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T15N R2W SEC 25 LT 1 OF 33
Onsite File T15N R2W Section 25 Lot 1 of 33 #051-281-61 MUNICIPALITY OF ANCHORAGE On -Sits Water & Wastewater Program Pio Box 19665G 4700 Elmore Road Anchorage A!3ska 9951+ -6650 Phane: (907) 343-7904 Floc: (907) 343-7997 NO 1hw."v muni -orVo Ae On -Site Wastewater Disposal System Permit FerrnitNumbeV. O P201513 Work Type- SBpticTank Upgrade Tow Codc Number, 051213161000 Site Legal Addruss: T15N R2W SEC 25 LT 1 OF 33 ;0753 Site Flailing Addrt-ss- 16108 SHIMS ST DUPL A, Eagle Rlver Owner. HOME CHETA & ANGELA K Desion Engineer; FIRST WATER CONSULTING This permit Is for the construction of: Effective Rate: Expiration Date ti�ti e n f n � w. _ m L Qp.tk-Fi -e Ilk Lvt Size in:Sq Ft: Totetl Body-ooms; 1 15021 1 imoZz 38534 ❑ Di s posal Field 21 Sep�ic Tank ❑ Holding Tank ❑ Pr" ❑ P riga&- vvei I ❑ Water Storm e All construction steal l be � n accordance with: 1. The attached approved design. 2- M requirernents speoified in A ichstage Municipal Cads Chapters 15.65 and 15-65 and the date of Alaska Wastewater Di:spOS;a I Regulations (1 AC 72) and D.rin ki ng Water Rog+u ia#ions (18AAC$0) 3. The wa-5tewater oode requireo inopediana during the i nutal lation- The engineer oho 11 notify the Dcvelopment. Services Department per AMC 15.65. Provide notdication by calling (907) 343-79D4 (249). 4. From October 15 to April 15, a subsurface sail absorption system uncrer construction during freezing -weather shall be either: a. Opened and Closed on tNe same day, or b. Covered, sealed, and heated to prevent freezi-ng Received By: Issued By; Date; 4 1 j ANCHORAGE a1 k d�y ;moi, d.. � e �.. , d� f I b s '4 a °a'. t 1 Development Services Department w Phone: 907-343-7904 On -Site Water & Wastewater Section - Fax: 907-343-7997 ON-SITE SEPTIC/WELL PERMIT APPLICATION Parcel I.D. 051-281-61 Property owner(s) CHET & ANGELA HOBBIE Day phone 841-8383 Mailing address PO BOX 876634, WASILLA, AK 99697 Site address 16108 SHIMS STREET, CHUGIAK, AK 99567 Legal description (Sub'd., Block & Lot) Legal description (Township, Range & Section) T1 5N R2W SEC 25, LOT 1 OF 33 Lot Size 38,534 Sq. Ft. Number of Bedrooms 4 APPLICATION IS FOR: (® all that apply) Absorption Field ❑ Septic Tank El Holding Tank ❑ Privy ❑ Private Well ❑ Water Storage ❑ APPLICATION IS AN: TYPE OF DWELLING: Initial ❑ Single Family (SF) ❑ ( Upgrade Q w/wo ADU) Duplex (D) 0 Renewal ❑ Multiple Dwellings ❑ (SF and/or D) THIS APPLICATION INCLUDES A WAIVER REQUEST FOR: Distance: I certify that the above information is correct. I further certify that this is in accordance with applicable Municipal Codes. (Signature of property owner or authorized agent) Permit/Rush Fees: 1bM5 Date of Payment: 30/ oZ 02 0 Receipt Number: 510 3 0g Permit No. DSP Z©1151 �> Waiver Fees: Date of Payment: Receipt Number: Waiver No. GADevelopment Services\Building Safety\On Site Water and Wastewater\Forms\Client Forms\Permit Application.doc 13030 Sues Way, Anchorage, AK 99516 907-350-9566 / firstwaterAK@gmail.com January 2, 2020 Municipalities of Anchorage On-Site Water & Wastewater Program 4700 Elmore Road Anchorage, AK 99507 RE: SEPTIC TANK UPGRADE PERMIT LEGAL: T15N R2W SEC 25 LOT 1 OF 33 PHYSICAL: 16108 SHIMS STREET, EAGLE RIVER, AK 99577 The owner has requested that we obtain a septic permit to upgrade the existing aged steel septic tank on the above referenced lot. We propose to install a 1250-gallon HDPE tank to serve the existing 4-bedroom duplex residence. The lot and area are served by private water and there are no wells within 100 of the proposed tank. The design will not impact any of the neighboring properties. Please contact us if you have any questions. Sincerely, Curtis Huffman, P.E. Municipality of Anchorage On-site Water and Wastewater REVIEWED FOR CODE COMPLIANCE OSP201513, Rebecca Carroll, 01/05/21 Municipality of Anchorage On-site Water and Wastewater REVIEWED FOR CODE COMPLIANCE OSP201513, Rebecca Carroll, 01/05/21 ANCHORAGE/WESTERN DISTRICT OFFICE 437 'E' STREET. SUITE 303 ANCHORAGE, ALASKA 99501 S & S Engineering ATTNs Robert A. Shafer, PE SRS 196X Eagle River, Alaska 99577 SUBJECT: . Dear Nr. July 17, 1986 274-2533 Lot 1 of Lot 33. Section 25, T15N, R2W, Eagle River Alaska 8621-0A-173, 8521—FA--133 Shafer: The Department has reviewed the £ngineer As—built plans for the subject project. Final approval is hereby given for the sewer and water systems and the "Certificate to Operate" is approved for a multi—family dwelling of 6 bedrooms. Any future expansion of the subject project will require additional approval from this office. SWEspkk Sincerely, Steven (g, PE District gineer oat. Received RECEI' JuLA 1 ANCHORAGE/ DISTRICT C 1. GENERAL INFORMATION ED 36 ESTERN FICE AS -BUILT' STATE OF ALASKA DEPARTMENT OF ENVIRONMENTAL CONSERVATION APPLICATION FOR ON-SITE WATER ANp t t I V E D SYSTEM APPROVAL f( L: Legal Oercrlption of the Location I-arr 33 56e- 25 `-IS 13 ga..A.3 SNI, 6862/-1,4--/7 3 1 Applicet Name �nse (Street ar P. O. Box) P �i City, State and Zip Code ez-E7� �it> _5 011e- 419577 5:2 Approval to: Applicant 0 Other: (Give Name & Address) ��u 91198f ANCHORAGE/WESTERN DISTRICT OFFICE Ap Ilcant Is (Check one) Bank ❑Certified Installer No. Owner/Bullder Type of Residence 0 Single Family Fam11y Telephone (088- 2-413 ITotaLlfe„o} Bedroom' Corti iigna the information Is correct: 71.04411Etr ip SRO 19six Zanl_ et--- •• . W /77h -v J J -Sus&. la zg ere -c7 Date JlL 81986 It. WATER SUPPLY SYSTEM Source of Water and Containment (Chock all that Apply) Well (Drilled or Driven) 0 Surface (Identify) ❑ Roof Catchment Type of Water Supply System ❑ Private Trr...eetmant of Water (Check all that Apply) p(None ❑Chlorination ,❑Flitraden 0 Other lldentify) ❑ Holding Tank 7fPubllc (Senn more than one family) (-1.ss C0 • Mineral Removal ❑Othan Well Data• la the Height of the Well Casing more than 12" above the Ground? iz Yes 0 Je,No la ■ unitary pal installed on the well cuing?eie Yes ❑ No Is drainage directed away from or around the easing within a radius of 10 feet of the well casing? Yes 0 No Data Drilled Depth of Well (Fat) Static Water Level (Fen) Os 44 2zz, �� Separation Distances YId (if Available) I �• ,S Gal/Min Pump Rata (If Av enable) 1 j,er.1y>Sgr* Ilk Nes Min from the Well Casing to each of the Following Sources of Contamination: Septic/IdaWietg Tank on Lot Sewer Linu on Lot /s7 , Lap 't Clasen Septic/Holding Absorption Area on Lot /SS ' Tank on Adjacent Lot Closest Sewer Lines on Adjacent Lot I /Sal% l DD -se- Closest Edge of an AbwrptiomArea an Adjacent Lot /SD 14- lf toxic materials are stored on Me property Including fuel tanks, paints, lubricanu and other petroleum based materials, pesticides, fungicidal or herbicides, Indicate distance from contaminants to well cuing: Naar Semple On Lot NonJe On gdlecant Lot AJa/LJe Taken by: Name �4S 6-0‘11t.>r 444 Sampler Is: Address• SSR 19 (0 Y- c c--I(-S. V --N - cleise -j Nater Sample b / Buyer Engineer 0 Banker 0 Government Official Results: �f I Attach COPY jM Satisfactory • Oate: S - 7 � 86 ■ Unsatisfactory • Clete: :ailments/Recommendations: R — �r IJ P EL -or) 'rte eFES L -PIA ATtt-4kS4 Sao 4A'L. 57710-446 Corti iigna the information Is correct: 71.04411Etr ip SRO 19six Zanl_ et--- •• . W /77h -v J J -Sus&. la zg ere -c7 Date JlL 81986 IIF. WASTEWATER DISPOSAL Septic Tank/Absorption System ❑ Holding Tank Specify: Capacity of Tank ❑Package Treatment: (Specify Brand Name or Proceed [Where West. ie Disposed Frequency of Pumping pc Septic Tank OutfaII Discharged To: 05v2 'EL New System Nam. of Installer ofreadkve, Other (Spec)fYF (Outhouse, Incinerator, etc.) ❑Owner/Bulltler ❑ ed Installer yr Other:1 No. / ratc-1^V% erDb' Septic Tank Site (Gallons) Number o/ Compartments Myo C� ct--. Type Soil Absorption System -2-4 gateti Porcolation Test Results Type/Manufacture +ral- / 6774 -SL. (s• isr2A3�j Soni Typo or RtTIng I/S 56. 6 Dat. l nasal-ltad 1-1-56 Vl SJea. Minimum Ground Cover over Abporp- tlon aro Dimensions/Si n • Sell Absorptl System !i tom/ 7 /E, o. /z to 1. -IF, Percolaatioo'Pest by: (Nam dd Minimum Ground Corer over S.ptic-c a�at PlpPl a .don S Tank r septic Tank Innou PI es/Caps ins filled on Feet I Absorption system ,5 Fut 54 Yee ❑ Ner MY Yea ❑ No Separation Water Supply Source on Lot I N west Water SupPly Source on Adjacent Nearest Body of Water/Water +Tab' Bedrock Lot Line Distance to: Lot / rt7 OA / $0 Feet ) $3 fp..i ' 1 �// 1 I 1L I AM/it Fant _in- 6 f Feet M 'T Feet I lii4i I S.Y=t ot, Cf`l-rb —ns est ,ten I J Type/Quantity Backfill Material used for Soll Abserg gr.! y_at 7..1 r. Svat1 Comments/ Recommendations 1 ce info r • ation is correct: ser SRM 196x NOTE: Must be signed by a certified Ins - ,%re d, Existing System Name of Installer Title, Rag. /Cart. No., Inst. No. 0 EC Safi ailL 81986 0 Owner - (der ❑ Certified Installer No. Date Installed 0 Other: Septic Tank Size (Gallo Number of Compartments Type Soll Absorption System Adequacy Tut Results: 0 pad 0 Pail TYPNMenufacturer Soil Type or Rating Dimensions/Site Soll Absorption System Type/OuentIty Backfill Material ulad for Soil Absorption System u say Test Perforrn.dBy:(Att.ch Copy of Report) Minimum Ground Cover over Absor's. Minimum Ground Cover over - . tic tion Area Tank Feet Separation Distance to: I WSW Supply Source on Lot Commend/Recommendations CJs ttf-lr4 Fen Date Septic Tank Pumped (Attach Copy of Receipt) Cleanout Pipes/Caps Installed on Septic Tank Fe. ■ Yes ■ No Nureet Water Supply Source on ant Lot Fut Cleanout Pipes/Caps Installed an Absorption System rn n Yee t No Nearest Body of W ater Water Table/Bedrock Feet Feet I 1517Ma.et=• M 1 certify that the above information Is correct: Signature (Twirl/Printed Noma NOTE: Must be signed by a profenione/ engineer. ITitle, Reg./Can. No,, Inst` O Lot Line e.e iNa; --1.••• L C}►-.% eeNe •r^ y� ease ..........e .1" o• A. shales t 1 ip,rA�Ste 1+474 1 Rtiv?wed Professfnnel AP s9' Feet • 'Nee) IV. DIAGRAM OF SYSTEMS) 1. In a plan view, locate and Identify each of the following: a) Well b) All Structures el Septic lank d) Soil Absorption Systemel Surface Water fl Sources of Contamination gl Property Line h) Closest well on an adjacent property i1 Closest septic tank on an adjacent property Include Dimensional 1) Closest edge of an absorption field on an adjacent property 2. Show distances between the well and each of the other Items listed In 1. 3. Show distances between water bodles and each of the other items listed in 1. 4, In a cross section view of the mil absorption area, Identify each component and show the depth (thickness) of the following: a) Soil Cover b) Absorption Material el Water Table di Bedrock el Ditch INSTRUCTIONS FOR DIAGRAM IIIIIIIr!, 1I hI IIP 11111111 111IIitI1:P NEWSMEN= ��:■■::: : `■ 1111111111 MUM 1*111,5111: 01111111111 P ■■C1'a■C113 -aj-'V■■■WLIINIZ"; ■■ii : ?-nn1 ■•■•■■amO'■■■■ a■ 7 :F --;4k00411 k 21111M akair 1111111 1 uirnm.1111;1 ■•• pat1110••■•■■•■11\\ d� 11■11■■■■=1 ••••••••••••• 11s 11/ 1111iL■■■:, } 1 HI®Vq IR 101110 -�Iv r ( 4 1 1 ammellE a■��aaa�a■aaaaaa�a�a■alaa■er ■� 1 INEIMENTS MIN EL ■ ■ ■■®■■■� •_!wlr' _____a _ e2' a a - 3111lIN�■■ 11II:11[,h' ■■Iles■■■■ !tient ■Elul■■ t '-._. .. ■■■■■■■■■■ IIIIPJII 1 IIIPIIir 1' ■■11n■■wwM■■■rmr■_■■■k- 1/1111111/ 1111 - ,M�at� nut in ♦�■■■0■�■ ■marl• ■■■■■■■■ ■■■■m■■■■■mJ■■■■.I 111111ssji1111 ■ �r= .■■■■■.. • ■■■s .�1 ■'� lame mama esansle ■■■�s.■ ■■ ■■■>..'ati -mama ■I ■ WIN 1 r gal ■ NW I� _.tea WM w Ugamna MI 1Ia ■ T= .4■ imam r ergo Pipes 1 ISE ■ ■ ■ ■ ■ It 1 1 °:14Sa 11 ■1 gni_ 4■ "NW at rn NC • 1 • l, a .411 STATE OF ALASKA DEPARTMENT OF ENVIRONMENTAL CONSERVATION CONSTRUCTION. AND OPERATION CERTIFICATE for PUBLIC WATER SYSTEMS A. APPROVAL TO CONSTRUCT r / �( �� ' 33 Plans for the construction or modification of % «I �z547 (n ` 20r 33 TIS ArJ g2 U�-t i5 f( Set. s C -l4 -a o public water system located by ✓ e 2 ec C Lp� u n �.� have been reviewed and are ❑ approved. conditionally approved (see attached conditions). BY TITLE DATE If construction has /not started within two years of the approval date, this certificate is void and new plans and specifications must be submitted for review and approval before construction. in , Alaska, submitted in accordance with 18 AAC 80.100 2 7- Ts—' B. APPROVED CHANGE ORDERS Change (contract order no. or descriptive reference) Approved by 5-000 5aLec,, cut, LA Date C. APPROVAL TO OPERATE The "APPROVAL TO OPERATE" section must be completed and signed by the Department before any water is made available to the public. The construction of the public water system was completed on (date). The system is hereby granted interim approval to operate for 90 days following the completion date. BY TITLE DATE As -built plans submitted during the interim approval period, or an inspection by the Department, has confirmed the system was constructed according to the approved plans. The system is hereby granted final approval to operate. 18-0407 (Rev. 11/83) �l`ll m/s,? g, /yrs TITLE DATE DISTRIBUTION: 1. WHITE - ENGINEER (Complete Section C) 2. YELLOW - WATER SYSTEM FILE (Complete Section C) 3. PINK - ENGINEER/MUNI-BOROUGH (Complete Section C) 4. GOLDENROD . MUNI -BOROUGH (Complete Section A) HEALTH AUTHORITY APPROVALS SEWER & WATER MAIN EXTENSIONS SEWER 8 WATER INSPECTION ENGINEERING STUDIES AND REPORTS WELL INSPECTION 8 FLOW TEST SITE PLANS ROAD DESIGN SOIL TEST PERCOLATION TEST STRUCTURALS MECHANICAL INSPECTIONS ON SITE WASTE WATER DISPOSAL SYSTEM DESIGN ROBERTA. SHAFER May 18, 1986 State o6 Alaska Department oL Env.ltonmental Corusncvat.Lon 437 E S.taee-t Anchoaage, Alaska 99501 REFERENCE: Lot 1 o4 Lot 33; Section 25; T15N; R20); Eagle R.Lvea, Alaska Request you .isaue a certi6Leate oL approval boa the C1a46 C water 6yAtem located on .the nebeaenced property. Attached boa your .Ln6otmatLon are cop.LeA oL the apptLcation baa on-6.Lte water and sewer Ay4tem approval, recent eott6otm bacteata analy6.L4, and cop-ie6 oL paevLouh approval documents -.netuding a cekti4icate .to opeaate .issued in Match, 1985. The on -Atte wastewater dispo4al system sekv.ing a bout bedroom duplex and a two bedroom tta tet house located on this propeaty was .irw.tatted undnc Muni.cLpa ity 04 Anchorage permit 0840934. At the time the pewm.it was .issued .the M.O.A. was undea the .impne64Lon .that the on-site wastewater Aybtem was to only Agave .the ttaieet house and the duplex was a 6.ingte Lamity dweLting on a septic Ay&tem that had been ptevLouuty .LnAtaeted in 1971. However, at the time the septic 4yA.tem was .in4taLCed Loa the thaLler house the Aept.Lc .tank capacity was-inateased to 1750 gallons and the duplex was connected to this tank along with the ttaLte& house. Thede .L6 no evidence that .the abso.ption trench was nede6.igned or .in4tatted Loa the £nwLea4ed capacity oL the duplex. The Mu-Lcipa.LLty oL Anchorage .L6 beeieved to have been turnL6hed borne eanoneous .infoamation when .L44u.ing a Heaeth Authon.ity Lan the t'ca.Ltet hou6e .in Match, 1985. Copies oL M.O.A. on-site inspection &epoatA and £n6onmatLon on the M.U.A. Heaeth Authority has been ttan6Leated to you& 6orm (AppticatLon on. On -Site Ulate. and Sewn:. Sybtem Appaovat). ALter tacking with the owner o6 the duplex, the owners o6 the ttaLter house, and the excavator .involved in the system upgaade we beLLeve that the £n,otmatLon shown on your Lonm .is accurate. Request you issue a letter conditionaety approving the community on-A-Lte waetewatea disposal system and authorize the upgtdd.Lng o6 the ab4o.ptLon ttench .to p&ov.ide an additional 24 tLneal Leet o6 abmotptLon area to the ApecigicationA shown on your apptLcatLon Loam dated May 18, 1986. MUNICIPALITY OF ANCHORAG€IVIL ENGINEER DEPT. OF HEALTH & 694-2979 ENVIRONMENTAL PROTECTION MAY 191986 RECEIVED 16 we ma be o6 Lurther service, please contact us. 407 rI. 'T 1C. SHAFER, P.E. AS/AA cc: ManLcLpa.LLty o6 Anchoaage Q Depatt�nent aL Health anC1Slt�' E}(GL'gl;IIVEA,ALASKA 99577 1" \ r MUNICIPALITY OF ANCHORAGE ' / • r r •\ DEPARTMENT OF HEALTH & ENVIRONMENTAL PROTECTION -it:C,,� ENVIRONMENTAL ENGINEERING DIVISION \\\ 825 L Street - Anchorage, Alaska 99501 Telephone 264-4720 ON-SITE SEWAGE DISPOSAL SYSTEM AND/OR WELL INSPECTION REPORT NAME Ross g taOT I+Ela c - PHONE 688- I3�� Cig NEW ■ UPGRADE MAILING ADDRESS Pc PDX I2-3 4 rAro-La. P-----..-v_.1-L. A -K.. '1H1S-77 LEGAL DESCRIPTION I_or 1 (Resua Put- t_.o--3-S\ s(...-2 gI lsry Rt W s� M. AK LOCATION NO. OF BEDROOMS 3 SEPTIC TANK Well Absorption area Dwelling „ (=T PER . T NO. CJcj3 4 DISTANCE TO: 1'5 / r \ „ Er Manufacturer CrRU�I . Material ST -GL No. of compartments 2. Liq. capacity in gallons 17 s--0 IF HOMEMADE: length Width _ _b.iquid.deptk O Y JD2 = 2 FQ- Well Dwelling PERMIT NO DISTANCE TO: Manufacturer Material Liquid capacity in gallons TILE DRAINFIELD TRENCH DISTANCE TO: Well «E3f Foundation 3S' Total length of lines 2,7)I arm3 Nearest lot linePERMIT 14-'it3e Trench width (r inches NO. '1l4 - Distance between lin • No. of lines Length ofeach line 2-�t 4-11 Top of tile to finish grade S‘ 611 Material beneath tileTotal 1(j inches Depth - effective absorption area 37& FI-2- TZLength PERMIT NO. SEEPAGE PIT Length Width Type of crib Crib diameter Crib depth - -c ive absorption area DIST Well Building foundation Nearest lot line J m Class Depth Driller Distance to lot line PERPERy L0 Absorption area(s) DISTANCE �� Buildi . fo ,.- '• '.-r me Septic tank OTHER PIPE MATERIALS !� 4ll Ags Scikpro; �d-Imap Pvc. 1514- Lt1Ua I In 11111 SOIL TEST RATING 1 I FTS/ 131`DP-00 ✓.A 111.11 1INSTALLER 23-I)LI ,.. Cs. W, B P L- y x# p ii • • REMARKSivr a SNL R S C/V$ULPoAj44 'TG OV'€iZ 1 SEPT -i4-- TANK_ AND LSAT PP- (J04 rt 11111 1 -Amt- lz' RLty,-. TYPAi Srur I/-P-TRi2- tvFt LRA -c-1-4- 4Zock. 4r ,N110,804 A-Aio PEP F 1_747. op 4� ry ' 6 5 iY 1o 0. %/ + o/"Boo e o 00 s 41. i % o APPROVED �ji��4 et- 4," DATE/ LEGAL(•ie.'J���`�j� 72-013 (Rev. 3/78) /'/-60 4 3e)- FNO % REBAR /37.LL /60./0 O WELL NB9"SB h/ 72./ Uo 72./ In N 6//ED 29776 'MLR n ;/71/ gas '1 u° 8 e cawD2GK 57.0 7/9 STlHOusE WELL FRAro U/PEX LEYFL cmc'- LOH)a te✓cc CQNVC Arco G4€4 r JAS C/0 ` —C9NT. DECK /ESMT. I I'OF a ,,4 t SEpr/L Cie.— sr44 /PES 297.99 ®PND,Y',Q43.gQ N99°S7 30"h/ 20'ROAD RESER✓= Qt tst V) W q 30_ PREPARED POR. BRO5. ROSS CONSTX? AS BUILT on k`sr FILE R6. B- CHM 4R1D F.S. B90/ -SS ROA/ SCHW/ND ,�No4DSRB 880,1'725/ B36 -a RV-14ER, FJ/C 1 MEREST CERTIFY THAT AN ACCURATL SURVEY OF THE FOLLOWING DESCRIBED PROPERTY - (\ LOT / 69 RES060, of Lor 33) SEG, 26 r/SN, R2 W S /IL, 4k' P,gLMER RECORD/NCT /3T:,QiMG nixf TM[ w- e•G M&DE OM DECEMBER 20,/W7 PROVEI•EMTS SITWTEO THEREON M[ w1TN1N THE PROPERTY LD1[[ EMD DO MOT OVERLAP 0R ENCROACH 0.4 THE PROPERTY LTIt; ADJACENT THERETO, THAT M0 IOPROVEYEJTS ON PROP- (ATY LTIMG ADJACENT THERETO ENCROACH ON THE mad=' w DUE(TICR AND THAT THERE ARE NO ROADWAYS, TRAMWIS- SIO.I LINES OR OTHER VISIBLE EASEMENTS ON SAD ►ROPGTT EXCEPT AS IMOICATED HEREON. AlWRAFACFC,ALASEA. THIS 4./L/' DAT OF D/cSMCLR IpB �'. Pli t.B i TC Ic: ? ' -II _A: -r'i( C3Fr ,('u A II'_;: IF:4 IF :: t" ='a iL3 !EE: DEPARTMENT -OF HEALTH AND IENVIRCONMENTAI_. PP'tr]TECTION 825 L. STREET, ANCHORAGE, AK 99501. 1...,[4720 - 3 CD d" J ..-.: ' :IC _"9 _ ET: :_i3. IE : IL4 FE__ F'i: F_" EE 8.:: t n„ I PERMIT NO:: - 840934 DATE ISSUED: 11/03/84. APPLICANT: ' ROSS BROTHERS ADDRESS: P.O., 10X 1234 EAGLE RIVER, AK 99577 CONTACT PHONE:: 68833S5 LEGAL DESCRIP: 'SUBDIVISION: SUBLOT. 1 SECTION: 25 TOWNSI-IIPg 15N LOT SIZE: 1.,25A (SCI.F=T. OR AC:RES)• MAX BEDROOMS: 3 LOT: 33 RANGE: - RANGE. 2W Listed below are the opt iIris available to. you in design system. Choose the -option that be_ f:. ng BLOCK: NA our septic TF- fl-: E_NI E:^.fi E3E9YI, ar4a 1.it DEPTH TO PIPE BOTTOM (FT.) 5.5 65' 5.5 GRAVEL. DEPTH (F=T.) 7 - 0.5 2 5 TOTAL DEPTH (FT.) 1.3.0 7.0 • GRAVEL WIDTH (FT.) 2.5 :17.0 0 5. 0 GRAVEL. LENGTH (FT.). 23.0 31.0 44.0 GRAVEL VOLUME (CU. YDS•.)• 17.1 19.6 24.5 •TAM<: SIZE (GALS) i.,t,lilp.0 1,000.0 1,000.0 ** SOIL RATING (SQ, T. /BR) 115 115 115 ** TA1NI1c: MUST. HAVE AT LEAST TWO COMPARTMENTS t—p I certify t -hat; L. 1 -am familiar with the:: requirements for on 4..e severs and Wells as -set forte, by the Municipality of Anchorage (MOM and the State of Alaska. •' I Ni.1 install the system in " e i vOA '_- regulations, ... .,ti t..{.n, :ac.-ca.,rt:ianc;t with a.La. I-.� coca =<.-, „incl r{.tTt.t1_;tior,:; and in compliance with the design criteria -of this permit. _ I will adhere kr i1rC1 and State of Alaska r?gir_nerF- f srthe set back d1Ei'h„i,l"ic{'r if'Chu any existing well, wastewater disposal system or 'public sewerage s'• any adjacent o. ., .. _I system ore this or / <xd;1 ;_::.,::nd.. or nearby lot. i.. 3 '?.. I understand 'tl"i �i't.'tli 7. Si j:]{_'1'iii 7.'i. is valid for. in maximum of bedrooms and any enl:irg_+ment will. require an additional permit. 1F A LIFT STATION IS INSTALLED IN AN AREA COVERED BY MOA 'BUILDING CODES, 1 LN (1) AN ELECTRICAL PERMIT AND INSPECTION F1L:=T BE OBTAINED (2) A5--13U1L1-I,,j -WTL..L NOT BE. APPROVED •WITHOUT AN ELECTRICAL_ INSPECTION REPORT: AND (3) THE ELECTRICAL WORK BE DONE BY A L/,'(!-NSED ELECTRICIAN. SIGNED A F:: i_• i...1 CA N I : ISSUED BY DATE:: DATE: �f� I 37 34 S r® ENGINEERS, INC. P.O, BOX .873447 WASILLA, AK. 99687 (907) 376-3770 PERFORMED FOR• LEGAL DESCRIPTION: L SOIL LOG PERCOLATION TEST JOB NUMBER. ex SOIL LOG o PERCOLATION TEST BEDROOMS k)6 738 DATE PERFORMED. 1 1 - 2 64 re70/ / SeczS 2 5 7C/1:c;,.) 4 • 0.. DEPTH (FEET) COMMENTS 1.5 l kJ, ( 1 2 SLOPE SITE PLAN z r WAS GROUND WATER ENCOUNTERED? IF YES, AT WHAT DEPTH? w 4/o C/ 0 P LD 5 )-1/M 5 l,J 1' W E vitagaoing Date Gross Time - Net Time Depth to Water Net Drop /F ifillite% @ D nay Cp\1 ' Y Yeo yy C. a9� !h W ria ��'n@mn a*in ( 48 , wG�':?u' 7- PERCOLATION RATE rS e•-•16,/( (minutes/inch) TEST RUN BETWEEN ``' `5 FT AND ( % FT rf'[. I.. <f Jc%11,,./'."tt 1,1n.4ti, .er n? :4 PERFORMED BY. �a 1+s Y'. ! / CERTIFIED BY: �2tod (9'e31 DATE' f AAE -HD -I n --7ER ANCHORAGE AREA BOICY~1 DtPARTMENT OF ENVIRONMENTAL QUALITY 3500 TUDOR ROAD ANCHORAGE, ALASKA 99507 279-8686 G,-/—z%l-‘, • INSPECTION REPORT ON-SITE SEWAGE DISPOSAL SYSTEM NAME /2= /e/cin (,J/c`//ii,l/j. MAILING ADDRESS LOCATION-AX»R.ii;^c,t>%J /.i:c) ; SEPTIC TANK: dam. L4 -Di n1ilJ5hHin sicey 9:5-63 in/C. PHONE LEGAL DESCRIPTIO //S /e/ y /l i DISTANCE FROM WELL /62 NUMBER OF f -L MATERIAL -� rCOMPARTMENTS s%xsk'S'L '/• /-LI /9 /6 6/"i. LIQUID CAPACITY /c?-' f GALLONS. INSIDE LENGTH INSIDE WIDTH LIQUID DEPTH SEEPAGE SYSTEM: SEEPAGE PIT: / NUMBER OF PITS / OUTSIDE DIAMETER OR WIDTH /IS LENGTH /`"; DEPTH 6 \ LINING MATERIAL'lf j 1 r ' '� /x`SA 6/ DISTANCE FROM WELL NEAREST LOT LINE Vic" / /p - TOTAL EFFECTIVE ABSORPTION AREA (WALL AREA) -Sl f� "7 SQ FT BUILDING FOUNDATION 3° TILE DRAIN FIELD: TOTAL LENGTH' DISTANCE FROM WELL E-0-031 TION NEAREST LOT LINE OF LINES 1 NUMBER OF LINE/SX--- DISTANCE BETWEEN LINES TRENCH WIDTH ______IN TOTAL EFFECTIVE // ABSORPTION AREA SQ FT LENGTH OF EACH LINE DEPTH: TOP OF TILE TO FINISH GRADE DEPTH OF FILTER MATERIAL BENEATH TILE IN ABOVE TILE WELL:( � DISTANCE FROM ' WATER yl^Ut <{- NEAREST TYPE OI IIT:13 DEPTH `S BUILDING FOUNDATION /60 SAMPLE LOT LINE 46i to 7V SEWERST LINE TANKC i'y / SYSTEMSEEPAGE %SS r CESSPOOL OTHER - SOURCES_ DISTANCES: /r.�2riL; Lt -t 17/77- S.5 7A -de �7 DIAGRAM OF SYSTEM DATE APP ROV€ir- GREATER ANCHORAGE AREA BOROUGH DEPARTMENT OF ENVIRONMENTAL. QUALITY 3500 TUDOR ROAD POUCH 6-650 ANCHORAGE, ALASKA 99502 TELEPHONE 279-8686 SEWAGE DISPOSAL SYSTEM — APPLICATION AND PERMIT PERMIT NO / NAME OF APPLICANT ` % 4 / 4 NC! 1:,),- / ei ,c /y6/' f A—A/c/ /7i'„c/t2O0J ojcv i—, / 3 /112I,/. Sr C, 2,f/—�In ” 1 aF/Dt33 INSTALLATION OF: SEPTIC TANK Z.------ TYPE s� SEEPAGE PIT ✓,,n DRAIN FIELD OTHER TYPE AND SIZE OF FACILITY TO BE SERVED Ad 6e) 2 �/• A ///` * //p //__/1�/ FINANCED THROUGH ‘ Se / TO BE INSTALLED BY ‘c73,4 141 • ` e ,e EI Eli SOIL TEST RESULTS NOTE: THIS PERMIT IS NOT VALID WITHOUT SOIL TEST COMPLETION DATE ANTICIPATED MAILING ADDRESS PHONE INSTALLATION LOCATION LEGAL DESCRIPTION FINAL INSPECTION: 24 HOUR NOTICE REQUIRED. BACKFILLING OF ANY SYSTEM WITHOUT FINAL INSPECTION BY THE HEALTH DEPARTMENT AUTHORITY WILL BE SUBJECT TO PROSECUTION. SEPTIC TANK SIZE /?.3 TYPE ,,Ctee MINIMUM DISTANCES, REQUIREMENTS„--- FOUNDATION EQUIREMENTS— FOUNDATION TO SEPTIC TANK SEEPAGE AREA SIZE /`3 _ ACU FOUNDATION TO SEEPAGE PIT DRAIN FIELD SEPTIC TANK TO SEEPAGE PIT WALL SEPTIC TANK �� r SEEPAGE PIT Z DRAIN FIELD TO NEAREST LOT LINE. /J WELL TO SEPTIC TANK 0SEEPAGE PIT /60 DRAIN FIELD ALSO CONSIDER AREA WELLS /t' WATER MAIN TO SEPTIC TANK SEEPAGE PIT DRAIN FIELD SEPTIC TANK, 7 5 / SEEPAGE PIT TO RIVER, LAKE, STREAM. /Z) DRAIN FIELD CAST IRON INTO AND OUT OF SEPTIC TANK AND INTO CRIB CROSSING GAP OF EXCAVATION 5 FEET INTO UNDISTURBED SOIL. 4 INCH DIAMETER CAST IRON SIPHON PIPES ON SEPTIC TANK AND SEEPAGE PIT FITTED WITH AIRTIGHT REMOVABLE CAPS. GRAVEL BACKFILL CONFORM TO BOROUGH REGULATIONS REGARDING INSTALLATION. 2' ��/T HEALTH AUTHO OR LICENSED DESIGNER TYPE / DIAGRAM OF SYSTEM I CERTIFY THAT I AM FAMILIAR WITH THE REQUIREMENTS OF GREATEf-ANCHORAGE AREA BOROUGH ORDINANCE NO. 28-68 AND THAT THE ABOVE DESCRIBED SYSTEM IS IN ACCORDANCE WITH SAID CODE. DATE / / 21/ 7:// APPLICANT'S SIGNATUREA..-"(1/7 "-9 bkT o N PSL UMMPA TY OF ANCHORAGE Development Services Department 1 Phone: 907-343-7904 On -Site Water & Wastewater Section Fax: 907-343-7997 Certificate of On -Site Systems Approval Parcel I.D. 051-281-61 Expiration Date: (' 1. GENERAL INFORMATION Complete legal description T15N R2W SEC 25 L0T 1 OF 33 Location (site address) 16108 SHIMS STREET, CHUGIAK, AK 99567 Current property owner(s) CHET & ANGELA HOBBIE Day phone Mailing address PO BOX 876634, WASILLA, AK 99697 Real estate agent 2. TYPE OF DWELLING: ® Single Family (w/wo ADU) ❑ Duplex ❑ Multiple Dwellings (Single Family and/or Duplex) Day phone 3. NUMBER OF BEDROOMS: 4 4. TYPE OF WATER SUPPLY: TYPE OF WASTEWATER DISPOSAL: Private Well ® Private Septic Water Storage ❑ Holding Tank ❑ Community Well ❑ Community ❑ Public Water System ❑ Public Sewer ❑ Waiver request for: Distance: Received by: Date: COSA to be released to the engineer, unless otherwise requested by the engineer. COSA Fee $ 630 COVID Date of Payment 1 � , 3 L;010 Receipt Number 51 o 3og Waiver Fee $ Date of Payment Receipt Number COSA # OSC201699 Waiver # 5. STATEMENT OF INSPECTION BY ENGINEER As certified by my seal affixed hereto and as of the validation date shown below, I verify that my investigation, based on procedures outlined in the Certificate of On -Site Systems Approval Guidelines for this application, shows that the on-site water supply and/or wastewater disposal system is (are) safe, functional and adequate for the number of bedrooms and type of structure indicated herein. I further verify that based on the information obtained from the Municipality of Anchorage files and from my investigation and inspection, the on-site water supply and/or wastewater disposal system is (are) in compliance with all applicable Municipal and State codes, ordinances, and regulations in effect at the time of installation. I acknowledge that On -Site staff may visit the site to verify the information submitted. Name of Firm FIRST WATER CONSULTING Phone 907-350-9566 Address 13030 SUES WAY, ANCHORAGE, AK 99516 Engineer's Printed Name CURTIS HUFFMAN, PE Date 12/30/2020 Comments: This investigation was completed in compliance with MOA guidelines, regulations, and best industry practices / methods. The assessment of the condition of the well and septic applies only to the conditions as of the day tested. The flow and absorption rates may change due to subsurface conditions that may not be observed from the surface, changes in land use, local soil characteristics, groundwater levels that may fluctuate during the year, quality of construction (workmanship & materials), the water usage of the family being served by the system and maintenance. The operational life of all well and septic systems are subject to these various and dynamic characteristics and are outside the control of the evaluator of the well and septic system. Therefore, any estimate of how long a system will function satisfactory for current or future occupants or guarantee that no unseen encroachments, deficiencies or discrepancies exist can be given by First Water Consulting & FWrS 6. DSD SIGNATURE System #1 Approved for System #2 Approved for Disapproved Conditional approval for bedrooms bedrooms Aw �,c� •4C:4\s�l 1 i g�P T}'I . — ........ r� �. .. �./ ... v�.~. ". . r • Curtis Huffman �����c,•, CE 128991 srF�' • .12/30120*� bedrooms, with the following stipulations: ST=v 1ATER T PPO(I_L ARA JJJ 0 '0A_ l /JJJJJV-SER��G�`�\�,� B Original Certificate Date: The Municipality of Anchorage Development Services Division (DSD) issues Certificates of On -Site Systems Approval (COSA) based only upon the representations given in paragraph 5 by an independent professional civil engineer registered in the State of Alaska. The Municipality of Anchorage is not responsible for errors or omissions in the professional engineer's work. 7. ATTACHMENTS: COSA Checklist X Nitrate Advisory l Septic System Advisory Arsenic Advisory Well Flow Advisory Other Legal Description: T15N R2W SEC 25 LOT 1 OF 33 If more than 1 septic system on lot: COSA Checklist # _of A. WELL DATA ❑ Well log is filed with Onsite (or attached) Date drilled UNKNOWN Total depth 222 ft Cased to 40+ ft (PER MOA DOCS) ® Sanitary seal is functioning correctly ® Wires are properly protected Casing height (above ground) 12+ in. Date of flow test for COSA 12/30/2020 Static water level at beginning of test 44 ft. Well production at time of test 1.23 gpm B. TANK DATA Age of tank(s) 36 years Tank type/material SEPTIC / STEEL Measured operating fluid level in septic tank 46" ® Standpipes/foundation cleanout per record drawing Date of pumping TANK UPGRADE PENDING D. ABSORPTION FIELD DATA Which system tested (date installed) 11-1984 / 7-1986 ® ALL standpipes present per record drawing Total measured depth from grade 13.3 ft (max) Measured depth to pipe invert from grade 7.3 ft (min) ❑ N/A — pressurized field ❑ Monitor tubes go to bottom of effective. If not, state depth into effective 6' INTO THE 7-8' ED ® Code -required soil cover over field ❑ System presoaked (Required if vacant for greater than 30 days prior to date of test) Gallons introduced gallons Comments/Deficiencies: Parcel ID: 051-281-61 Structure served by this system _ Water storage tank volume 500 gallons Well disinfected for coliform test? ❑ Yes ® Nc ® Coliform bacteria is Negative Nitrate 7.88 mg/L ❑ Nitrate less than MRL (ND) Arsenic ug/L ® Arsenic less than MRL (ND) wgcs Collected by F Date of Sample 12/30/2020 & 1/6/2021 C. LIFT STATION ❑ Required maintenance completed Age of lift station _ years Lift station material Comments: Adequacy test date 12/30/2020 Results M Pass For 4bedrooms Fluid depth prior to test 0 in Water added 600 gal New depth 0 in Elapsed time <1 min Final fluid depth 0 in Absorption rate 600 gpd Any rejuvenation treatment (past 12 months) N If yes, enter date F E. SEPARATION DISTANCES From Private Well on Lot to: (Please enter distances if less than required or if community well) Septic Tank/Lift Station on Lot > 100' ® Yes if No ft Community Sewer Manhole/Cleanout > 100' ® Yes if No ft ® Yes if No Neighboring Tank > 100' ® Yes if No ft Private Sewer/Septic Line > 25' ® Yes if No Absorption Field on Lot > 100' ® Yes if No ft Holding Tank > 100' ® Yes if No Neighboring Absorption Fields > 100' Surface Water > 100' ® Yes Animal Containment > 50' ® Yes if No ® Yes if No ft Manure/Animal Excreta Storage > 100' Community Sewer Main > 75' ® Yes if No ft ® Yes if No From Septic/Holding Tank on Lot to: (Please enter distances if less than required) Building Foundations > 10' ® Yes if No ft Surface Water > 100' ft ft ft ft ft ® Yes if No ft Property Line > 5' ® Yes if No ft Wells on Adjacent Lots: Absorption Field > 5' ® Yes if No ft Private Wells > 100' ® Yes if No _ Water Main > 10' ® Yes if No ft Community Wells > 200' ® Yes if No _ Water Service Line > 10' ® Yes if No ft If septic tank is under driveway comment below From Absorption Field on Lot to: (Please enter distances if less than required) Building Foundation > 10' ® Yes if No ft If absorption field is under driveway comment below Property Line > 10' ® Yes if No _ ft Wells on Adjacent Lots: Water Main > 10' ® Yes if No ft Private Wells > 100' ® Yes if No ft Water Service Line > 10' ® Yes if No ft Community Wells > 200' ® Yes if No Surface Water > 100' ® Yes if No ft F. ENGINEER'S COMMENTS SEPTIC TANK UPGRADE PENDING WITH THIS CONDITIONAL COSA. G. ENGINEER'S CERTIFICATION l certify that l have determined through field inspections and review of Municipal records that the above systems are in conformance with MOA COSA guidelines in effect on this date. g.• TH •••,fir r Curtis Huffman FF9, •. CE 128991AIW .• �`��i ft iM Nitrate Advisory Certificate of On -Site Systems Approval # OSC201699 Subdivision: T15N R2W Sec 25 Lot 1 of 33 907-343-7904 Fax: 343-7997 A water sample revealed a nitrate concentration of 7.88 milligrams per liter (mg/Q. The Environmental Protection Agency (EPA) has established a maximum contaminant level (MCL) of 10.0 mg/L for public drinking water systems. While private wells are not subject to this regulation, EPA standards are based on existing health information and can therefore be used to gauge the relative quality of water from private wells. Please see the attached "Nitrate Fact Sheet" for important information regarding nitrate. This advisory must be attached to all copies of the subject Certificate of On -Site Systems Approval. Mailing Address P O Box 196650 *Anchorage, AlaskaM99519 6650 *www mum org P.O. Box 670269 Chugiak, AK 99567 P: (907) 688-2759 F: (907) 688-2259 TO: Brent Western 16108 Shims Street Eagle River, AK 99577 Camera Inspection Report Date: 1-27-21 Upon inspection of well, we observed discoloration at the pitless with evidence of water leaking in. The casing walls appeared to be heavily rusted with large chunks falling off as camera went down. The weld at 50' appeared to be cracked/broken with some water coming in. After exposing the pitless we re- sealed it. 2 bags of bentonite were poured around it. �hC 0 N 8 U L T I N G 13030 Sues Way, Anchorage, AK 99516 907-350-9566 / firstwaterAK@gmail.com gmail.com January 4, 2020 Municipalities of Anchorage On -Site Water & Wastewater Program 4700 Elmore Road Anchorage, AK 99507 RE: CONDITIONAL COSA LEGAL: T15N R2W SEC 25 LOT 1 OF 33 PHYSICAL: 16108 SHIMS STREET, EAGLE RIVER, AK 99577 The pending permitted 4 -bedroom septic tank upgrade has been impeded due to winter conditions and other factors. We are therefore requesting a Conditional COSA at this time and will proceed with the upgrade once conditions allow. The system has been working for the occupants and granting of this Conditional COSA will not impact any of the neighboring properties or pose a public health risk. Attached are 2 bids and escrow letter from title for the pending installation. Please contact us if you have any questions. Sincerely, Curtis Huffman, P.E. Firs[ Wdhi �.y PISittRiC 5'RVI ;ES If RIt AS It WATER ---°"" R IiF ANN ING Guild mortgage Escrow Withhold Agreement Attn: Melissa Welle Branch/Application Number: 608 2000841 Date: 1/26/21 Borrower: Gibson Property Address: 16108 Shims Street, Unit A -B, Eagle River, AK 99577 Reason for Withhold: ® Weather Related Repairs ❑ Repairs We, the undersigned request that Guild Mortgage Company, hereinafter known as GMC, withhold from loan proceeds a dollar amount, as determined below, for the completion of the following item(s) after the closing of our loan: Repair items: 1. Repair/Replace Septic Tank 2. 3. Withhold Amount Calculation The amount of $ 7971.50 is the highest of two estimates (bids) x 1.5 or $1000.00 whichever is greater. ' in all cases the escrow withhold amount will not be less than $1,000. Total amount of withhold: $ 11957.25 Funds will be withheld from VSeller F1 Borrower ❑Financeinthe Loan Amount Refund excessfunds, if any, after Satisfactory completion and all bills (includes final inspection and penalty fees) have been paid in full to: ®Seller ❑ Borrower or 7apply to principal balance. This amount is to be held by: 7Guild Mortgage Company[DTitle/Escrow Company Agreement of Withhold the un signed borrower(s) and/or seller(s), authorize GMC to withhold from loan proceeds, or will deposit, the amount of $ 11957.25 Ifor completion of the repair item(s) listed above to the subject property as per condition of loan approval. Said fun 'I�held in a non-interest bearing account by GMC or by title/escrow company. Release of these funds is subject to, and conditioned upon, satisfactory inspection of the subject property by GMC or their authorized agent. We acknowledge, understand and agree that if the repair item(s) listed above are not satisfactorily completed by a state licensed and bonded individual or company no later than 6/9/21 1 <� GMC has the right to 1) impose and deduct a $100.00 per day penalty fee from these withhold funds pending receipt of a clear final inspection from the appraiser of record and/or 2) commission a state licensed and bonded individual or company to enter onto the subject property and perform the necessary repairs then pay for the repairs with these withhold funds and/or 3) apply all withhold funds towards the outstanding principal balance of the subject property's mortgage loan and/or 4) accelerate the loan and call the note due. If the funds being held for repair completion are insufficient to cover actual cost incurred, we the borrower(s) and/or seller(s), agree to pay any additional feels), from our own funds, upon demand. If GMC must defend in a court of law the right awarded by this agreement to 1) enter onto the subject property to complete the repair item(s) listed above, or 2) collect additional funds necessary to pay sums owing in the excess of the amount withheld, we, the borrower(s), and/or seller(s), further agree to pay all attorney fees, court costs and/or additional funds owing, without exception. Moreover, we, the borrower(s) and/or seller(s), release GMC, it successors and/or assigns, of any liability with regard to the completion of the repair item(s) listed above. We, the borrower(s) and/or seller(s), acknowledge and understand we will not receive any legal assistance from and do hold harmless, GMC, its successors and/or assigns, from any and all complaints that may arise regarding the subject and the repair item(s) listed above. We, the borrower(s) and/or seller(s), further acknowledge that GMC, its successors and/or its assigns, does not guarantee and is not responsible for the operation of any equipment, the condition of the subject property or that the subject property will be satisfactory in any or all respects. Borrower Seller TERMSOFTHIS WITHHOLD REQUEST ARE ACCEPTED AND ACKNOWLEDGED BY: Date Borrower Date Seller Date Date Branch Manager Approval: Date: REQUEST FOR WITHHOLD APPROVED BY: Date 1/26/21 GMC Underwriting/Training Department Sheri Snead 7/17 Guild mortgage Escrow / EEM Withhold Request Please review Escrow Withhold & EEM Procedures in My Key Attn: escrowwithhold@guildmortgage.net r, ,— 01 /13/2021 1 Goan must have a FUtt Conditional Approval by an Underwriter Branch/Application Number: 608 2000841 Loan Program: FHA 203(8) 30YR Borrower's Name: DON GIBSON JR. Cannot be a Preferred or lumbo Product PropertyAddress: 16108 SHIMS STREET UNITS A -B EAGLE RIVER, AK 99577 Reason for Withhold: ✓❑Weather Related Repairs ❑Repairs F] HUD REO approved escrow ❑ EEM Repair Items that need to be completed: REPLACE SEPTIC TANK Decommission existing septic tank per municipal code. Install new 1250g HDPE tank per engineered design. Install double cleanouts after the tank. Decommission two old septic pipes. Please see attached the following items: ❑✓ Two Estimates from state licensed and bonded contractors ❑ License & W9's for Each Contractor ❑ HERS Report for EEM ❑ FHA ONLY: Completed (pages 1 & 2 signed) HUD -92300 Mortgagee's Assurance of Completion ❑ FHA HUD REO: Completed (pages 1 & 2 signed) HUD -92300 Mortgagee's Assurance of Completion and Sales Contract showing approved 203b Repair Escrow. Bids/Licenses/W9's not required IF the Escrow Withhold amount is stated on the Sales Contract. Withhold Amount Calculation This amount of $7.971.50 is the highest of two estimates (bids) x 1.5 or $1000 whichever is greater. The withhold amount cannot be less than $1000. HUD REO take 110% of the highest bid. Total Amount of Withhold: $11,957.25 (HUD REO Repair Escrow use amount on contract if stated) ❑ Funds will be withheld from ❑✓ Seller Borrower ❑Finariced in the loan amount Refund excess funds, if any, after satisfactory completion and receipt of all bills have been paid in full to: ❑✓ Seller ❑ Borrower El Principal balance Funds to be held by ❑ GMC ❑ Title Company Expected Date of Completion: 06/01/2021 GMC will review attached items and once approved, GMC will send an Escrow Withhold Agreement to be executed by borrowers/sellers Prepared by: Melllsa Welle Phone Number: 907-929"0519 Email: mwelle@guildmortgage.net 8/09/17 SS P.O. Box 773415 Eagle River, AK 99577 Office: (907)694-6454 Fax: (907)688-1506 Email: jrsseptic@gmail.com PROPOSAL Submitted To: Brent Western Phone: 907-350-9566 Email: brentwestern@gmail.com Project Location: 16108 Shims St. Project Description: Replace Septic Tank. PRICE INCLUDES: 1. Decommission existing septic tank per municipal code. 2. Install new 1250g HDPE tank per engineered design. 3. Install double cleanouts after the tank. 4. Decommission two old septic pipes. Estimated price for the above work: $7,971.50 PRICE DOES NOT INCLUDE: SURVEY PROJECT LAY OUT (NONE EXPECTED) ENGINEERING FEES ELECTRICAL (NONE EXPECTED) TOPSOIL AND SEEDING UTILITIES NOT LOCATED BY LOCATE CENTER (NONE EXPECTED) REMOVAL OF ANY MATERIALS FROM SITE UNLESS OTHERWISE STATED IN BID PURCHASE AND INSTALLATION OF INSULATION IF NEEDED. PAYMENT: 50% DOWN PAYMENT PRIOR TO WORK COMMENCING UNLESS OTHER ARRANGEMENTS ARE MADE. BALANCE DUE 30 DAY AFTER THE INVOICE DATE. Northern Excavation and Construction, LLC Estimate 15861 South Birchwood Loop Road Chugiak, AK 99567 (907)694-1373 Northern Excavation@Gmaii.com Services 8,500.00 T1 5N R2W SEC 25 LOT 1 OF 33 16108 SHIMS ST SEPTIC TANK REPLACEMENT Thank you for the opportunity to provide you with this estimate. Changes which increase the specific tasks of machine/labor time spent of this contract, will be submitted in writing by the owner and accepted by the contractor and the contract modified accordingly. Payment to the Contractor for modifications to this contract which increase the work will be charged. All agreements are contingent upon accidents, design changes, or delays beyond our control. Northern Excavation & Construction, (NEC) shall not be held liable for the affects that may occur to the property during and after the install. Affects such as damage and structural integrity of decks or deck supports in or close by the work zone, trees left in close proximity of where machine work takes place or having to stock displaced excavated material around trees to be retrieved, damage and structural integrity of retaining walls that may need to be partially removed or traveled close too, disturbance to driveways, disturbance to any landscaping, etc. All methods and materials shall be in accordance with MOA regulation. Payment in full is due upon completion of backfill. Payments received after 30 days of completion shall be charged a 1.5% monthly fee on unpaid balances. DESCRIPTION: Install new septic tank in accordance with First Water consulting's design. INCLUSIONS: 1250 gallon Greer tank with riser kit cut to grade. Bedding material. Pumping. Disposal of existing tank. Pipe/Supplies. Machine/Labor/Compaction time. EXCLUSIONS: Re -landscaping or seeding. Please note that a 48 hour notice to start digging is required by the State of Alaska for utility locates. JR -S SEPTIC PUMPING AND EXCAVATION LLC P.O. Box 773415 Eagle River, AK 99577 Office: (907)694-6454 Fax: (907)688-1506 Email: jrsseptic@amail.com gmail.com PROPOSAL Submitted To: Brent Western Phone: 907-350-9566 Email: brentwestern@gmail.com Project Location: 16108 Shims St. Project Description: Replace Septic Tank. PRICE INCLUDES: 1. Decommission existing septic tank per municipal code. 2. Install new 12509 HDPE tank per engineered design. 3. Install double cleanouts after the tank. 4. Decommission two old septic pipes. Estimated price for the above work: $7,971.50 PRICE DOES NOT INCLUDE: SURVEY PROJECT LAY OUT (NONE EXPECTED) ENGINEERING FEES ELECTRICAL (NONE EXPECTED) TOPSOIL AND SEEDING UTILITIES NOT LOCATED BY LOCATE CENTER (NONE EXPECTED) REMOVAL OF ANY MATERIALS FROM SITE UNLESS OTHERWISE STATED IN BID PURCHASE AND INSTALLATION OF INSULATION IF NEEDED. PAYMENT: 50% DOWN PAYMENT PRIOR TO WORK COMMENCING UNLESS OTHER ARRANGEMENTS ARE MADE. BALANCE DUE 30 DAY AFTER THE INVOICE DATE. Limitations Project layout will be the responsibility of the engineering firm or a licensed surveyor if needed. A. Bid amount includes installation, materials, and labor and equipment to install the septic system as designed. Unless stated otherwise, the bid amount does not include engineering services. B. Unless stated otherwise, the bid amount does not include export of overburden, trees, stumps, etc. They will be disposed of on-site unless otherwise stated. C. Final grading will consist of backfilling the construction area with onsite native soils to create a rough construction grade that meets the minimum M.O.A. soil cover requirements and provides drainage away from, or around, the septic system. Prior to landscaping, most excavation sites will require hand raking and shoveling to remove larger rocks, sticks and debris. This work is not included in the bid and unless stated otherwise landscaping is not included in the bid. D. There are limitations regarding the quality of final grading. Typically, there is settlement that may occur. JR's Septic Pumping and Excavation LLC will not be responsible for any ground settlement. E. Unless stated otherwise, the bid does not include reconstruction or restoration of decks, fences, driveways, and asphalt, trees, grass that must be removed or disturbed as part of the construction. F. If this is an engineered project, layout will be the responsibility of the engineer. All work will be in accordance with M.O.A. and State Guidelines All work will be performed as per Engineering Plans and Specifications Any alterations or deviations frau: the above specifications involving extra costs will be executed only upon written orders or verbal and will become an extra charge over and above the estimate. All work will be done in a workmanlike manner in accordance with standard construction practices. This is a legally binding contract between the client and JR's Septic Pumping, and Excavation. All collection fees, attorney's fees, and late fees plus a 15% rate of interest will be applied to all accounts 30 days past due. Both parties acknowledge the right to lien the work site if the balance of this contract is notpaid within 30 days of invoicing the work performed. This proposal will be void if not accepted within 14 days of the proposal date. Byssigning this construction proposal; von authorize JR's Septic Pumping and Excavation to proceed in the work listed above and are ap_reeing to all terms and conditions listed. Accept of Proposal /Contract Date: Chet or Angela Hobbie JR's Septic Pumping and Excavation LLC Date: Michael R Wehr Municipality of Ancho On -Site Water and Wastewater Pro (907) 343-7904 Certificate of On -Site Systems Appr Parcel I.D. 051-281-61-000 Expiration Date: Z-8' l a7 1. GENERAL INFORMATION Complete legal description T15N R2W Sect. 25 Lot 1 of 33 Location (site address) 16108 Shims St. Current Property owner(s) Chet Hobble Day phone Mailing address PO Box 877939 Wasilla, AK 99687 Real Estate Agent Jessica Lace . Day phone 696-6512 2. TYPE OF DWELLING: ❑ Single Family (w/wo ADU) E Duplex E Multiple Dwellings (Single Family and/or Duplex) 3. NUMBER OF BEDROOMS: 6 4. TYPE OF WATER SUPPLY: TYPE OF WASTEWATER DISPOSAL: Individual Well 0 Individual Ei Individual Water Storage ❑ Holding Tank ❑ Community Class Well ❑ Community ❑ Public Water System ❑ Public Sewer ❑ WaiverNariance request for: Distance: S Received by. dtalker. COSA to be released to the eITT ess otherwise requested by the engineer. Date: COSA Fee $ 5210 O0 Waiver Fee $ Date of Payment 8'130910 Date of Payment Receipt Number Cka&c32321 - Receipt Number COSA# (SSC UiStf Waiver# 5. STATEMENT'' INSIECTION BY ENGINEER As certified by my seal affixed hereto and as of the validation date shown below, I verify that my investigation, based on procedures outlined in the Certificate of On -Site Systems Approval Guidelines for this application, shows that the on-site water supply and/or wastewater disposal system is (are) safe, functional and adequate for the number of bedrooms and type of structure indicated herein. I further verify that based on the information obtained from the Municipality of Anchorage files and from my investigation and inspection, the on-site water supply and/or wastewater disposal system is(are) in compliance with all applicable Municipal and State codes, ordinances, and regulations in effect at the time of installation. Name of Firm Alaska Rim Engineering, Inc. Address 9131 E Frontage Rd. Palmer, AK 99645 Engineer's Printed Name !' 64.Lvrt-f £ r Sl4'r91.'e' 6. DSDSIGNATURE System #1 Approved for System #2 Approved for Disapproved Conditional approval for By: bedrooms bedrooms Phone 745-0222 Date iM1bt° l�,l� / Mar &. Shreves 1,;13,„:, y t ¢ bedrooms, with the following solliai CE 9351 %Psclsss otaP �S' B6t@6'AMS`s ON-SITE �� 2 WASTFWATFR �Z= PROGRAM -1-.?,(c 41 * Original Certificate Date:t c 7-C) The Municipality of Anchorage Development Services Division (DSD) issues Certificates of On -Site Systems Approval (COSA) based only upon the representations given in paragraph 5 by an independent professional civil engineer registered in the State of Alaska. The Municipality of Anchorage is not responsible for errors or omissions in the professional engineer's work. 7. ATTACHMENTS: COSA Checklist Septic System Advisory Well Flow Advisory COSA blue sheet C 7: c X Nitrate Advisory Arsenic Advisory Other If more than 1 septic system is on the lot: COSA Checklist # of Structure served by this system Certificate of On -Site Systems Approval Checklist Legal Description: T15N R2W Sect. 25 Lot 1 of 33 A. WELL DATA Well type If A, B, or C provide PWSID # Date completed Unknown Sanitary seal (Y/N) Y Total depth 222 ft. Cased to 40+ ft. FROM WELL LOG Date of test Static water level ft. Well production g.p.m: WATER SAMPLE RESULTS: Conform Absent colonies/100 mL Nitrate ND mg/L Arsenic NDug/L Date of sample: 8/3/16 B. SEPTIC/HOLDING TANK DATA Tank Type/Material Septic/Steel Date installed 11/6/84 Tank size 1750 gal. ' Number of Compartments 2 Cleanouts (Y/N) Y Foundation cleanout (Y/N) Y Depression over tank (Y/N) iq High water alarm (Y/N) N Date of pumping, 8/24/16Pumper Sanitary Pumpers Parcel ID: 051-281-61-000 Well Log (Y/N) N Wires properly protected (Y/N) Y Casing height (above ground) 16 in. AT INSPECTION 8/3/16 49.8 0.9 ft. g.p.m. Collected by: Brandon Jones C. ABSORPTION FIELD DATA 11-e.8417-7.88 115ft2/bdrm Trench Date installed Soil rating (g.p.d./ft2 or ft2/bdrm) System type Length 49,4„ ft, Width • 3 ft: Gravel below pipe 7-8' ft. 12'-13.5' - . Total depth . ft. Eff. absorption area 739 ft2 Monitoring tube Y Depression over field N Date of adequacy test 8/5/16 Results (Pass/Fail) pass For 6 bedrooms Fluid depth in absorption field before test 0 in. Water added 900 gal. New depth 0 in.. Elapsed. Time: 24hours min. Final fluid depth. 0 in. Absorption rate >=.900 d g.p. Any rejuvenation treatment (past 12 mo.) (Y/N &type) N If yes, give date D. LIFT STATION Date installed "Pump on" level at in. Datum Size in gallons Manhole/Access (Y/N) "Pump off' level at in. High water alarm level at in. Cycles tested Meets alarm & circuit requirements? E. SEPARATION DISTANCES WELL ON LOT TO: Septic tank/lift station on lot >150' Absorption field on lot >150' Public sewer main >75 Sewer /septic service line >25' Animal containment areas >50' On adjacent lots >150' On adjacent lots >150' Public sewer manhole/cleanout >75' Holding tank >75' Manure/animal excrete storage areas >100' SEPTIC/HOLDING TANK ON LOT TO: Building foundation >10 Property line >5' Water main 10 Water servic4 line 10' Wells on adjacent lots >100' ABSORPTION FIELD ON LOT TO: Property line >' 0 Water Service line >10 Curtain drain None known Absorption field >5' Surfacewater >100' ' >' Building foundation Water main >10 Surface water >100' Driveway, parking/vehicle storage Wells on adjacent lots >100' F. COMMENTS See attached ADEC approval to operate & documentation of addition to leach field in,1986 to accommodate the 6 bedroom duplex. G. ENGINEER'S CERTIFICATION I certify that t have determined through field inspections and review of Municipal records that the above systems are in conformance. with MOA COSA guidelines in effect on this date. Engineer's Printed Name- VvI,WY(I LtkPre. VC, Date .9/1/11/ COSA canary sheet 2-6-15.doc 0„,,:i1.1,1 iiiiiiiii ��OFq�911/� ./ .).• ti, • Mar ' Shreves . c�s • 1. s CE 9351 .: \OV fit °'fOFESS f l l 4 1 Vit. Municipality of Anchorage Development Services Department Building Safety Division On -Site Water and Wastewater Program 4700 Elmore Street P.O. Box 196650 Anchorage, AK 99519-6650 www.ci.anchorage.ak.us (907) 343-7904 Water Well Advisory Certificate of On -Site Systems Approval (COSA) # OSC161394 During a recent COSA on-site inspection and test of the potable water supply well on Block T15N R2W Sec. 25, Lot lof 33 of subdivision, the well's productivity was determined to be 0.9 gallons per minute. The minimum well productivity required by this Department (AMC 15.55) for a 6 -bedroom residence is .63 gallons per minute. Although the subject well currently exceeds this minimum requirement, all parties concerned are advised that the production capacity of the well may fluctuate. Restriction of non-critical water uses such as washing cars and watering lawns and gardens may be required. This advisory must be attached to all copies of the subject Certificate of On - Site Systems Approval. 7 • 11( %z ` ,y29 Y ;4(.7 /;1' Ea 's V /2 II Z9Z.Z6 _)i 9 • 1' . 1 reCE�/�/! —coma% 8 -LB Xyy ASBUILT :'0O a_5(7:121%f/ sO/ SEWARD & ASSOCIATES LAND SURVEYING 694-0829 I HEREBY CERTIFY THAT I HAVE SURVEYED THE FOLLOWING DESCRIBED PROPERTY: zany AND THAT NO ENCROACHMENTS EXIST EXCEPT AS INDICATED. IT IS THE RESPONSIBILITY OF THE OWNER TO DETERMINE THE EXISTENCE OF ANY EASEMENTS, COVENANTS, OR RESTRICTIONS WHICH DO NOT APPEAR ON THE RECORDED SUBDI- VISION PLAT. UNDER NO CIRCUMSTANCES SHOULD ANY DATA HEREON BE USED FOR CONSTRUCTION OF FENCE LINES, OR FOR ESTABLISHING BOUND- ARY LINES. SCALE: /=.7g2 DATE: GRID: FB: DRAWN: .,,,,mcaa�g9 fir f G" nJ'fTH fiV� �•"` . v • Dunn Mrrk7.Sewar . A f¢`S 9.< . l5 a 3.,•.. -a',.....> MUNICIPALITY OF ANCHORAGE DEPARTMENT OF HEALTH AND ENVIRONMENTAL PROTECTION DIVISION OF ENVIRONMENTAL HEALTH CERTIFICATE OF INSPECTION FOR HEALTH AUTHORITY APPROVAL OF ON-SITE SEWER AND WATER FACILITY ' 264-4720 Application Date Marr•h 7, 1985 1. GENERAL INFORMATION (a) Legal Description (include lot, block, subdivision, section, township, range) Lot 1 (A resub of lot.33) Section 25 T15N, R2W, S.M. AK Location (address or directions) Shims street in south Birchwood (b) Applicant Name Bob Ross Telephone: Home Business 688-3385 Applicant Address P.O. Box 1234 — Eagle River, AK 99577 (c) Applicant is (check one): Lending Institution ❑ ; Owner/builder; Buyer ❑ ; Other ❑ (explain) (d) Lending Institution N/A Telephone Address (e) Real Estate Company and Agent Address Telephone Mail the HAA to the following address: (1) N/A C \ t�c- P.O. Box 1234 Ea • - - 2. TYPE OF RESIDENCE Single -Family irk Multi -Family ❑ Other Number of Bedrooms three (3 ) 3. WATER SUPPLY Individual Well ❑ CommunityC Public ❑ Note: If community well system, must have written confirmation from the State Department of Environmental Conservation attesting to the legality and status. See attached form 4. SEWAGE DISPOSAL Onsitea Public ❑ Community ❑ Holding Tank ❑ Note: If community well system, must have written confirmation from the State Department of Environmental Conservation attesting to the legality and status. Page 1 of 2 72-025 (11,84 5. ENGINEERING FIRM PROVIDING INSPECTIONS, TESTS, FILE SEARCH, DATA AND INFORMATION As certified by my seal affixed hereto and as of the validation date shown below, I verify that my investigation of this Health Authority Approval shows that the on-site water supply and/or wastewater disposal system is safe, functional and adequate for the number of bedrooms and type of structure indicated herein. I further verify that based on the information obtained from the Municipality of Anchorage files and from my investigation and inspection, the on-site water supply and/or wastewater disposal system is in compliance with all Municipal and State codes, ordinances, and regulations in effect on the date of this inspection. Name of Firm e — � h T?Iephone 4 —e® L� 7 Address 1 —1 L �" I\- C.' Date :Vet ,44--). 6. DHEP APPRO_VA/L/ Approved for U/t/t-L¢. bedrooms by Date 3 Engineer's Seal Ait BA if I •*o a s '.�...u.omo.o fici 1K0MAc 't. �• Approved Disapproved Conditional Terms of Conditional Approval dheQ CAUTION The Muncipality of Anchorage Department of Health and Environmental Protection (DHEP) issues Health Authority Approval certificates based solely upon the representations given in paragraph 5 above by an independent professional engineer registered in the State of Alaska. The DHEP does this as a courtesy to purchasers of homes and their lending institutions in order to satisfy certain federal and state requirements. Employees of DHEP do not conduct inspections or analyze data before a certificate is issued. The Municipality of Anchorage is not responsible for errors or omissions in the professional engineer's work. Paae 2 of 2 A. WELL DATA Well Classification rl MUNICIPALITY OF ANCHORAGE (MOA) HEALTH AUTHORITY APPROVAL (HAA) hiAil 0 8 1985 CHECKLIST - FEBRUARY 1984 - 264-4720 MUNICIPALITY OF tt FOi:;4G2 DEPT. OF Hr- LTi ENVIRONMENTAL PRCfLCFION C Well Log Present (Y/N) No RFcgIyE© Legal Description: Lot 1 (A resu o Lot 33 ) Secetion 25 T15N R2W S.M. AK If A, B, C, D.E.C. Approved (Y/N) Date Completed N/A Yes Yield 1.43 GPM Total Depth 222 ft. Cased to 222 ft. Depth of Grouting N/A Static Water Level 45 feet Pump Set At 200 feet Casing Height Above Ground 18 inches Sanitary Seal on Casing (Y/N) Yes Electrical Wiring in Conduit (Y/N) Yes Depression Around Wellhead (Y/N) No Separation Distances from Well: To Septic/Holding Tank on Lot 1 57 feet • On Adjoining Lots over 1 50 feet To Nearest Edge of Absorption Field on Lot 198 ft. ; On Adjoining Lots To Nearest Public Sewer Line N/A To Nearest Public Sewer Cleanout/Manhole N/A To Nearest Sewer Service Line on Lot N/A Water Sample Collected by GeoLab ; Date 12-114 o4 neer 150 feet Water Sample Test Results Satisfactory Comments B. SEPTIC/HOLDING TANK DATA Date Installed 11/6/84 Standpipes (Y/N) Yes Size 1750 gal. No, of Compartments two (2 ) Depression over Tank (Y/N) Air -tight Caps (Y/N) Yes No Pumping/Maintenance Contract on File (Y/N) No Foundation Cleanout (Y/N) Date Last Pumped N/A ; for N/A Yes Holding Tank High -Water Alarm (Y/N) N/A Temporary Holding Tank Permit (Y/N) N/A Separation Distances from Septic/Holding Tank: To Water -Supply Well 1 57 feet To Building Foundation ti A feet To Property Line 30 feet To Disposal Field 12 feet To Water Main/Service Line N/A - To Stream, Pond, Lake, or Major Drainage Course Over 100 feet Comments Page 1 of 2 72-026111/84) C. ABSORPTION FIELD DATA Soils Rating in Absorption Strata 115 ft. ,$'/bedroom Type of System Design deep trench Date Installed 11/6/84 Length of Field 23 feet 4 inches f/ Width of Field 36 inches Depth of Field 8 feet Gravel Bed Thickness N/A Square Feet of Absorption Area 375 feet Standpipes Present (Y/N) Yes Depression over Field (Y/N) No Results of Last Adequacy Test N/A Date of Last Adequacy Test N/A Separation Distance from Absorption Field: To Water -Supply Well 158 feet To Property Line 14 feet To Building -Foundation--- 35 feet To Existing or Abandoned System on Lot ( 26 feet`) To Water Main/Say-ice Line N /A • On Adjoining Lots over 30 feet To Cutbank (if present) no cutbanks present To Stream/Pond/Lake/or Major Drainage Course over 100 feet To Driveway, Parking Area, or Vehicle Storage Area 65 feet Comments 7 See attached letter concerning separation distance between drainfiel(lc D. LIFT STATION Date Installed N/A Dimensions Size in Gallons Manhole/Access (Y/N) "Pump On" Level at "Pump Off" Level at High Water Alarm Level at Vent (Y/N) Tested for Pumping Cycles during Adequacy Test. Meets MOA Electrical Codes (Y/N) Comments ** Check Permitted Bedroom Rating Against HAA Request ** I certify that I have checked, verified, or conformed to all MOA and HAA guidelines in effect on the date of this inspection. Signed Date Company MOA No }`jam/ `44;if, ff Receipt No. 3 4c my," f . —.- 00000.0,00 0 0009 en9/+P9Clog 00I fl:011. i.S L. ....,.•.I Date of Payment 3 1-1S P, 5 Amount $ 41 Page 2 of 2 72-026 (11/84) 2243-E 7 Engineering Report For: Waiver Request of Minimum Separation Distance Between Drainfields Located At: Lot 1 (a resub of lot 33) Section 25 T15N, R2W, S.M. Prepared For: Brothers Ross Construction P.O. Box 1234 - Eagle River, AK 99577 Project Number: W6810 March 8, 1985 PURPOSE: The purpose of this letter is to request a waiver of the 30 feet minimum separation distance between drainfields for the referenced property. The ultimate purpose here is to receive a Health Authority Approval for the existing 3 bedroom mobile home, which is being financed. DESCRIPTION: This property is occupied by two separate dwellings which are served by two separate wastewater disposal systems. A septic system installed in 1971 serves the two story frame house and a system installed in November of 1984 serves the mobile home. At the time the newer sewer system was installed it was thought that there would be no substantial impact from the other older existing system. But, later - earch showed a closer separation distance an :s previously realised. The actual separatio distan e was measured at the site and found to be 26 fee from the end of the recently installed deep tre - to the closest corner of the older crib s- .ing the wood frame house. Topography in the area is nearly subsurface soils are well to poorly with the depth of the water table feet (a water table was never found on CONCLUSION: level and the graded gravels being over 17 this site). Since the majority of the deep trench serving the mobile home is over 30 feet from the gravel limit of the exisiting crib and both are installed in relatively good gravel, we believe their impacts on each other should be minimal. We would greatly appreciate an approval for t. - waiver. If there are any questions or comme3. please contact us at your earliest convenience. TRS/km Sin e:: rely, i P.E. /"=40" 3— PAID Wie REBASE lo 0' 1 /3744 174 7A./ %o. hA 7.0 97.76 67.0 Tack I SHED O /45 1.4, r - - - - - —r, ..cAA'r. Dg&K CO n K • PND Xe;RcaAJ? 72./ $ a 67.0 /40,/0 • DWELL sr0+y //Dust Phyfrat4 uiat. L.sscc Cm/ tou7R, tcVJ;L 76-CCWVYkrto %se24e C/ SCANT. DECK its stPr/c We-- Sr'NP/ APES ►RLMRIO /OR. BR05. ROSS cons rR• AS BUILT w1L INE MO, SE ow WHO JOB NO. A/1.4_CC anti •e.e • ROA/ 297.99 ' A/69°5-730"ki 7/.9 WELL 1 HEREBY CIRTIn, THATANACCURATE SURVEY 0I TML / IOLLOWINi DESCRIBED PROPERTY(\ �tor / !fl RESUBD, or Lor 333-\ SEG. 26 r/SN, R.Z W S," f!K Poz tte RECORD/.VG b/r3/Gr WA MADE a1 DECEMBER 2O, AND TIYT TT ( W- PROVLVENTS SITUATED THEREON ARE WITHIN TNCIEROPERTV 4 Loin AND DO NOT OVERLAP on ENCROACH ON THE PROPERTY IVINS ADJACENT THERETO, TNAT NO IMPROVLMLNTS. ON FROP- LRTT LYING ADJACENT THERETO ENCROACH ON THE HEMA • SC//1_//A/�YO I 1M outTga MD TWAT THERE ME NO ROADWAYS, TRAMW1h l.. /7 YV COM LINES OR OTHER MIKE EASEMENTS ON SAID PROPERTY SRS gar 725/ Eiu.T AS INDICATED HEREON. 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