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Home My WebLink AboutTURPIN BLK 1 LT 20Turpin Block 1 Lot 20 #006-092-20 2009 DEC approval for 8 bedrooms STATE OF ALASKA Department of Environmental Conservation CONSTRUCTION AND OPERATION CERTIFICATE for DOMESTIC WASTEWATER DISPOSAL SYSTEMS LEGAL DESCRIPTION: -Lc f1/KyL�'�,. :, �� % , V 0 ADEC Plan Tracking Number: �5 j A APPROVAL TO CONSTRUCT Plans for the construction or modification of: ,6e�dc) i ;,amu,•-,,% a domestic wastewater disposal system located near or in: Alaska. F Submitted in accordance with 18 AAC 72.225 by: �, ,, � ,,,O ; � �,� — J 6"1" � These plans have been reviewed and are: Approved Conditionally approved (see attached conditions) BY: �� TITLE: Envrionmental Engineer DATE: g� 2c) 06 William R. Rieth If construction has not started within two (2) years of the approval date, this certificate is void and new plans and specifications must be submitted for review and a new approval before construction. ............................................................................................................................................................................................................................................................................... B APPROVED CHANGE ORDERS Change (contract no. or descriptive reference) Approved By Date ............................................................................................................................................................................................................................................................................................ C APPROVAL TO OPERATE The "APPROVAL TO OPERATE" section must be completed and signed by the DEC WW before this system is made available for use. The construction of the; ' ` ' ad omestir wastewater disposal system that was completed on: f :r, ; �� -)O' '`I (date). The system is hereby granted interim approval to operate for 90 (ninety) days following the completion date. [.31 TITLE: Envrionm ental Engineer DATE: William R. Rieth .... ............ ................. ............................. ...... ....... .............................. ....... .................................. ....... .............. ........ ......... ........................... ............... ................ I .......... .. D FINAL APPROVAL As -built plans submitted during the inerim approval period, or an inspection b the DEC WW, has confirmed the system was constructed according to the approved plans. The system is hereby granted final approval to operate BY: :c/f J1/T William R. Rieth TITLE: _ Envrionmental Engineer ORIGINAL: FIRM/INSTALLER COPIES: 1. DEC ENGINEER 2. DEC SITE FILE DATE:%r/• ZGG rr� ' DEPARTMENT OF ENVIRONMENTAL CONSERVATION DIVISION OF WATER WASTEWATER DISCHARGE AUTHORIZATION PROGRAMS Jeff Garness, P.E. July 22, 2009 Garness Engineering Group 3701 E. Tudor Road, Suite 101 Anchorage, Alaska 99507 Sarah Palin, Governor 555 CORDOVA ANCHORAGE, AK 99501 Phone: (907)269-7519 Fax: (907) 269-3487 http://www.state.ak.us/dee/ Re: Turpin Subdivision, Block 1, Lot 20 -East Anchorage -Final Operational Approval for a Replacement Wastewater Treatment and Disposal System-ADEC Plan Tracking Number 7457 Dear Mr. Garness: On July 21, 2009, the Department received the record drawings and the construction documentation for the construction of an onlot wastewater treatment system with a new 2,500 gallon two compartment septic tank and a new soil absorption system for an 8 bedroom assisting living facility at the above location. In addition, the existing onsite wastewater system was decommissioned properly. The new 2500 gallon septic tank was installed per plan and will pump into an onsite soil absorption system which has three 40 foot long wide trenches for disposal. The trenches have an effective depth of 4 feet and are 5 feet wide; this design allows for a reduction factor of 0.5 to be applied. The disposal system has an area of 960 ft2. The soil is well graded gravel with sand and cobble. A percolation rate of slightly slower than 1 minute per inch was measured in the area of the field. Use of an application rate of 1gallon per ft2 was used with a reduction factor of 0.5 to determine the required infiltrative area to be 600 ft2. The Department has reviewed the record drawings and finds the construction with some changes to the collection system shall operate per the original approved plan therefore in accordance with Wastewater Regulations 18 AAC 72.240 final construction approval for the proposed system is hereby issued. A "Certificate to Construct" for the community wastewater system is enclosed. Please use the referenced plan number in correspondence regarding this system. This approval does not imply the granting of additional authorizations nor obligate any state, federal or local regulatory body to grant required authorizations. Any person who disagrees with this decision may request an adjudicatory hearing in accordance with 18 AAC 15.195- 18 AAC 15.340 or an informal review by the Division Director in accordance with 18 AAC 15.185. Informal review requests must be delivered to the Division Director, 555 Cordova Street, Anchorage, Alaska 99501, within 15 days of receiving the decision. Adjudicatory hearings requests must be delivered to the Commissioner of the Department of Environmental Conservation, 555 Cordova Street, Anchorage, Alaska 99501, within 30 days of the decision. If a hearing is not requested within 30 days, the right to appeal is waived. Thank you for your cooperation. If you have any questions please do not hesitate to contact me at 269-7519. Respectfully, William R. Rieth, P.E. Environmental Engineer Enclosure: As stated cc: William Smyth, WW, w/o enc. Date Receive:�i STATE OF ALASKA DEPARTMENT OF ENVIRONMENTAL CONSERVATION DOCUMENTATION OF CONSTRUCTION Legal Description of the Location Submitted by: TURPIN SUBDIVISION; BLOCK 1, LOT 20 ❑ Certified Installer ❑ Approved Homeowner Installer Name: INRegistered Engineer Onsite Wastewater System Serves: GARNESS ENGINEERING GROUP Ltd. ■Single Family, Number of Bedrooms 8 Mailing Address ❑ Duplex. Number of Bedrooms 6300 EAST 9TH AVENUE * ANCHORAGE, AK * 99504 ❑ Small Commercial Facility With Estimated Design Flow of less than 500 GPD. II. WATER SUPPLY SYSTEM I (SECTION HIS OPTIONAL) Source of Water and Containment (Check all that Apply) Type of Water Supply System ❑ Well (Drilled or Driven) ❑ Surface (Idents) ❑ SF/Duplex ❑ Roof Catchment ❑ Holding Tank ❑ Other (Identify) ❑ Public Well Data Is the height of the well casing more than 12" above the ground? Is a sanitary seal or well cap installed on the well casing? Is drainage directed away from or around the casing within a radius of 10 feet of the well ca Is well wires enclosed in conduit? ocpucrnoramg t anx on Lot Sewer Lines on Lot Feet Closest Septic/Holding Tank on Adjacent Lot Closest Sewer Lines on A ent Lot Feet Indicate separation distance from toxic material including fuel tanks, paints, lu ' ants and other petroleum based materials, pesticides, fungicides or herbicides to well cas' Water Samples Taken by: (Name) Address Water Sample Results: Attach Coy ❑ Satisfactory - Date ❑ Treatment of Water (Check all that A ❑ None ❑ Chlorination ❑ Filtration ❑ Mineral Ren ❑ Other: ❑ Yes ❑ No es ❑ No ❑ Yes ❑ No ❑ Yes ❑ No Hosorpnon Area on Lot Feet Closest Edge of an Absorption Area on Feet Adjacent Lot On Lot On Adjacent Lot Feet Sampler is: ❑ Buyer ❑ Engineer ❑ Banker ❑ Government Official naatisfnrtnry _ I)atP Typed/Printed Name Title Date f P JEFFREY A. GARNESS, P.E. PROFESSIONAL ENGINEER Note. 1. This s ct on 1 uld be signed by a C41ified Installer, Professional Engineer, DEC staff, or Owner/Builder 2. All pr is z system m ezve ADEC plan approval prior to carzstruction. See l8 AAC 80 State ofAlaska Drinking ivater Regu a ion or requirements. I III. WASTEWATER DISPOSAL Legal Description: i' [Type BLOCK 1, LOT 20 Type of Wasiewater System. I N Septic Tank with Conventional Soil Absorption System ❑ Package Treatment Plant (requires engineered design) ❑ Holding Tank: Material Type: Size in Gallons: Manufacturer: ❑ Other -Specify Type: ❑ Alternate Onsite (requires engineered design) ❑ Small Commercial System (<500 GPD) With Estimated Daily Wastewater Flow of. Gallons Pei Day (GPD) Criteria Used to Estimate Daily Wastewater Quantity: ■ NEW SYSTEM ❑ REPAIR TO EXISTING SYSTEM Certified Installer Installation Notification Date: Name of Installer: GARNESS ENGINEERING GROUP Ltd. Date Installed: 12/19/08-1 System Installed: ❑ By a Registered Engineer ■ With Inspection by a Registered Engineer ❑ By Approved Homeowner (attach copy of approval letter) ❑ By a Certified Installer/Installer Number Septic Tank: Material: Manufacturer: Size (Gallons): Number of Compartments: STEEL GREER 2500 2 Type of Soil Alm ti S t rp on Y. em. ■ Deep Trench ❑ Shallow Trench ❑ Seepage Pit ❑ Bed ❑ Mound ❑ Other, Specify Soil Classification: GW Soil Rating: 1 GAL/FT 2 Dimensions/Size of Absorption Area: 5'x120' (3 ® 40' LONG) Grading/Size of Distribution Rock: 3/4" TO 1 3/4" WASHED Thickness/Depth of Distribution Rock: 5.0' Percolation Test Results, Attach Copy of Report: Percolation Test Performed by: 1.6 Minutes per Inch N A S ft. er bedroom Sq. STEVEN R. PANNONE P.E. percolation test results must be sealed/signed by a registered engineer. List ground cover in feet over: Septic Tank: 2'+ Absorption Area: 2'+ Sewer Pipes: 2'+ Cleanout Pipes/Caps Installed: YES Foundation Cleanout: *NO Septic Tank: YES Monitor Tubes: YES Indicate separation distances from septic tank or absorption area, whichever is closest to, to all nearby: Public drinking water sources within 200 feet: 200'+ Private drinking water sources within 100 feet: 100'+ Nearest water bodies (see 18 AAC 72.020(b)): 100'+ Lot Line: 1.5' Separation Distance from Onlot Sewer Lines to: Public Drinking Water Sources: 100'+ Private Sources: 25'+ Separation Distance from Bottom of Distribution Rock to: Groundwater Table: 4'+ Bedrock: 6'+ Separation Distance from Absorption Area to Slope exceeding 25%: 50'+ ADEC PROJECT TRACKING #7457 *INSTEAD DOUBLE CLEAN—OUTS THAT SWEEP TOWARDS EACH OTHER INSTALLED PRIOR TO THE GRINDER PUMP. **PLACES THAT HAVE 2' OF SOIL COVER ALSO INCLUDE 2 INCHES OF INSULATION. - -r-•-� -• u�,v,.. ,iaivirua�r�lr, arru that provtaea m our attached drawings, is correct: Signahrre T ed/Printed Name I� � Title, Reg./Cert No., Inst. No. Date I _ r hf JEFFREY A. GARNESS,P.E. PROFESSIONAL ENG114EER rr s NOT be-signedb)aerafied]it alterProfessiona/Engineer, DEC staj or Approved Homeowner-./fengineeringseal heruspnntedname, registration number, and is signer ' locks need not be completed for engineered submittals. c�o00n� 6s ' SEAL Registered Professional Engineer Q 9 T O� y" V ar Q J �ff'rey Gor. ss 0009, ACE 7953 p� 4sg � ��npr0 f e ssion��c ADEC TRACKING NUMBER: 7-`57 C04 CO2 DIST. BOX 14.83 6.5 DB10NEW DB AS-BUIL DRAWING P006` -'092-20R: ' EAST 9TH AVE / SERVES SINGLE / FAMILY HOME ON I LOT 17, BLOCK 1 I 4. ALL LINES WITH LESS THAN 4' OF SOIL I •° "' COVER ARE INSULATED a'• BOITH 2" OF BLUEINSULATION. I ,�p0 FOOT WELL R IUS ARD 'a TURPIN S/D; 1, LOT 9 EXISTING \. �� •• •a:.' _. 8 BEDROOM v NOTE: OLD SEPTIC TANK ASSISTTEDInLIVING : e WAS PUMPED AND FILLED FACIL 4:. G b ' DBL5 DBL6 MT1 C06 \a• WITH SOIL. B G� \ v1 NEW 24 INCH SEWAGE PUMP VAULT MH o CT1 TURPIN S/D; BLOCK 1, LOT 18 MT2 C04 NEW 2500 GALLON CO3 _ _ _ _ _ _ _ _ _ o ST SEPTIC TANK --� rnDBL4 MI CO _--_-------0O2 DISTRIB JTION BOX � T / SCF sus:- II- - "mac tom•. ��rs� C;1A N -ESS ENGINEERING GROUP, Ltd. CONSULTANTS & GENERAL CONTRACTORS 3701 E. TUDOR ROAD, SUITE 101 • ANCHORAGE, AX 99507 • PHONE (907)337-6179 • FAX (907)338-3246 • WEBSITE w".gameeaengineerina.aom PREPARED FOR: PHONE NUMBER: PAGE NUMBER: THOMAS ULOFOSHIO 223-7687 3 OF 4 !LEGAL DESCRIPTION:^pAM N EY: TURPIN S/D; BLOCK 1, LOT 20 v K.D.M. TYPE OF WORK: DATE: AS -BUILT DRAWING OF NEW SEPTIC SYSTEM 5/18/2009 (Rev. 01/05) o �. 49 TI-�� -# I �-` Jeffrey A. rness.. �4��yproressio�° �� A B DBL1 55.99 27.62 DBL2 57.23 28.79 MH 59.62 30.28 ST1 64.13 39.97 ST2 69.93 50.11 DBL3 71.92 53.10 DBL4 72.63 54.18 MT1 61.62 85.65 MT2 45.28 71.20 MT3 30.80 61.64 C01 60.43 85.78 CO2 72.61 68.23 CO3 46.15 73.53 C04 61.55 51.80 C05 31.42 65.53 C06 50.28 40.00 C04 CO2 DIST. BOX 14.83 6.5 DB10NEW DB AS-BUIL DRAWING P006` -'092-20R: ' EAST 9TH AVE / SERVES SINGLE / FAMILY HOME ON I LOT 17, BLOCK 1 I 4. ALL LINES WITH LESS THAN 4' OF SOIL I •° "' COVER ARE INSULATED a'• BOITH 2" OF BLUEINSULATION. I ,�p0 FOOT WELL R IUS ARD 'a TURPIN S/D; 1, LOT 9 EXISTING \. �� •• •a:.' _. 8 BEDROOM v NOTE: OLD SEPTIC TANK ASSISTTEDInLIVING : e WAS PUMPED AND FILLED FACIL 4:. G b ' DBL5 DBL6 MT1 C06 \a• WITH SOIL. B G� \ v1 NEW 24 INCH SEWAGE PUMP VAULT MH o CT1 TURPIN S/D; BLOCK 1, LOT 18 MT2 C04 NEW 2500 GALLON CO3 _ _ _ _ _ _ _ _ _ o ST SEPTIC TANK --� rnDBL4 MI CO _--_-------0O2 DISTRIB JTION BOX � T / SCF sus:- II- - "mac tom•. ��rs� C;1A N -ESS ENGINEERING GROUP, Ltd. CONSULTANTS & GENERAL CONTRACTORS 3701 E. TUDOR ROAD, SUITE 101 • ANCHORAGE, AX 99507 • PHONE (907)337-6179 • FAX (907)338-3246 • WEBSITE w".gameeaengineerina.aom PREPARED FOR: PHONE NUMBER: PAGE NUMBER: THOMAS ULOFOSHIO 223-7687 3 OF 4 !LEGAL DESCRIPTION:^pAM N EY: TURPIN S/D; BLOCK 1, LOT 20 v K.D.M. TYPE OF WORK: DATE: AS -BUILT DRAWING OF NEW SEPTIC SYSTEM 5/18/2009 (Rev. 01/05) o �. 49 TI-�� -# I �-` Jeffrey A. rness.. �4��yproressio�° �� ADEC TRACKING G NUMBER: AS—BUILT � roJ�� DRAWING PARCEL ID NUMBER,: �V/��6 @"•.1T 006-092-20 FINAL GRADE = 98.99 INSULATION TOP OF MANHOLE = 99.42 FINAL GRADE = 100.32-100.72 ST1 ST2 TOP OF TANK TOP OF TANK AT INLET = 97.67 \ AT OUTLET = 97.70 S� NEW 21" I.D. HDPE PUMP VAULT — GRINDER PUMP SOUTH TRENCH SINALGF = 98.29 4" PVC INVERT OF BUNG AT INLET = 97.33 INVERT= 91.33 -2" PVC _--- BOTTOM OF MANHOLE = 87.26 NEW 2500 GALLON SEPTIC TANK INVERT OF BUNG AT OUTLET = 96.72 MIDDLE TRENCH ORIGINAL GRADE NORTH TRENCH INAL GRADE _ = 98,29 100.31-101.02 T �FFINALRADE T FINAL GRADE INSULATION —100.87 /�ORIGINAL GRADE TH /= 100.94-101.01 FILTER = 98.29 LATION INSULATION FABRIC FILTER FABRIC FILTER '—INVERT OF PIPE 95.29 BOTTOM OF TRENCH :5 .; 90.29 •. BOTTOM•�•�•�i•••: •F TRENCH •: •�•�•�•�•i' 3 • • • • • : ••�•• ••• • • •• . 4�•�••••iOL90.29 RELATIVE ELEVATION OF BOTTOM OF TESTHOLE IS 79.29 (DRY) oco615 G O F `A�°oaf � V 0 CONSULTANTS &GENERAL CONTRACTORS a� T��r FC, tr pp ._ r ...... 3701 E. TUDOR ROAD, SURE 101 •ANCHORAGE, AJC 99507 •PHONE (907)337-6179 •FAX (907)336-3246 • IYEBSffE: www.gam•ssen ineerm .cam a A1.,,. •/yl�..�41 � PREPARED FOR: PHONE NUMBER: PAGE NUMBER: 4 THOMAS ULOFOSHIO 907-223-7687 4 OF 4 0� Jef4'e A. Gayness. 0A _p LEGAL DESCRIPTION: DRAWN BY: k;t-7953 �G TURPIN S/D; BLOCK 1, LOT 20 A. G. O��eJ `�•li.( -�. i;. cAoO Oec TYPE OF WORK: DATE: 0 p�ofessio�°\ o� PROFILE AS—BUILT OF NEW SEPTIC SYSTEM! 1/6/2009 (Rev. 01105) V O I I L f L U U J l U. . I U I III 1 1 1 L I I J L I\ U L I 1 111-1 Inspection Unc ,Cfpaf ty of Anchorage, Budd€rig Safety DEvfSf,0n, 4700 Elmore Road INFO & HELP (907) 343-8211 INSPECTION: VOICE (907) 343-8300 • FAX (907)249-7777 ° www.muni.org Marne kevin Company rising son electric Address 6300 E 9TH AVE Grid SWI 339 Subdivision TURPIN Work Description install lift station Permit Technician MORISA, MARIAMENE G. Comments or Directions lift station Inspection Type Electrical: Retro Electrical Comments (for inspector use only) Permit # 08-3190 Inspection Date 26 -Jan -2009 AM Phone 250-1100 LOT 20 BK 1 TR n/a Inspector " ,..-'171 '3Date�— Vapor Mark Begich 22 Jun 05 Municipality of.Anchorai;e PA. IW -N 1WGH ) • Anchorugc,.1lnsk4l(Y.619-WN) • Telephone (!X)7) 343 -NUM • I m (!N)7) W -82M 4700 nnig:m Strco • Anchornge,.11uckn!tl4M)7 nim munLnrg Don Beattie 6310 E. 91h Ave Anchorage, AK 99504-1720 Buil(lIng Safcty DIvision Subject: Expired On -Site Water and/or Wastewater Permit Permit Number: SW030487 Legal Description: Turpin Block 1 Lot 20 Dear Mr. Beattie: This letter is to inform you that your permit SW030487 expired on 19 Nov 04. Our records indicate that a house was built on this property. To date we have not received a final Inspection Report for the installation of the on-site wastewater disposal and/or the water supply system. Please be aware that you will not be able to receive a Certificate of On -Site Systems Approval at the time of any transfer of title. If you have any questions, please call this office at 343-7904. Sincerely, �I.Z�LLGEIU /(i(l!/LGC�! Kathleen Maricle Permit Clerk On -Site Water and Wastewater Program Enc: Copy of permit Community, Security, Prosperity Municipality of Anchorage 1 _ P.O. Na 11Xi(Fi0 • Anchomgc, Alaslm 96519-6665) • Tdcpbonc (4X17) 343.8:v)l • r., UNIT l 343•ts(N1 47(X) llrngaw Sirca • Anchomgc. Alaska!)(97M Mayor dark Beg ich m1m.mi n airg Iluilding Safety Division October 7, 2004 Don Beattie 6310 E. 9" Avenue Anchorage, AK 99504-1720 Subject: On -Site Water and/or Wastewater Permit. Permit Number: SW030487 Legal Description: Turpin Block 1 Lot 20 Dear Mr. Beattie: An On -Site Water/Wastewater Permit, number SW030487, issued by this office for a single-family system, will expire on November 19, 2004. The permit was valid for 365 calendar days. If this was a well permit and the well has been drilled, a well log must be sent to this office for documentation of the installation and to close the permit. If this permit was for a wastewater disposal system, an original as -built inspection report must be sent to this office for review, approval and documentation. This as -built inspection report must be signed by the licensed Professional Engineer who inspected the installation of the system. As -built inspection reports are required to be submitted within 30 days of the completion of the system. If no system was installed under this permit, and you are still planning to install a well or wastewater disposal system, a new permit must be obtained from this office. A new permit for a second year may be issued for a fee of $115.00 if the renewal application is received on or before the expiration date of the original permit. When applying for a new permit, the fees are: $460.00 for a wastewater permit and $175.00 for a well permit. If you have any questions, please call this office at 343-7904. Sincerely, �� Daniel J. Roth / R/ Program Manager On -Site Water and Wastewater Program Enc: Copy of permit Community, Security, Prospo ty MUNICIPALITY OF ANCHORAGE Development Services Department On -Site Water 8 Wastewater Program 4700 South Bragaw Street P.O. Box 196650, Anchorage, AK 99519-6650 (907) 343-7904 ON-SITE WASTEWATER DISPOSAL SYSTEM PERMIT Upgrade Permit Number: SW030487 Legal Description: J XJRPl9BLK =1 LT=20-' Design Engineer: 0062 Pannone Engineering Services Owner Name: DON BEATTIE Owner Address: 6310 E 9TH AVE ANCHORAGE. AK 99504-1720 Date Issued: Nov 20, 2003 Expiration Date: Nov 19, 2004 Parcel ID: 006-092-20 Site Address: 006300 9TH AVE E Lot Size: 10058 SO. FT. Total Bedrooms: 4 Permit Bedrooms: 4 This permit is for the construction of. ❑v Disposal Field Q Septic Tank E3Holding Tank ❑ Privy ❑ Private Well Water Storage All construction must be in accordance with: 1. The attached approved design. 2. All requirements specked 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. Received By. Issued By. Date: 1112110 Date: 2 o,? Municipality of Anchorage • 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 SEWER/WELL PERMIT APPLICATION FOR A SINGLE FAMILY DWELLING Parcel I.D. AiRililiftoog-07Z-20 Permit Number SW 30487 Property owner(s) Mr. Don Beattie Day phone 561.2111 Mailing address (1)_3340 Arctic Blvd, Suite 205 Mailing address (2) Anchorage, AK 6300 E, '?7yt9vF Zip Code 99503 Legal description (Lot, Block & Sub'd.) Lot 20, Block 1 Turpin SID Legal description (Section, Township & Range) Lot Size 10058 Acres/Sq.Ft. THIS APPLICATION IS FOR: Number of Bedrooms 4 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. I 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) Date of Payment: Receipt Number: (Rev. 12100) Pannone Engineering Services, LLC P.0.13(XICCYA Consulting Engineers Anchorage, Alaska, 99510 (907) 227-3522 (907)272-8218 Fax November 13, 2003 Municipality of Anchorage Dept. of Health & Human Services On -Site Services Section P. O. Box 196650 Anchorage, Alaska 99519 Subject: Lot 20, Block 1 Turpin S/D Septic Upgrade Permit Gentlemen: My firm was contacted to investigate the possibility of installing of a new system at the above referenced property. Currently the lot is developed with an undocumented system.. The house was constructed in approximately 1970, so I am assuming the septic system and well was installed about the same time. The septic system is in failure and backing up into the house. The well was abandoned in September of 2003 when the house was connected to AWWU water. The house cannot be connected to AWWU sewer system due to the trunk lines being located greater that 200 feet from this property. A single test hole was excavated on the property on October 25, 2003 and the log is attached. Ground water was checked on November 10, 2003. No water was found at the time of excavation or during the monitoring period. Bedrock was not encountered in the test hole. Lot 20 is 10,058 sf in size. The owner also owns lot 19, to the east. Lot 20 slopes to the southwest at a rate of approximately 1 percent. The proposed installation will be located in southern portion of the lot. The proposed location will be greater than 100 feet away from the existing surrounding wells and 25 feet from the water service lines. The surrounding systems are located greater than 200 feet from the proposed installation. The lots surrounding this lot are undeveloped, and do not conflict with the proposed installation. The proposed installation will not impact the future development of the surrounding or existing lots. See the attached design. The new system will maintain over six feet vertical separation to the bedrock and over four feet vertically to the ground water. Please contact me at 272-8218 or 227-3522 if you have any Sincerely, Steven R. Panno e, P.E. Attachments: SOILS LOG - PERCOLATION TEST PANNONE ENGINEERING SERVICES P.O. BOX 102954 ANCHORAGE, AK 99510 (907) 272-8218 PERFORMED FOR: Don Beattie DATE PERFORMED: 10-25-200: LEGAL DESCRIPTION: —Lot 20 Block 1 Turpin Subdivision TEST HOLE 1 7 Ts/OR Topsoil and 1 organip ML I Sat r] 2 3 4 5 6 7 8 U 0 9 10 £ 11 Q � 12 U N 13 m 0 14 J t 1$ u ~ 16 0 0 17 u U 18 m 19 20 GW BOLI Well gradedTEST gravel with HOLE nand and cobbles I I WAS GROUND WA ENCOUNTERED? IF YES, AT W] IAT DEPTH? DEPTH TO WATER MONITORING? DATE: 11 READING DATE GROSS TIME NET TIME DEPTH OF WATER NET DROP PRE -SMAC 0/25/03 3:50 6• 4O0 10 Dry 6 4:00 ----- 61 ----- 4:10 110 IDm is 410 6• 4:20 110 6 PEROLATION RATE I Imin/inch) PERC HOLE DIAMETER 6 inches TEST RUN BEWTEEN 8 FT and 9 FT COMMENTS: Test pit excavated by Whitters Exc. Test Hole was presoaked before perc test. PERMIT NO: DESIGN DRAWING WASTEWATER DISPOSAL SYSTEM Lot 20 Block 1 Turpin S/D P.I.D. NO: 6310 E. 9th Anchorage, AK ,.•• EAST H AVE. 561-2111 A 3 2 p WELL 19 L WELL A LIJ L4-BRS12 OPOSED18 GAL 17so PTIC TANK DR AY 1 Rao• 100' WELL RADIUS 1 PROPOSED R ERVE DRAINFlELD LF x , SEPTIC 6' ED x � TANK WIDE I., 4EXISi1NG 1 .0 MIN. �/ UNDOCUM D DRAINFl NOTES: 1 0 MIN. 10.0 MIN. 1) All work shall be performed 10.0 in accordance with, and oil PROPOSED PRIMARY materials shall conform to. DRAINFlELD 46 LF x 3 DEC regulations. 6' ED x 3' VIDE 2) Install new trench as w indicated. C 3) Maitain 10' from oil property lines Y 0 TRACT B Pannone 149 Don Beattie 1�� 6310 E. 9th Anchorage, AK ,.•• 99504 561-2111 DESIGN: PERC RATE: 1-5 MPI APPLICATION RATE: 125 SF/BR 4 BR HOUSE REQ'D AREA: 500 SF 3 FT WIDE 6 FT EFFT'V DEPTH 46 LF REQUIRED 1250 GAL SEPTIC TANK— Deep Burricl PANNONE ENG. SVC, LLC P. 0. BOX 102954 ANCHORAGE, ALASKA 99510 227-3522 P. 272-8218 Fox 4TE: 11-5-2003 DESIGN m F31 PERMIT No: DESIGN DETAILS WASTEWATER ABSORPTION SYSTEM Lot 20 Block 1 Turpin S/D NOTES: 1) ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH, AND ALL MATERIALS SHALL CONFORM TO, AMC15.65. uawn 2) MAINTAIN 30' SEPARATION FROM ALL SLOPES GREATER THAN 25%. 3NU UOUNO uamm IM W= MenDO um un w m ua Nim v •••- --•1� Naiwro �t;' 492 Don Beattie 6310 E. 9th Anchorage, AK 99504 561-2111 P.I.D. NO: Pannone Eng. Svc., LLC P. 0. BOX 102954 ANCHORAGE, ALASKA 99510 272-8218 PHONE & FAX %TE: 11-5-2003 OT TO SCALE I DESIGN 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 with all applicable Municipal and State codes, ordinances, and regulations in effect at the time of installation. Name of Firm: Garness Engineering Group Ltd (GEG) Phone: 907-337-6179 Address: 3701 East Tudor Road Suite 101- Anchorage, Alaska 99507 Engineer's Printed Name: Jeffrey A. Garness Date: 7, Za In conducting this evaluation, GEG provided an engineering evaluation of the well and/or septic system in accordance with the guidelines and regulations established by the Municipality of Anchorage and a000004p04 industry practices. The reported results describe the condition of the system/s on the date/s of the o OF A evaluation. Separation distances were measured to readily identifiable features. Hidden defects or encroachments may exist that were not identified during the evaluation. The operational life of all wells and septic systems depend upon a variety of variables, including but not limited to, soil conditions, groundwater levels (that may fluctuate during the year), quality of construction (materials and als *""'`' "9*�� workmanship), and the water usage of the family utilizing the system/s. These conditions can vary, Q are outside the control of GEG. Satisfactory test results do not guarantee future performance of the system/s; therefore, GEG makes no warranty (express or implied) regarding the future performance of . • • .. . • • • ' "" the well or septic system. GEG makes no representation whether an alternative well or septic system O 1 .'.J rey A. orness; can be installed on the property in the event either of the current systems fail to perform adequately in0 49. C�-79P3 �� Q the future. The content of this report is for the sole benefit of the person/party that retained GEG to sf Z Ztj pQ perform the evaluation. Reliance upon the information provided in this report by any other person orOQredpror�$1on°�o party (including subsequent property purchasers) is not authorized, nor will it confer any legal right 4��O�O s. whatsoever. #AECC884 6. DSD SIGNATURE System #1 Approved for 'J bedrooms System #2 Approved for bedrooms Disapproved Conditional approval for bedrooms, with the following stipulations: By: div Original Certificate Date: ZD The Municipality of An or -age Development Services Division (DSD) issues Certificates of On -Site Systems Approval (COSA) based only upon the representati ns 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. 7. ATTACHMENTS: I / COSA Checklist L1 Septic System Advisory Well Flow Advisory Nitrate Advisory Arsenic Advisory Other COSA Checklist Legal Description: TURPIN; BLOCK 1, LOT 20 Parcel ID: 006-092-20 If more than 1 septic system on lot: COSA Checklist # 1 of 1 Structure served by this system 1 A. WELL DATA ❑ Well log is filed with Onsite (or attached) Date drilled Total depth ft Cased to ft ❑ Sanitary seal is functioning correctly ❑ Wires are properly protected Casing height (above ground) in. Date of flow test for Static w evel at beginning of test ft. omments Well production at time of test —g -pm Water storage tank volume'� gallons Well disinfected -for coliform test? ❑ Yes 4J44o- ❑ C� i rm bacteria is Negative Nitrate mg/L ❑ Nitrate less than MRL (ND) Arsenic ug/L ❑ Arsenic less than MRL (ND) Collected by Date of Sample AWWU WATER B. TANK DATA Age of tank(s) 11 years Tank type/material SE-CISTEE Measured operating fluid level in septic tank 49 ('Standpipes/foundation cleanout per record drawing Date of pumping 3 ) 2 u / Za C. LIFT STATION 'Required maintenance completed Age of lift station 11 years Lift station material STEEL Comments: D. ABSORPTION FIELD DATA *NORTH/MIDDLE/SOUTH Which system tested (date installed) 1/5/09 Adequacy test date 3/3/20 WALL standpipes present per record drawing Results F, -/]Pass For 8 bedrooms Total measured depth from grade 10.1 ft (max) Fluid depth prior to test 0/0/0 in Measured depth to pipe invert from grade 4.3 ft (min) Water added 6111101 21 gal ❑ N/A - pressurized field New depth 3/0/5 in ❑ Monitor tubes go to bottom of effective. If not, state Elapsed time 90 min depth into effective •2.e X Code -required soil cover over field Final fluid depth 0 in Absorption rate 1200+ gpd ❑E System presoaked (Required if vacant for greater than 30 days prior to Any rejuvenation treatment (past 12 months) _ date of test) If yes, enter date Gallons introduced "zos5 gallons Comments/Deficiencies: 'THREE TRENCHES **MT IN MIDDLE TRENCH ONLY EXTENDS APROXIMATLY 2.5' INTO EFFECTIVE —BETWEEN ALL 3 TRENCHES ON 3/20 s, �, 'L� &,C- --I f) 19,14 COSA Checklist yellow sheet IVL> 0 E. SEPARATION DISTANCES From Private Well on Lot to: (Please enter distances if less than required or if community well) Septic Tank/Lift Station on Lot > 100' ❑✓ Yes if No Community Sewer Manhole/Cleanout > 100' ❑ Yes if No ft ❑ Yes if No ft Neighboring Tank > 100' ❑ Yes if No ft Private Sewer/Septic Line > 25' ❑ Yes if No ft Absorption Field on Lot > 100' ❑ Yes if No ft Holding Tank > 100' ❑ Yes if No ft Neighboring Absorption Fields > 100' if No ft Animal Containment > 50' ❑ Yes if No ft ❑ Yes if No ft ft If septic tank is under driveway comment below Manure/Animal Excreta Storage > 100' Community Sewer Main > 75' ❑ Yes if No ft ❑ Yes if No ft From Septic/Holding Tank on Lot to: (Please enter distances if less than required) Building Foundations > 10' ❑✓ Yes if No ft Surface Water > 100' ❑✓ Yes if No ft Property Line > 5' ❑ Yes if No ft Wells on Adjacent Lots: Absorption Field > 5' ✓❑ Yes if No ft Private Wells > 100'✓❑ Yes if No ft Water Main > 10' 0 Yes if No ft Community Wells > 200'✓❑ Yes if No ft Water Service Line > 10' 0 Yes if No ft If septic tank is under driveway comment below From Absorption Field on Lot to: (Please enter distances if less than required) Building Foundation > 10'✓❑ Yes if No ft If absorption field is under driveway comment below Property Line > 10' ❑ Yes if No ft Wells on Adjacent Lots: Water Main > 10'✓❑ Yes if No ft Private Wells > 100' ❑✓ Yes if No ft Water Service Line > 10' ❑✓ Yes if No ft Community Wells > 200' ❑✓ Yes if No ft Surface Water > 100'✓❑ Yes if No ft F. ENGINEER'S COMMENTS *0 FEET FROM SOUTH TRENCH TO SHED **1.5+ FEET (APPROVED BY ADEC) 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 T I MOA COSA guidelines in effect on this date. 4 QOe y A. G Hess; 9 CE- 55 COSA Checklist yellow sheet 4�OQd Pr o f e s s or°oma #AECC884 Jeff Garness From: Jeff Garness Sent: Tuesday, March 31, 2020 11:24 AM To: 'Wockenfuss, Deborah M.' Cc: Sonja Blewett; David Garness (david@garnessengineering.com) Subject: RE: Comments on Turpin COSA The owner hired ARM Septic Services. ARM conveyed to GEG that they found all of the missing pipes (double-cleanouts on one of the lines from the house to the pump vault), repaired one pipe, and also serviced the pump vault. Jeffrey A. Garness, P.E., M.S. President Garness Engineering Group, Ltd. 3701 E. Tudor Road, Suite 101 Anchorage, Alaska 99507-1259 Phone: (907) 337-6179 Mobile: (907) 244- 9612 Fax: (907) 338-3246 Website: www.garnessengineering.com -YARNESS ENGINEERING GROUP, From: Sonja Blewett <Sonja@garnessengineering.com> Sent: Tuesday, March 31, 202011:12 AM To: David Garness <David@garnessengineering.com>; Jeff Garness <Jeff@garnessengineering.com> Subject: Comments on Turpin COSA w Z LU Q 0- V) LU T I 00'0519,, OE,90 00 N A3KS (MVMa3 z aH 3 Z O p Ul 3 S z w w 0 w V Q Z = Z H U O V) w H W O m 2 J W W Z p H Z J E LL W Welf UvIKQ OH O W LL W O \ y O p w a w w C V H V Q a � z = 3 V)p LU0-w O L', Q w p m N z >P o o)noo w H W C u > H Z d W H H H c d O V) H J H Z V) H W W L"0 LA H C' X Z J W Q • w H K Z V p �O 171- O ZF-U 5 Hw~ HF -7Z 3 Lw p Q d H Q W=) Z J H = > p w Q. V) Q p 0 J W J d W z R V) D- W H Q H 0 Z QQ O Q Z Q QOp�OvOO W 0 W ~ J X LA HV) ZQO p {� J O��0 =moo= ooa 7 w H Cl H < H a - Cf Q Z a-0LU spoo C) z = a o m 17ow.->-zQ V) z p W i Q0 z H H H 2 i H H H R H H Z "0 QH HO N. Q 0)0 pD wXa H=os w p) a w I.J.. =I z (nD =w OO Hw Oz 1 H H W w J W= I CF) W V) LL J W Z V) CF) Q Q C 0 O O Z V H a� i �ZJ17 004 •, V J QO ON m H..LL>H //� •'• `Fl Q LL V Z H> v z H O W Z K Q e o HJF--to ••wa .�l �51p LL ww a own w 4�v e9 c� zo-o> Fouzw=zaa LD r - w Z W p F Z r H o. w z o. >- H f/J LL > o W F S F O m > 4 F Z M Y LQ S H w >- cnW¢ Z : F: Q o> w ~ VI = A z ol7M to A W V ¢w¢� OU� W ¢ ZO:f Q _j (D V v Z A Q Q O o in F o' 2 I W (C J w r Z V J o v M Ofn Z.1 ¢ O Z ` 2 o l¢ M W W o F �lL W LJ rn Z 4 m LL !r ¢ w W W J S J kW0 LJd aFm t r A " H OJ�J w a F LJ HLU = W F W y ¢ Q H¢> O w m a:� = 0 Q ti U Q 0 N F F Z �L 2 WV L- H C4 A Q Q W V A Z W J i JW>�wo n FA zzviz m Q�O Z H W W Q ni ,r Q Sc Q 2 4 �. LL Z j K LJ H¢ 2' �S y P4 W r H H Q h _ p F O> J 2 O V O F 2 af O V W (If >- V Q O c pJ O 1 v H w J V J V 0:� 0-F K Z � w y V1 F o lY Q Q H LL ..� L7 L1 F W Wy O �! m w ¢ W o o aJ o O _ vi W W J lr W lY =O W F m d F W al M\ z 2 H f/l Ww ni Z> o S h V f/J W H F z z aH 3 Z O p Ul 3 S z w w 0 w V Q Z = Z H U O V) w H W O m 2 J W W Z p H Z J E LL W Welf UvIKQ OH O W LL W O \ y O p w a w w C V H V Q a � z = 3 V)p LU0-w O L', Q w p m N z >P o o)noo w H W C u > H Z d W H H H c d O V) H J H Z V) H W W L"0 LA H C' X Z J W Q • w H K Z V p �O 171- O ZF-U 5 Hw~ HF -7Z 3 Lw p Q d H Q W=) Z J H = > p w Q. V) Q p 0 J W J d W z R V) D- W H Q H 0 Z QQ O Q Z Q QOp�OvOO W 0 W ~ J X LA HV) ZQO p {� J O��0 =moo= ooa 7 w H Cl H < H a - Cf Q Z a-0LU spoo C) z = a o m 17ow.->-zQ V) z p W i Q0 z H H H 2 i H H H R H H Z "0 QH HO N. Q 0)0 pD wXa H=os w p) a w I.J.. =I z (nD =w OO Hw Oz 1 H H W w J W= I CF) W V) LL J W Z V) CF) Q Q C 0 O O Z V H a� i �ZJ17 004 •, V J QO ON m H..LL>H //� •'• `Fl Q LL V Z H> v z H O W Z K Q e o HJF--to ••wa .�l �51p LL ww a own w 4�v e9 c� zo-o> Fouzw=zaa MUNICIPALITY OF Development Services Department On -Site Water & Wastewater Section \' - ANCHORAGE Lift Station/Pump Vault Maintenance Log Phone: 907-343-7904 Fax: 907-343-7997 Owner oto,6s k" o _ Street Address G Svc' ( J'H'\ jjt_w Septic Tank: -Sludge ley I ' finches -Pumping- requirede no n -Pumping completed ye no Lift station:i2M -Pump basket cleaned y no •Effluent filter cleaned -Control floats cleaned es no -Operation satisfactory es no Alarm System: -Proper float settings confirmed e no -Dedicated electrical alarm ci�isf�actory_; ' no •Audible and visual alarm inside dwelling ILS no -Alarm system operation a not satisfactory Manhole Riser -Ground water intrusion at riser to tank connection yeL�(Q -Ground water intrusion around pipe penetrations eso -Weep hole functional yes no -Manhole lid: Functional e no Insulated es no Properly Securedes' no Other -All manufacturer required inspections and maintenance completed s no Comments: Qualified Maintenance Provider: 1 Technician Company if S-P Date of maintenance