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Home My WebLink AboutOZZIES KNOLL LT 1A-1Onsite File « � \ \ : � ® \ g � /�\ \ \ }�\ ®•��E1L �iJ isn: �u Municipality of Anchorage On -Site Water and Wastewater Section • (907) 343-7904 Page 1 of 3 ON-SITE WASTEWATER INSPECTION REPORT Permit Number: OSFL20 - :;� I ( C (c `zV 015-483- l PID Number: � � Dwelling: 0 Single Family (SF) ❑ with ADU ❑ Duplex (D) ❑ Two Single Family Project: ❑ New ❑® Upgrade Name DENISE DEAL K LIVING TRUST ABSORPTION FIELD 0 Deep Trench ❑ Wide Trench ❑ Bed ❑ Mound 1 Site Address 10000 OUR ROAD *ANCHORAGE, AK ❑ Other Phone Number of Bedrooms Soil Rating depth from original grade 907-360-3348 3 0.8 GPD/SF JTotal 10.67 Ft. LEGAL DESCRIPTION Depth to pipe invert from original grade SEE DWG. Ft. Gravel depth beneath pipe 7.5 Ft. Subdivision Block Lot OZZIES KNOLL; LOT 1A J� !��' Fill added above original grade SEE DWG. Ft. Gravel length 41 Ft. Z_ rr.-Zz Township Range Section N/A Gravel width 2.5 Ft. Beds: Number of Lines - Distance between lines - Ft. SEPARATION DISTANCES To Septic Absorption Lift Station Holding Sewer Total absorption area Number of trenches Dist. between trenches From Tank Field Tank Line 615 Ft 1 _ Ft. Well 1001+ 100,+ *251+ TANK ■❑ Septic ❑ S.T.E.P. ❑ Holding ❑ Other Manufacturer GREER TANK Capacity 1000 Gal. Surface Water 1001+ 100,+ Material Number of compartments Lot Line 10.1+ **71 NA HDPE 2 Foundation 10'+ 10'+ LIFT STATION Manufacturer Capacity Remarks *PER DISCUSSIONS WITH CONTRACTOR Gal. EXACT LOCATION WAS NOT DOCUMENTED BY GEG "SEE ATTACHED WAIVER REQUEST Alarm location Electrical installed by Installer PIPE MATERIAL House to tank F628 drainfield Tank to D3034 RED DOG MASONRY Drainfield D3034 COIMTD3034 Inspector GEG AND MOA BENCH MARK (Assumed elevation) 100.00 ft Inspection 151 12/8/21 2nd 12/8121 Location and description 3`d 12/8/21 41112/8/21 TOP OF MANHOLE ON-SITE WATER AND WASTEWATER SECTION APPROVAL Engineers StFp 0060 � Conditional Approval: Date - Z aXQ /, p old se ticy terti fo h� co/yll+1/�5�'one�� in S rl;1a of 02 Q 4�1� �0 (Q• ........ ............ ...0 �..,..� ..........1.........o 0 U re Garness. Septic System If Qn f CI -7753 pO Approved Date //q Z(vZ2 ® Note: this approval oes not include well permit requirements. #AEcc �4��400oo�o�d ,1 \GV VJf UG! 1 Vi Wockenfuss, Deborah M. Zz ► �` s I Y'011 Li 1/4-1 From: reddogmasonry@aim.com Sent: Thursday, May 18, 2023 6:29 AM To: Wockenfuss, Deborah M.; watermarkalaska@gmail.com Subject: 10000 Our Rd. [EXTERNAL EMAIL] Good morning all. Red Dog Masonry went back to the project at 10000 Our road last summer and found the old septic tank in the back right corner behind the new house. We tore the top off and filled it with dirt. Bryan Aafedt Red Dog Masonry 907.727.0828 PERMIT NUMBER: PARCEL ID NUMBER: OSP201046 RECORD DRAWING 015-483-17 00 FCO 46.3 1 5.2 DBLI 96.8 90.2 DBL2 97.9 92.2 MH1 116.4 119.1 ST1 119.4 123.1 DBL3 121.9 126.2 DBL4 , 123.4 , 128.0 C01 147.8 162.3 _MT1 148.1 162.1 CO2 144.3 1-fu.0 10' T & E EASEMENT — — — — — — — — — — — — — — — — — — — — — - T2 143.4 146.2 OLD DRAINFIELD TO BE DECOMMISSIONED PER UPC IN SPRING OF 2022 B C ASSUMED LOCATION OF SEWER LINE PER FCO AND DOUBLE C/O LOCATIONS. PER CONTRACTOR LINES WERE INSULATED FROM HOUSE TO TANK; GEG WAS NOT \ N PRESENT FOR THE SEWER LINE INSTALLATION AND COULD NOT VERIFY THE PRESENCE OF INSULATION NEW NEW 1000 GALLON BEDROOM HOPE GREER TANK STRUCTURE MT2 oil tj I ki I Q 21 .14 101 Lei I W-0 4::RM Ko I Z M I 3701F TUDOR ROAO, SUITE 101 'ANCHORAGE. AK 99507' PHONE (907) 3376179 -FAX (907) 338-3246 *WEBSITE; PREPARED FOR: PHONE NUMBER: PAGE NUMBER: DENISE AND TIM DEAL 907-360-3348 2 OF 3 LEGAL DESCRIPTION: DRAWN BY. OZZIE KNOLL; LOT 1A — JL D.J.G. TYPE OF WORK: DATE: ,,_ SEPTIC SYSTEM RECORD DRAWINGS 2/10/2022 NEW DRAINFIELD N W� jku%%%k4 444 AV N AV ........... 9 J ........ .................. 0 0 ............ ..... w ........ 0 . z;"o mess ,t.Gj r# CE -7 # AV .............. LICENSE dad®®®®®® 4% \ 4b- #AECC88 1k C MAIVER REQUEST tj I ki I Q 21 .14 101 Lei I W-0 4::RM Ko I Z M I 3701F TUDOR ROAO, SUITE 101 'ANCHORAGE. AK 99507' PHONE (907) 3376179 -FAX (907) 338-3246 *WEBSITE; PREPARED FOR: PHONE NUMBER: PAGE NUMBER: DENISE AND TIM DEAL 907-360-3348 2 OF 3 LEGAL DESCRIPTION: DRAWN BY. OZZIE KNOLL; LOT 1A — JL D.J.G. TYPE OF WORK: DATE: ,,_ SEPTIC SYSTEM RECORD DRAWINGS 2/10/2022 NEW DRAINFIELD N W� jku%%%k4 444 AV N AV ........... 9 J ........ .................. 0 0 ............ ..... w ........ 0 . z;"o mess ,t.Gj r# CE -7 # AV .............. LICENSE dad®®®®®® 4% \ 4b- #AECC88 1k PERMIT NUMBER:RECORD j c PARCEL ID NUMBER: OSP201046 R E C Q R D DRAWING 015-483-17 TH TOP OF TANK AT INTLET = 95.92 INVERT OF BUNG AT INLET = TOP OF MH =100.00 FINAL GRADE = 99.09-99.28 ST2 NEW 1000 GALLON H.D.P.E. GREER SEPTIC TANK RATED FOR 10' BURIAL ORIGINAL GRADE AT HIGHEST POINT = 95.1 -7.5 r 7'FEET RELATIVE ELEVATION AT BOTTOM OF T.H. = 78.11 (T.H. DRY ON 12/8/2021) 2" INSULATION (PER CONTRACTOR) TOP OF TANK AT OUTLET = 95.90 INVERT OF BUNG AT OUTLET= 95.07 GRADE = 96.08-96.16 FILTER FABRIC INVERT OF PIPE = 91.94 BOTTOM OF TRENCH = 84.44 3701 E. TUDOR ROAD, SUITE 101 • ANCHORAGE, AK 99507 • PHONE (907) 337-6179' FAX (907) 338-3246 • WEBSITE: www.gamessenglneedng.com PREPARED FOR: PHONE NUMBER: PAGE NUMBER: DEAL DENISE K LIVING TRUST 907-360-3348 3 OF 3 PROJECT/LEGAL DESCRIPTION: DRAWN BY: 0771 KNOLL; LOT 1A — %� "Iz Z D.J.G. TYPE OF WORK: DATE: �._ SEPTIC SYSTEM PROFILE RECORD DRAWING 2/7/2022 o®�E OF °®® A i •• •%%aAV0 ,ff aI ................:.....0:.......'. ......+ . ....................... .0 [ey A. Ga ness w d 3 Ar of®®FD.pz .®�® LICENSE �4RM®Y #AECC884 / 91M ��, Dc once' Q e> Ean:; i N4 e S S a g 0 Today "(l AI N4 Yes there's insulation. 1000 gallon tank. /'� nticnt M-AMunicipality of Anchorage Ur.poirtment P.O. Box 196650 0 4700 Elmore Road Anchorage, Alaska 99519-6650 0 (907) 343-7904 0 Fax (907) 343-7997 http://www.muni.org/Onsite Development Services Division On -Site Water and Wastewater Program * * * * VARIANCE/WAIVER REVIEW * * * * Waiver#: OSV221010 COSA#: Permit#:OSP211069 PID#: 015-483-18 Legal Description: OZZIES KNOLL LT 1A-1 Engineer: Garness Engineering Group Your request for a waiver of the required 10 feet horizontal separation from the absorption field to the property line has been approved. The approved separation distance is 7.0 feet. This waiver approval applies to the existing absorption field only. Any future upgrade to the on- site wastewater disposal system will require all separation distances be met or another approval from this department. .............................. 0 N X K E N a M 0 0 E W ..... ■ ..................... 0 0.. 0 0 .. ■ 1 Waiver is Granted: X Waiver is not Granted: Date: _V -Z- Z— Approved by: Name of Review .................. a X a n N U 0 E N N ............................. ■ ................. 1 **** VARIAN C E/WAIVER REVIEW **** 'GARNIESS ENGINEERING GROUP, Ltd AeroCeff ENGINEERING -�,, SALES n CONSULTING February 9, 2022 Municipality of Anchorage Development Service Department On -Site Water & Wastewater Program 4700 Elmore Road Anchorage, AK 99507 Ref: Drainfield to lot line waiver request — Ozzie Knoll; Lot 1A To whom it may concern: iek- The subject lot was issued a permit on 3/24/2020 and the system was installed on 12/8/2021. During the installation, the lot line was flagged, and it was believed that the drainfield was installed 10' from the lot line. However, a survey was completed by Ken Lang, PLS on 2/9/2022 and it was noted that the drainfield cleanout is approximately 8 feet from the south lot line. We are requesting that your department issue a variance from drainfield to lot line down to 7 feet. Justification for granting this waiver is as follows: • The drainfield does not encroach on a neighboring well and/or septic system • Granting the requested waiver will not prevent the development of the lot to the south. • The drainfield runs perpendicular to the lot line. If you have any questions, please contact us at 337-6179. Thank you for your assistance. rely, y A. Qarness, PE., M.S. dent 3701 East Tudor Road, Suite 101 ' Anchorage, Alaska 99507-1259 Phone: (907) 337-6179'" Website: www.garnessengineering.com � <v vIL � 91 101 til 401 1 � I MUNICIPALITY OF ANCHORAGE On -Site Water & Wastewater Program PO Box 196650 4700 Elmore Road Anchorage, Alaska 99519-6650 Phone: (907) 343-7904 Fax: (907) 343-7997 http://www.muni.org/onsite On -Site Wastewater Disposal System Permit Permit Number: OSP211069 Work Type: Septic Renewal Tax Code Number: 01548318000 Site Legal Address: OZZIES KNOLL LT 1A-1 G:2536 Site Mailing Address: 10000 OUR RD, Anchorage Owner: DEAL DENISE K LIVING TRUST Design Engineer: GARNESS ENGINEERING GROUP LTD This permit is for the construction of: Q Disposal Field Q Septic Tank ❑ Holding Tank ❑ Privy Effective Date: Expiration Date Lot Size in Sq Ft: Total Bedrooms: �,»cnt ' Deparnuent 3/22/2021 3/22/2022 55023 ❑ Private Well ❑ Water Storage All construction shall 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 shall notify the Development Services Department per AMC 15.65. Provide notification by calling (907) 343-7904 (24/7). 4. From October 15 to April 15, a subsurface soil absorption system under construction during freezing weather shall be either: a. Opened and Closed on the same day, or b. Covered, sealed, and heated to prevent freezing Received Bv: Issued By: Date: 3 Pf"I'UNMIPAU TY OF ANCHODRAGE 0 Development Services Department';: ' Phone. 907-343-7904 On -Site Water & �Nastewater Section � � Fax: 907-343-7997 ON-SITE SEPTIC/WELL PERMIT APPLICATION Parcel I.D. 015-483-17 Property owner(s) Denise & Time Deal Mailing address Site address 10000 Our Road Legal description (Sub'd., Block & Lot) Ozzie Knoll L1 A - Legal description (Township, Range & Section) Day phone Lot Size Sq. Ft. Number of Bedrooms3 APPLICATION IS FOR: APPLICATION IS AN: TYPE OF DWELLING: (® all that apply) Absorption Field Initial ❑ Single Family (SF) ❑ (w/wo ADU) Septic Tank ® Upgrade ❑ Duplex (D) ❑ Holding Tank ElRenewal f�;] Multiple Dwellings ❑ Privy ❑ (SF and/or D) Private Well ❑ Water Storage THI APPLI J ATI S A WAIVER REQUEST FOR: �• I Distance: I certify tha th,e'above information is correct. I further certify that this is in accordance with applicable ukicipal Codes. (Signature of property owner or authorized agent) Permit/Rush Fees: ) H q Waiver Fees: Date of Payment:—lfS -2 I Date of Payment: Receipt -Number-: U,! _J_6, Receipt_N__ur�lber: _ Permit No. OS 2 I q Waiver No. GADevelopment Services\Building Safety\On Site Water and Wastewater\Forms\Client Forms\Permit Application.doc Municipality of Anchorage On-site Water and Wastewater REVIEWED FOR CODE COMPLIANCE OSP211069, Deb Wockenfuss, 03/22/21 MUNICIPALITY OF ANCHORAGE On -Site Water & Wastewater Program PO Box 196650 4700 Elmore Road Anchorage, Alaska 99519-6650 Phone: (907) 343-7904 Fax: (907) 343-7997 http://www.muni.org/onsite On -Site Wastewater Disposal System Permit Permit Number: OSP201046 Work Type: Septic Upgrade Tax Code Number: 01548317000 Site Legal Address: OZZIES KNOLL LT 1A G:2536 Site Mailing Address: 10000 OUR RD, Anchorage Owner: DEAL DENISE K LIVING TRUST Design Engineer: GARNESS ENGINEERING GROUP LTD This permit is for the construction of: Z Disposal Field F1 Septic Tank ❑ Holding Tank ❑ Privy Effective Date Expiration Date Lot Size in Sq Ft Total Bedrooms: 1)(!I)aI-[IIIe]If 3/24/2020 3/24/2021 R. ❑ Private Well ❑ Water Storage All construction shall be in accordance with: The attached approved design. 2. All requirements specified in Anchorage Municipal code Chapters 15.55 and 15.65 and the State of Alaska '.Alastewater Disposal Regulations (18AAC72) and Drinking Water Regulations (18AAC80) 3. The wastewater code requires inspections during the installation. The engineer shall notify the Development Services Department per AMC 15.65. Provide notification by calling (907) 343-7904 (24/7). 4. From October 15 to April 15, a subsurface soil absorption system under construction during freezing weather shall be either: a. Opened and Closed on the same day, or b. Covered, sealed, and heated to prevent freezing Received Bv: Issued By: i Date: � � Zpe Date: 3 MUNICIPALITY OF ANCHORAGE Community Development Department Phone: 907-343-7904 Development Services Fax: 907- 343-7997 On -Site Water & Wastewater Program Mayor Dan Sullivan On -Site Sewer/Well Permit Application For A Single Family Dwelling Parcel I.D. 015-483-17 Property owner(s) DENISE AND TIM DEAL Day phone 907-360-3348 Mailing address 10000 OUR ROAD "ANCHORAGE, AK 99516 Site address 10000 OUR ROAD *ANCHORAGE, AK 99516 Legal description (Sub'd, Block & Lot) OZZIE KNOLL; LOT 1A Legal description (Township, Section & Range) Lot Size Sq.Ft. Number of Bedrooms 3 APPLICATION IS FOR: APPLICATION IS AN: TYPE OF DEWELLING: (®allthatapply) Initial ❑ Absorption Field ® Single Family (SF) Upgrade (w/wo ADU) Septic Tank ® Renewal Duplex (D) F-1❑ Holding Tank ❑ Multiple Dwellings ❑ Privy ❑ (SF and/or D) Private Well ❑ Water Storage ❑ THIS APPLICATION INCLUDES A VARIANCE/ WAIVER REQUEST FOR:' N/A _ Distance: I certify that the above information is correct. I further certify that this is in accordance with applicable Municipal codes. GARNESS ENGINEERING GROUP, Ltd. (Signature of property owner or authorized agent) Permit/Rush Fees: 5-95' Waiver Fees: Date of Payment: 01231aUaa Date of Payment: Receipt Number: cc�t 0 2,A? (a 4_ Receipt Number: Permit No. Aj to a a /01410 Waiver No. (Rev. 01/11) Municipality of Anchorage On-site Water and Wastewater REVIEWED FOR CODE COMPLIANCE OSP201046, Rebecca Carroll, 03/24/20 GARNESS ENGINEERING GROUP, Ltd ENGINEERING SALES CONSULTING March 18th, 2020 Municipality of Anchorage Development Service Department On -Site Water & Wastewater Program 4700 Elmore Road Anchorage, AK 99507 Ref: Proposed Septic System Upgrade for Ozzie Knoll; Lot 1A To whom it may concern: The existing house is served by a private well and septic system. Per conversations with the owner, they are demolition the existing structure and constructing a new 3 -bedroom home. We are proposing to install a new 1,000 -gallon HDPE Greer Tank rated for 10' burial and a deep trench type drainfield. Comments regarding the design are summarized as follows: 1. SOILS: See attached 2019 testhole and site plan by Forge Engineering. As can be seen on attached soil log and site plan, the drainfield is designed around "Test Hole A". A GEG site visit was performed on 3/17/20 and the testhole was found to be dry. 2. DRAINFIELD DESIGN: See attached design drawing for drainfield specifications 3. SURFACE WATERS: There are no surface water concerns. 4. TOPOGRAPHY: There are no topography concerns We are unaware of any adverse impacts this installation would have on adjacent wells or septic systems. If you have any questions, please contact us at 337-6179. Thank you for your assistance. i Sincerely, � n Jeffrey �. Garness, P,. E., M.S. Presid;1t f: 3701 East Tudor Road, Suite 101 * Anchorage, Alaska 99507-1259 Phone: (907) 337-6179 * Fax: (907) 338-3246 * Website: www.garnessengineering.com SPRING HILLS ESTATES; BLOCK 2. LOT 18 SPRING HILLS ESTATES; BLOCK 2, LOT 17A Municipality of Anchorage On-site Water and Wastewater �SP201046, Rebecc Carroll, WILLIAMSON #3; BLOCK 2, LOT 37 HANLEY,LOT93B VACANT PER MOA RECORDS NO RECORD IN MOA; I O PROPOSED SEPTIC IS 100FROMLOT LINE \ / FOREST CREEK; TRACT A OZZIE KNOLL 1A-2 FOREST CREEK; LOT 3 i /V \ T12N R3W SECTION 15 L109 i I I T1 2N R3W SECTION T1 2N R3W SECTION 15 LOT 110 15 LOT 111 \ \ N \ SCALE: ^ ❑ 1"=100' GARNESS ENGINEERING GROUP, Ltd ENGINEERING SALES CONSULTING 3701 E. TUDOR ROAD, SUITE 101 • ANCHORAGE, AK 99507' PH(*E (907) 337-6179' FAX (907) 338-3246' WEBSITE: www.gamessengineedng.com PREPARED FOR: DENISE & TIM DEAL PROJECT/LEGAL DESCRIPTION: OZZIE KNOLL; LOT 1A TYPE OF WORK: �, SEPTIC SYSTEM DESIGN UPGRADE PHONE NUMBER: PAGE NUMBER: 907-360-3348 1 OF 2 DRAWN BY: D.J.G. DATE: 3/20/20 1v&\1k1k1 VA VA t Air C Al • ........' 77Lr ... ........1. ♦ ,, 'rr'f .%i. .' . ......... ..�o fA. Garness 0__fff" � i ♦♦ '; CE79 35- _AV AV LICENSE #AECC884 / Municipality of Anchorage On-site Water and Wastewater REVIEWED FOR CODE COMPLIANCE OSP211069, Deb Wockenfuss, 03/22/21 GE E N G I N E E R I N G PO BOX 240773 ANCHORAGE, AK 99524 522-7773 677-7766 (FAX) December 31, 2019 Denise Deal P.O. Box 112016 Anchorage, AK 99511 Subject: Ozzie's Knoll Subdivision, Lot 1A Septic System Feasibility Study Dear Denise: Three test holes were placed on Lot lA, Ozzie's Knoll Subdivision in mid-October of 2019. The purpose of the test holes was to determine if septic systems could be placed on the lot for a potential lot split and the development of two lots. Test holes were placed on each proposed lot in areas that seemed appropriate for septic locations. Monitoring tubes were placed in the test holes and groundwater monitored over time. The test holes were completed to 15' to 17'. No bedrock or impervious soil tenses were encountered in any of the holes. In addition, no groundwater was encountered at any depth. Soils were fairly uniform in the area, consisting mostly of silty, sandy gravel with varying amounts of sand. Percolation benches were constructed between 3.5'-6' below the ground surface in each test hole. The percolation cavity in each bench was prepared and presoaked in accordance with municipal requirements. Again, results were very uniform in the area, with perk tests results falling under 5 minutes per inch_ The percolation rate in Test Hole 2E was less than 1 minute per inch. Individual test results are included on the attached test hole logs. The property in general consists of a small 10' high knoll near the center of the property which slopes gradually to the north and south at grades ranging from 15% up to around 25%. Most of the area is in the 10-20% range, with a few portions steeper than 25%. Proposed lot sizes are both greater than 40,000 S.F. each. Surface drainage is primarily to the north and south and toward the boundaries of the lot. No standing water has been observed on the property and no drainage issues are present. Septic systems will not be affected by storm water runoff. Septic system reserve areas were calculated for each lot based on percolation test data and Table 7 of Municipal Code. Reserve areas of 10,000 S.F. are required on each lot. Nearly all of the septic reserve areas designated are on slopes under 25%, but steeper slopes do occur. All absorption trenches designed for this subdivision in areas where slopes greater than 25% are less than 50' away will need to be constructed to meet the steep slope provisions of the Municipal Code including vertical separation distances measured from the up -gradient side of the field, trenches 5' or narrower, natural vegetation retained or erosion control measures taken, and the distribution pipe placed sufficiently deep. Under these guidelines, these small sections of steeper slopes are appropriate for development of septic system. Please review the attached information and advise if further information is required. Sincerely, -fvt�"-Q- F, a"�-' Michael E. Anderson, P.E. Attachments OZZIES KNOLL, LOT 1A LOT 11A — �I— � \ LOT 16 _ � 1 i �� ► I 10' T&E EASEMENT \ ► 1 ilk ► I ► I A000 sou FOOT J REBERVEI I ITH-A ... � � I off► � 1 I 1► I AM I I _WMRVE I I 5T 1� LOT 1 1 I &E EASEMENT / \ : TH1/ LOT t10 I LOT in ■Mawi.xc—. N&TE: , O q4 :�� NO SLOPES >25% WITHIN 50' OR SURFACE WATER WITHIN 1 00'OF THE LEGEND +++Q(E PROPOSED SEPTIC SYSTEM CO CLEANOUT - 4` }'��00 ALL WELLS ON SURROUNDING LOTS WITH IMPACTS TO THIS 2C0 DOUBLE CLEANOUT 4' PROPERTY ARE SHOWN. NO CONFLICTS WITH WELLS OR SEPTIC FCO - FOUNDATION CLEANOUT MICHAEL E. AN�p DER-' S SYSTEMS. FS - FLOW SPLITTER VALVE MH MANHOLE s No. CE -4381 �,�� 1201i19�lti p 50 100 FEET MT - MONITORING TUBE �� orj'�;��i++++ 1"=50' T TH TESTIHOLE DEPTH (feet) 1 4 5 E 8 9 1 I I I I 1 I 1 1 1 2 SOILS LOG AND PERCOLATION TEST LEGAL DESCRIPTION: OZZIES KNOLL LIA PERFORMED FOR: DENISE DEAL DATE: 10/17/19 PROJECT No.: PARCELID#: 015-483-17 ICIAN: J. MILLETTE TEST HOLE A 1' OB , SLOPE �r COMMENTS: SANDY GRAVEL 2" MINUS WITH SOME SILT WAS GROUND WATER ENCOUNTERED? w READING IF YES l?- WHAI DEPTH:' - L D jATER (INCHES) NET DROP (INCHES) 10/17 TEST HOLE PRESOAKED PRIOR TO TESTING: DEPTH I'O WATER AFTER MONITORING: - 1 9:29 DA"FE OF NIONIT*ORING: - 512 E 9:59 DATE READING GROSS TIME (MINUTES) NET TIME (MINUTES) D jATER (INCHES) NET DROP (INCHES) 10/17 TEST HOLE PRESOAKED PRIOR TO TESTING: 1 9:29 512 2 9:59 30 916 41s 3 10:01 516 4 10:31 30 9 A. 3 6 5 10:32 516 6 11:02 30 93- 316 PERCOLATION RATE: 8.7 (MIN/INCH) PERC. HOLE DIA.—LIINCHES) TEST RUN BETWEEN: 5 FT. and 6 FT. GE SOILS LOG AND PERCOLATION TEST] FNGIN EE RING LEGAL DESCRIPTION: OZZIES KrvoLL LIA PERFORMEDFOR: DENISE DEAL DATE: 10/16/19 PROJECT No.: PARCELID#: 015-483-17 TECHNICIAN: J. MILLETTE DEPTH (feet) COMMENTS: TEST HOLE 1-W l' OB SILTY GRAVEL FINE COMPACT SAND SLOPE WAS GROUND WATER ENCOUNTERED? \l0 READING IF YES(! WHAT DEPTH? NET TIME (MINUTES) DEPTH TO WATER(MINUTES) (INCHES) DEPTH TO WATER AFTER \IONITORING: - L O TEST HOLE PRESOAKED PRIOR TO TESTING: DATE OF MOMTORING: - P 4:50 / 4:57 7:15 E 6" DATE READING GROSS TIME NET TIME (MINUTES) DEPTH TO WATER(MINUTES) (INCHES) NET DROP (INCHES) 10/16 TEST HOLE PRESOAKED PRIOR TO TESTING: 1 4:50 / 4:57 7:15 516 / 116 6" 2 4:58 / 5:07 8:48 510/11-1 6" 3 5:08 / 5:18 9:55 516 / 116 6" 4 5:19 / 5:29 9:48 516 / 11 6 6" 5 5:30 / 5:40 9:57 5 4 / 11 Q 6" 6 5:41 / 5:51 9:52 516 / 116 6" PERCOLATION RATE:1.64 (MINANCH) PERC. HOLE DIA. 6 JINCHES) TEST RUN BETWEEN: 5 FT. and 6 FT. �TE SOILS LOG AND PERCOLATION TEST EN GIN EEE I NG LEGAL DESCRIPTION: OZZIES KNOLL LIA PERFORMED FOR: DENISE DEAL DATE: 10/16/19 PROJECT No.; PARCELID#: 015-483-17 TECHNICIAN: J. MILLETTE DEPTH TEST HOLE 2-E (feet) I 1'013 SILTY GRAVEL 4 5 :W 6 FINE TO COARSE SAND SLOPE WAS GROUND WATER ENCOUNTERED'? NO IF YES WHAT lAT DEPTI l° - L DEPTH TO WATER AFTER MONITORING: - O DATE OF MONITORING: - P DATE READING GROSS TIME (MINUTES) NET TIME (MINUTES) DEPTH To NATER (INCHES) NET DROP (INCHES) 10/16 TEST HOLE PRESOAKED PRIOR TO TESTING: 1 5:55 <1 min 5 0 / 116 6" 2 5:57 <1 min 516 / 116 6" 3 5:59 <1 min 51-/ 1116 6" 4 6:01 <1 min 5t6 / 116 6" 5 6:03 <1 min 5 4/ 1 1 4 611 6 6:05 <1 min 516 / 116 6" PERCOLATION RATE: <1 (M1NANCH) PERC. HOLE DIA.---§ jINCHES) TEST RUN BETWEEN: 3.5 FT. and 4.5 FT. COMMENTS: SAMPLE OF SAND TAKEN FOR SIEVE ANALYSIS / Lot 16A / Lot 93B I Lot 17A I i I Lot 18 -----�J I L --— N 90'00'00"E 1299.53' / / 12.2'x20.2' SHED- / SEPTIC PIPES 0N - I N n., B. 10' T&E EASEMENT Lot 1 A 98,838 S.F. \N-10' T&E EASEMENTS N 89'57'03"W 299.53' I I I I I I 50.0' Lot 109 I Lot 110 I Lot 111 I I PLOT PLAN ___ AS BUILT _X_ SCALE _ 1==6a__ GRID _ SW 2536Project No. 19_5341A1____ 11500 Daryl Avenue, Anchorage, Alaska 99515-3049 Lang & Associates, inc. (907) 522-6476 Phone �ao00p (907) 522-4625 Fax Professional Land Surveyors ken®langsurvey.com F q Jonathan®langsurvey.com I hereby certify that I have surveyed the following described property: LOT 1A, OZZIES KNOLL (PLAT No. 83-501) Anchorage Recording District, Alaska, and that the improvements situated thereon are within the property lines and do not encroach onto the property adjacent thereto, that no improvements on the property lying adjacent thereto encroach on the surveyed premises and that there are no roadways, transmission lines or other visible easements on said property except as Indicated hereon. Dated this the ! r �_ Day of .� �� _L;. _—___, __U at Anchorage, Alaska It is the responsibility of the owner to determine the existence of any easements, covenants, or restrictions which do not appear on the recorded subdivision plat. 49TH*( KENNETH G. [A G Gi o --LS— 202.••' gJ4G �4OP 0�Zo"ZSSi0NA1- �A o0 AECC963 :.. �RpJE�. .•.•.... o . O I U? 100' PRot RADIUS C ECTIVE WELL M RETAINING WALL 3.5'x5.4' PORCH 6.0'x14.0' DECK / w (-4 O / 6.1'x6.1' PLAYHOUSE Lot 1 A 98,838 S.F. \N-10' T&E EASEMENTS N 89'57'03"W 299.53' I I I I I I 50.0' Lot 109 I Lot 110 I Lot 111 I I PLOT PLAN ___ AS BUILT _X_ SCALE _ 1==6a__ GRID _ SW 2536Project No. 19_5341A1____ 11500 Daryl Avenue, Anchorage, Alaska 99515-3049 Lang & Associates, inc. (907) 522-6476 Phone �ao00p (907) 522-4625 Fax Professional Land Surveyors ken®langsurvey.com F q Jonathan®langsurvey.com I hereby certify that I have surveyed the following described property: LOT 1A, OZZIES KNOLL (PLAT No. 83-501) Anchorage Recording District, Alaska, and that the improvements situated thereon are within the property lines and do not encroach onto the property adjacent thereto, that no improvements on the property lying adjacent thereto encroach on the surveyed premises and that there are no roadways, transmission lines or other visible easements on said property except as Indicated hereon. Dated this the ! r �_ Day of .� �� _L;. _—___, __U at Anchorage, Alaska It is the responsibility of the owner to determine the existence of any easements, covenants, or restrictions which do not appear on the recorded subdivision plat. 49TH*( KENNETH G. [A G Gi o --LS— 202.••' gJ4G �4OP 0�Zo"ZSSi0NA1- �A o0 AECC963 GAAB-HD-I GRE -SER ANCHORAGE AREA BOROUC=4 DEI.=RTMENT OF ENVIRONMENTAL O.UALII\,..,) 3500 TUDOR ROAD ANCHORAGE, ALASKA 99507 279-8686 INSPECTION REPORT ON-SITE SEWAGE DISPOSAL SYSTEM MAILING NAME Zvi G) --r G> ADDRESS.',,>' Y/%iG}� /i//C/_/• PHONE/ " � c> LOCATION /iG�'Ui = jam_ LEGAL DESCRIPTION G�'� /r . �� • /, %' '/i/,/% l��d✓; SEPTIC TANK: NUMBER OF DISTANCE FROM WELL / MATERIAL G�-G'/z COMPARTMENTS LIQUID -- LIQUID CAPACITY >"� GALLONS. INSIDE LENGTH INSIDE WIDTH DEPTH SEEPAGE SYSTEM: SEEPAGE PIT: l X�f� i✓� - '� / �> NUMBER OF PITS OUTSIDE DIAMETER OR WIDTH LENGTH , DEPTH LINING MATERIAL Wil" -1 Ij l �r ` • DISTANCE FROM WELL `�r�", BUILDING FOUNDATION NEAREST LOT LINE�� C� ,/='GLJ TOTAL EFFECTIVE ABSORPTION AREA (WALL AREA) SQ. FT. TILE DRAIN FIELD: / TOTAL LENGTH _ r DISTANCE FROM WELL / FOUNDATIONI�G� NEAREST LOT LINErl�3•�<<J , OF LINES 'S NUMBER OF LINES '.2 DISTANCE BETWEEN LINES TRENCH WIDTH '_;- 1�61 IN. TOTAL EFFECTIVE /�L ABSORPTION AREA � �S SQ. FT. LENGTH OF EACH LINE i DEPTH: TOP OF TILE TO FINISH GRADE DEPTH OF FILTER MATERIAL BENEATH TILE % IN. ABOVE TILE �h -fl �' r DISTANCE FROM r WATER WELL: TYPE? > DEPTH--% BUILDING FOUNDATION. SAMPLENEAREST NEAREST r SEPTIC / SEEPAGE ��"✓��"y/��OTHER LOT LINE/'Z�J � � SEWER LINE/D / TANK j SYSTEM CESSPOOL _V'��, SOURCES DISTANCES DIAGRAM OF SYSTEM DATE G.A.A.B. ffd I Ir - Jct `✓ (f; j r7 ..,_. DATE G.A.A.B. I 1 li GREATER ANCHORAGE AREA BOROUGH 1 � /I, � �OIIORIOf f9 1 p p Q o DEPARTMENT OF ENVIRONMENTAL QUALITY PERMIT NO 3330 "C" STREET ANCHORAGE, ALASKA 99503 ° f TELEPHONE 274-4569 Oh0•hR[O 1[Kt \Oh• SEWAGE DISPOSAL SYSTEM ® APPLICATION AND PERMIT NAME OF APPLICANT '41"-Z— yG� MAILINNG/ADDRESS INSTALLATION LOCATION LEGAL DESCRIPTION INSTALLATION OF: SEPTIC TANK SEEPAGE PIT , DRAIN FIELD 'f OTHER TYPE AND SIZE OF FACILITY TO BE SERVED FINANCED THROUGH SOIL TEST RESULTS /X/ COMPLETION DATE ANTICIPATED / Z� TO BE INSTALLED BY--- FORM Y� NOTE: THIS PERMIT IS NOT VALID WITHOUT SOIL TEST FINAL INSPECTION: 24 HOUR NOTICE REQUIRED. BACKFILLING OF ANY SYSTEM WITHOUT FINAL INSPECTION BY THE DEPARTMENT OF ENVIRONMENTAL QUALITY AUTHORITY WILL BE SUBJECT TO PROSECUTION. SEPTIC TANK SIZE Z TYPE G'�l 'r'"'- SEEPAGE AREA SIZE-f��!� l MINIMUM DISTANCES, REQUIREMENTS FOUNDATION TO SEPTIC TANK FOUNDATION TO SEEPAGE PIT DRAIN FIELD SEPTIC TANK TO SEEPAGE PIT WALL SEPTIC TANK SEEPAGE PIT ^— DRAIN FIELD TO NEAREST LOT LINE. />W�ELL TO SEPTIC TANK ' 7 SEEPAGE PIT /V� DRAIN FIELD �� / ALSO CONSIDER AREA WELLS. WATER MAIN TO SEPTIC TANK DRAIN FIELD /U SEPTIC TANK, SEEPAGE PIT TO RIVER, LAKE, STREAM. SEEPAGE PIT DRAIN FIELD G . CAST IRON INTO AND OUT OF SEPTIC TANK AND INTO CRIB CROSSING GAP OF EXCAVATION 5 FEET INTO UNDISTURBED SOIL. 4 INCH DIAMETER CAST IRON SIPHON PIPES ON SEPTIC TANK AND SEEPAGE PIT FITTED WITH AIRTIGHT REMOVABLE CAPS. GRAVEL BACKFILL CONFORM TO BOROUGH REGULATIONS REGARDING INSTALLATION. G.A.A.B. OR LICENSED DESIGNER DIAGRAM OF SYSTEM 1 CERTIFY THAT 1 AM FAMILIAR WITH THE REQUIREMENTS OF GREATER ANCHORAGE AREA BOROUGH ORDINANCE NO. 28-68 AND THAT THE ABOVE DESCRIBED SYSTEM IS IN ACCORDANCE WITH SAID CODE. DATE APPLICANT'S SIGNATURE FORM NO. EQ -016 July 19, 1973 Mr. and Mrs. Neal Osgood SRA, Box 1730-E Anchorage, Alaska 99507 SUBJECT: Request For Well Distance Waiver To Existing Sewer System, Lot 92, Section 15, T12N, R3W. S.M. Dear Mr. and Mrs. Osgood: Your request for a well distance waiver of 82 feet from your existing private well to your existing seepage pit has been approved by Rolf Strickland, Greater Anchorage Area Borough Chief Sanitarian, for the following reasons: 1. The system has been functioning for approximately eleven years with no apparent problem to any area wells. 2. The well is located on approximately 2 1/2 acres and there is no apparent problem to any area wells. 3. The existing seepage pit is approxim4ely eleven .years old and the Malls are probably somewhat plugged. The 50 foot of drainfield you plan to add to your existing seepage pit is to be located 100 feet from ,your well. This can be accomplished by running cast iron sewer line out and connecting with perforated drain tile. We would like to advise you if you should sell your property in the future, this department's approval could only be given if the sewer system is located the required 100 foot distance away from the well. We appreciate your interest in these matters. If you should need any assisteace in the future, please do not hesitate to contact us. Sincerely, C. Sue McKechnie Environmental Control Officer lb