6346 E. 32nd Anchorage, Alaska 99504 R & M No. 656248 RE: Test Hole and Soil Log Report for Sanitary System Lot 2 Block 1 Mountain Terrace Estates Dear Mr. Kortie: We are submitting herewith the test results and our comments regarding soil conditions encountered at the subject site. This investigation was performed in accordance with your request of May 12, 1976 and those procedures outlined in a letter dated July 15, 1975, by Mr. Rolf Strickland of the Municipality of Anchorage, Department of Environmental Quality. A single test hole was put down within the Lot 2 area for the purpose of defining general subsurface soil conditions for the proposed sanitary system. Excavation was accomplished with a truck -mounted auger type drilling rig and the test hole was extended to a total depth of 17 feet below ground surface. The final log prepared for the test hole has been included in Drawing A-01. Ground water was encountered in the test hole at a depth of 1.5' below the surface which precluded an attempt to run a percolation test. It was observed that the soil became some what dryer with depth. We appreciate being given this opportunity to be of service to you. Should you have any questions with regard to the above, please do not hesitate to contact us. Very truly yours, R & M CONSULTANTS, INC. �—� James W. Rooney�r) Vice President JWR/PJ/pe xc: Municipality of Anchorage I W - N --Gr mn CLARKS ROAD Log Represents Location of Test Hole Lot 2 Block ]. Mountain Terrace Estates TH 1 6-3-76 Em SANDY GRAVEL 14/SOME SILT (GM -SM) (230) 4.0' SILTY SANDY GRAVEL (GM) ALTERNATING LAYERS OF GRAVELLY SAND W/SOME SILT AND SILTY SANDY GRAVEL (SM GM) (230) D -. f/, IA �� I Log of Test Hole CKD: PJ a.DATE �_ � - F nc:^,Drage, Alaskaonni c. 111 .1 n r M r-e1VJALJL-TANTS, INC. 5' 17.O'TD F. B. GRID: PROJ_NO. 65624 DWG. No. A--01 Van • � Municipality of Anchorage On -Site Water and Wastewater Program (907)343-7904 Certificate of On -Site Systems Approval Parcel I.D. 020-121-11 Expiration Date: C7 �T�'� 1. GENERAL INFORMATION Complete legal description Mountain Terrace #1 , Lot 2 6, k t Location (site address) Current Property owner(s) Wayne & Annette Broste Day phone Mailing address Real Estate Agent 7900 Alatna Dr. Anchorage, AK 99516 2. TYPE OF DWELLING: Single Family (w/wo ADU) ❑ Duplex ❑ Multiple Dwellings (Single Family and/or Duplex) 3. NUMBER OF BEDROOMS: 4. TYPE OF WATER SUPPLY: Individual Well Individual Water Storage Community Class Well Public Water System WaiverNariance request for:, 3 Day phone 1VAU4W_ :I:7s76PX*1_3X Received by: COSA to be released to the engineer, unless otherwise requested by the engineer. COSA Fee Date of Payment 2-11 OL lt-s Receipt Number Ob 32-5 COSA# OSC.1610b0 Date: = I 11, W� Waiver Fee $ Date of Payment Receipt Number Waiver # Individual 171 ❑ Holding Tank ❑ ❑ Community ❑ ❑ Public Sewer ❑ Received by: COSA to be released to the engineer, unless otherwise requested by the engineer. COSA Fee Date of Payment 2-11 OL lt-s Receipt Number Ob 32-5 COSA# OSC.1610b0 Date: = I 11, W� Waiver Fee $ Date of Payment Receipt Number Waiver # 5. STATEMENT OF INSPECTION BY ENGINEER As certified by my seal affixed hereto and as of the validation date shown below, I verify that my investigation, based on procedures outlined in the Certificate of On -Site Systems Approval Guidelines for this application, shows that the on-site water supply and/or wastewater disposal system is (are) safe, functional and adequate for the number of bedrooms and type of structure indicated herein. I further verify that based on the information obtained from the Municipality of Anchorage files and from my investigation and inspection, the on-site water supply and/or wastewater disposal system is(are) in compliance with all applicable Municipal and State codes, ordinances, and regulations in effect at the time of installation. In conducting an adequacy test, I attempt to provide a thorough, conscientious engineering analysis of the system in accordance with MOA COSA guidelines and regulations. The reported results describe the performance of the system under the conditions encountered at the time of the test, and separation distances measured to readily identifiable features. The operational life of all wells and septic systems depend on the local soil condition, ground water levels that may Fluctuate during the year, and the water usage of the family being served by the system. These conditions are outside the control of the evaluator of this system. All systems eventually fail and satisfactory test results do not guarantee future performance of the system, nor do they guarantee that there are no hidden defects or encroachments. Therefore we cannot provide any warranty for future performance, nor can we estimate remaining life of the system. The content of this report is for the sole benefit of the owner listed above. Name of Firm Pannone Engineering Services LLC Phone (907) 272-8218 Address P.O. Box 100217, Anchorage Ak. 99510 Engineer's Printed Name Steven R Pannone Date 2/18/2015 6. DSD SIGNATURE System #1 Approved for 3 bedrooms System #2 Approved for bedrooms Disapproved *:-49, TH k Sleveri �e.*f5arirarii; ,4% CE -8149 Conditional approval for bedrooms, with the following stipulations: Original Certificate Date: The Municipality of Anchorage Development Services Division (DSD) issues Certificates of On -Site Systems Approval (COSA) based only upon the representations given in paragraph 5 by an independent professional civil engineer registered in the State of Alaska. The Municipality of Anchorage is not responsible for errors or omissions in the professional engineer's work. ATTACHMENTS: COSA Checklist X Nitrate Advisory Septic System Advisory Arsenic Advisory Well Flow Advisory Other COSA blue sheet ° ., If more than 1 septic system is on the lot: COSA Checklist # I of Structure served by this system I Certificate of On -Site Systems Approval Checklist Legal Description: Mountain Terrace #1, Lott A. WELL DATA Well type If A, B, or C provide PWSID # _ Date completed Sanitary seal (Y/N) _ Total depth ft. Cased to ft. FROM WELL LOG Date of test Static water level ft. Well. production g.p.m. WATER SAMPLE RESULTS: Coliform colonies/100 mL Nitrate mg/L Arsenic ug/L Date of sample: B. SEPTIC/HOLDING TANK DATA Tank Type/Material Septic/Steel Tank size 1,250 gal Number of Compartments 2 Foundation cleanout (Y/N) N Depression over tank (Y/N) N Date of pumping New Pumper C. ABSORPTION FIELD DATA Parcel Io: 020- 2-1-1-1 Well Log (Y/N) _ Wires properly protected (Y/N) Casing height (above ground) in. AT INSPECTION ft. g.p.m. Collected by: Date installed 1/6/2015 Cleanouts(Y/N) Y High water alarm (Y/N) N 9/2002 z z 0.6 GPD/SF Shallow Trench Date installed Soil rating (g.p.d.lft or ft /bdrm) System type T Length 95 ft. Width 5 ft. Gravel below pipe 3 ft. Total depth 6ft. :off. absorption area 0� 9 ftz Monitoring tube Y Depression over field a Date of adequacy test New Results (Pass/Fail)PasS� For 3 bedrooms Fluid depth in absorption field before test New in. Water added New gal. New depth New in. Elapsed Time: New min. Final fluid.depth New in. Absorption rate >= 450+ g.p.d. Any rejuvenation treatment (past 12 mo.) (YIN & type) No If yes, give date D. LIFT STATION Date installed Size in gallons _ "Pump on" level at in. "Pump off' level at Datum Cycles tested E. SEPARATION DISTANCES WELL ON LOT TO: Manhole/Access (Y/N) in. High water alarm level at in. Meets alarm & circuit requirements? Septic tank/lift station on lot On adjacent lots Absorption field on lot -On adjacent lots Public sewer main Public sewer manhole/cleanout Sewer /septic service line Holding tank Animal containment areas Manure/animal excrete storage areas SEPTIC/HOLDING TANK ON LOT TO: Building foundation N/A Property line 5+ Water main 10+ Water service line 10+ Wells on adjacent lots 100+ ABSORPTION FIELD ON LOT TO: Property line 10+ Building foundation N/A Water Service line 10+ Surface water 100+ Curtain drain 50+ Wells on adjacent lots 100+ F. COMMENTS G. ENGINEER'S CERTIFICATION I certify that /`have determined through field inspections and review of Municipal, records that the above. systems are in conformance with MOA COSA guidelines in. effect on this date. Engineer's Printed Name Steven R: Pannone Date 2/18/2015 COSA brown sheet_10-10-12.doc Absorption field 5+ Surface water 100+' Water main 10+ Driveway, parking/vehicle storage 10+ 33' 33' 49TH Lee Karabeln7 No. 3143-S I hereby certify that an accurate survey of the following described property: MOUNTAIN TERRACE ESTATES (68-2) LOT 2, BLOCK 1 70 was made on January 9, 2015 and that the improvements situated thereon are within the property lines and do not overlap or encroach on the property lying adjacent thereto, that no improvements on the property lying adjacent thereto encroach on i the premises in question and that there are no roadways, transmission lines or other visible easements on said property except Fir as indicated hereon. Easements other than those shown on the record plat may not appear on this drawing. Anchorage Alaska, this 20th day of January 2015. SCALE : 1" = 30' 0' 15' 30' 60' F- 0