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HomeMy WebLinkAboutDEER PARK BLK 2 LT 1Deer Park Block 2 Lot 1 #051-042-32 Municipality of Anchorage (� Community Development Department` SEP 10 2018 Pagel of 3 On -Site Water & Wastewater Program 4700 Elmore St. ^ P.O. Box 196650 Anchorage, AK 99519-6650 • http://www.muni.org/onsite • (907)343-7904 ON-SITE WASTEWATER INSPECTION REPORT Permit Number. OSP181150 PID Number: 051-042-32 ❑ New ■ Upgrade Name: HELTON FAMILY TRUST ABSORPTION FIELD ❑ Deep Trench ■ Shallow Trench ❑ Bed ❑ Mound Address: 22021 FAWN LANE, CHUGIAK, AK 99567 ❑ Other Phone: No. of Bedrooms: Soil Rating: Total Depth from original grade: 688-4886 3 0.8 GPD/Sq.FL 11 (MAX.) FL LEGAL DESCRIPTION Depth to pipe invert from original grade: Gravel depth beneath pipe: SEE DWG. FL 3.51 FL Subdivision: Block: Lot: Fill added above original grade: Gravel length: DEER PARK 2 1 SEE DWG. 61 FL FL Township: Range: Section: Gravel width: Beds Number of lines: Distance between lines: 5 FL — FL SEPARATION DISTANCES Total absorption area: 567 umber of trenches: 1 r Dist between trenches: - To Septic Absorption Lift Holding Public/Private From Tank Field Station Tank Sewer Lines So. Ft. FL Well 100'+ 100'+ - 25'+ TANK ■ Septic ❑ S.T.E.P. ❑Holding ❑ Other Manufacturer. capacity. Surface Water 100'+ 100'+ - N/A ANCHORAGE TANK 1250 Gal. Lot Line 5'+ 10'+ - Material: Number of compartments: STEEL 2 LIFT STATION Foundation 10'+ 101+ - Curtain Drain NONE KNOWN Manufacturer: c Gal. Remarks: "Pump on' level at 'Pump off" level at High water alarm at 7ke1 :Pump M d Electrical Inspections performed by. PIPE MATERIAL House to tank D3034 Tank to D3034 drainffeld Installer ARM SEPTIC SERVICES Drainfield D3034 CO/MT D3034 Inspector GEG, Ltd. BENCH MARK (Assumed elevation) 100.00 FL Inspection Location and Description: Dates: 1st 8/14/18 2nd 8/16/18 3rd 8/17/18 4th 8/18/18 DOOR THRESHOLD FOR COVERED PATIO ENGINEER'S SEAL , Community Development Department Approval ,*wa% � OF !N44 ... o ���P •'..., SL♦i Conditional approval: Date: / Aff ®� �............ gm.�......... /.�.� .. ... ............ ..........!00/ ...........eJ Met/'Garnss Approved: � `� i' pp ed Date: ♦s pR� pr1P�®• 1e®s FESS\ r I LICENSE sem• #AECC884 ���®`• Inspection Report _1-1-12.doc PERMIT NUMBER: OSP181150 RECORD DRAWING PARCEL ID NUMBER: 051-042-32 DEER PARK S/D; BLOCK 2, LOT 2A NOTE:•EX4%lIhlG SEPTIC TANK I WAS DECOMMISSIONED PER I �pIUS UPC PER THE CONTRACTOR. 100' WELL CATION I APPROX•LO 1 1 �CISTING \ GARAGE ^\ EXISTING WELL) / I / / / / f/ / 17 -NEW 1250 GALLON \ STEEL SEPTIC TANK W/CONVENTIONAL COATING EXISTING 6m \ 3 BEDROOM M; HOUSE ° �I I 1 I I I ALL RADII DURING CONSTRUCTION. ARM SERVICES HIRED LANTECH INC. AND THEY CONFIRMED SEPARATION TO NEIGHBORING WELLS AND LOT LINES WERE MET DURING THE INSTALLATION. DRAINFIELD 4STALLED FLOW DIRECTOR (FD)/ ' -- • ------, CO2 004 MT3 + . 700' WELL RADIUS I � NEW CONFIRMATION IN PERCOLATION TEST SEE ATTACHED SOIL LOI / I EXISTING 1996 DRAINFIELD TO I BE USED AS A RESERVE SITE LOUIS A. BUTERA, P.E. 1996 TEST HOLE. LOCATION PER 1996 / FAWN LANE ERES SEPTIC DESIGN / - \ /I 100' WELL �p1US APPROX-LOiC CA 7 I DEER PARK S/D; I BLOCK 1, LOT 6 GARNESS ENGINEERING GROUP, Ltd —_ -_-� ENGINEERING 9 SALES o CONSULTING / 3701 E. TUDOR ROAD, SUITE 101 'ANCHORAGE, AK 99507' PHONE (907) 337-6179' FAX (907) 338-3246' WEBSITE: www.gamemengineering.com PREPARED FOR: / _I I \ PAGE NUMBER: HELTON FAMILY TRUST 688-4886 2 OF 3 PROJECT/LEGAL DESCRIPTION: DRAWN BY: DEER PARK S/D; BLOCK 2, LOT 1 J.L.M. N DEER PARK S/D; DATE: ,., RECORD DRAWING OF SEPTIC SYSTEM UPGRADE \ 8/29/2018 BLOCK1,LOT1 WI � I W I I 0I SCALE: 1 1"=40' GARNESS ENGINEERING GROUP, Ltd —_ -_-� ENGINEERING 9 SALES o CONSULTING - 3701 E. TUDOR ROAD, SUITE 101 'ANCHORAGE, AK 99507' PHONE (907) 337-6179' FAX (907) 338-3246' WEBSITE: www.gamemengineering.com PREPARED FOR: PHONE NUMBER: PAGE NUMBER: HELTON FAMILY TRUST 688-4886 2 OF 3 PROJECT/LEGAL DESCRIPTION: DRAWN BY: DEER PARK S/D; BLOCK 2, LOT 1 J.L.M. TYPE OF WORK: DATE: ,., RECORD DRAWING OF SEPTIC SYSTEM UPGRADE 8/29/2018 / 14a ;. �. �..... .j.. .. ...Qm� �#��J,' CE -79 3PRO Ix 7 LICENSE �FESS�**���� #AECC884 ��"` PERMIT NUMBER: OSP181150 RECORD DRAWING LOUIS A. BUTERA 1996 TEST HOLE GRADE= 98.31-98.76 TOP OF TANK AT INLET = 92.1 INVERT OF BUNG NEW 1250 GALLON AT INLET = 91.48 SEPTIC TANK (RATED FOR 10' BURIAL) GRADE = 98.30-99.67 TER FABRIC PARCEL ID NUMBER: 051-042-32 —TOP OF TANK AT OUTLET = 92.09 -INVERT OF BUNG AT OUTLET = 91.31 ORIGINAL GRADE @ HIGHEST POINT = 11 FEET DEEP MAX @ ANY POINT 11 REMOVED ALL CONTAMINATED MATERIAL AND REPLACED WITH r< yrr_r� F t 'irrnaTYPE II PIT RUN TO NEW TRENCH BOTTOM ELEVATION 3.51 FEET OF ��'3 Y'1 _� f'.�.e` EFFECTIVE INVERT OF DISTRIBUTION LINE = 90.97 19 FEET LONG - 1987 TRENCH BOTTOM OF EXCAVATION/NEW DRAINFIELD = 87.46 61 FEET LONG RELATIVE BOTTOM OF LOUIS A. BUTERA, P.E. 1996 TEST HOLE (NO GROUNDWATER) = 81.46 EOF, P..• i ' •1 i ••• ._ GARNESS ENGINEERING GROUP, Ltd . . ............ *: v ENGINEERING, SALES o CONSULTING =- - —_ 3701 E. TUDOR ROAD, SUITE 101 'ANCHORAGE, AK 99507' PHONE (907) 337-6179' FAX (907) 338-3246' WEBSITE: www.gamessengineering.com ..:....'.. ": / ..............10 PREPARED FOR: PHONE NUMBER: PAGE NUMBER: � % Je ey Gar ess HELTON FAMILY TRUST 688-4886 3 OF 3 �� 'J�,I Cr -79 PROJECT/LEGAL DESCRIPTION: DRAWN BY: (�` ��7 1 4Va �� • DEER PARK S/D; BLOCK 2, LOT 1 J.L.M. �0 �FQ ••'•• ...•�''' �,�'o• TYPE OF WORK: DATE: LICENS ®et1 OFESIlk SVJ � •� RECORD DRAWING OF SEPTIC SYSTEM UPGRADE 8/29/2018 #AECC884 FARNESS ENGINEERING GROUP, Ltd � ---------- ENGINEERING, SALES CONSULTING: --- -- 3701 E. TUDOR ROAD. SUITE 101 -ANCHORAGE, AK 99507 -PHONE (907) 3376179 -FAX (907) 3383246' WEBSITE:—gamesse"gl—i" — SOIL LOG - PERCOLATION TEST LEGAL DESCRIPTION: DEER PARK S/D; BLOCK 2, LOT1 PERFORMED FOR: HELTON FAMILY TRUST DATE: 8/14/2018 DEPTH - (feet) _ ORGANICS/LOAM ITEST HOLE #1 1 8 W J O 9 = U) wa 10 F- W 11 —0 w= 12 W F- 13 HZ ma 14 Q Wo 15 00 J LL W 16 W U) 17 B.O.H. 18 GW TO GM SOILCLASSIFICATIONS NET TIME (MINUTES) WATER LEVEL READING NET DROP (INCHES) 8/14/2018 1 10:02 •-e 6" - 2 111111111ML 30 1/2" 5 - 1/2" 3 10:32 - 6" - 4 11:02 :'E ..'1C SWIIIIIIIIIMH 4 -1 /2" GM E -CH 6" - 6 11:32 30 1 - 7/8" 4 - 1/8" 7 11:32 DEPTH TO DATE GROUNDWATER E P$U� FOG�N vo N NO �OEP 1996 PN DATE READING CLOCK TIME NET TIME (MINUTES) WATER LEVEL READING NET DROP (INCHES) 8/14/2018 1 10:02 - 6" - 2 10:32 30 1/2" 5 - 1/2" 3 10:32 - 6" - 4 11:02 30 1 -1 /2" 4 -1 /2" 5 11:02 - 6" - 6 11:32 30 1 - 7/8" 4 - 1/8" 7 11:32 - 6" - 8 12:02 30 2" 4" 9 12:02 - 6" - 10 12:32 30 2" 4" 19 PERCOLATION RATE 7.5 (MIN./INCH) PERC. HOLE DIA. 6 (INCHES) TEST RUN BETWEEN 6.0 FT. AND 7.0 FT. 20 A FOUR HOUR PRESOAK WAS PERFORMED: ❑ YES NO SOILS LOGGED BY: JODY MAUS PERCOLATION TEST PERFORMED BY: JODY MAUS COMMENTS: PERCOLATION READINGS ARE WITHIN 1/16 OF INCH. PERFORMED BY GEG, Ltd. I, JEFFREY A. 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W w¢ k� 41.8' c N cions I log 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: OSP181150 Work Type: Septic Upgrade Tax Code Number: 05104232000 Site Legal Address: DEER PARK BLK 2 LT 1 G:1558 Site Mailing Address: 22021 FAWN LN, Chugiak Owner: HELTON FAMILY 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: C11 Dcpartnicnt 6/25/2018 6/25/2019 41184 ❑ 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 Special Provisions: A percolation test shall be completed prior to construction of the drainfield (location identified on permit drawing). If results require a design change, construction of the system shall stop pending On-site review and approval of a change order. Please submit stamped and signed results with the inspection report. 3 S/15/18 CO t„1 x (a1 ' L 3.5 5(0 5 j d f- H, s4'1/ 11 4Z be SAAndo r Cod -far P cA afire . Received By: Date: Issued By: � x'mA ca-YUA Date: U25/18 MUNICIPALITY OF ANCHORAGE �• 5678 •, ftp '�l —�. t Community Development Department \ - P o . ' Development Services Etpix fT���� 3- 4'47 On-Site Water & Wastewater Program < 20/8 Mayor Dan Sullivan cy� ti On-Site Sewer/Well Permit Application 44, For A Single Family Dwelling Parcel I.D. O 5 - oL1 a - 32. Property owner(s) DARRELL&KATHY HELTON Day phone 688-4886 Mailing address 22021 FAWN LANE, CHUGIAK,AK 99567 Site address 22021 FAWN LANE, CHUGIAK,AK 99567 Legal description (Sub'd, Block& Lot ) DEER PARK S/D; BLOCK 2, LOT 1 Legal description (Township, Section & Range) Lot Size Sq.Ft. Number of Bedrooms 3 APPLICATION IS FOR: APPLICATION IS AN: TYPE OF DEWELLING: (®all that apply) Initial ❑ Single Family(SF) Absorption Field ® (w/wo ADU) Septic Tank ® Upgrade Duplex (D) I 1 Renewal ❑ Holding Tank n Multiple Dwellings ❑ Privy (SF and/or D) Private Well ❑ Water Storage n THIS APPLICATION INCLUDES A VARIANCE/WAIVER REQUEST FOR: NONE 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: S 61 — Waiver Fees: Date of Payment: la - 2-1-1 Date of Payment: Receipt Number: 9q\2 G Receipt Number: Permit No. OSP 18' 1150 Waiver No. (Rev.01/11) GARNESS ENGINEERING GROUP, Ltd ENGINEERING SALES CONSULTING June 20, 2018 Municipality of Anchorage Development Services On-Site Water & Wastewater Program 4700 Elmore Roade Anchorage, Alaska 99507 Phone: (907) 343-7904 Reference: Septic System Upgrade for Deer Park S/D; Block 2, Lot 1 To whom it may concern: The 3 bedroom house on the referenced property is served by a private well and septic system. Per MOA records, the septic system serving the subject property was installed in 1996 and consists of a 1,250 gallon septic tank and a deep trench type drainfield (48 feet long x 3 feet wide with 6 feet of effective). There is also a deep trench type drainfield that was installed in 1987 and is 19 feet long with 8/foot of effective. The owner has recently had some issues with the septic system and noticed the 1996 drainfield was operating at or above the design effective. A diversion valve was installed during the 1996 upgrade but the standpipe was not able to be located. The owner recently hired Arm Services, LLC to locate the missing standpipe for the diverter valve and found that the 1987 distribution line invert was at a higher elevation that the invert of the diverter valve. In short, gravity flow could not be achieved from the 1996 septic tank to the 1987 drainfield. Per the request of the owner, we have designed a septic system upgrade. Louis A Butera, P.E. performed a test hole for the 1996 upgrade and we are proposing to utilize his soil log for the proposed septic upgrade. Attached is a copy of his signed soil log that is on file with your department and the location of the test hole is shown on the attached site plan and design drawings. The proposed septic upgrade shall consist of a 1250 gallon epoxy coated steel septic tank (requested by owner) and a deep trench type drainfield. We are proposing that the 1987 drainfield be excavated, all contaminated materials be removed from the sidewall and bottom of the drainfield. We then propose type Il pit run be added to the bottom of the new drainfield so that the bottom elevation (maximum depth) of the new trench be 11 feet deep maximum form original (existing) grade. Comments regarding the septic design are summarized as follows: 1. SOILS: See the attached logs which shows the soil classifications, groundwater monitoring, and the percolation test results. 2. DRAINFIELD DESIGN: See attached design drawing for drainfield specifications. 3. SURFACE WATERS: No surface waters were observed within 100 feet of the proposed septic system. 3701 East Tudor Road,Suite 101 *Anchorage, Alaska 99507-1259 Phone: (907)337-6179*Fax: (907)338-3246*Website: www.garnessengineering.com Page 2 of 2 4. TOPOGRAPHY: The general topography in this area is generally flat with a slight slope (1- 5%) slope generally running from North to South. There are no steep slope, cutbanks, ditchlines, etc., within 50 feet of the proposed drainfield. In short, there are no slope concerns. Please do not hesitate to call us at 337-6179 if you require further information. Thank you for siyour assistance. - doo rey I arn .E., M.S. Presi.�� es , 3701 East Tudor Road,Suite 101 *Anchorage,Alaska 99507-1259 Phone: (907)337-6179*Fax: (907)338-3246*Website: www.garnessengineering.com C I / / /'/:Y I DEER PARK S/D; / / ,' \ DEER PARK S/D; -—————_ I BLOCK 2,LOT 4 / / / Z \ BLOCK 3,LOT 7 —f--- ____— / \ / / //% \ ' \\ ------� II '/ � \ T15N,R1W,SECTION 2; -1--\I I I \\ N2,NE4,SW4,NW4 //' ll DEER PARK S/D; �� // t ,\\,‘ i \\ BLOCK 2,LOT 3A ce // 1 1 \1 < / t \ Q / \ 10 11\ DEER PARK S/D; \ I 1 BLOCK 3,LOT 6 \ NOTE:THE EXISTING SEPTIC SYSTEM, —— �N I 100'WELL RADIUS 1 1�111; WELL,AND GARAGE LOCATIONS ARE —————_ I APPROX.LOCATION 3._..;, \V 1 1 SHOWN BASED UPON SWING-TES TAKEN —J1—— 1 A ' FROM THE CORNERS OF THE HOUSE. 1 / THE EXISTING HOUSE LOCATION IS �' / 1 1 !_ SHOWN BASED UPON CHARLES E. / DEER PARK S/D; 0A •\ ' 1 ���1} FORGES,L.S.(LANMARK)2002 AS BUILT BLOCK 2,LOT 2A / / SURVEY.UPDATED SURVEY NOT n T, I/ tO 1‘1; REQUIRED AT THIS TIME PER PHONE Y� `.�```— . CONVERSATION GEG EMPLOYEE,JODY c� 1 _ _ 11 MAUS AND DEB WOCKENFUSS WITH THE ` 1' DEER PARK SID; MOA ONSITE DEPARTMENT ON 6/14/2018. EXISTING EXISTING v 1008 rzat 11 1<kj I BLOCK 3,LOT 5 GARAGE 3 BEDROOM 11" NO ENCROACHMENT HOUSE 1 CONCERNS • PROPOSED 1 / SEPTIC SYSTEM / I 1 M.G.S/D;LOT 1 ,' / .\ 4\ PAGE2OF (SEE DESIGN, r - ,/ \ \- ‘1 NO ENCROACHMENT /// �• 3 CONCERNS �� - ' \ 1 \ .\ jr I!!! jyK Ilei -� J `. \�,`� DEER PARK S/D; 1 y ktA.ti• ,/-'� �� BLOCK 3,LOT 4 I 1..'WELLRADIUS "Y:tt:x� / A� / �� ti\ NO ENCROACHMENT 11 Y r +/�,A'N�i ^\ \ ,` CONCERNS / EXISTING 7 i ,, 'c P \ \ 1\ -------- ‘� i SEPTIC SYSTEM —_ — � i \ \11 ��"' �\ / i \\� / 1 tpp'WELL�p1US \\ V /--- • N \ }�,------ I I \LOUIS A.BUTERA.P.E. �,j \,‘„)< � ' I I - 5 ' 1 1996 TEST HOLE ///\ \ 1 ��9�J �� DEER PARK S/D; /�. \ \ ` M.G.S/D;LOT 2 ‘� 1�P� I 1I / \ •, \ �( 1 �„ BLOCK I,LOT 1 /// `� \ \.� NO ENCROACHMENT 1 �4" i /I \ CONCERNS • , °�Q� I I / --- ,`I 1\, p a' P9 1 1 1 veO i-i-Ill' , 1 W( i k, „ ����'��- I �� )---1 O cc U ► j F DEER PARK S/D; �I 77 �`� /' / �w BLOCK 1,LOT6 i j 1 / I i VNI DEER PARK S/D; / �� // /� LL -- BLOCK 1,LOT 2 / // ——— SCALE: ' WWi / /4/,' I I I I/ I \V // / / /' ..��\\\1\\,It • GARNESS ENGINEERING GROUP Ltd • *-1 ' - •*O t% • f • CIVIL&ENVIRONMENTAL ENGINEERS • 3701 E.TUDOR ROAD.SUITE 101•ANCHORAGE.AK 99507•PHONE(907)337.8179•FAX(907)338.3748•WEBSITE:wwer.yemeuenpYreerup.00m ••• if f 0 PREPARED FOR: PHONE NUMBER: PAGE NUMBER: 0 fn 1. (I ' A.Ga, ess : • • 0 . DARRELL AND KATHY HELTON 688-4886 1 OF 3 • �J,.. !'K = PROJECT/LEGAL DESCRIPTION: DRAWN BY: • 43 0 A♦(�• •.•••/ ,•�•••••((, • DEER PARK S/D; BLOCK 2, LOT 1 J.L.M. 1.'�FQ ,.�P\, TYPE OF WORK: DATE: 44 MOFESS\..4. SITE PLAN FOR SEPTIC SYSTEM UPGRADE 6/18/2018 #AECLICENSEC884 1�i• �1v 1 r 'v7 J I `‘ // DESIGN CRITERIA: GEG,Ltd.HAS A 8 PAGE SPECIFICATION S / NUMBER OF BEDROOMS: 3 LETTER THAT PERTAINS TO THIS DESIGN.TO •\/ OBTAIN A COPY OF THE LETTER CONTACT GALLONS PER DAY(GPD): 450 GEG.BY PROCEEDING FORWARD WITH THIS / \\ / PERCOLATION RATE/S: 13.3 MINUTES/INCH INSTALLATION,THE ENGINEER,WELL DRILLER, / '\ DEER PARK S/D; PROPOSED APP.RATE: 0.8 GPD/SQ.FT. CONTRACTOR AND PROPERTY OWNER AGREE 1 '5� BLOCK 2,LOT 2A MINIMUM DRAINFIELD SQ.FT.:563 THAT THEY HAVE READ THESE I , SPECIFICATIONS AND AGREE TO ACCEPT THE I DRAINFIELD DESIGN: TERMS AND CONDITIONS OUTLINED. MAXIMUM DEPTH: 11 FEET AT ANY POINT NOTE:THE CONTRACTOR SHALL I (REMOVE ALL CONTAMINATED MATERIAL) HAVE THE NORTH AND SOUTH LOT I WELD RADIUS WIDTH:3+FEET LINES,AND ALL 100 FOOT WELL I 100ROX 1,OCATION LENGTH: 57 FEET RADII THAT ENCROACH UPON THIS App M.O.A.APPROVED FILL:APPROX.1-2 FEET OF PROPERTY,FLAGGED BY A TYPE II PIT RUN 1 EFFECTIVE: 5 FEET REGISTERED LAND SURVEYOR 1 ACTUAL SQ.FT.: 570 PRIOR TO ANY CONSTRUCTION. 1 PROPOSED 1250 \ GALLON EPDXY `� EXISTING 1987-19 FOOT LONG DEEP / \ COATED STEEL TANK \ TRENCH TYPE DRAINFIELD NOT IN USE.TO �,�/ \��� INSTALL DOUBLE BE EXCAVATED AND ALL CONTAMINATED • INSTALL DOUBLE CLEANOUTS PRIOR' CLEANOUTS MATERIALS REMOVED.REPLACE THE TO TANK.FOUNDATION CLEANOUT IN \ • OVER-EXCAVATED AREA TYPE II PIT RUN. CRAWLSPACE PER OWNER \ INSTALL FLOW A NEW DEEP TRENCH TYPE DRAINFIELD DIRECTOR �� SHALL BE INSTALLED IN THE SAME AREA. �� 'N (SEE DESIGN CRITERIA AND DETAIL \\ ' DRAWING,PAGE 3 OF 3). EXISTING \ O 8 lid GARAGE e SOO -- —— M CO _ .�..•\ MT ' : • EXISTING v 0.111 \ 'DBLE CO'S LOUIS A.BUTERA,P.E. 1996 TEST HOLE. - • 3 BEDROOM m \ LOCATION •PER 1996 f� �' .•s ., p. •• HOUSE i o \I CD ERES SEPTIC DESIGN -�1 1 .'. 1 MT -/'// r '9J;•. LPROPOSEDSEPTIC -- /'' • I TANK TO BE / 's 100'WELL RADIUS I DECOMMISSIONED - / __ ___ I PER UPi,^/EN1 PROPOSED CONFIRMATION EXISTING WELL/ ______=���-�'" IOIst EASEM TEST HOLE TO BE EXCAVATED _-___—_- --f'-- - AO,U PRIOR TO CONSTRUCTION. N /� EXISTING 1996 DRAINFIELD TO / \" BE USED AS A RESERVE SITE //// �/ ‘�N ,/ / / / I _ � I / / • / \ _ �,� _ FAWN LANE _ _ _ �; I / , I/ // W I \` ,— I A - 0o t RADIUS / /// J \\\ I I U it lop '7/ / \\ W I I 1 1I ~ 1, APPR k6CO TI�/S I �I II N \`\ BEOCK 1,ER LOS/D: DEER PARK S/D; i I W I SCALE: \\ J BLOCK 1,LOT 6 I 0 Il 1"=40' \\ 4,403110111‘ 11, GARNESS ENGINEERING GROUP, Ltd . 1. • <., •--• CIVIL&ENVIRONMENTAL ENGINEERS - 0 3701 E.TUDOR ROAD.SUITE 101'ANCHORAGE.AK 99507'PHONE(907)337.6179'FAX(907)338-3246'WEBSITE:www.gamessengiieerIng.00m �• • •• •••• • PREPARED FOR: PHONE NUMBER: PAGE NUMBER: ♦f^ J•• ey ' - ess :4�i II _ DARRELL AND KATHY HELTON 688-4886 2 OF 3 0j0�. ; C 7• '•_� PROJECT/LEGAL DESCRIPTION: DRAWN BY: •�♦ p'... �1Zp I�.•••?� DEER PARK S/D; BLOCK 2, LOT 1 J.L.M. .��p•��'l•,J•,1•�• •••• •••(•• '��'��•P�, 4. TYPE OF WORK: DATE: LICENSE 1,� ESS\ 444•• DESIGN DRAWING OF SEPTIC SYSTEM UPGRADE 6/20/2018 #AECC884 DESIGN CRITERIA: NUMBER OF BEDROOMS: 3 GALLONS PER DAY(GPO): 450 PERCOLATION RATE/S: 13.3 MINUTES/INCH PROPOSED APP.RATE: 0.8 GPD/SQ.FT. MINIMUM DRAINFIELD SQ.FT.:563 DRAINFIELD DESIGN: MAXIMUM DEPTH: 11 FEET AT ANY POINT (REMOVE ALL CONTAMINATED MATERIAL) WIDTH:3+FEET LENGTH: 57 FEET M.O.A.APPROVED FILL:APPROX.1-2 FEET OF EFFECTIVE: 5 FEET TYPE II PIT RUN ACTUAL SQ.FT.: 570 ORIGINAL GRADE FINAL GRADE 4"CLEANOUT 4"CLEANOUT /1r_4MONITORING TUBE 4"MONITORING TUBE OP OP OF F. --TROM TANK • 1= y 11 FEET ,,,, ,, DEEP MAX ANYO P INT 5 FEET OF ; EFFECTIVE '` !C ir REMOVE CONTAMINATED MATERIAL AND 19 FEET LONG-1987 TRENCH-a-- ADD RENCHADD 1-2 FEET OF TYPE II PIT RUN 57 FEET LONG - • 4.4'.:• .:4(-..,,'♦♦ r .*0:77: • GARNESS ENGINEERING GROUP_ Ltd ; '�73: .•1"144' CIVIL&ENVIRONMENTAL ENGINEERS •0.�� • . • 3701 E.TUDOR ROAD.SUITE 101'ANCHORAGE.AK 99507•PHONE(907)337-6179•FAX(907)338-3246•WEBSITE:www.garnessengmeermg con'. • 1 .IN PREPARED FOR PHONE NUMBER: PAGE NUMBER: 0 i, : rey •. 1 ess DARRELL AND KATHY HELTON 688-4886 2 OF 3 ♦�J,• //CE-7 53 ��� PROJECT/LEGAL DESCRIPTION: DRAWN BY: ♦ CV f L U�I$.•'!`. DEER PARK S/D; BLOCK 2, LOT 1 J.L.M. ♦♦AFD •,,,,,,ll••••`•'�'��, .• TYPE OF WORK: DATE: LICENSE ,1 SOI EI -) ri• DESIGN DRAWING OF SEPTIC SYSTEM UPGRADE 6/20/2018 #AECC884 "`� Development Services Department A Building Safety Division i SPG E B G On -Site Water & Wastewater Program 4700 Elmore Road f P.O. Box 196650 a Mark Begich Anchorage, AK 99507 S "AE Mayor www.muni.org/onsite (907)343-7904 Pump Installation Log Well Drilling Permit Number: SW Date of Issue: Parcel Identification Number: 0 5 '1 - 0� 2- 3 2 Legal Description Property Owner Name A d ess: ,Dar rt� _,v 2c) tnr V Ch 4 9 5 („ _4 Pump Installation Date: Te Pump Intake Depth Below Top of Well Casing:,,�'_3 feet Pump Manufacturer's Name: Pump Model: S.5/ -a, Pump Size hp Pitless Adapter Burial Depth: 10 feet Pitless Adapter Manufacturer's Name: A) Pitless Adapter Installer: 04 Well Disinfected Upon Completion? WYes ❑ No Method of Disinfection: Comments: Pump Installer Name: /40 :Ps ANCHORAGE WELL & PUMP SERV. 330 EAST 76TH AVENUE ANCHORAGE, AK 99518 PHONE: 907-243-0740 AWPS.COM Attention: The pump installer shall provide a pump installation log to the DSD within 30 days of pump installation. 1 Municipality of Anchorage Page Of y DEPARTMENT OF HEALTH AND HUMAN SERVICES ENVIRONMENTAL SERVICES DIVISION P.O. Box 196650 0 Anchorage, Alaska 99519-6650 * Telephone: 343-4744 On -Site Wastewater Disposal System and/or Well Inspection Report Permit Number. ' Ott) 9L L9' _ PIDNumber: OS/— 01fZ-- 7Z Name: Wastewater System: EJ New 5E Upgrade ,EL?ON AR2EL1_ 9 L'Ar1LEfN Aeeryy0 AWN LANA c4vi /AK ABSORPTION FIELD Phone: 2 7,9 - 0000 No. o1Bec>tooms: !2 Deep Trench ❑ Shallow Trench ❑ Bed ❑ Mound ❑ Other LEGAL DESCRIPTION Soil Raring: 0• S Total Depth from origmalgrace: PD/S FI Lot: Block: Subdivision: Depth to pipe bottom from original grace: Gravel depth beneath pipe /2, DEERA1RK S Ft Ft Townah,p: 15 N Range: / t _ / 'N Section: /A Fill added above original grace: Gravel length: -.�„ FI Ft WELL ❑New P Upgrade /S?1/✓l P9 Gravel width. Ft Numberoflines: Dua ata Teen tunes Ft. Classife"tion (Private. A.e.C): Total Dill ased To: Total absorption area: Pipe mit � O - D '^� f FRJ VA7-rFt Fl. / SO Ft JI/ Driller: Date Drilled: Static weer Lem* Installer. , f /^ Date In toll d 2 Ft. GJ / yield: Pump Set at C"ng Height Atklva Ground: TANK GPM Ft. Ft, SEPARATION DISTANCES '(septic ❑Holding ❑S.T.E.P. To seotc Abwrpeon Lin t kknq maimcnilinvirts Manufactture' '/ A l Capacdy )n galons: From Tank Fuld Station Tank Sevier Lines /' Welt /D5/ /7-0/ /1/A N/A / 80 Material: S?EEL Number o1 Compartments: 41001 IIIA LIFT STATION Watere Lot 501 50, I 501 Sizeingallons: Manufacturer Line Foundation 7 -(? O IIIA level at "Pmpump onMake 'Pump ofP le High water alarm at: •J 3 Curtain a //^ PuMpl 8 M Iec" Inspections performed by: Drain /t' A BENCH MARK Remarks: &E w TANK ZNCTALLFO w1r 1✓G1�t/ivJ f/AL1/F TASK O1/i�Tfv?:vJ Location and Description: 7 rl'r G iP CA.P U%/• Di,OrN Ri"Jav�Eo U�+-v Ta ///va v.. sA.� Assumed Elevation: TOTAL Of?Cr+ %PENCIi LF..(T,v cs.� •J • ENGINEER'S SEAL N 1• �' jl s a..t :.:t D% 9!0 ave u_n• •.. .•upeaeui•ra a Inspections performed by: E eE-S Dates: 1s 0 :.._ ,, .� ? 2nd /At /Si it. R Lcal: A. EuterO w, a� �p'ee CES7D6 J�' Department of Health and Human Services approval r �a�aForw^„ee .,,1 �ieM Reviewed and approved by. Date: 2-o 96 y .-•..:;y ” r 72-013 IAM. alar) MOA zs Peemit No. -- -!3 V OZ -00 Page 2— of 2 Municipality of Anchorage DEPARTMENT OF HEALTH AND HUMAN SERVICES ENVIRONMENTAL SERVICES DIVISION P.O. Box 196650 • Anchorage, Alaska 99519-6650 • Telephone: 343-4744 On -Site Wastewater Disposal System and/or Well Inspection Report Legal Description: DEER PARK LOT 1 BLK 2 FCR 1260 SUMC TA PID No.: SCALE I"=60' s - MONITOR TUBE 0 - SEWER CLEANOUT b - WELL EASEMENT LEACHEIELD - EXISTING LEACHnELD ELEVATIONS eR ►ems (NOT TO SCALE) 7/24/96 n ENGINEER'S M G�T`00000Op�� 07.6 o F +s' 9• Fo cRr �O�P�• BO. s Op�/J. 49TH TAR[ syr ].l RR.s Q.692's 0... FODU • _ nRrvR 5 N S �. — — — — g=225,RLL MIGFRORp IAC. 123.40 N 89d49'S2' P1 � a ' SFVING TIES A -C = 29.1 D -C = 24.7 A -D = 76.8 _ D -D = 85.3 SCALE I"=60' s - MONITOR TUBE 0 - SEWER CLEANOUT b - WELL EASEMENT LEACHEIELD - EXISTING LEACHnELD ELEVATIONS eR ►ems (NOT TO SCALE) 7/24/96 n ENGINEER'S M G�T`00000Op�� 07.6 o F +s' 9• Fo cRr �O�P�• BO. s Op�/J. 49TH TAR[ syr ].l RR.s Q.692's 0... PAGE (�1 OF 1 MUNICIPALITY OF ANCHORAGE X0.CY\ DEPARTMENT OF HEALTH AND HUMAN SERVICES P.O. BOX 196650, 825 "L" STREET, ROOM 502 ANCHORAGE, ALASKA 99519-6650 aa(( 1 PM ON-SITE WASTEWATER DISPOSAL SYSTEM (UPGRADE) PERMIT PERMIT NUMBER:SW960206 DATE ISSUED: 7/17/96 DESIGN ENGINEER:EAGLE RIVER ENGINEERING SERVICES EXPIRATION DATE: 7/17/97 OWNER NAME:HELTON DARRELL D & KATHLEEN V OWNER ADDRESS:22021 FAWN LN CHUGIAK, AL 99567 PARCEL ID:05104232 LEGAL DESCRIPTION: DEER PARK BLK 2 LT 1 LOT SIZE: 41184 (SQ. FT.) NUMBER OF BEDROOMS: 3 THIS PERMIT: 3 THIS PERMIT IS FOR THE DISPOSAL FIELD SYSTEM ALL CONSTRUCTION MUST CONSTRUCTION OF: 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 DHHS AT LEAST 2 HOURS PRIOR TO EACH INSPECTION. PROVIDE NOTIFICATION BY CALLING 343-4744 ( 24 HOURS ) . (NOT REQUIRED FOR WELL ONLY PERMIT) 4. FROM OCTOBER 15 TO APRIL 15 A SUBSURFACE SOIL ABSORPTION SYSTEM UNDER CONSTRUCTION DURING FREEZING WEATHER MUST BE EITHER: A. OPENED AND CLOSED ON THE SAME DAY B. COVERED, SEALED AND HEATED TO PREVENT FREEZING 5. THE FOLLOWING SPECIAL PROVISIONS. SPECIAL PROVISIONS: RECEIVED B ISSUED BY: DATE: ��o96 DATE: 7,44 Eagle River Engineering services I-ouis Ilutera, P.E. P.O. Box 773294 (907) 694-5195 tel Eagle Riwr, AK 99577-3294 (907) 69.1-3297 fax July 9, 1996 Jim Cross, P.E. Manager, On -Site Services Municipality of Anchorage P.O. Box 196650 Anchorage, AK 99519 Re: Deer Park Lot 1, Block 2 Narrative & Permit Application Dear Mr. Cross: The proposed septic upgrade will have very limited impact on adjacent properties for the following reasons: 1. The surrounding lots are large, allowing sufficient room for septic sites. 2. Immediate neighboring septic systems are all +30' distance. 3. Reserve space is adequate, due to absorption capacity. 4. Drainage will not be affected and is not a major consideration in our design. If you have any questions please call our office at 694-5195. Sincerely, /lam Louis Butera, P.E. \1996\96-060A-NAR.Doc SPECIFICATIONS FOR ON-SITE SEPTIC SYSTEM LEGAL: Deer Park Lot 1, Block 2 07/09/96 A. GENERAL I. The septic plan is for a single family residence only. 2. The drawing and or site plan shall be a part of this specification. 3. All materials and workmanship shall meet the Anchorage Department of Health requirements. 4. All soil tests are advisory to the design and are to be verified or modified in the field by the engineer. 5. All excavations and depths are advisory and are to be verified in the field by the contractor to meet Municipality of Anchorage requirements. 6. It is the responsibility of the owner to obtain all necessary permits or easements and to locate any adjacent multi -family wells. 7. The excavation is to be exactly in the area shown on the site plan, any deviation requires engineer approval. 8. It is always recommended that a surveyor locate the nearest lot line position and the location of any easements. 9. Any remaining open test hole excavations shall be filled. B. SEPTIC TANK 1. The existing septic tank shall be uncovered and inspected for integrity by contractor with a written statement made to integrity. 2. If required, a new, 1,000 gallon MOA approved septic tank shall be installed in the same location as the existing tank. The existing tank will be pumped, crushed and properly disposed of either on-site or off-site. Bid shall include cost of new tank as an option. C. TRENCH 1. The trench is to follow the natural land contour to maintain uniform total depth of the trench bottom. 2. The bottom of the trench shall be level, plus or minus 1.5". 3. The total depth of the trench excavation is not to exceed 11' at any point. 4. The new trench shall be connected into the existing effluent line using a Bull - Run type diversion valve. 5. The effluent line within the trench shall be laid level within 0.03'. 6. The trench gravel is to be covered with typar fabric material. 7. Soil or combination of soil and extruded board insulation to a depth of 3' or equivalent is to be placed over the leachfield. 8. The area over the trench is to be finish graded to prevent ponding of surface water runoff. 9. The septic tank and leachfield must not be closer than 100' to any existing private well, 150' to any Class "C" well, or 200 feet to any community well. RECOMMENDED LEACHFIELD DIMENSIONS: TOTAL DEPTH = 11' GRAVEL DEPTH = 6.5' under pipe, 2" over pipe TRENCH LENGTH = 43' TRENCH WIDTH = 3' SOIL RATING = 0.8 GPD/ftz BEDROOM CAPACITY = 3 SEPTIC TANK = 1,000 gallons if required Twenty-four (24) hours notice required for all inspections. \1996\96-060x-spe.doc NO SURFACE WATER NO KNOWN CURTAIN DRAINS WELL/SEPTIC LEGAL: DEER PARK LOT 1 OWNER: HELTON CONTRACTOR: N/A JOB11 96-060 1 DATE: 7/, SITE PLAN 3LK 2 96 1 SCALE 1" = 51 EAGLE RIVER ENGINEERING SERVICES P.O. Box, 94A A EAGLE RIVER, AK. 99577 (907) 694-5195 FAX. (907) 694— 3297 ® - TEST HOLE • - MONITOR TUBE o - SEWER CLEANOUT - WELL — - EASEMENT - PROPOSED LEACHFIELD - EXISTING LEACHFIELD OF TH % p�� LOUIS A. BUTERA W� *,,.�� CE -6736 EAGLE RIVER ENGINEERING SERVICES P.O. Box 773294 Eagle River, Alaska 99577 (907) 694-5195 ERES Project No.: 96-060 Calculated By: LB Date: 7/9/96 Legal: DEER PARK LOT 1 BLK 2 TEST HOLE 1 Single Family 3 Bedroom Dwelling Deep Trench Subsurface Wastewater Disposal Field Water use at 150 gallons per bedroom = 450 gallons Percolation rate = 13 minutes per inch Wastewater application rate = 0.6 gallons per day per square foot Required absorption area = 563 square feet Trench width (W) = 3 feet Gravel depth (D) = 6.5 feet Required length = Required absorption area / 2 / D Required length = 563 / 2 / 6.5 Required length = 45 feet Total Excavation Depth = 11.0 feet �c............ �f*-, 49 rFi••,.v, �................. T .....-.................. .LOUIS A. 9UTERA.: CE -6736 c TF •........• ,a��d SINGLE FAMILY ON-SITE WORKSHEET ERES PROJECT NUMBER: 96-060 CALCULATED BY: LB LEGAL DESCRIPTION: DEER PARK LOT 1 BLK 2 NUMBER OF BEDROOMS: 3 WATER USE PER BEDROOM: 150 GALLONS PERCOLATION RATE: 13 MINUTES PER INCH DEPTH TO GROUNDWATER: 17 FEET DEPTH TO IMPERMEABLE LAYER: 17 FEET USABLE SOIL STRATA ANTICIPATED DEPTH OF COVER: 4.5 FEET TOTAL USABLE DEPTH: 11 MOUND OR BED SYSTEM USABLE SOIL STRATA DEPTH. 6.5 WASTEWATER APPLICATION RATE: 0.5 GAUSO.FT ABSORPTION AREA REQUIREMENT: 900 SO.FT MINIMUM BED LENGTH 12 FEET WIDE BED 75 FEET 15 FEET WIDE BED 60 FEET TRENCH SYSTEM WASTEWATER APPLICATION RATE: 0.8 GAUSQ.FT ABSORPTION AREA REQUIREMENT: 562.5 SO.FT SHALLOW TRENCH OPTIONS DEEP TRENCH OPTIONS 5 FEET WIDE TRENCH 3 FEET WIDE TRENCH EFFECTIVE REQUIRED TRENCH EFFECTIVE REQUIRED TRENCH DEPTH (FT) ENGTH (FT) DEPTH (FT) ENGTH (FT) 1 98 4 70 2 79 4.5 63 2.5 72 5 56 3 66 5.5 51 3.5 61 6 47 4 56 7 NA 8 NA 9 NA DESIGN SPECIFICS FIELD SYSTEM: GRAVEL DEPTH: TRENCH OR BED WIDTH: LENGTH: TOTAL EXCAVATION DEPTH: D (B=BED, S=SHALLOW TRENCH 8 D=DEEP TRENCH) 6.5 FEET 3 FEET 45 FEET 11.0 FEET r Municipality of Anchorage DEPARTMENT OF HEALTH S HUMAN SERVICES 825 "L" Street. Anchorage. Alaska 99502-0650 SOILS LOG - PERCOLATION TEST PERFORMED FOR: !/t.17-,q/T DATE PERFORMED: -L- 3-f S LEGAL DESCRIPTION: �-�l' ta'�k' �T 'r Z Township. Range. Section: T/S.t/ A/ w Scc fe SLOPE SITE PLAN E• H 6 T1 -T 1 Io�soi 2 d.1J 3 9:2, %.Gw 4- 5- 7 57 i h' yb fcee/ Co.r, rCI 9 10 12 13 14 15 16 17 18 19 20 .r—. WAS GROUND WATER [' ENCOUNTERED) S IF VES. ATWHAT L OEPTFI7 E -•c COMMENTS GM, l�f A,~' 77r., �o77a« qe' 77/ 0"M to War Uff 7-/0 -y6 write ? y talc n.^ Reading Dan Groaa Time Not Time Depth to Water Net OroD I i�L li%Y7 7J "/ie 2 I 12: r7 10....•. 7Y V1 'i /f T ( 12,Ir 8 73 '716 y 11toS ra—:. =_T. IVIP 6 f IS: Io 7y 6 ll: to Io_:_ '7 "//i It/I6 PERCOLATION RATE 17.3 lm.nutavmcnl FERC HOLE DIAMETER 6 �� TEST RUN BETWEEN 6 FT AND FT PERFORMED BY: `••��� I �f- CERTIFY THAT THIS TEST WAS PERFORMED IN ACCORDANCE WITH ALLSTATE AND MUNICIPAL GUIDELINES IN EFFECT ON THIS DATE DATE �,{'"• /6/� ,r �\ MUNICIPALITY OF ANCHORAGE r I; 1 DEPARTMENT OF HEALTH & ENVIRONMENTAL PROTECTION ENVIRONMENTAL ENGINEERING DIVISION \, j! 825 L Street • Anchorage, Alaska 99501 Telephone 264-4720 ON-SITE SEWAGE DISPOSAL SYSTEM AND/OR WELL INSPECTION REPORT NAME PHONEI LKNEW ❑ UPGRADE MAILING ADDRESS —fo S G I r �s LEGAL DESCRIPTION LOCATION - NO. OF BE OOMS O DISTANCE TO: Well /�O / AbsorP���0 f Dwelling - Z f PERM _7 Y WQ Manufacturer /J /J �(� / C Material S�� ` No. of compartme is N F Lin• ca achy in lions 70.0_ IF HOMEMADE: inside length Width Liquid depth O Y JV2 DISTANCE TO: Well Dwelling PERMIT NO. _?< Manufacturer , Material Liquid rapacity in gallons O = DISTANCE TO: Well 7 Foundation Nearest lot 1. / .3 PERMIT PERMIT NO. Lu L LL Z Ztu No. of lines / !c l Length of §aige Total length f 4ne� Trench width inches Distance between lines ~ ¢F O Top of tile to finish grade / Material beneath tile �/ inches Total effective absorption area Lu Length Width Depth PERMIT NO. Q F ul d Type of crib Crib a Crib depth Total effective absorption area W 0DISTANCE TO: WellBuilding foundation Nearest lot line J J Class / Depth Driller Distance to lot fine PERMIT NO. W �+ DISTANCE T0: Building foundation Sewer line Septic tank Absorption area(s) OTHER PIPE MATERIALS SOIL TEST RATING D INSTALLER REMARKSApld / 4 il't pf s FF 71 If - ' fP A OV;D DATE LEGAL 72013 1Rev. 3/781 r'1Ur+l I C I FFL I T•T' nr= Er4c-" QF r-iGE DEPARTMENT HEALTH AND ENVIRONMENTAL OTECTION 825 STREET, ANCHORAGE, AK.. 9. 11 264-4720 • orJ— I TE SE4•lER F}ERt1 I T PERMIT NO. < 810273 ) APPLICANT DARRELL HILTON 205 EAST 4TH. AVE LOCATION PETERS CREEK. LEGAL LOT 1 ELY, 2 DEEP. PARE( SUB LOT SIZE 3:15' 349-q&k&J JS 41188 SQUARE FEET TYPE OF SOIL ABSORPTION SYSTEM IS: TRENCH MAXIMUM NUMBER. OF BEDROOMS = 3 SOIL RATING (SQ FT' )= 85 ;THE REQUIRED SIZE OF THE SOIL S RPjjION SYSTEM I.: �y q� r ,LtiEF'TH= ;1, ' L_ErJG H— 1 (BF -- 'n U 1- E>EF�TH= r f'2• THE LENGTH DIMENSION IS THE LENGTH CIN FEET) OF THE TRENCH OP. DP.AINFIELD. � THE DEPTH OF A TRENCH OR PIT IS THE DISTANCE BETWEEN THE SURFACE OF THE GROUND AND THE BOTTOM OF THE EXCAVATION (IN FEET). THERE IS FJO SET WIDTH FOR TRENCHES. THE GRAVEL DEPTH IS THE MINIMUM DEPTH OF GRAVEL BETWEEN THE OUTFALL PIPE AND THE BOTTOM OF THE EXCAVATION (IFS FEET). F:EG!U I FZEG`• QEF TIC TFIt�Ft� SS I �E= 1 +Ui GF�LLrJt+l PERMIT APPLICANT HAS THE RESPONSIBILITY TO INFORM THIS DEPARTMENT DUPING THE INSTALLATION INSPECTIONS OF ANY WELLS ADJACENT TO THIS PROPERTY AND THE NUMBER. OF RESIDENCES THAT THE WELL I -JILL SERVE. --- TW U < 2 ] I N F`ECT 101 N -r- AFZE FRE=—IDU I Ft EO --- BACKFILLING OF ANY SYSTEM WITHOUT FINAL INSPECTION AND APPROVAL BY THIS DEPARTMENT WILL BE SUBJECT TO PROSECUTION. MINIMUM DISTANCE BETWEEN A WELL AND ANY ON-SITE SEWAGE DISPOSAL SYSTEM IS 100 FEET FOR A PRIVATE WELL OR 150 TO 200 FEET FROM A PUBLIC WELL DEPENDING UPON THE TYPE OF PUBLIC WELL. MINIMUM DISTANCE FROM A PRIVATE WELL TO A PRIVATE SEWER, LINE IS 25 FEET AND TO A COMMUNITY SEWER, LINE IS 75 FEET. OTHER. REQUIREMENTS MAY APPLY. SPECIFICATIONS AND CONSTRUCTION DIAGRAMS ARE AVAILABLE TO INSURE PROPER INSTALLATION. P EF-rl I T EXF=' I RES [>ECEMF3EFR T1s 1S4 1 I CERTIFY THAT 1: I AM FAMILIAR WITH THE REQUIREMENTS FOR ON-SITE SEWERS AND WELLS AS SET FORTH BY THE MUNICIPALITY OF ANCHORAGE. 2: I WILL INSTALL THE SYSTEM IN ACCORDANCE WITH THE CODES. I UNDERSTAND THAT THE OH -SITE SEWER SYSTEM MAY REQUIRE ENLARGEMENT IF THE RESIDENC715 REMODELED TO INCLUDE MORE THAN 3 BEDROOMS. -R-81- 112o Pub Lim SIGNED:_--�-n----------------------- 3qc. GYI t V APPLICANT DARRELL HILTON c.,�IG1_.�c.� uajl orEra e�n1r©1S ISSUED 6 ----- DATEOKkl - V4.0 MUNICIPALITY OF ANCHORAG E. b Z q I Aepartment Health and Environmenta ?rotection 825 L Street, Anchorage, AK. 99501 264-4720 HANDWRITTEN PERMIT WELL A1"/�S&_�S`#rtE- R PERMIT Applicant: � Y /i e /27 Mailing Address: (f05 �`" A(rv/90 Z3 Location: �t � nom. --�� Phone Number: 3 V 9.50 9 3 Legal Description: A6 -Z C C ';W Lot Size: M1,000 Type of Soil Absorption System Is:3IJti: Trench: Drainfield: Seepage Bed: Holding Tank: Maximum Number of Bedrooms: DEPTH Soil Rating(sq.ft/br) The Required Size of the Soil Absorption System Is: LENGTH GRAVEL DEPTH WIDTH The length dimension is the length(in feet) of the trench or drainfield. The depth of a trench or pit is the distance between the surface of the ground and the bottom of the excavation(in feet). There is no set width for trenches. The gravel depth is the minimum depth of gravel between the outfall pipe and the bottom of the excavation(in feet). * * REQUIRED SEPTIC(HOLDING) TANK SIZE = GALLONS Permit applicant has the responsibility to inform this department during the installation inspections of any wells adjacent to this property and the number of residences that the well will serve. * *.* TWO(Z) INSPECTIONS ARE REQUIRED Backfilling of any system without final inspection.and approval by this department will be subject to prosecution. Minimum distance between a well and any on-site sewage disposal system is 100 feel for a private well or 150 to 200 feet from a public well depending upon the type of public well. Minimum distance from a private well to a private sewer line is 25 feet and to a community sewer line is 75 feet. Well logs are required and must be returned to this department within 30 days of the well completion. Other requirements may apply. Specifications and construction diagrams are available to insure proper installation. * * * PERMIT EXPIRES DECEMBER 31, 1 9 3 1 I certify that: (1) I am familiar with the requirements for on-site sewers and wells as set forth by the Municipality of Anchorage. (2) I will install the system in accordance with codes. (3) I understand that the on-site sewer system may require enlargement if te res�i/�den�eremodeled to include more that 3 bedrooms. Signed: )aefY 7Y� �- Issued by: .1 � Applicant Date: `/�az p SWP/024(1/81) n SOILS LOG MUNICIPALITY OF ANCHORAGE .� DEPARTMENT OF HEALTH AND ENVIRONMENTAL PROTECTION O PERCOLATION TEST 925 L. Street, Anchorage, Alaska 99501 2643720 SOILS LOG — PERCOLATION TEST PERFORMED FOR: T)AK ML70" DATE PERFORMED: LEGAL DESCRIPTION: LDT I t�l.ocKz DEFT PRKK FS7YI7ES - 5;c/$D-SLOPE SITE PLAN ORGAN(G COVcR 1 • • %I SILTY 'S AND � S M� � - 2 r 3 - 5 A". 171 18 19 20 COMME GL,MM 541VD POORLY GRADED (SP) WC -1.1. GrRADED -54NOV GRAVEL C GW) 32.0'+ WAS GROUND WATERS ENCOUNTERED? L O P IF YES, AT WHAT E DEPTH? f 4 Q%&W* a6ATl�RATE Z - +(vts a 4Q (minutes/inch) TEST RUN BETWEEN S FT AND /nFT l PERFORMED 8Y: W {-CPN DF RSON CERTIFIED 72.008 (6/79) Gross Net Depth to Net Reading Date Time Time Water Drop A V r Vic . •_ .•.....(1 .•t ;•u f 4 Q%&W* a6ATl�RATE Z - +(vts a 4Q (minutes/inch) TEST RUN BETWEEN S FT AND /nFT l PERFORMED 8Y: W {-CPN DF RSON CERTIFIED 72.008 (6/79) &a1d 'ro Q cp-*Nr-,L, <� a Y w Q to J Q co Y to Q co tT O O Y W z sn ccJ J C • r rt. C � a Y ' �QI, V 5 < Y V � a U V J J � sCC%. a U, W � 1 a 3 J J W O , w m ve 0 W 3 u ce V V Y 0 W z sn ccJ J C • rt. C LW I C i U, J J W O , 4 w C �ii O G ce V V Y W z sn ccJ J C • rt. I C i U, ,v O O O O O F O O O O O O O N N N W at yni I I I 4. zW C .,.1 F-". FW - w w w w O O W z sn ccJ J C • rt. I C i O O O O O O O O O O O O i 4. C w WCCWWWWW w w w w w w w w O C . w W z sn ccJ J C • rt. I C O 0I.., O O O 10. 10.. I.O...� 10.. I.O. 10. I.O. 7. Z C O O O L6 /. !. /. 5. O �. O %. O S. O %. O /. O i O /. O % z � w O O O O O CL C CC d' C G' C CC C C' CG CG w w w w w w w w w w w w u p Y W z sn ccJ J C _ L £RECEIVED INSPECTION APPOINTMENTS ! TIME TI61ETIME C� C,.->L_�- DATE DATE UAI L INSPECTOR INSPECTOR INSPECTOR since June 1975. For wells drilled prior to that date, give well ❑ PUBLIC UTILITY depth (attach log if available.) NICPAUTY OF ANCHORAGE MUNICIPALITY OF ANCHORAGE DEPT. OF HEALTH & DEPARTMENT OF HEALTH & ENVIRONMENTAL PROTECTION ENVIRCNMENTAL KOTECTION / \ 825 L Street - Anchorage, Alaska 99501 ' ) AUG 19 1981 ) � ENVIRONMENTAL SANITATION DIVISION Telephone 264.4720 R4k1E D REQUEST FOR APPROVAL OF INDIVIDUAL WATER AND SEWER FA I E DIRECTIONS: Complete all parts on page 1. Incomplete requests will not be processed. Please allow ten (10) days for processing. 1. P RTY OWNER PHONE I tr_C(. ( 9-,- Lt.— __ MAILING AUURESS 11ZL' [3vx Mo ndi- !4� �msa p7 (9 .yrs PHUPERTY RESIDENT fit different from above) PHONE �� Lvfi / �L� �cr aa PHONE 2. BUYER MAILING ADDRESS 3. LENCI�p INSTITUTIO Set PHONE i d711C eC/-tra! 14 n MAI LING ADDRESS 114 /1 r, J PHONE 4. REALTORIAGENT MAILING ADDRESS 5. LEGAL DESCRIPTION 4 V7` / , STREET LOCATION 1? �anc 6. TYPE OF RESIDENCE NUMBER OF BEDHOUMS ❑ One ❑ Four ❑ Other SINGLE FAMILY Pl�' Two ❑ Five ❑ MULTIPLE FAMILY ❑ Three ❑ Six 7. WATER SUPPLY " INDIVIDUAL' ' ATTACH WELL LOG. A well log is required for all wells drilled -IJ COMMUNITY since June 1975. For wells drilled prior to that date, give well ❑ PUBLIC UTILITY depth (attach log if available.) S. SEWAGE DISPOSAL SYSTEM INDIVIDUAL/ON-SITE" YEAR ONSITE SYSTEMWAS INSTALLED. ❑ PUBLICUTILITY NOTE: THE INSPECTION FEE MUST ACCOMPANY EACH REQUEST BEFORE PROCESSING CAN BE INITIATED. 720101Rev. 61791 r i _, v THIS SIDE FOR OFFICIAL USE ONLY 1. TYPE OF RESIDENCE ❑ SINGLE FAMILY ❑ MULTIPLE FAMILY NUMBER OF BEDROOMS ❑ ONE ❑ THREE ❑ FIVE ❑ OTHER ❑ TWO ❑ FOUR ❑ SIX 2. WATER SUPPLY ❑ INDIVIDUAL ❑ COMMUNITY ❑ PUBLICUTILITY Connection Verified PERMIT NUMBER DEPTH OF WELL DATE GRILLED LOG RECEIVED / �PC4nark 3. SEWAGE DISPOSAL SYSTEM ❑INDIVIDUAL/ON-SITE ❑PUBLICUTILITY_e)f Connection Verified PERMIT NUMBER DATEINSTALLED 1 INSTALLER SOILS RATING ❑Sep2ankor ❑Holding Tank Size: �Z If Tank is homemade give dimensions: TYPE OF TANK MANUFACTURER TOTAL ABSORPTION AREA MATERIAL 4. DISTANCES WELL TO: Septic/Holding Tank Absorption Area Sewer One Nearest Lot Line Absorption Area to nearest Lot Line 5. COMMENTS 1- APPROVED FOR 2— BEDROOMS ❑ CONDITIONAL APPROVAL (letter must accompari certificate) ❑ DISAPPROVED DATE -')-1-�k gy 72010 (Ree. 6/79)