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HomeMy WebLinkAboutGREEN FOREST BLK 2 LT 1Onsite File Green Forest Block 2 Lot 1 #018-011-13 Municipality of Anchorage On -Site Water and Wastewater Section • (907) 343-7904 ON-SITE WASTEWATER INSPECTION REPORT !Permit Number: OSP191463 PID Number: 018-011-13 Page 1 of 3 Dwelling: ❑ Single Family (SF) ❑ with ADU ❑ Duplex (D) ❑ Two Single Family Project: ❑ New ❑ Upgrade Name STEVE PHILLIPS ABSORPTION FIELD Site Address ❑ Deep Trench ❑ Wide Trench ❑ Bed ❑ Mound 12500 NORTHERN RAVEN DRIVE *ANCHORAGE, AK ❑ Other Phone Number of Bedrooms Soil Rating ITotal depth from original grade 907-947-2136 4 *4.0 GPD/SFJ SEE DWG. Ft. LEGAL DESCRIPTION Depth to pipe invert from original grade Gravel depth beneath pipe Subdivision �e-mc-.. Block Lot SEE DWG. Ft. 0.51 GREEN FOREST; Fill BLOCK 2, LOT 1 Ft. added above original grade Gravel length Township Range Section SEE DWG. Ft. 27 Ft. Gravel width Beds: Number of Lines Distance between tines SEPARATION DISTANCES 6 Ft. - - Ft. To From Septic Tank Absorption Field Lift Station Holding Tank ( Sewer Line Total absorption area 1 62+ Ft2 Number of trenches ' Dist. between trenches Ft. Well *50'+ *501x. *50'+ _ 125'+ TANK ❑ Septic ❑ S.T.E.P. ❑ Holding ❑ Other Manufacturer ANCHORAGE TANK Capacity 1500 Gal. Surface Water *50'+ I *50'+ *50'+ _ Material STEEL (EPDXY COATED) _ Number of compartments 2 Lot Line *51+ *5'+ *51+ - NA Foundation 10'+ 10'+ 10'+ _ LIFT STATION Manufacturer ANCHORAGE TANK Capacity Ill Gal. Remarks OLD TANK DECOMMISSIONED PER UPC *CAT II AWWTS Alarm location LAUNDRY ROOM Electrical installed by CAPSTONE Installer A+ HOME SERVICES PIPE MATERIAL House to tank D3034 Tank to D2665 drainfield Drainfield D2665 CO/MTD3034 Inspector MOA (TIM ECKLUND) AND GEG BENCH MARK (Assumed elevation) 98.87/1(6ft Inspection 15' 10/29/20 2�a 10/29/20 Location and description sro 10/30/,% 4111 11/2/20 TOP OF MANHOLE #1/TOP OF FRONT PORCH ON-SITE WATER AND WASTEWATER SECTION APPROVAL Engineers St mp onditional Approval: _oQ6op OD Date �T 70, Septic System Approved va 6"P Date 3/9 4W1 Note: this approval does not include well permit requirements. (Rev 05/02/18) rey A.rness.* Q 9• CE -7 5 G��eaPro tesslono\ #AECC884 PERMIT NUMBER: PARCEL ID NUMBER: OSP191463 RECORD DRAWING 018-011-13 A I R AX1 20.6 15.5 MH1 18.8 20.5 MH2 26.3 21.6 - MH3 28.7 22.5 MT1 21.1 42.6 MT2 409 431 I 50WELL RADIUS 10 6TILITY EASEMENT I\�5 / O \ / I\ / DECK ,• �'; NEW AX20 TREATMENT POD EXISTING A \` RATED FOR 4 BEDROOMS BEDROOM HOUSE NEW 1500 GALLON EPDXY COATED STEEL STEP TANK WITH ADVANTEX COMPONENTS S M I �I Ll I ez LU O I z N DRAIN FIELD I GARNESS ENGINEERING GROUP Ltd ENGINEERING SALES CONSULTING 3701 E. TUDOR ROAD. SUITE 101 • ANCHORAGE. AK 99507 • PHONE (907) 3376179 • FAX (907) 33B-3246 • WEBSITE: vnvw.gamessenglneenng.com PREPARED FOR: PHONE NUMBER: PAGE NUMBER: STEVE PHILLIPS 907-947-2136 2 OF 3 LEGAL DESCRIPTION: DRAWN BY: GREEN FOREST; BLOCK 2, LOT 1 D.J.G. TYPE OF WORK: DATE: ,., SEPTIC SYSTEM RECORD DRAWINGS 3/8/2021 # 4 310 .:...�................• 0...::::...i .......... ..............�.� 0 �n e y A. Girness CE 7953 LICENSE/4 4 I;;;`S"�'��•• #AECC884 / 1 10 6TILITY EASEMENT I\�5 / O \ / I\ / DECK ,• �'; NEW AX20 TREATMENT POD EXISTING A \` RATED FOR 4 BEDROOMS BEDROOM HOUSE NEW 1500 GALLON EPDXY COATED STEEL STEP TANK WITH ADVANTEX COMPONENTS S M I �I Ll I ez LU O I z N DRAIN FIELD I GARNESS ENGINEERING GROUP Ltd ENGINEERING SALES CONSULTING 3701 E. TUDOR ROAD. SUITE 101 • ANCHORAGE. AK 99507 • PHONE (907) 3376179 • FAX (907) 33B-3246 • WEBSITE: vnvw.gamessenglneenng.com PREPARED FOR: PHONE NUMBER: PAGE NUMBER: STEVE PHILLIPS 907-947-2136 2 OF 3 LEGAL DESCRIPTION: DRAWN BY: GREEN FOREST; BLOCK 2, LOT 1 D.J.G. TYPE OF WORK: DATE: ,., SEPTIC SYSTEM RECORD DRAWINGS 3/8/2021 # 4 310 .:...�................• 0...::::...i .......... ..............�.� 0 �n e y A. Girness CE 7953 LICENSE/4 4 I;;;`S"�'��•• #AECC884 / PERMIT NUMBER: C?SP191463 RECORD pRAWING TOP OF MH1 = 98.87 /-- FINAL GRADE = 98.54-98.62 RETURN FROM TOP OF TANK AT INLET = 94.62 ---\ I m AX -20 POD INVERT OF INLET BUNG = 93.99 ADVANTEX SYSTEM WITH AX -20 POD NEW 1500 GALLON EPDXY COATED STEEL SEPTIC TANK WITH ADVANTEX COMPONENTS - RATED FOR 4 BEDROOMS FINAL GRADE = 99.79-99.95 TOP OF MH3 = 98.95 MT INSULATION FILTER FABRIC 0.51T TOP OF OLD j� SAND FILTER % ;' TOP OF SAND/BOTTOM OF BED = 96.78 _/ '!'. SAND = 96.32 �' ^•' ' = ?"ti."• INVERT OF PIPE = 97.29 - 0.25" DIAMETER HOLES 18" ON CENTER PIPE INVERT AT INLET = 95.70 --� BOTTOM OF EXCAVATION = 95.30-95.64 DURING EXCAVATION A,+ HOME SERVICES HAD NOTED THAT THE EXISTING SAND WAS NOT STANDARD MOA APPROVED FILTER SAND THAT IS USED FOR INSTALLATION AT THIS TIME. ALTHOUGH THE SAND WAS APPROVED AT THAT TIME. A+ HOME SERVICES OPTED TO REMOVE ALL EXISTING SAND AND IMPORT NEW SAND. IN SHORT, ALL EXISTING SAND WAS REMOVED AND REPLACED WITH NEW MOA APPROVED SAND TOP OF MH2 = 98.95 FLOAT LEVEL = 94.78 BOTTOM OF PUMP VAULT = 90.95 PARCEL ID NUMBER: 018-011-13 2" INSULATION TOP OF TANK AT OUTLET = 94.59 TO AX20 GARNESS NNE NUPJ ENGINEERING SALES CONSULTING 3701 E TUDOR ROAD SUI E 101 'A NCHORAGE. AK 99507' PHO".E {90]) 3]7{179FAX (M'7036-3246 * V.S5S;Tc: v:.gp:nessengnetrn - PREPARED FOR: PHONE NUMBER: PAGE NUMBER: STEVE PHILLIPS 907-947-2136 3 OF 3 �, LEGAL DESCRIPTION: w L DRAWN BY: GREEN FORESTIt#; BLOCK 2, LOT 1 D.J.G. TYPE OF WORK: DATE: SEPTIC TANK AND DRAINFIELD PROFILE 12/10/2020 10' UDt!lYEASEMfN7 CD 5o v� u^_ s_ W OF �9.: 49 TH Y :a N SHANE A. HOLT..' y' G 44 LS -6914 5Jd re93Iona, 400 IV 89 59'E 209. 74 NO CORNERS SET THIS DATE I HEREBY CERTIFY THAT I HAVE PERFORMED A SURVEY OF THE FOLLOWING DESCRIBED PROPERTY LOI1, &o,K2 GRmwoREsT � _ -Rm THE INFORMATION HEREON IS FOR THE USE OF LENDING INSTITUTIONS SPECIFICALLY TO SHOW ANY A?dCHORAGE RECORDING DISTRICT, ALASKA, A.hD THAT THE CONFLICTS BETWEEN EXISTING STRUCTURES AND PLATTED LOT LINES AE7D/OR EASEMENTS; AND is VISIBLE IMPROVEMENTS SITUATED THEREON ARE WITHIN MOT TO BE USED FOR POSITIONIEIG ADDITIONAL STRUCTURES, IMPROVEMENTS, OR FEHCELINES. THE PROPERTY LINES AND NO VISIBLE ENCROACHMENTS EASEMENTS OF RECORD, OTHER THA7I THOSE APPEARi:IG ON THE RECORD PLAT , ARE MOT SHOWN EXIST OTHER THAN NOTED. NOTE: ( NC -LIN INDICATED) DATED AT ANCHORAGE,ALASKA THIS 4 I -H DAY OF NOTE: FERC,Il RIES THAT HAT APPEAR DE: THIS DRAWING ARE HOT TO BE USED TO DETERit7iE PROPERTY tL'7ES OR POSITZOf7 ADDi TIOHAL IMPR OVEEHEHTS. A-7ARCH , 2021 ANY PAVING SHOWN HEREON HAY BE APPROXIMATE DUE TOEXCESSIVE SNOT! AND/OR ICE. HOLT LAND SURVEYING 9309 GROVER DRIVE 14396 F8199-41,211-55 ANCHORAGE, AK 99587 MUNICIPALITY OF ANCHORAGE On-Site Water&Wastewater Program .N° ��� ,►.�; PO Box 196650 4700 Elmore Road 1� Anchorage,Alaska 99519-6650 Phone:(907)343-7904 Fax:(907)343-7997 { http://www.muni.org/onsite \� ?epartment 4rcHOR^VE On-Site Wastewater Disposal System Permit Permit Number: OSP191463 Effective Date: 10/29/2019 Work Type: Septic Upgrade Expiration Date: 10/28/2020 Tax Code Number: 01801113000 Site Legal Address: GREEN FOREST BLK 2 LT 1 G:2833 Site Mailing Address: 12500 NORTHERN RAVEN DR, Anchorage Owner: PHILLIPS STEVE H & MARGARET Lot Size in Sq Ft: 24223 Design Engineer: GARNESS ENGINEERING GROUP LTD Total Bedrooms: 4 This permit is for the construction of: CEJ Disposal Field 0 Septic Tank 0 Holding Tank 0 Privy 0 Private Well 0 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 /Z / /I 'i Received By: Date: Issued By: PtiGetAlJUS L ( Date: 10 9/19 MUNICIPALITY OF ANCHORAGE (/-09 • Community Development Department i_ Phone: 907343-7904 3 Development Services Fax: 907-`..343-7997 On-Site Water & Wastewater Program 3a Mayor Dan Sullivan On-Site Sewer/Well Permit Application For A Single Family Dwelling Parcel I.D. 018-011-13 Property owner(s) STEVE PHILIPS Day phone 907-947-2136 Mailing address 12500 NORTHERN RAVEN DRIVE*ANCHORAGE,AK 99516 Site address 12500 NORTHERN RAVEN DRIVE "ANCHORAGE,AK 99516 Legal description (Sub'd, Block& Lot) GREEN FOREST ; BLOCK 2, LOT 1 Legal description (Township, Section & Range) Lot Size Sq.Ft. Number of Bedrooms 4 APPLICATION IS FOR: APPLICATION IS AN: TYPE OF DEWELLING: (®all that apply) Initial ❑ Single Family (SF) Absorption Field ® (w/wo ADU) Septic Tank ® Upgrade Z Duplex(D) ❑ Renewal ❑ 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: 3----q1'i17 Waiver Fees: Date of Payment: /0r/0_(5 Date of Payment: Receipt Number: Ao 4 O(S1-134 Receipt Number: Permit No. DSP 1 CI f f 6; Waiver No. (Rev 01/11) i 14' GARNESS ENGINEERING GROUP, Ltd ENGINEERING SALES CONSULTING -___ October 17TH, 2019 Municipality of Anchorage Development Service Department On-Site Water & Wastewater Program 4700 Elmore Road Anchorage, AK 99507 Ref: Proposed Septic System Upgrade for Green Forest; Block 2, Lot 1 To whom it may concern: The existing 4-bedroom house is served by a private well and an Orenco Reactex system with an upflow filter that was installed in 1999. The Drainfield is currently in a state of failure. Per conversations with the owner, he would like to upgrade his existing system to a 4-bedroom system. We are proposing to decommission the existing septic tank (believed to be coal-tar coated 3/16-inch steel) and treatment components. We are proposing to install a new 1500- gallon Advantex Septic tank, pump vault & a new Orenco Advantex panel with Vericomm monitoring and one AX-20 pod. Additionally, we are proposing to excavate the drainfield down to the contaminated material and rebuild the proposed drainfield at an elevation of 0.1 higher than the existing trench. We are also proposing to slightly expand the existing drainfield to 156 ft2 to adequately size the drainfield for 4 bedrooms (see attached design drawings). Comments regarding the design are summarized as follows: 1. SOILS: See the 1998 testhole by Alaska Water & Wastewater which show the soil classification, percolation test, and groundwater monitoring. 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. Sincerely, Jeffrey A. Garness, P.E., M.S. President 3701 East Tudor Road,Suite 101 *Anchorage,Alaska 99507-1259 Phone: (907)337-6179*Fax: (907)338-3246*Website: www.garnessengineering.com u I JL -9 _ _ Li L)__, r HUFFMAN ROAD T12N R CET12N PW SECTION 29 29 PARARCELL 2 2 ED PARCEL 4C n � ice_— HUFFMAN HILLS , .... / NORTH#2'.BLOCK / \ 2.LOT 19 / I" L� f . _ L SERVED BY PUBLIC WATER AND SEWER QLI7 - \�\ L / I 100'WELL '�DIUS // 1 V \ \ GREEN FOREST. \ 1 \ \ — BLOCK 2,LOT 2 \ I 100'WELL RADIUS I 1 I 1 \ I 100'WELL RADIUS 11.— 0 ,..\ cr I / \ \\\_ .�- c / -I _ ) ., o , \ i a _ zr _V—S-13 0 \ !:,„ / 1 HUFFMAN HILLS;NORTH —Th__.#2;BLOCK 2,LOT 20 SERVED BY PUBLIC WATER AND SEWER ji— ik GREEN FOREST#1; 414111111:":// ij BLOCK 3,LOT 1 O/ il O// // — LO ��/ / if r 1 / Il \ 100' 100'WELL RA:US I I i � I I • GARNESS ENGINEERING GROUP, Ltd 4` *..7� �'; ,- ENGINEERING SALES CONSULTING A 0 3701 E.TUDOR ROAD,SUITE 101'ANCHORAGE AK 99507'PHONE(907)337-6179•FAX(907)338-3246'WEBSITE www garnessengineefrg.com ' i . ^•7t i.• PREPARED FOR: PHONE NUMBER: PAGE NUMBER: ♦ Je; ,-1 arne - SL = STEVE PHILIPS 907-947-2136 1 OF 2 ♦j J,•• E 95 •:, • PROJECT/LEGAL DESCRIPTION DRAWN BY: ♦♦(�`� ••;J••I U [l (e •(` GREEN FOREST; BLOCK 2, LOT 1 D.J.G. •�co •'�/''y'-'' • ((`��'��\\p\, 4. TYPE OF WORK: DATE: LICENSE 1,',�„`����•• SEPTIC SYSTEM DESIGN UPGRADE 10/8/2019 #AECC884 J i. 1 \ \ .1 I L.\ DESIGN CRITERIA:J GEG,Ltd.HAS AN 8 PAGE SPECIFICATION LETTER NOTE:THE CONTRACTOR THAT PERTAINS TO THIS DESIGN.BY PROCEEDING SHALL HAVE THE EAST,WEST, NUMBER OF BEDROOMS:4 FORWARD WITH THIS INSTALLATION.THE SOUTH LOT LINES AND ALL GALLONS PER DAY(GPD):600 ENGINEER,WELL DRILLER,CONTRACTOR AND WELL RADII FLAGGED BY A PERCOLATION RATE/S:SEE 1998 DESIGN LETTER PROPERTY OWNER AGREE THAT THEY HAVE REGISTERED LAND SURVEYOR PROPOSED APPLICATION RATE:4GPD/FT' READ THESE SPECIFICATIONS AND AGREE TO MINIMUM DRAINFIELD SQ.FT.:150 FT' ACCEPT THE TERMS AND CONDITIONS OUTLINED./ PRIOR TO CONSTRUCTION. DRAINFIELD DESIGN: \ \— \ I MAXIMUM DEPTH:AS NEEDED TO EXCAVATE I /II I \ OUT ALL CONTAMINATED MATERIAL WIDTH:6 \/ LENGTH:26 FEET T12N R3W SECTION 29 I M.O.A.APPROVED SAND FILTER:AS PARCEL 4C \ — NEEDED TO REBUILD THE PROPOSED / \ I I \ DRAINFIELD AT AN ELEVATION OF 0.1 FEET I HIGHER THAN THE EXISTING TRENCH M.O.A.APPROVED SAND FILTER: I 10'UTIi�ITY EASEMENT / I 1 EFFECTIVE:0.5 FEET ACTUAL SQ.FT.:156 FT2 I I \\ / I I * --LAD I 100'WELL RADIUS / I . EEI \ 1 I � W I I , \ � / oo <<RA U �:::. I El \ — — � / Z I PROPOSED 1500 GALLON ADVANTEX TANK \ / / WITH NEW ORENCO ADVANTEX PANEL WITH •' VERICOMM MONITORING AND 20"DIAMETER ' MANHOLE ON FIRST COMPARTMENT / �� . . I / 0 csi \ / . ';•.',. I NEW AX-20 /`v� 0 AEROCELL POD *� / I 0° I u `� O I 0 4 I Z \ / / • &•Hwi- joi cii - - — J I J_ GREEN FOREST;BLOCK 2,LOT 2 'ROPOSED DRAINFIELD QZQ I U- U- NEW ORENCO -- _ PUMP VAULT _ ---i O`N8�Ft0 oRN I N N S I . ALE: I --40 ���....%4 . 44 ... . 4 .t A -.A GARNESS ENGINEERING GROUP, Ltd • '• , • ,'' 1. ' :. • ENGINEERING•SALES•CONSULTING ii ....el i 3701 E.TUDOR ROAD,SUITE 101*ANCHORAGE,AK 99507'PHONE(907)337-6179'FAX(907)33&3246'WEBSITE:www.gamesserglnee4Y g.com • • , PREPARED FOR: NUMBER: PAGE NUMBER: 0 J.-•• y ' Garn-: c W STEVE PHILIPS 1PHONE 907-947-2136 2 OF 2 ����J;% fCE7953 ' �."= PROJECT/LEGAL DESCRIPTION: DRAWN BY: .. ••••••• 10/1/la•1 ar GREEN FOREST; BLOCK 2, LOT 1 D.J.G. . •.•(`'��P� �4. TYPE OF WORK: DATE: LICENSE 44 1 „S`,._1•• DESIGN OF SEPTIC TANK UPGRADE 10/9/2019 #AECC884 J N8959'E209.74 lir V ar IYCXAOFF/Jf.F \ kr OIRIIYEASN.eNI ts st l' O' ' a \1\r.:\\\ o 0° a � ^. ti k ,...,\ 0 ., CD D• I _-- Qi \ \ i j .. , :7„,,AvR• \ CARPORT` • '^ '` ` r 000O4p00 o�OF AL044 o�P q�' �p \ • �. 49 RI %� Y�DO o 0 ., S` .i, f� s • ~ o 001. SHANE A.HOLT 0 4 �Onf LS-6914 y;O4O 440 ArO fes 5lonal ‘ o N 79 50,E 50.10 \)k,%...4 SNOWO p pR�VE ASBU/LT SURVEY 1" =30' NO CORNERS SET THIS DATE I HEREBY CERTIFY THAT I HAVE PERFORMED A SURVEY OF THE FOLLOWING DESCRIBED PROPERTY LOT l BLOCK2, %ENFGRESTUNIT 1 THE fNFORMATIOM HEREON IS FOR THE USE OF LENDING IMSTITUTIOMS S►ECIFICAILT t0 SNOW AMT ANCHORAGE RECORDING DISTRICT, ALASKA, AND THAT THE CONFLICTS BETWEEN EXISTING STRUCTURES AND PLATTED LOT LIMES ANO/OR EASEMENTS; AND IS VISIBLE IMPROVEMENTS SITUATED THEREON ARE WITHIN N OT TO BE USED FOR POSITIONING ADDITIONAL STRUCTURES, IMPROVEMENTS, OR FENCELLMES. THE PROPERTY LINES AND NO VISIBLE ENCROACHMENTS EASEMENTS OF RECORD, OTHER THAN THOSE APPEARING ON THE RECORD PLAT , ARE NOT SHOWN EXIST OTHER THAN NOTED. HEREON C UNLESS INDICATED) DATED AT ANCHORAGE,ALASKA THIS 23RD DAY OF N OTE: FEMCELLMES THAT NAT APPEAR OM THIS DRAWING ARE NOT TO BE USED TO DETERNNE SFPTTMBER , 2919 PROPERTY LINES OR POSITION ADDITIONAL IMPROVEMENTS. ANT PAVING SHOWN HEREON MAY BE APPROXIMATE DUE TO EXCESSIVE SNOW AND/OR ICE. HOLT LAND SURVEYING 9399 GROVER DRIVE ANCHORAGE,AK 99597 14394f81.99-41 34S-SS13 �i3,N Anchorage Bowl ti _. r •" 4 4'39932 cz 11721 ti 0 Municipality of Anchorage Huffman Roes • , 1201 10666 ,E 10667 1201 tib ve�m S h` $'j ti- i R {,, 1 1�1 • / ro� 0920 4' �g19S\ - ¢ �Wl�� 't ��) W >~r = r,tib o ryy�,\ b .. 14.1S:-0/ • { 1 ry • fi - >`' o9 Pipe Types %al% �p �� "lr - r x , .. ,'�- .�0 i ABS IoniUileAutadiene-Styrene I O r�' c AC Asbestos Concrete 4 j ao S0 ,,.. Li woof ,�rrl..... CC Concrete Cylinder Ic.....T r,.. _2 $ w�A„I - CI Cast Iron CIPP Cured In Place Pipe -'^ 4' c CMP Corrugated Metal Y L. . . til r,,. yen _ •t°A0919 i CN Concrete .��...,. ((/ CU Copper 1 .; �• Latie G,oy � ,.8*p \t DI Ductile Iron `I�` , p0i v.�,� --:�/ 1 'I FC Formed Concrete -1 tig M .� ! E� GI Galvanized Iron M1^ 19� -" g o HDPE High Density Polyethylene no Y i. d 13 MLC Mortar Lined Concrete .. .. ,.. e ti� ' • • I. . PE Polyethylene co. . ' �a 110919 PVC Pdyvinylohionde RC Reinforced Concrete ••• - ' - ST Steel 631 Unknown :: ,f' 4.• eo Tc nie UNK Unknown • • 7 Fe•;* '-I . nr nAw'w VC Verified Clay A. ,,. WS Wood Stave Legend - .'10921 NP No Prkl Welded Steel 8- \h .fiti • Private System • s • r 5373 0 8 '_" .: 4A 801 01 t (( i�- +,�f � $ .� © L-' + o 0 ey 59 �„ c tis 1 I14D1 1 e' B ' R N ...._o.... .f0 q� $ .< _ 4' - 8Dl nA ❑Y ......,..,.. ,. • 4 � tJ r. ... r.". '1�' ern ®... § , m ... •� ",\p 1, ,\•1". _ 4 ,801 R5,y' ..p 4' 5373 0 Iso 300 600 ®.....°... _ 0 wog... WELL 31:H FFh1AN Vikgl HOUSE Feel 12 10 1� 9 -k AND WELL PUMP I 1°� Map Created:09/1112019 W W"„.... P. 1...4.9... .i'. t �l PLAN SETS:3758,4342.5004 0 r..-. • • • 1�• SCADA PH13B A's 10709 c�. , 10922 6? ,� 1 11086 PLAN SET:8476 o Legal: `e loos d ' NE 1/4 Sec29 T12N R3W ti \,, f� Pt, :� •o,�o �.�....n.ro.�. ''-....�...,.-.,.,�. J 1y ,� NO .0A., ? �i0 - - Ip l\_.._ ,\•_. _,',\2i 6%1' CO 4: g 0�`5�/ ry 1, • a1 . 6 yrs„ r . INFORMATION AND DATA CONTAINED ON THIS DOCUMENT ,:h 01 i • Sg16 cr0 I 1201 4' IS NOT TO BE CONSIDERED ACCURATE AND THC S., .. 'ti \\:�,.'. l\'2;..1.1 ?h._?;-,\\'• MIINOIPALITY OF ANCHORAGE ASSUMES NO LIABILITY FOR DAMAGES OCCURNG AS A RESULT OF USING .�� 1 THIS OOCLA.ENT.FOR THE LATEST AND AK13TLPTO DATE 0 h� 411 • �ti1108A `° ,� '” ,... INFORMATION YOU ARE URGED TO CALL THE ANCHORAGE WATER M WASTEWATER UTILITYiz. AT (9071 561-2725 BEFORE STARING OPERATIONS. 1rg0 \p ..n, � p _ SW2833 Grid Number Water Distribution System aa00 1 MUNICIPALITY OF ANCHORAGE ADVANCED WASTEWATER TREATMENT SYSTEM MAINTENANCE AND REPAIR AGREEMENT THIS MAINTENANCE AND REPAIR AGREEMENT, herein the"AGREEMENT" made and entered into as of thisQG( Day of At to of 20 j 9 , by and between // . /h c//,j3 , herein the"OWNER," and the Municipality of Anchorage, herein the"MUNICIPALITY", in accordance with Anchorage Municipal Code (AMC) 15.65.365. In consideration of the mutual covenants contained herein, the parties to this Agreement agree as follows: 1. Advanced Wastewater Treatment Systems. The Municipality grants permission to the Owner to utilize and operate an Advanced Wastewater Treatment System (AWWTS), described as /9-1)01411.) TZ' �C located at(legal description) l LL .' Cat 5 2. Maintenance,Repairs and Alterations. (Owner is required to read, understand and initial each section) lap Throughout the term of this Agreement, the Owner shall enter into a service agreement with an AWWTS service and maintenance provider approved by the Municipality or the manufacturer's representative. The AWWTS shall be maintained in a satisfactory condition capable of performing as designed and producing treated septic effluent in accordance with the equipment's approval for operation in the Municipality. eke It shall be the responsibility of the Owner during the term of this Agreement to pay for all repair(s), maintenance, adjustment(s), replacement costs, and inspection costs. This includes an annual maintenance fee(typically $400 to $600). 64 Owner agrees that only maintenance and repair personnel approved by the Municipality or the manufacturer's representative will inspect and make any necessary maintenance, repairs or permitted alterations to the system. 4# Owner acknowledges that regular maintenance of an AWWTS reduces the potential failure of the system, which could include sewage backup and costly repairs or drainfield replacement. (rev. 05/18/2018) Page 1 of 3 • 'i4° Owner acknowledges that the Municipality may request records of maintenance and repairs from the manufacturer's representative or maintenance provider. OP Owner acknowledges that the fine for failing to maintain and repair an AWWTS may be assessed in accordance with AMC 14.60.030. filP Owner agrees to grant the Municipality reasonable access to test and inspect the AWWTS. The Municipality will give at least 24-hour notice. if Owner agrees that any sale or transfer of title of the property will not occur without a new Certificate of On-Site Systems Approval. Owner agrees that the AWWTS installation and maintenance requirements as provided by the AWWTS vendor/installer and approved by the Municipality are the governing guidelines for the construction, maintenance and repair of the Owner's AWWTS. '4 Owner agrees to maintain remote monitoring of the AWWTS as required by the AWWTS approval. 3. Term. The term of this Agreement shall begin on the date of approval by the Municipality to operate the installed system, or upon transfer of title, and shall continue while the AWWTS is operational or until title is transferred. 4. Nonwaiver. The failure of the Municipality at any time to enforce a provision of this Agreement shall in no way constitute a waiver of the provisions, nor in any way affect the validity of the Agreement or any part hereof, or the right of the Municipality thereafter to enforce every provision hereof. 5. Amendment. This Agreement shall only be amended by authorized representatives of the Owner and Municipality. Any attempt to amend this agreement by either an unauthorized representative or unauthorized means shall be void. 6. Jurisdiction: Choice of Law. Any civil action arising from this Agreement shall be brought in the Superior Court for the Third Judicial District of the State of Alaska at Anchorage. The laws of the State of Alaska shall govern the rights and obligations of the parties under this Agreement. 7. Severability. Any provisions of this Agreement decreed invalid by a court of competent jurisdiction shall not invalidate the remaining provisions of the Agreement. (rev. 05/18/2018) Page 2 of 3 OWNER: By: / J 7 (signature) Date: ta/ .149 ,k/403- (print name) STATE OF ALASKA ) ) ss. THIRD JUDICIAL DISTRICT ) The foregoin Instrument was acknowledged before me thi )8`'day of(_K_,.v&z , 2011, by ' �1 ✓3 Le„.0.— ‘. sp. BL ,'i NOTARY PUBLIC FOR ALASKA f My Commission expires: Zalb t2, 2 1 1 i• pTgq * • 031-A0:6. •y _ * = �gLAG co MUNICIPALITY: 'ii����F'P�A-;;\•%%�`` By: ae/0,1 Q Cii) (signature) Date: I o /c� 1 q Rete e CA U ,rr'oL ( (print name) Title: (rev. 05/18/2018) Page 3 of 3 Municipality of Anchorage Page 1 of__5 DEPARTMENT OF HEALTH AND HUMAN SERVICES ENVIRONMENTAL SERVICES DIVISION P.O. Box 196650 Anchorage, Alaska 99519-6650 Telephone: 545-4744 On-Site Wastewater Disposal System and/or Well Inspection Report Permit Number: SW990071 PID Number: 018--011--15 Name', STEVE PHILLIPS Wastewater System: [] New · Upgrade Address: 12500 NORTHERN RAVEN DR. ANCH, AK 99516 ABSORPTION FIELD** Phone: No. of Bedrooms: 3 [~ Beep Trench · Shallow Trench E] Bed [] Mound · Other LEGAL DESCRIPTION ,o,, Ro.n~:0 ~puc~o..*~ GPD/S.. rL Tote. ,,pths.5,,om (AVG.)***°"g'n°' grade: rt. Lot: 8lock: Subdivision: D~pth to pipe bottom from original grade: Grovel depth b~neath pips: 1 2 GREEN FOREST 2.0 (AVG.) rL 0,52 Township'. Range: Section: Fill added above oflglnal g~de: Grovel length: - - - 0.5- 1.0 FL 26' rt. WELL:* · New [] Upgrade r~ 1 - it, clae¢flcatron (Private. A.B.C): Total Depth: Cased To: I Total obeorpUon area: Pipe mateflor:ASTM D-3034/F-810/ PRIVATE 1 O0 Ft. 1 O0 Ft, 1 30 SQ. Ft, SCH 40 PVC/HOPE Ddlren Date Drilled: Static Water L~veI: Installen Dote installed: HEFTY 5/3/99 73 rt. A+ HOME SERVICES 5/26 - 27/99 11eld: OPM Pump Set At: Ft. Casing Height N~ove Ground: 12 - 1.5+ rt. TANK SEPARATION DISTANCES [] Septic [] Ho,d~ng · S.T.E.P. To Septic Absorpt on I Lift Holding Pub]lc/Prlvete Monufacturen Cop~clty in gallons: :'rom Tank Field Station Tank Sewer Un. ANCHORAGE TANK 1500 Well 100'+ 100'+ 100'+ - 25'+ STEEL 2 Surface 100'+ 100'+ 100'+ - - LIFT STATION Water Lot 5'+ 10'-~ 5'4- -- Size in gallons: Monufacturen Line - 1500 ANCHORAGE TANK/ORENCO SYSTEMS "Pump on' level at: I"Pump off' level ab High water ulorm Foundation 5'+ 10'+ 5'+ .... TIMER ACTIVATED- 46" Drain · NONE KNOWN ~ P11 0515HHF M.O,A. I I Remarks: *OLD WELL ABANDONED PER AMC 15,55.060 BY BENCH MARK Location o~d Deecdpflon: A+ HOME SERVICES. TOP OF FRONT PORCH, ** THIS IS AN INNOVATIVE REACTEX SYSTEM (REClRCULATINO SEPTIC TANK AND UPFLOW FILTER SYSTEM). 100.79n Ft, Inspections performed by:. AWWC, INC. Dates: 1st 5/26/99 ......... /~'~ "'t~ ....... ; .... 3rd 5/27 - 28/99 PERMIT NUMBER: AS BUILT DRAWING PARCEL ID NUMBER: SW990071 - 018-011-1.3 i I'",,, I I ... I I / " ~ / ",, 10' UTILITY EASEMENT ~ / \ x ~01 11.7 17.2 - -x Il ~ x ST1 14.2 15.3 - x // ~ x\ MH 22.2 10.5 -- \, ,----~ .~ NEW WELL /! k x C02 - 14.5 48.8 ~\ ISHEDt / // ~. xx SP - 15.7 48.9 \ l___.]/ /// ~ xC05 - 16.4 59,5 I .,9/ / I , . ~ MT1 - 27.4 38.6 ~ 0~.9~"' // / ~ c04 - 40.8 45.6 ~ ~,,-F" ,' / 0WELL ~. ~"-. \. I r-,6~ ×/ ../ -- / I/ '"-2, /~ .-;/'i--/ gXs X.~ow~~ ~~._ / __--" / - MT1 / '~' / ~.~' N~ UPFLOW PORT (SP) ....... ~- FILTER - ~AS~ WATER ~ WASTEWATER CONS~T~TS, ~C. ~ 8901 BE~R ROAD, SUrE 2B. ~0H0~GE, ~, 99504 GREEN FOREST S/B; LOT 1, BLOCK 2 AS-BUILT DRAWING OF SEPTIO SYSTEM UPGRADE j,, STEVE PHILLIPS 249-t 257/~45-56~2 '... DATE'.6,5,99// D~WN BY: SCALE'. PAGE'. -%%er~ K.D.W. 1 = 50' 2 OF 5 '~ror~s~ A B C 001 11.7 17.2 - ST1 14.2 15.3 - MH 22.2 10.5 - C02 - 14.5 48.8 SP - 15.7 48.9 C05 - 16.4 39.5 MT1 - 27.4 38.6 C04 - 40.8 45.6 "~"'" "~":~w,,,oo,, AS - BUILT DRAWING 4" ¢ IN~A~ ~E kl~ ~OM ~ N~W ~EOM ~CIEC~Afl~ CFflC ~1~ ~~ A~AS~ WATER ~ WAST~WATER CONS~T~TS, ~C. 7520 E. CHESTER HEIGHTS CIRCLE, ANOHO~SE, AK 99504~bl ~ j~&%~ ...... ; '~'¢~00{'"'~ LEGAL UESCEIPTION: GREEN FOREST S/D; LOT 1 BLOCK 2 ............. ~PE OF WORK: ,~-,U,,T o~ ~,,,c ~ST~ (,.U.~. ~Y~T~,) STEVE PHILLIPS 249-1257/345-5652 j ~ATE:6/21/99 JO~WN BY: SCALE: PAGE: -~ eCpr s. oOO~~ K.D.W, N.T.S. 5 OF I WATER WELL RECORD STATE OF ALAS'KA DEPARTMENT OF NATURAL RESOURES Division of Geofogicol 8, Geophysicol Surveys LOCATION OF WELL (Pleole ¢omplele ullhor Ia. lb or lc ) IC'~.JDISTA.CE AND O'RECTION FROM ROAD INTERSECTIONS ow.E. DE Address: WELL OEPTH: (fino~ I 5. DATE OF COMPLETION E. WELL LOG Fool Below t,~o )oriel Type Top Eiollom MtL..'~ic:,~li!y ¢ [ Anchor~ gO Dept. ~1~ uman Ser rices 7. USE:~ Oome,l[c [] Public Supply [] Indulhy [] Irrigollon [] RIlcho'g' [] Co .... i¢ol [] Tefd W91[ ~ Other: 8. CA~NG: ~ Threodod ~W,[d.d FINISH OF WELL: Slol/Me ~.h She: Length: Sol belween fl. ond fl Bock filling Grove[ pock I :O. STATIC WATER LEVEL:. ~ __fl, U Above or [] Below lend lurfoce Dote Equipment used: II . PUMPING LEVEL below lend lurfoce end YIELD __fl. of let __hr3. pumping g.p m -- fl. oiler hrs. pumping g.p m /2.GROUTING Well Grouled: ~Yel [] No Molerlol: E~ Neat Cemenl E~ Other: ~[ i.~,~.- ~.ML~ ~'~_~,~ Iq REMARKS: 15. Wofor Temperolure _ (907) 345-0593 ..... o [] ~ [] C June 9, 1999 6901 Debam '2'}1 Anchorage~ AK o9503 We at A-' Home >;crvices. inc.. have ban~ m;'d thy, 'dq:n~ .. ~:' ,~l 125,10 Northern Raven m~=ling :~ 1~ >.Vs spccglcalions. Sincerely, A-- Io~ S~B'icc, Inc. Beverly T. Blal, e~Ic~- Your Septic System. Holding Tank. Excavation Profe~,siov, al Service Company MUNICIPALITY OF ANCHORAGE Department of Health and Human Services On-Site Services Program 825 L Street, Room 502 P.O. Box 196650, Anchorage, AK 99519-6650 (907) 343-4744 ON-SITE WASTEWATER DISPOSAL SYSTEM / WATER SUPPLY PERMIT Upgrade Permit Number: SW990071 Legal Description: GREEN FOREST BLK 2 LT 1 Design Engineer: 0041 AK Water & Wastewater Consulta Owner Name: Steve Phillips Owner Address: 12500 NORTHERN RAVEN DR Date Issued: Apr 27, 1999 Expiration Date: Apr 26, 2000 Parcel ID: 018-011-13 (~'¥UL,~,t:~ %- ..Q~-) _o[ c[ Site Address: 012500 NORTHERN RAVEN DR Lot Size: 24162 SQ. FT. Total Bedrooms: 3 Permit Bedrooms: 3 ANCHORAGE , AK 99516-2608 This permit is for the construction of: [] Disposal Field [] Septic Tank [] Holding Tank [] Privy [] Private Well [~ Water Storage AIl construction must be in accordance with: 1. The attached approved design. 2. All requirements specified in Anchorage Municipal Code Chapters 15.55 and 15.65 and the State of Alaska Wastewater Disposal Regulations ( 18AAC72 ) and Drinking Water Regulations ( 16AAC80 ). $. The engineer must notify DHHS at least 2 hours prior to each inspection. Provide notification by calling (907) 343-4744 ( 24 hours ). ( Not required for a Water Supply Permit only ). 4. From October 15 to April 15, a subsurface soil absorption system under construction during freezing weather must be either: A. Open and closed on the same day. B. Covered, sealed, and heated to prevent freezing. 5. The following special provisions1 THIS PERMIT ISSUED FOR THE CONSTRUCTION OF AN INNOVATIVE RECIRCULATING UPFLOW TRICKLING FILTER SYSTEM. THE ATTACHED PROPERTY OWNER AGREEMENT SHALL BECOME A PART OF THIS PERMIT PACKAGE. AS A CONDITION OF THIS PERMIT, THE PROPERTY SHALL MAKE ARRANGEMENTS FOR THE SYSTEM TO BE SAMPLED ONCE A MONTH THROUGH DECEMBER OF 1999 AS SOON AS THE SYSTEM IS PUT INTO SERVICE. Date: Date: ¢-2 7--7¢ Alaska Water & Wastewater 7320 East Chester Heights Circle ~ Anchorage - Alaska 99504 Phone (907) 337-6179 ~ Fax (907) 338-3246 Consulting Engineers June ll, 1998 Municipality of Anchorage Department of Health & Human Services Division of Environmental Services On-Site Services Section P.O. Box 196650 Anchorage, Alaska 99519-6650 Ref: Septic Upgrade and Well Relocation for Lot 1, Block 2, Green Forest Subdivision RECIRCULATING UPFLOW FILTER (RUF) SYSTEM To whom it may concern: 1. GENERAL: The existing 3 bedroom home is served by a private septic system and a private well. The existing septic system is in a state of failure (it will not pass an adequacy test at this time). As can be seen from the site plan, the surrounding protective well radiis and the presence of groundwater at the south property line, limits the available area for a septic system upgrade. The existing well is to be abandoned completely and a new well is proposed to be relocated in the northeast corner of the property (see site plan). Given these site constraints, we are proposing to install the Recirculating Upflow Filter'(RUF)'system. A test'hole was excavated and the soils are summarized as follows: 2. SOIL CONDITIONS: A test hole was excavated on June 3, 1998 to a depth of 8.5 feet. Groundwater was encountered during the excavation at a depth of 6 feet; and was monitored on 6/11/98 at a depth of 6, feet. A percolation test was performed between the depths of 2.5 feet to 3.0 feet and the absorption rate was measured at a rate 5 minutes/inch (see attached soil logs). 3. DRAINFIELD: The intent is to install a Recirculating Upflow Filter (RUF) system that will allow the use of a small drainfield in the area around a 30 foot radius of TH #1. The size of the drainfield will be based upon the previously established criteria for the RUF systems, which dictates that soils percolating between 1 & 30 minutes/inch have an allowable application rate of 4 gpd/ft2, and soils percolating between 30 & 60 minutes/inch have an allowable application rate of 2 gpd/ft2. Given the perk rate of 5 minutes/inch the 4 gpd/ft2 application rate would apply. We are proposing to install a 5 foot wide drainfield that is 24 feet long and has an effective depth of 6 inches. This corresponds to an absorption area of 120 ft2 (>112.5 ft2 OK), or an application rate of 4.0 gpd/ft2 (assuming 450 gpd total flow). 4. ORENCO PACKAGE SYSTEM: The STEP tank with the trickling and upflow filter wilt be manufactured by Anchorage Tank & Welding to meet the latest design criteria established by Orenco Systems, Inc. The point of contact at Anchorage Tank is Lowell McNutt. Since you are familiar with the operation of the system t won't elaborate. As with their- standard STEP tank, it is equipped with a high water alarm per M.O.A requirements. 5. SURFACE WATER: There are no surface waters within 100 feet of the proposed septic system. 6. TOPOGRAPHY: The average slope on this property is a flat grade, in short there are no slope concerns. 7. CLOSING: I am open to any suggestions from your department that would be an improvement to the proposed system. I am unaware of any negative impacts that this installation would impose on adjacent wells, or septic systems. If you have any questions, please call me a 337-6179, or 244-9611]2/f) JeffreJ ~/. G~r~ess, P.E., M.S~. Principal PUFFUXN PARCEL 2 T12N, R3W, SEC. 2.9 LOT B, BLK 2, GREEN FOREST S/D 1.01 5, BLK 2, GREEN FOREST l l OF PROPERLY. / PARCEL 1 / l'12N, R3W, SEC. ~9 .,/-/' iI "-, / .WELl_ ~ PROPOSED WELt_'~-~-~ ~ WELL, I ;~ GREEN FOREE~ "~ LO1- 2, DLK 2, x GREEN FOREST EXISTING SEPTIC H~STEM TO BE ABANDONED CONPL.ETELY LOT 3, BLK 2, GREEN FOREST LOT 4., DLK "2/~"~' GREEN FOREST S/I) \ ~ GREEN FOREST S/D ~ :D SEPTIC- SYSTEM (SEE PAGE 2 OF 5) LOT 1, DLK 21. GREEN FORESTS/D LOT 1, f]LK 2, GREEN FORE~' S/D ', LO I' 1, ~I.K 2, ',, GREEN FOREST S/D WELL (SE~ ~OTE) ', LO'i' 20, BLI( 2, HUI: FMAN HILI_S , NORlll S/D A2 (SERVED DY PUBLIC . t WATER & SEWER) LAIF o :REPARED ALASKA WATER & WASTEWATER LOf 21, BLK 2, HUFFMAN ItlL, LS NORTH S/0 ¢2 (SERVED BY PUBLIC xx WATER & SEWER) I LOT 22 I]L.I< 2, HUFFMAN HILLS NORI'tl S/D fl2 DYLAN DRIVE E~o .E~]AL DESCRIPTION: GREEN FOREST SUBDIVISION; LOT 1, BLOCK 2, PfPE OF WORK: SITE PLAN PREPARED FOR: STEVE PHILLIPS DRAWN BY: 6/10/98 J.L.M. PHONE NLJMBER: 249-1257/345-3632 PAGE: 1 = 100' 1 OF 5 r]ess., 1--7953 ..' .. / 100' WELt RADIUS ~'"~x / 10' UTILI-I~ FZASEMJENT j tl \ '~ c~ PROPOSED WELl_ ~ x % ABANDONED COMPLEI'ELY '~( /' J ~ .~" PROPOSED 2000 gAL.- L~AMPLINO ~PROPOSED DRAINFIEL.D [ ...... '- REC RCULATING, SEPTI~ TANK :GRT / 5' WID~ ~:(._~4' LONG ~ .... "' ' BY 5 5' DEFP MAXIMUM NO'rFS- OF SEWER DRAINROC(. :C~PLETELY ANI3 R~'I.OCA'FED IN THE ' NORTH~ST CORNER OF THE PROPERqY. 2. PRIOR TO CONSTRLJCTION, TME CONTRAC'rOR ~- - IS RESPONSIBLE FOR HAVING THE ~;~T, WEST, - - ~ND SOUTH PROPERLY LINES F~GGED BY A x ._~ --' - REGISTERED SURVEYOR. x 3. HOMEOWNER SHALL CONFIRM LOT TO x NORTH'S SEPTIC LOCATION PRIOR TO UP(~IRADE, x A SKA WATER WASTEWATER A _EOAL DESCRIPTION: 6~EEN FOREST SUBDIVISION~ LOT 1, BLOCK 2, ~PE OF WORK: ', OES~6N OF SEPTIC SYSTEM UPR6AOE (mU.FO PREPARES FOR: 249-1257/545- 3632 '"' STEVE PHILLIPS J.L,M. 1 = 30' 2 OF 5 PLAN VIEW PROFILE VIEW ALASKA WATER GREEN FOREST SUBDIVISION; LOT 1, BLOCK 2 . '~PE OF WORK: PLAN AND PROFILE OF REClRCU~TING SEPTIC TANK STEVE PHILLIPS 249- ~ 257/~45-~6~2 ..-' [- ~ ~ ~lO ~q. COAf~P IN~: & our PLAN VIEW w/ COAl, f/~ IN~ (~,2) ~ ~' I ~...~,-?:, .< .~ ..... (~E~ ~ ~ ............ ',,. v 0 ~ ~ .,.,~. ~ .......... ~ ................. . ~ ~ ...... ~~ .....~,....,.,.,:...,,.,~..,,. ....... ~....~ .:.....,,.,,~ ~ ~r ~cr~ INL~ PROFILE VIEW ALASKA WA1-ER & WASTEWATEF GREEN FOREST ~UBDIVIBION; LOT 1 BI.O~K .~. ~.~ ..or~ or u.ruow r~. ~,_~ .~- ~ ..... ,....~ 249-1257/545-5652 STEVE PHILLIPS J.L,M. N.T.S. 4 OF 5 PLAN VIEW ~k~Nf ~0~ PROFILE VIEW gREEN FOREST SUBBIVlSlON~ LOT 1, BLOOK 2, DETAIL OF P~N AND P~OFILE OF DRAINFIELB ~. 257/345-56~2 STEVE PHILLIPS 249-1 9A~:6/10/98 o~wN ~: SC~E: WASTEWATER ALASIf ,, WATER &_ PHONF' (907) ~37-6179 * FAX (907) 35B-5246 LEGAL DESCRIPTION: GREEN FOREST SUBDIVISION, LOT 1, BLOCK 2~,,/~[~ DATE PERFORMED: 6/3/98 ~h.~/~.. ~:-79~ ." ~p'r~ ~T TEST ~0~ ~ ~ ~.~o~ . .......... (feet) 5~ ~15~: ~r ,~- 'o~ 1--~;~7¥ ORGANICS ..... o%o SW , ,, ~, k PROPOSEU WELL- V"LL" ~ LOT 1, BLK 2, .- ~ ..... i~kL" ~ '~k- GREEN FOREST S~-- ~ EXI~G--~ ~', % ~ - 7-- DEPTH TO DATE sEm]c ¢/ ',. ¢ -~ x ' / t{*~l~' SM GROUNDWATER , ,//"/ 11 -- D~TE RE~DIN~ OLOC~ NET TIHE WATER LEVEL NET DROP TIHE (HINUTES) READING (INCHES) 12-- 6/~/98 - PERC HOLE WAS ~RESOAKED Pl~lO~ TO TESTING 13 I 1 3:00 6" 2 3:30 30 MIN DRY 6" 14 I 3 5:32 6'' 4 3:42 10 MIN 4 1/8" 1 7/8" 15-- 5 3:42 6" 6 3:52 10 MIN 4" 2" 16-- I 7 3:54 6" 17 ~ 8 4:04 10 MIN 4" 2" 19-- PERCO~TION RATE 5 (HIN./INCH) PERC, HOLE DIA. 6 (INCHES) TEST RUN BETWEEN 2.5 FT. AND / 3.0 FT. 20 / COMMENTS: ~ /]/ ~/~ T,~S ~,s .~o.~/~ ,cco.~,.c~ W~T, *~ ST*F ~ SS ~ ~CT O. U,TS. D*T~: DEPTH TO DATE GROUNDWATER ~' 6/3/9B ChemLab Ref, #: Client Name: Projec[ Name: ¢lienf; Sample ID: Matrix; 98,2324-3 AK Water & Waeteweter ,Se,*vice~ n/a L1 82 Forest $/D Drink;lng Water PW$!D 8ampte Remarks: Client PO#; n/a Printo¢ ~¢~/]'im¢: 5/24/98 t8:00 Collected Date/Time: 5/18/98 10:55 Received Date/Time: 5/18/6~8 1,3:00 '¥eohnical Director: Stephen Eda Rele~leed By: , '~ · / ParamoUr Allowable Prep Analysis MeThod Limi!;8 [;late Date Init Total Coliform {MF) 0 ~el/100 mi SMg222, B Nitrate 0,1 U 0,1 mg/L EPA 300 10,0 5/18~98 TMW §/t9/98 RMV IIAY-2¢J--1998 1~ 4-~ CTS.E ESI AI'-ICH0PAGE F'.04/07 ChemLai2 Ref, Client Name: Project Client Sample Matrix: r¢8,2324-2 AK Water & Wastewater 8ervlce~ n/¢ L2 B2 Forest $/D Blinking Water PW$1D Sample Remarks; Client PO~: n/8 Printed Date/Time: 5/24/98 18:00 Colk~ot~d Date/Time: §/18~8 11 :C5 R~.ceivad D~te/Th'ne: 5/18/g8 13:C0 Taohnloaf Director: Stephan Erie Results PQL Units Allowable Prep Analysis Method Limlt~ Date Date Init Total Coliform (MF) Nitrate 0 celllO0 mi 0.1 U 0.1 rng/L SM9222B 5/18/98 1-MW EPA 300 10,8 .5/19/98 RMV P~ROPERTY OWNER AGREEIVIENT FOR ~ MAINTENANCE OF AN ON-SITE WASTEWATER DISPOSAL SYSTEM This agreement, dated ~-~,l& 199._~., is made between the Mmai¢ipality of Pmchorage Depaxi. ment of Health and Human Services. (DHHS) and the property owner(s) of: Thi~ agreement is made for the purpose of maintaining an on-site wastewater dh'posal system on the subject property. The property owuers agree to ~e following: Submit to the Municipality of Anchorage, on an annual basis, an ~pection mad operation statement from a reg/stered professional engineer. Tiffs i~pection and . operation statement shall verify that the engineer has ix~ected all effluent and air pumps, timers, a~d alm',n.% and that any deficiencies have been repaired a~d that the system is functioning as desired. ' '~ (Si~ature) (Signature) (Printed Name) (Printed Name) ................................. Notarize Here t:o be , ? who is personally known to me ---~whose identity I proved on the basis of __whose identity I proved on the 5ath/affirmatio~of , a credible witness ~/ Notary Public My commission expires Municipality of Anchorage Department of Health and Human Services 825 "L" Street RickMystrom, P.O. Box 196650 Anchorage, Alaska 99519-6650 Mayor http://www.ci.anchorage ak,us Dear Homeowner/Prospective Buyer: The on-site wastewater disposal system you are purchasing/installing is an "alternative" wastewater disposal system. This system, known as a "Recirculating/Upflow Filter Septic System", is undergoing testing within the Municipality of Anchorage under the Alternative System section of the Wastewater Disposal Regulations (AMC 15.65). There are certain risks involved with the ownership of one of these systems: 1. The teclmology used in this system has been shown to be effective in other areas. The system is currently undergoing a two year testing period in Anchorage under the guidance of the Department of Health and Human Services (DHHS) and the State of Alaska Department of Environmental Conservation (ADEC) to determine its effectiveness in a subarctic environment. 2. The system for this property received a vertical separation distance waiver from both State of Alaska and Anchorage Municipal Codes to grotmd water. This waiver was granted due to the system's expected performance within the site conditions on this property. I (we) certify that I (we) have read {he above statements and am (are) aware of the risks outlined. I (we) also certify that I (we) am (ge) in the process of purchasing (property legal description): (Purchaser Name) (Purchaser Signature) (Purchaser Name) (Purchaser Signature) '~.: .................. Notarize Here .............................................................. On this c:~ ~ day of ~ , /~7 ~,57471,/~/~. ~1~ personally appeared before me, who ~s personaZZy kno~ ro me ~whose 5aent~ty I proved on the bo:~}7 ~ whose identity I proved on the a ~o~or , a credible witness to be the signer of the above document, and he/she ackhowledged that he/she signed it. ~~~ Notary P~'~?~ G~ fl:R ANCHORAGE AREA BOROF t DI:rARTMENT OF ENVIRONMENTAL QUALh-, 3500 TIJDOR ROAD ANCHORAGE, ALASKA 99507 279-8686 INSPECTION REPORT ON-SITE SEWAGE DISPOSAl. SYSTEM MAILING SEPTIC TANK: DISTANCE FROM WELL .,~"" LIQUID CAPACITY //~) C2 () NUMBER OF .MATERIAL "'"'~- ~'/~-~/-~/'-- .COMPARTMENTS LIQDID GAI. LONS. INSIDE LENGTH ,-~'~'~ INSIDE WIDTH .... DEPTH ~:- SEEPAGE SYSTEM: NUMBER OF PITS LINING MATERIAL NEAREST LOT HNE SEEPAGE P I T:/1'"//,/~~ /--~---- --~..~...~ C)UTS~EIERID OR WIDTFI ENGTH__ , DEPTH_ ,  __, ' ~,,' NUI DISTANCE FROM WELL '//~/-.~--- LDING FOUNDA/.~gN'~-~, TOrAL EFFECEIVE ABSORPTION AREA (WALL AREA) SQ. FT. TILE DRAIN FIELD: DISTANCE FROM WELl.__ ._,~ O0 , FOUNDATION NEAREST LOT LINE TOTAL LENGTH ~ / OF LINES /~.9..~' , NUMBER OF LINES ABSORPTION AREA '~--- DISTANCE BETWEEN LINES -"f///,./~ TRENCH WIDTH ~ /~2 SQ. FT. LENGTH OF EACH LINE //"~' /-~'~/ '~ .~"7'~' IN. TOTAL EFFECTIVE DEPTH: TOP OF TILE TO FINISH GRADE ~ DEPTH OF FILTER MATERIAl. BENEATH TILE__ IN. ABOVE TILE WEt. L: - ~ · ' DISTANCE FROM x WATER IYP E,.~,~-/.~-'~.~' DEPTH ,<'.*",/~".,'ff~', , BUILDING FOUNDAT ON. /7~..,~..~'' __SAMPLE NEAREST NEAREST .. ~x. SEPTIC /' SEEPAGE /- ./.~//.~/,/~_,_ OTHER LOT LINE /,,~ t , SEWER LINE/'~'~.~'__' /' _, TANK ~7~,~ , SYSTEM___ ,/~"~) CESSPOOl , SO U R C E~..,d~z-~: DISTANCES: /~/~.;, ~r,k'~. ,, DIAGRAM OF SYSTEM ~.r~ ....~., r;,"7,,*'~>~' ¢/'/i ~¢ GAAB-HD-2 GREATEI 327 Eagle St. ANCHORAGE AREA HEALTH DEPARTMENT Anchorage, Alaska 99501 .)~ROUGH 279-2511 Case No,//~>~--~'. SEWAGE DISPOSAL SYSTEM - APPLICATION & PERMIT RESIDENCE ADORERS LOCA'rlON OF INSTALLATION APPLICATION TO INSTALL: SEPTIC TANK X __,SEEPAGE PIT. ,DRAIN FIELD ,OTHER TOSERVETHE FOLLOWINg FACILITY ~ '?/' ~" ' 2 z,~/ . ' BELOW TO BE FILLED OUT BY HEAl. TH DEPARTMENT T.,S ,S TO SERVE AS /¢' !,:, AS DESCRIBED BELOW. __ . SEPTIC TANK SIZE /~;~'~ DISTANCES: _, PERMIT TO INSTALL A _~ ,~ff~.4~'c--z , :/4~,/.~,~,,,~ , SIZE OF UNIT TO BE SERVED TYPE ~¥~,-t~.(~ -.? SEEPAGE AREA TYPE ,~ff~.~&,/ DIAGRAM OF SYSTEM I certify that I 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.·~}~.P~ErT/,,'- ~.'i'? ,,, :.~.[~ t~,~'-~ ' /~"~,~' (~" ~,-:':;-~-,//'L,--~' DA'rE ~'t'~l- I_¥ /Tb / APPLICANTS SIGNATURE // HEALTN DEPA~i'~EN7 CAEqZ ~.J 327 EAGLE ETREET Pealer, red For /~ ~, L~,r,:~ ~ ...... ~ ~'(t~~-Q'4.~ ....................... Date PePfoPmed ..? ............ ~p~.on. bet / BLock ~ c,,~.,,'i",.-~t::7[~., /. Depth Feet Soll Chart-:tePistics Was Ground Water Encounl:ePed?~Z~ ~' ~es, ,\t f/hat: Depth~ Date Net ~' ' ::~ross i'] me Depth To -- .......... ?.age , Test Performed B,,,,_J~C~,¢;.&,6 Data Certified By: Net Drop