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Home My WebLink AboutSHANGRI-LA ESTATES EAST BLK 1 LT 9AEstates as*r SUBMITTAL AUG 02zma Municipality of Anchorage Community Development Department Page 1 of 2 On -Site Water and 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: OSP171021 PID Number: 020-043-81 ✓❑ New ❑ Upgrade Name: TROND & CINDY JENSEN ABSORPTION FIELD ❑ Deep Trench ❑✓ Shallow Trench El Bed El Mound Address 16330 MOUNTAIN BREEZE DRIVE ❑ Other Phone Number of Bedrooms Soil Rating Total depth from original grade 4 6.0 GPD/SF 4.0 Ft. LEGAL DESCRIPTION Depth to pipe invert from original grade 3.5 Ft. Gravel depth beneath pipe 0.5 Ft. Subdivision Block Lot SHANGRI-LA ESTATES F S'r 1 9A Fill added above original grade 0.0 Ft. Gravel length 20 Ft. Township Range Section Gravel width 5.0 Ft. Beds: Number of Lines Distance between lines Ft. SEPARATION DISTANCES To Septic Absorption Holding Sewer Total absorption area Number of trenches Dist. between trenches From Tank Field Lift Station Tank Line 100 2 Ft 1 N/A Ft. Well 117.5 137.4 N/A N/A 103.8 TANK ❑p Septic ❑ S.T.E.P. ❑ Holding ❑ Other Manufacturer ADVANTEX Capacity 1500Gal. Surface Water 100+ 100+ NA N/A Material Number of compartments Lot Line 74.8 46.9 NA N/A FIBERGLASS 2 NA Foundation 10.1 27.9 NA N/A LIFT STATION Manufacturer Capacity Curtain Drain 50+ 50+ NA N/A Gal. Remarks Pump on level at in. Pump off level at in. High water alarm at in. Pump make and model Electrical Inspections performed by Installer PIPE MATERIAL House to tank 3034 Tank to 3034 drainfield GROUNDBREAKERS Drainfield 3034 CO/MT 3034 Inspector Pannone Engineering Services BENCH MARK (Assumed elevation) 1204ft Inspection��' 10/12/17 dates: 2"e 10/12/17 Location and description 3`d 2/7/18 4" 7/25/18 AT HOUSE POINT B 1 COMMUNITY DEVELOPMENT DEPARTMENT APPROVAL Engineer's Stamp OF A/-,QSI�� Conditional Approval: Date rte'* P �Y T �teven E. 'ISannorie� CE 8149Aw �� Approved Date$ 2 PROfESStON,'- Inspection Report_1-1-12.doc 15fl DESIGN PARAMETERS 1154 PRIMARY SEPTIC SYSTEM \C — — — - - KNELL P 'NO. BEDROOM: 4(600 gpd) 1158 TANK SIZE: 1500g (ADVANTEX) ,lsz PERC RATE: <1 MPI SOIL RATING: 6.0 GPD/SF — AREA ROD: 100 SF SYS. TYPE: WIDE TRENCH 0.5'ED— -- — — — — INSTALLED ABSORPTION FIELD N MIN LENGTH: 20 LF _ _ — — — — — — — • 2'Wx0.5'E.D., 4.0'T.D. I I 0.OLFx5.0 170 USED: TH-2011— _ — — — — -46.9W/ 2.0' SAND, W/ COs & MTs AT ENDS 1,J _ 74 120.OLFx5.0'WxO.5' E.D., 4.0' TD-4 — (DEE HIGH) C1 M1 M2 1,76 TO�ALAREA: 100 SFI----/— / — \C2/ V1--r- - / /DCOI ,INSTALLED WELL N INSTALLED 150OG ADVANTEX TANK _ W/ FC BEFORE. INSTALL DCO AFTER — — n90 I �� - 117.5 �MH1 MI-12 — --- 'E _ ,I- 137.4_ / e A _ WELL P i'�- 4BR — _L „96 '1— -- ° -- SFD --� 1210 I --- / --�� — — --�-------�— — _1214---- 1216 ,---- ---- A B _I_— /_---�� --- MH1 30.1 18.6 1222 I — _ _ , / / / �� MH2 25.2 23.5 1226 —I— ------DCO 24.2 25.5 O_o / C 1 41.5 40.8 — — — M 1 43.0 42.4 1230 ' 'A' ��— — % / — �,A -- I ,1 — / — _ C2 41.7 53.3 ,z34 -1--- — /--�/ -- M2 42.9 53.9 0 0 z pw w F 3 O O U m m Q O O O ? w w w m o p FILTER FABRIC o 0 ow O.G./F.c. o w z 4" 0 DRAIN PIPE z L5 1199 v g DRAIN ROCK 6" ABOVE PIPE INV O.G./F.G. AX20 1195 - POD TH-1 1 OIL 2 1194.4 1500 GAL 1191 3 11 1 2.0' SAND FILTER .5' DRAIN ROCK q GW CLEAN ADVANTEX GRAVELLY 5 SAND 6 PROFILE SCALE: NTS L167- 6 ZMAY 2011 BOH BEDROCK DATE PERFORMED: 10/07/10 NOTES: PAMONE ENG SVC, L WDate RECORD DRAWING P.O. BOX 102954 ANCHORAGE, AK 99510 P,�ioF 07/26/18 PHONE (907) 272-8218 FAX (907) 272-8211 Sc0111e SHANGRI—LA ESTATES EAST 131 L9A "' P.I.D. NO SITE ADDRESS: 16330 MOUNTAIN BREEZE DR 020-043-81 "$}ev f�. annoRe PERMIT N0. DRAWN JRL TROND & CINDY JENSEN CE 8149 osP171021 sheet 8600 SULTANA DR SITE PLAN ANCHORAGE, AK 99516 .R1iDFES4d 2 of 2 Oe /22/ 20 1. 22: 32 907-345—D2022 ALPIIHIE EIRILLIING PAGE U12'.."02 0 A Permit Numbert 9SW171021 Oatc of Issue: 4-2,5-17 Farcel Identification Number: 02004381000 Date Started. $-5-17 Date C(.nnptet4A-. 8-8-17 is wMl located atappruve-d permif locawiO x,'Yes No Legal Description: �'hangri-La Estates Fast BIDek I Lot 9A Propetly Owner nine & Addresi., 7rand 8 JenSen Mllolwridge Borehole Data,- Depth (ft) 861 Tlype, Tbickness&I Water Strata Frott) 'pct ,vtiCk�11P 6) 3 grcn?elf, cobbly slit 3 '13 bedrock 1-3 24 " 1-120 15i 247 err Method of Drilling x aiYrotvy D c;�ble- tool Casing type: Steel Wall Thickness: .250 inches ineur- 6 inches Depth: 46 felt Liner Type Diarne-,ev. inc bes Depth: feet Casing stick �a,2ve grottnd: feet Static water level (from ground level?: 34 feet Puniphig level-, ",,5 feet after t� hours punipin g A &Tm Recovery Rate.- 5 pm Method of Testing: qkr,jyi Well Intake Opening , T� pe Open End X Openl-joie Lj Screened Start fed Stopped fee Perforatiotis Stan, fee,, stoppT�d feet Grant Type, benioniteLl"AN21-1 Volume: 6 PURIP., Intake Depth --- fiet Puinp :,ize - hp fii-and Name Well Disinfected Upon Completion? x Ves C1 No Method of Disinfection: chicyrine tablets tall .Driller: Alpine Drilling & Enreeprises PO Box ?104.9 Well DrAIJug Permit Number. SW -1 71, Parccl IdentificaUou i:N, umber: 112G043161 000 Legal Descripfumt Black *1, Lot �A Shanqii-Li Fast ,PUMP lust-iliRtiQu Dgte,* 1!?,'20 13 Pump Intakc Depth Below Top GtWeU Cnsing� 2-32 feet pump Affinuilwtarer's Name., cc,,Ids I THSU7 ptiMp Size 314 hp Pitless,kilapter Burial Oeptjjs Nl;, +,ec,_t Piticss Adapter Nlanufactuver',,; Natur, N PRIcLis Adapter UasUfflcr: N/A 'Well D-shifected Upon Completion?Pfl `es [.j No Method of DisiOectlan- COnllnents*. Please szve, needed fu' 00aA Pump Installer Name: Awnw P timp & We!! Service, LL(; P.O. Box 110496 Arcriorage.AK W511-0495 Date of Property Owatr Name,kAiddress, Wdlow,idr,e C.C-;1.Gtrti-,q(irv'Frcvd J --mem 86,00 Gultw),q Dr. AK 9E-516 Attention; Tlie- purnp installkr shall prcvidea p-aimp k) lh,, D�',D, vdaiin 'DO da l-, of pimar, in.Aa'41ancai. Development Ser ie Deparlm. ent Building Safeiy bivision On -Site Water & wastew*ter or .m 4700 C-Iniore koad P,O. Box 196650 ,vark neycil mayor Anchorage, AV, 99507 Lit - (907)343 -7904 Pump Installation Log Well DrAIJug Permit Number. SW -1 71, Parccl IdentificaUou i:N, umber: 112G043161 000 Legal Descripfumt Black *1, Lot �A Shanqii-Li Fast ,PUMP lust-iliRtiQu Dgte,* 1!?,'20 13 Pump Intakc Depth Below Top GtWeU Cnsing� 2-32 feet pump Affinuilwtarer's Name., cc,,Ids I THSU7 ptiMp Size 314 hp Pitless,kilapter Burial Oeptjjs Nl;, +,ec,_t Piticss Adapter Nlanufactuver',,; Natur, N PRIcLis Adapter UasUfflcr: N/A 'Well D-shifected Upon Completion?Pfl `es [.j No Method of DisiOectlan- COnllnents*. Please szve, needed fu' 00aA Pump Installer Name: Awnw P timp & We!! Service, LL(; P.O. Box 110496 Arcriorage.AK W511-0495 Date of Property Owatr Name,kAiddress, Wdlow,idr,e C.C-;1.Gtrti-,q(irv'Frcvd J --mem 86,00 Gultw),q Dr. AK 9E-516 Attention; Tlie- purnp installkr shall prcvidea p-aimp k) lh,, D�',D, vdaiin 'DO da l-, of pimar, in.Aa'41ancai. AUr. MUNICIPALITY OF ANCHORAGE sari-�_ o� ,,,��, On-Site Water&Wastewater Program �� r PO Box 196650 4700 Elmore Road Anchorage,Alaska 99519-6650 Phone:(907)343-7904 Fax:(907)343-7997 -,,, http://www.muni.org/onsite I1. :.111:•1, pt 4;c-;;.R On-Site Water & Wastewater System Permit Permit Number: OSP171021 Effective Date: 4/25/2017 Work Type: WellSeptic Initial Expiration Date: 4/25/2018 Tax Code Number: 02004381000 Site Legal Address: SHANGRI-LA ESTATES EAST BLK 1 LT 9A G:3239 Site Mailing Address: 16330 MOUNTAIN BREEZE DR, Anchorage Owner: JENSEN TROND B Lot Size in Sq Ft: 80353 Design Engineer: PANNONE ENGINEERING SERVICES Total Bedrooms: 4 This permit is for the construction of: 0 Disposal Field El Septic Tank ❑ Holding Tank ❑ Privy El 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 By: % "fp S41` Date: I . . t71 Issued By: Qiajt.0, r^ 1 Date: 4 5 11 nr I'E �� gcipalEtg-r ®_t Aitu horag ,._ 1).'11.1111111'11[ P.O. Box 196650 • 4700 Elmore Road Anchorage, Alaska 99519-6650 • (907) 343-7904 • Fax (907) 343-7997 http://www.muni.orgiOnsite Development Services Division On-Site Water and Wastewater Program **** VARIANCE/WAIVER REVIEW ** ** Waiver#: OSV171011 COSA#: Permit#: OSP171021 PID#: 020-043-81 Legal Description: Shangri-La Estates East Block 1 Lot 9A Engineer: Pannone Engineering Services Applicant: Trond & Cindy Jensen Your request for a waiver of the required 50 feet horizontal separation from the absorption field to the excessive slope has been approved. The approved separation distance is 38.0 feet. This waiver approval applies to the proposed 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. ❑ The affected adjacent property owner(s) have been given a 7 day notice regarding this waiver. ❑ Notarized letter(s) of nonobjection have been received from the owner(s) of the affected adjacent property. ® Adjacent properties are not affected by this waiver. , Waiver is Granted: X Waiver is not Granted: Date: 'I/3 3) V 1 Approved by: N'L(� ciutc ,J Name of Reviewer **'k* VARIANCEIWAIVER REVIEW **** MUNICIPALITY OF ANCHORAGE Community Development Department ei '` fir) Phone: 907-343-7904 Development Services Division Fax: 907- 1•7 On-Site Water & Wastewater Program ,, u5 6 8 9 70 /7 ON-SITE SEWER/WELL PERMIT APPLICATION °- FEB 2 2 ?�17 n Parcel I.D. 020-043-81 a 3 ti Property owner(s) TROND & CINDY JENSENDay phone ``� -Acu Mailing address 8600 SULTANA DR, ANCHORAGE, AK 99516 b 8 L g S Site address 16330 MOUNTAIN BREEZE DR Legal description (Sub'd., Block & Lot) SHANGRI-LA ESTATES EAST B1 L9\ Legal description (Township, Range & Section) Lot Size 80,353 Sq. Ft. Number of Bedrooms 4 APPLICATION IS FOR: APPLICATION IS AN: TYPE OF DWELLING: (®all that apply) Absorption Field ❑X Initial ❑X Single Family (SF) ❑Q (w/wo ADU) Septic Tank 0 Upgrade ❑ Duplex (D) ❑ Holding Tank ❑ Renewal ❑ Multiple Dwellings n Privy ❑ (SF and/or D) Private Well N Water Storage ❑ THIS APPLICATION INCLUDES A VARIANCE I WAIVER REQUEST FOR: Slope separation waiver Distance: 39 1 I certify that the above information is correct. I further certify that this is in accordance with applicable Municipal Codes. 1 ,) ignature of property owner or authorized agent) Permit/Rush Fees: d 7 7ti -- Waiver Fees: $ afS ' Date of Payment: .2/23/1? Date of Payment: 2/ 3/i'? Receipt Number: 0(1 19% Receipt Number: 66/.2L46 Permit No. O5PI JO W Waiver No. ( V I'1011 Permit App_.•:• :L.,.c Pannone Engineering Services u.c Steven R. Pannone, Principal Registered Professional Engineer E-mail:steve@panengak.com February 27, 2017 Subject: SHANGRI-LA ESTATES EAST B1 L9A Septic System Permit Request Design Narrative This is a design narrative for a permit to install a septic system and well to be issued for this property. The proposed system will serve a proposed four (4) bedroom house. Currently the lot is undeveloped. The system will utilize a new 1500g Advantex tank system. This lot and the surrounding lots are served by private wells. There are no wells within 100' of the proposed septic system. 1. Soils. One test hole was performed in the vicinity of this system by Dennis Dee High in October 2010, and groundwater was monitored and recorded in May 2011. Ground water was observed to a depth of 8.0' below the surface in the test hole monitor tube in May 2011. Bedrock was encountered in the test hole to 8.0'. There are established test holes throughout the subdivision that exhibit a similar soil profile and perc rate for those soils. Based on the results of the percolation tests and overall soils appearance; an application rate of 6 gallons/day/square was used for a CAT Ill wastewater system in the area of these test hole as required by Plat Note 10 for the Subdivision. 2. Soil Absorption System Design. a. See Sheet 1 of the design package. 3. Surface Water: There is no surface water within 100 feet of the proposed septic tank and drain field. The proposed drain field upgrade will maintain at least 100 feet from all surface water and drainage ditches. 4. Topography: The existing topography on the lot generally slopes from south to north, with a slope of approximately 15%-18% in the area of the drain field. There are steep slopes within 50' of the proposed drain field and Plat Note 10 makes allowances for installation on 30% slope. A grade-break to greater. than 30% slope exists approximately 38' from the system (see Waivers) 5. Waivers: We are requesting a waiver for the subject property for a separation distance from a slope greater than 30%to thirty-eight feet (38.3'). The worst case scenarios shown by the two sections A-A and B-B on the plan set shows the distance from the primary drain field to the respective grade changes. The worst case of the two sections is along section B-B with a slope separation of approximately 38.3' to the 31.5% grade change and with a subsequent potential "daylight" of the infiltration line at a distance of 41.7'. However, the soils in the area are HSG A (i.e. the 46% is a more reasonable infiltration line) no Mailing: P.O. Box 100217, Anchorage, AK 99510-0217 Physical: 332 East Manor, Anchorage, AK 99501 Telephone: (907) 272-8218 FAX: (907) 272-8211 Page 2 of 2 predicted daylight penetration of effluent is predicted. Since the potential daylight breach is at 41'+ using the worst case soil condition infiltration line is 25%we request a waiver for steep slope separation to 38.3'. 6. Drawing Markings: The Drawings are marked "For MoA Review Only". When written notification that the review is complete and that there are no further comments is received from MoA On-Site Department, the note will be removed and "Issued for Construction" drawings will be issued. The proposed installation will not affect the future development of this or the surrounding lots. If you have any questions or concerns, please contact me at 272-8218. Sincerely, • efiv..iy . • Steven R.Pannone = i +•raj, ,1 r��rr i;•P Steven R. Pannone, P.E. Owner/Civil Engineer • Mailing: P.O. Box 100217, Anchorage, AK 99510-0217 Physical: 332 East Manor Ave, Anchorage, AK 99501 Telephone: (907) 272-8218 FAX: (907) 272-8211 / 1 ., - , ,, 151, / ,,,,,,. ii, / , I f -- I / ___ _ * ,I 7--- ,. ,w, 46 , , , -- 1),50 1 __ - --- __ ____ __ _ _ _ _ - ,, _ ..... ,_ __ _ .....„ ,,,,, /® / / \` ! TRUE NORTH 0 : 1"=SO• _ .- EGO — z . --4" Ili i® / / // i - / � .- — / / � -W� >C 1 - I 14117oI ' _1II / i - - -{IL _- - -/ _ — - - / 1 / / 93.8_. — , � — 111741 � / � ' � � � � TH-2011 ,- � ' �' — — — — —(DEE HIGH) - INSTALL ABSORPTION FIELD P I 20.0LFx5.0'Wx0.5'E.D.. 4.0'T.D. ; — — — — — — — — `" ,- W/ 2.0' SAND, W/ cos & MTs AT ENDS W!� ' (*=SEE NOTE) r _ _ — — — *— — ` — 250G AUX PUMP VAULT IF NEEDED — — / / �I (**SEE NOTE) �r,�� INSTALL 15000 ADVANTEX TANK (P) WELI ��^ , W/ FC BEFORE. INSTALL DCO AFTER _ _ _ NOTE: I / — ! — (**SEE NOTE) GRAVITY FEED IF POSSIBLE. IF I �111 ' ;CB-F.? / — — — — / NOT INSTALL 2500 AUX PUMP I / SFD (P) _ _ — — — — — / / 1C-- . / TANK AND 1.25"0 PIPE WITH /' - J i 0.125"0 DRILLED HOLES 18"0.C. ��/ — J — — — — — — — — / 11za61 — / — 011A 'A— — ------Vss:1--- - — — J12101I ' - - - - - - / 132.0 — -- __I1214 i -- - - - / - - - V-r- - - i - _112181- I - i , - �- - - - _ / iI,2z21- - / / — � / — — — — - — __11226 1- - - - - J / - `\_\ __[12.30 / — _ _ �+ _ � r _ _ INSTALL`WELL (P} / � —y= —/��_ - - _ _ � M 11234 11 IPI _ - - _ � _ / ' � - / 112361- �I' ft "- -- -~ /+ / ' / /It- - - - if ' 11242 - - ' if - - - -11246 1 - -71-- - /I.* IM ________ M I WELL (P)�---- NOTES: _ PANNONE ENG SVC, LLC OP Dote 0�„ FOR CONSTRUCTION P.O. BOX 102954 ANCHORAGE, AK 99510 ' " . PHONE (907) 272-8218 FAX (907) 272-8211 - p'••• 1,'•. Scale SHANGRI—LA ESTATES EAST B1 L9A �0.�� •• 111.D. No SITE ADDRESS: 16330 MOUNTAIN BREEZE DR ', '• 020 1 � f1� AMl . pann011e PERMITT NO.N0. DRAWN JRL TROND & CINDY JENSEN CE 8149 OSP171021 8600 SULTANA DR SITE PLAN ANCHORAGE, AK 99516 ''J'gp0°1 Sheet 1 OF 3 • DESIGN PARAMETERS PRIMARY SEPTIC SYSTEM 1 NO. BEDROOM: 4(600 gpd) TANK SIZE: 1500g (ADVANTEX) PERC RATE: <1 MPI n SOIL RATING: 6.0 GPD/SF j '„ AREA ROD: 100 SF N ell SYS. TYPE: WIDE TRENCH 0.5'ED v MIN LENGTH: 20 LF o USE: I U I I I. ' 20.OLFx5.0'Wx0.5' E.D., 4.0' TD I I '� TOTAL AREA: 100 SF o w o w w — WATER LINE / . WELL RADIUS N `- C : : o -55 -55 - NEW SEPTIC / 9 • 'di o ABBREVIATIONS TH TEST HOLE - a u } (P) PROPOSED . ' 9; (E) EXISTING A\ V. o` f o CO CLEAN OUT NO. y U 2J 1 MT MONITOR TUBE NO. P TYP TYPICAL ss M T ul 't O u II 1 1 a L u 6y r w 1 0 ,1'sI J T I O H II { A v, Ei I I I I I II. o. D V. <a c Il I x - W" Z yo uo 0 I 2_ Oo no f-* / == J nI*, U c 1111111n oW la 0 a MANHOLE r,= O p � D 1 0 v Lei X CLEAN OUT ', I 1 FOUN[1TION \a \\ C,_EAN'.OU T NOTES: 1 .Date FOR CONSTRUCTION PANNONE ENG SVC, LLCC P.O. BOX 102954 ANCHORAGE, AK 99510 ..0.9t 02/21/17 PHONE (907) 272-8218 FAX (907) 272-8211 �. • Scale NO SHANGRI—LA ESTATES EAST B1 L9A ••• . '\11".oake - P 020-043-81 SITE ADDRESS: 16330 MOUNTAIN BREEZE DR ••$;even Pannone PERMIT NO. DRAWN JRL TROND 8c CINDY JENSEN ;,;.• CE 13:71419,0 ; OSP171021 �: 8600 SULTANA DR ' •7� Sheet PROFILE ANCHORAGE, AK 99516 '/'�FEINSO 2 OF 3 SPECIAL PROVISIONS TO SPECIFICATIONS 1. ALL CONSTRUCTION SHALL BE INSTALLED AS SPECIFIED IN THE MOST CURRENT EDITION OF THE MUNICIPALITY OF ANCHORAGE STANDARD SPECIFICATIONS (MASS) FOR COMPONENT PARTS AND MATERIALS USED IN CONSTRUCTION OF ON—SITE WASTEWATER DISPOSAL SYSTEMS AND AND IN ACCORDANCE WITH AMC 15.65 AND 15.55. 2. SCOPE OF WORK: INSTALL NEW 1500g ADVANTEX SEPTIC TANK, AND SOIL ABSORPTION SYSTEM. INSTALL WELL 3. GROUNDWATER WAS NOT ENCOUNTERED TO A DEPTH OF 8 FEET BELOW EXISTING GRADE AS EVIDENCED BY THE SOIL TEST HOLE. IF AN APPARENT WATER TABLE IS OBSERVED IN ANY OF THE EXCAVATIONS LESS THAN 8 FEET BELOW EXISTING GRADE NOTIFY THE ENGINEER IMMEDIATELY. 4. THE CONTRACTOR (BOTH WELL AND SEPTIC SYSTEM CONTRACTORS) SHALL HAVE ANY WELL LOCATION AND SEPTIC LOCATION STAKED AND ANY LOT LINE AND WELL RADIUS SHOWN ON THE PLAN WITHIN 30 FEET OF THE PROPOSED SYSTEM STAKED BY A REGISTERED LAND SURVEYOR BEFORE STARTING THE WORK. 5. THE CONTRACTOR IS RESPONSIBLE FOR ALL R.O.W. AND OTHER REQUIRED PERMITS, OTHER THAN THE ATTACHED. 6. THE CONTRACTOR SHALL CALL FOR LOCATING OF ALL BURIED UTILITIES. • 7. THE CONTRACTOR SHALL PROVIDE 24 HOUR NOTICE TO THE ENGINEER PRIOR TO START OF WORK. ALL SURVEYING AND LOCATES SHALL BE IN PLACE PRIOR TO NOTIFYING THE ENGINEER. 8. THE CONTRACTOR SHALL NOTIFY THE ENGINEER OF ANY DISCREPANCY BETWEEN THE APPROVED DRAWINGS AND SITE CONDITIONS/LIMITATIONS POTENTIALLY CAUSING THE NEED TO MODIFY THE DESIGN. 9. AT THE COMPLETION OF THE WORK, THE CONTRACTOR SHALL SUBMIT RED—LINE AS—BUILT DRAWINGS TO THE ENGINEER. THE RED—LINES SHALL INCLUDE PIPE LENGTHS, ORIGINAL GROUND ELEVATIONS, PIPE ELEVATIONS, AND TANK ELEVATIONS. 10. THE CONTRACTOR SHALL PROVIDE PHOTOGRAPHS OF THE SYSTEM INSTALLATION TO INCLUDE BOTTOM OF EXCAVATION, TOP OF PIPE WITH CLEAN—OUTS AND MONITOR TUBES INSTALLED, INSTALLED TANK AND FINAL GRADING. 11. THE CONTRACTOR PROVIDED DATA (UPON WHICH THIS RECORD DRAWING IS BASED) APPEARS TO REPRESENT THE PROJECT AS CONSTRUCTED. THIS DATA IN CONJUNCTION WITH THE PERIODIC FIELD OBSERVATIONS BY THE ENGINEER (OR HIS DESIGNEE) AS REQUIRED BY AMC 15.65 DOES NOT GUARANTEE THAT THERE ARE NO HIDDEN DEFECTS BY THC CONTRACTOR. 12. THE CONTRACTOR SHALL SIGN THE FOLLOWING: I CERTIFY THAT ALL WORK WAS PERFORMED IN ACCORDANCE WITH THE APPEND PERMIT, AND ANY AND ALL CHANGE ORDERS, AND THAT THE AS—BUILT REDLINES ARE TRUE AND ACCURATE REPRESENTATION OF THE PROJECT AS CONSTRUCTED. CONTRACTOR: BY: . TITLE: DATE: • NOTES: PANNONE ENG SVC, LLC Date OR CONSTRUCTION P.O. BOX 102954 ANCHORAGE, AK 99510 �'(� •' 02/21/1 PHONE (907) 272-8218 FAX (907) 272-8211 et.'• 1 5cole *� i tii NTS • '• / — SHANGRI—LA ESTATES EAST 81 L9A +• P.I.D. NO 020-043 SITE ADDRESS: 16330 MOUNTAIN BREEZE DR .. ; •A."•onnorie• PERMIT NO. DRAWN JRL TROND & CINDY JENSEN ... • GE 8149_, " ' -. OSP17102" $600 SULTANA DR •.Z�, �— • � Sheet DESIGN NOTES `. ANCHORAGE, AK 99516 I �� 0- 3 OF 3 W.0.# 10916 •.�+k‘ik• , _ DHI CONSULTING ENGINEERS • c, ( + • OFq 800 E. DIMOND BLVD. SUITE 3-545 i Q�••'"•'•••;QS + ANCHORAGE, ALASKA 99515 sr' .' ( '•.'f"T• SOILS LOG—PERCOLATION TEST 4 9TH j� *; 0 TEST HOLE LOG L9B1 • • •••i.. • •••• •••/ .1..4- . .. .. .• s 0 •.DENNIS DE IGH: 0 PERFORMED FOR: ANCH DEV. & CONSTRUCTION DATE PERFORMED: 10-07-10 4�(•' � •. CE 58 .�' I' ..406447.. LEGAL DESCRIPTION: LOT 9, BLOCK 1 SfANGRA—LA EAST SUBD. `'4� fes 0 s III k Dote: .AP ,� SLOPE SITE PLAN JV, IV, ORGANIC SILT/MATERIAL 1 ..`!Y'. o. 3 Q:.Cx•r c�_ 4 D`o ';o� ��• ;:D .:5 .'...'t: CLEAN GRAVELLY SAND ':4� 57. FINES, OCCASSIONAL BOULDER/ • _ 5 -1-�:..6' HARD DIGGING, 6 Q a''.!.. .'' , ;p 8 - - = B.O.H. - BEDROCK WAS GROUND WATER S 110ENCOUNTERED ? NO L 9 0 - . IF YES, AT WHAT P 10 - - DEPTH ? E DEPTH OF WATER 11 - AFTER MONITORING ? - 8.0 DATE: MAY 13, 2011 REAJMO E GROSS TIME NET 11MEWATER DALNET DROP PERC.RATE 12 - _ 1. 10-07-10 3=30 30:35 0:35 SEC. 6` 6' 0.10 3: 2. 10-07-10 3:403:40:40 0:40 SEC. 6' 6' 0.10 13 - - 3. 10-07-10 3=455:35 0:35 SEC. 6' 6' 0-10 _ 3:4 14 - - 15 - - 16 - - 17 PERCOLATION RATE: 0-10 (MINUTES/INCH.) PERCHOLE DIAMETER: 6" TUBE TEST RUN BETWEEN: 4 FT. AND 4.5 FT. COMMENTS: THIS TEST HOLE INFORMATION IS PROVIDED TO COMPLY WITH THE SUBDIVISION APPROVAL PROCESS AS OUTLINED IN AMC 15.6.180.6.1. ANY USE OF THIS DATA FOR ANY OTHER PURPOSE, INCLUDING THE DESIGN OF AN INDIVIDUAL SEPTIC SYSTEM IS STRICTLY PROHIBITED, WITHOUT THE WRITTEN CONSENT OF THE ENGINEER OF RECORD, 5 ALL SOILS WERE PRE-SOAKED PRIOR TO STARTING THE PERCOLATION TEST. PERFORMED BY: DHI CONSULTING ENGINEERS. I DEE HIGH CERTIFY THAT THIS TEST WAS PERFORMED IN ACCORDANCE WITH ALL STATE AND MUNICIPAL GUIDEUNES IN EFFECT ON THIS DATE. DATE: 2/07/06 716-L9B1 iv.O.E 10916 ` OHI CONSULTING ENGINEERS : ADVANCED WASTEWATER TREATMENT SYSTEM MAINTENANCE AND REPAIR AGREEMENT BETWEEN MUNICIPALITY OF ANCHORAGE AND Trond B. Jensen THIS MAINTENANCE AND REPAIR AGREEMENT made and entered into as of this 9th Day of March of 2017 , by and between Trond B. Jensen herein the"OWNER," and the Municipality of Anchorage, herein the "MUNICIPALITY." In consideration of the mutual covenants contained herein, the parties to this Maintenance and Repair Agreement agree as follows: 1. Advanced Wastewater Treatment Systems. Municipality grants permission to Owner to utilize and operate an Advanced Wastewater Treatment System (AWWTS),described as Advantex located at(legal description). Shangri La East, Lot 9A, Block 1 2. Definitions. Alteration. Any change to the design or function of an AWWTS that includes the installation or removal of any parts, components or pieces not included in the original construction permit and design. Certificate of On-Site Systems Approval (COSA). An approval by the Municipality of existing water and wastewater disposal systems given at the time of property sale and title transfer in accordance with Anchorage Municipal Code (hereinafter, "AMC") 15.65. These approvals certify that the systems are adequate for the homes that they support and meet the codes that were in place at the time of system construction. Damage. Any man-made or natural change in a system that v,wild inliihi� the system from performing as designed. Maintenance and Repair. The scheduled and as needed replacement of existing parts, components and pieces of an AWWTS that were included in the original design which would allow the AWWTS to continue to perform as designed. Permit. An On-Site Wastewater Disposal Permit as required by AMC 15.65 to construct and operate an AWWTS. 3. Term. The term of this Maintenance and Repair Agreement shall begin on the date of approval by the Municipality to operate the installed system or issuance of a COSA, and shall continue while the AWWTS is in use or is operational or until the property is sold or title is transferred by the owner and a new COSA is issued to the new owner or transferee of the property. 4. Alterations, Installation and Removal of Additional Equipment. Prior to performing any alterations to an AWWTS,the owner agrees to obtain an On-site Wastewater Disposal Permit from the Municipality in accordance with AMC 15.65. 5. Maintenance and Repairs. A. Throughout the term of this Maintenance and Repair Agreement, the Owner shall maintain their AWWTS in a satisfactory condition capable of producing treated septic effluent in accordance with the equipment's approval for operation in the Municipality. The owner shall enter into a service agreement with an AWWTS service and maintenance provider approved by the municipality and the manufacturer of the A W WTS for the entire term of the AWWTS. In addition, it shall be the responsibility of the Owner during the term of this Maintenance and Repair Agreement, and any renewals thereof, at the owner's sole expense, to pay for any and all: (1) repair(s), (2)maintenance, (3)adjustment(s), (4) replacement costs, and (5) inspection costs. B. Owner agrees to comply with all applicable ordinance, laws, regulations, rules and orders for the AWWTS. C. Upon request by the Municipality, the owner agrees to provide the Municipality a written schedule of routine maintenance and repairs which have been performed on the system. When a record of maintenance is documented and maintained by the system vendor, the owner agrees to allow the Municipality access to this information. D. Owner acknowledges that the fine for failing to maintain and repair an AWWTS may be assessed in accordance with AMC 14.60 for improper discharge. E. Owner agrees that only maintenance and repair personnel approved by the Municipality will inspect and make any necessary maintenance, repairs or permitted alterations to the system. F. Owner agrees to grant the Municipality reasonable access to test and inspect the AWWTS upon 24 hours written notice. G. Owner agrees that any sale or transfer of title of the property will not occur without a new Certificate of On-Site Systems Approval. H. 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. 6. Nonwaiver. The failure of either party at any time to enforce a provision of this Maintenance and Repair Agreement shall in no way constitute a waiver of the provisions, nor in any way affect the validity of the Maintenance and Repair Agreement or any part hereof,or the right of such party thereafter to enforce each and every provision hereof. 7. Amendment. A. This Maintenance and Repair Agreement shall only be amended, modified or changed by a writing,executed by authorized representatives of the parties, with the same formality that this Maintenance and Repair Agreement was executed with,and such writing shall be attached to this Maintenance and Repair Agreement as an amendment. B. For the purposes of any amendment modification or change to the terms and conditions of this agreement, the only authorized representatives of the parties are: a. Owner: Trond B. Jensen b. Municipality: Director,Community Development or designated authority C. Any attempt to amend, modify, or change this contract by either an unauthorized representative or unauthorized means shall be void. 8. Jurisdiction: Choice of Law. Any civil action arising from this Maintenance and Repair 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 Maintenance and Repair Agreement. 9. Severahility. Any provisions of this Maintenance and Repair Agreement decreed invalid by a court of competent jurisdiction shall not invalidate the remaining pro ' 'G s of the Maintenance and Repair Agreement. O . ►ER: 41 By: , �, (signature) Date: 31%0 -'2.0c4- .. I Trond B. Jensen (print name) STATE OF ALASKA ) ) ss. THIRD JUDICIAL DISTRICT ) The foregoing instrument was acknowledged before me this ',me)day of Mt.-41 , 20 17, by `frond B. Ten 5err .40111110/4, . ......... f1,44 Lk_ •p tv v a NOTARY PUBLIC FOR ALASKA g My Commission expires: /Dlitat fir, 4114.tro& MUNICIPALITY: Q By: PetN,6ejt. l n Qrute'LO (signature) Date: `l/2 5/i 1 Psioe t ccs m ( l (print name) Title: