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Home My WebLink AboutRABBIT CREEK VIEW & HEIGHTS BLK 8H LT 5ARabbit Creek View Heights Block 8H Lot 5A #020-571-40 Municipality of Anchorage On-Site Water and Wastewater Program • (907) 343-7904 Page 1 of 3 ON-SITE WASTEWATER INSPECTION REPORT Permit Number: OSP141485 PID Number: 020-571-40 Dwelling: M Single Family (SF) ❑ Duplex (D) ❑ Multiple (SF and/or D) Project: ❑ New N Upgrade Name: FNMA ABSORPTION FIELD W. ❑ Deep Trench E] Shallow Trench E] Bed ❑Mound Address PO BOX 650043 DALLAS TX 75265 ❑ Other Phone Number of Bedrooms Soil Rating Total depth from original grade 3 GPD/SF Ft. LEGAL DESCRIPTION Depth to pipe invert from original grade Ft. Gravel depth beneath pipe Ft. Subdivision Block Lot RABBIT CREEK VIEW & HEIGHTS 8H 5A Fill added above original gradeGravel Ft. length Ft. Township Range Section Gravel width 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 FiT Ft. Well >100' >25' TANK ❑ Septic ❑ S.T.E.P. ■ Holding ❑ Other Manufacturer ANCHORAGE TANK Capacity 2000 Gal. Surface Water >100' Material STEEL Number of compartments 1 Lot Line >10' NA Foundation >10' LIFT STATION Manufacturer Capacity Gal. Curtain Drain __ Pump on level at Pump off level at High water alarm at Remarks EXISTING SEPTIC SYSTEM AND HOLDING in. in. in. TANK DECOMMSIONED PER UPC REQUIREMENTS CONNECTED TO GARAGE Pump make and model Electrical Inspections performed by PIPE MATERIAL House to tank 3034 Tank to drainfeld Installer DEAN CONSTRUCTION Drainfield COlMT3034 Inspector ANSON MOXNESS BENCH MARK (Assumed elevation)100 ft Inspection1� 12/18/14 Location and description m dates: Z 3" a BACK GARAGE SLAB COMMUNITY DEVELOPMENT DEPARTMENT APPROVAL Engineer's Stamp v Conditional Approval: Date , � Ji { ''�'` Approved I Lt� Date f - 3� /�[r �``!� , Inspection Report_9-1-12.ddc B,�RpNryc -3e:0 54.0 -- --- -I D 1 45.01 6 INSTALLED 2000 GALLON HOLD/NG ;`;•%` TANK W/'HI�H WATER ALARM ANCHOR TAN FV FLOATATION GARAGE" 5A WITH TWO 2'x Vr"N€ADM£N� / B VACANT DO DECOMMISION£D £X!$17 6 SEPTIC - _ SYSTEM PER PC REO 1RFM£NTS-� -� - BLOCK gH �- CONNECTED TO SEIYER'UNf fR GARAGE / VACANT H �-_- FRRAB EE vI NOTE. SLOPES EXCEEDING 25X WERE NOT OBSERVED WITHIN 50 fEET DOWN GRADIENT OF THE PROPOSED ABSORP17ON FIELD LOCATION. U NOTE.• THIS IS NOT A SURVEYED PLAT. WELL k S£P77C LOCA7IONS TAKEN FROM ON-SITE WATER AND WA ST£ WATER DEPARTMENT DOCUMENTATION. ALL LOCATIONS SHOWN ARE APPROXIMATE 25 0 25 50 75 100 125 150 SCALE,, 1' = 50 FT 4' CONTOUR LINES r- � i X41 � ::•fie fleJ90®6iPi0iiYb060obe. �� ➢r,rus,',4er. INrJCR: SPURKLAND ENGINEERING I AVENUE I I I HOLDING TANK ASBUILT 203 V 157h. RABBIT CREPSK {7R1I & HEIGRTS BLK B8 IT 5A ANCH. AK. 99501 FNMA DAIS Dec 22 2014 (907) 279-3916 8146 BYR17N BR ANCHORAGE AK 995/6 SHEET.• 2/3 GRID, SV3340 PERMIT B OSP141485 PID if 020-571-40 RCVHBBHL5A.SC50-ASB.DV6 3/4' wire cable w/ tury NOTE. HOLDING TANK MUST REMAIN READILY ACCESSIBLE TO A PUMP TRUCK AT ALL TIMES. THE ACCESS SITE FOR PUMP TRUCK MUST NOT BE MORE THAN 100 FEET FROM HOLDING TANK AND THE ELEVATION MUST NOT BE MORE THAN 11 FEET HIGHER THAN THE BOTTOM OF THE TANX. RAIN CAP 6' PUMP Emvi 100' I' X 10' CONDUIT 1' GALVANIZED LB. Ery= eyet 978. DIRECT BURIAL WIRE TO ALARM PANEL 2" SIHATIQU 1' PVC CONDUIT HIGH WATER ACA I MERCURY SWITCH FL AT 18' 64' r r r r r r r r r r r r r r r STANDARD 2000 GAL, HOLDING TANK `- �J • ^®a®, £t'+ 4 l-. > s 4+ BENCH MARK RACK GARAGE SLAB ASSUMED ELEVATION 100 FEET ISPURKIAND ENGINEERINGI ( RABBIT CREEK VIEII & HEIGHTS BLK 8H LT 5A I I HOLDING TANK ASBUILT 203 W 15TH, AVENUE ANCH, AK. 99501 FNMA DATE DEC 22 2014 (907) 279-3916 8146 BYRON DR ANCHORAGE AK 99516 SHEET, 3/3 GRIDS SV3340 PERMIT It LISP 141485 PID #020-571-40 RCVHB&X5A.D3-ASBDW6 On -Site Water and/or Wastewater System Permit Permit Number: OSP141485 MUNICIPALITY OF ANCHORAGE Development Services Department On -Site Water & Wastewater Program 4700 Elmore Road, PO Box 196650 Anchorage, AK 99519-6650 Telephone: (907) 343-7904 Tax Code Number: 02057140000 Work Type: SepticTank Upgrade Permit Effective Dates: November 10, 2014 to November 10, 2015 Design Engineer: SPURKLAND ENGINEERING Subdivision: RABBIT CREEK VIEW & HEIGHTS Site Legal Address: RABBIT CREEK VIEW & HEIGHTS BILK 8H LT 5A G:3340 Owner/Address: FEDERAL NATIONAL MORTGAGE ASSOCIATION PO BOX 650043 DALLAS TX 752650043 Site Mailing Address: 8146 BYRON DR, Anchorage This permit is for the construction of: /2.1y-/# Lot Size in Sq Ft: 34902 Total Bedrooms: 3 N Disposal Field N Septic Tank Y Holding Tank N Privy N Private Well N Water Storage .2: 0 All construction must be in accordance with: 1. The attached approved design. 2. All requirements specified in Anchorage Municipal code Chapters 15.55 and 15.65 and the State of Alaska Wastewater Disposal Regulations (18AAC72) and Drinking Water Regulations (18AAC80). 3. The wastewater code requires inspections during the installation. The engineer must notify the Development Services Department at least 2 hours prior to each inspection. Provide notification by calling (907) 343-7904 (24 hours). 4. From October 15 to April 15, a subsurface soil absorption system under construction during freezing weather must either: A. Open and Close on the same day. B. Covered, sealed, and heated to prevent freezing. Received E Issued By: MUNICIPALITY OF Community Development Department Development Services Division On -Site Water & Wastewater Program Phone: 907-343-7904 Fax: 907-343-7997 ON-SITE SEWER/WELL PERMIT APPLICATION Parcel I.D. 020-571-40 Property owner(s) FNMA Mailing address PO BOX 650043 DALLAS TX 75265 Site address 8146 BYRON DR ANCHORAGE AK 99516 Legal description (Sub'd., Block & Lot) RABBIT CREEK VIEW & HEIGHTS BLK 8H LT 5A Legal description (Township, Range & Section) Lot Size Sq. Ft. Number of Bedrooms 3 APPLICATION IS FOR: APPLICATION IS AN: TYPE OF DWELLING: (0 all that apply) Absorption Field ❑ Initial ❑ Single Family (SF) 0 (w/wo ADU) Septic Tank ElUpgrade n Duplex F-1Holding (D) Tank Renewal ❑ Multiple Dwellings ❑ Privy ❑ (SF and/or D) Private Well ❑ Water Storage ❑ THIS APPLICATION INCLUDES A VARIANCE / WAIVER REQUEST FOR: Distance: I certify that the above information is correct. I further certify that this is in accordance with applicable Municipal Codes. owner or authorized agent) Permit/Rush Fees: d Date of Payment: 10125i1)y C Receipt Number: 06 5,?'l Permit No. O'Se)y 1y 6 Permit App_9-1-12.doc Waiver Fees: Date of Payment: Receipt Number: Waiver No. k"v-& Spurkland Engineering Environmental Consulting and Design HOLDING TANK INSTALL RABBIT CREEK VIEW & HEIGHTS BLK 8H LT 5A Municipality of Anchorage October 28, 2014 Development Services Department On Site Water and Wastewater Program 4700 Elmore Road Anchorage, Alaska 99519 Subject: Holding Tank Installation Permit 8146 Byron Dr Anchorage AK 99516 Ladies and Gentlemen: I am writing to request a holding tank installation permit for the above referenced property. The existing holding tank has become compromised and must be replaced. A site plan, design drawings and construction specifications are enclosed for your review. System: We are proposing a new 2000 gallon holding tank. The holding tank will contain a high water alarm switch set to activate with 500 gallons of reserve space, this will provide an additional day to have the tank pumped at maximal usage. A contract with a septic tank pumping service will be maintained so that the system is pumped on a regular basis. We expect to have the tank pumped every 2 to 3 weeks. Final disposal of the waste will be at the AW WU treatment facility. Soils: The original septic system was installed in 1977 and appears to be installed in ground water. Once that system failed in 1982, a 2000 gallon holding tank was installed. During recent excavation on the property, we found a layer of peat and organics over saturated silt with groundwater at the organic/silt interface. This is consistent with the 1982 test holes performed prior to the initial holding tank installation. The soils are not suitable for either a traditional septic system or an advanced wastewater treatment system. Surface Water: There are no surface waters within one hundred feet of the proposed septic system upgrade. Waivers: None 203 West 15th Avenue Suite 203, Anchorage, AK 99501, Phone: (907) 279-3916 Fax: (866) 354-1597, Lspurkland@gci.net i4 Spurkland Engineering Environmental Consulting and Design The installation of this holding tank will not prevent wells and septic systems from being installed on the adjacent lots. The proposed septic system will not change the general slope of the area. Ponding and/or concentration of surface runoff will not result from this installation. If you have any questions or concerns, please contact me at 279-3916. Sincerely, L s Spurkland, P.E. Civil Engineer 203 West 15th Avenue Suite 203, Anchorage, AK 99501, Phone: (907) 279-3916 Fax: (866) 354-1597, Lspurkland@gci.net \Y I3A IAA / 4A \ \ r VACANT VACANT BL 5H \ \7AVACANT 6A VACANT \ 1 5A \\ BLOCK 8H \ \ \ 1 4A \ \\ EI TS SID - - 1 VACAM \ � N VACANT VIEW 11 RAB IT 14A G£.Ptk!> \ / 15A \ \ 1 i / VACANT \\ NOTE: THIS IS NOT A SURVEYED PLAT. WELL & SEPTIC LOCATIONS TAKEN FROM ON -SIT£ WATER AND WASTE WATER DEPARTMENT DOCUMENTATION. ALL LOCATIONS SHOWN ARE APPROXIMATE. 50 0 50 100 150 200 250 300 SCALE, 1' = 100 FT, I SPURKLAND ENGINEERING I I RABBIT CREEK VISI/ & MGM BU 8B LT 5A I I HOLDING TANK DESIGN 203 V 15TH. AVENUE FNMA DATE, OCT 28 2014 NC 4K, 9 3916 8451 BYRON DR ANCHORAGE AK 99516 SHEET, 1/3 GRID, SV3340 PERMIT # DSPI11OXX PID # 050-571-40 RCVHB8HL5A.SCIOO.DVG 6,gO - - -- -- ----- INSTALL 2000 GALLON HOLDING TANK Zj N_ H/ H WATER ALARM A TAN �INSI` FLOATATION )r 4 or GARAGE WITH A YIN 2�x2 DMEN� 6A JDECOMMISION EXIS77NO SEPTIC VACANT SYSTEM EW PER UPC REDO '\RL OCK SH SEWERLWE FRiWGAR4 E lcommer To 2 h P ry c� 4A VACANT ---- -- ------ ------ ---- NOTE.• SLOPES EXCEEDING 25% WERE NOT OBSERVED WITHIN 50 FEET DOWN GRADIENT OF THE PROPOSED ABSORPTION FIELD LOCATION. NOTE: THIS IS NOT A SURVEYED PLAT. WELL & SEPTIC LOC417ONS TAKEN FROM ON-SITE WATER AND WASTE WATER DEPARTMENT DOCUMENTATION. ALL LOCATIONS SHOWN ARE APPROXIMATE. 25 0 105 50 75 Im 125 150 SCALE., 1' = 50 FT 4' CONTOUR LINES I3PUKALANU LNEPINLLKIN& DESIGN 203 V 15 TH. AVENUEMWT CREEK W & MIGYMEIr 8ff IT 5A HOLDING TANK I ANCR AK. 99501 FNMA BATE, OCT 28 2014 (997) L079-3916 11 8146 BYRLW DR ANCHORAGE AK 99516 SHEET, 213 GRID SV3340 I PERMIT # ESP141XXX P177 # 020-571-40 RCVW88HL5ASC50,BV5 I 3/4' wire cable w/ turc Conc NOTE. HOLDING TANK MUST REMAIN READILY ACCESSIBLE TO A PUMP TRUCK AT ALL 71M£S THE ACCESS SITE FOR PUMP TRUCK MUST NOT BE MORE THAN 100 FEET FROM HOLDING TANK AND THE ELEVATRIN MUST NOT BE MORE THAN 11 fEET HIGHER THAN THE BOTTOM OF TME TANK. 1' X 10' CONDUIT RAIN CAP Ty PIC 6' PUMP ACCES P GALVANIZED LB, DIRECT BURIAL WIRE INsriLArN TO ALARM PANEL 1' PVC CONDUIT HIGH WATER ALAkk MERCURY SWITCH FL T 78' ISPURKLAND ENGINEERING I I RABBIT CREEK IIEW & HEIGHTS BU 8N LT 5A I I HOLDING TANK DESIGN I 203 W 15THAVENUE ANCH. AK. 99501 FNNA DATE OCT 28 2014 (907> 279-3916 8146 BYRON DR ANCHURAGE AK 99516 SHE£D 3/3 GRID: SV3340 PERMIT # OSP 141XXX PID #020-571-40 RCVHB8HL5A.D3DW6 i &-'J-� Spurkland Engineering Environmental Consulting and Design Rabbit Creek View & Heights Blk 8H Lot 5A Holding Tank Buoyance Force Calculations Buoyant force on empty 2000 gallon septic tank assuming fully saturated soils Fb = 2000ga1 x 0.13368 f t3/gal x 62.41bIft3 = 16683 lb Tank Weight WTank = 19841b Concrete Deadmen Dimensions: 2' x 2' x 4' = 16 ft3 p = 150 lb1ft3 Soils M // .. / RI . SL° PLAti ! 1 -00 Net Weight: 150 Ib � ft3 — 62.41blft3 = 87.61b� ft3 t,,�\\\o �•'P� WDeadmen = 16 ft3 x 87.61bIft3 = 1401.6 Ib x 2 = 2802 Ib Soils Net Weight: 60 lbIf t3 Minimum cover over tank = 3 f t Soil over tank: Vsoii(tank) = 5.33 ft x 12 ft x 3 ft = 192 ft3 Wsoil(tank) = 192 ft3 x 60 lb /ft3 = 11520 Ib Soil over Deadmen: Vsoil(deadmen) = 5.83 ft x 2 ft x 4 ft = 50.6ft3 Wsoil(deadmen) = 50.6 ft3 x 601bIft3 = 3038.4 Ib x 4 = 12154 lb Total Resistive Force Fr = WTank + WDeadmen + WSoil(tank) + WSoti(deadmen) Fr = 1984 Ib + 2802 lb + 11520 lb + 12154 lb = 28460 lb Safety Factor = Fr/Fb = 28460lb/16683 lb = 1.7 203 West 15`" Avenue Suite 203, Anchorage, AK 99501, Phone: (907) 279-3916 Fax: (866) 354-1597, Lspurkland@gci.net MUNICIPALITY OF ANCHORAGE ® \ DEPARTMENT OF HEALTH & ENVIRONMENTAL. PROTECTION ENVIRONMENTAL ENGINEERING DIVISION l 825 L Street - Anrhorage, Alaska 99501 Telephone 264-4720 ON-SITE SEWAGE DISPOSAL SYSTEM AND/OR WELL INSPECTION REPORT PHONE ❑ NEW m NAME UPGRADE lJ cSs fl 7�GJ.-N /'L<'c' yJv.� MAILING ADDRESS LEGAL DESCRIPTION > 0 I_. S�� J� iris G' r i" 1Zt_ L (iC `�-( is I < rt i__,� LOCATION NO. OF BEDROOMS Well �® Absorption area Dwelling �m PERMIT NO. DISTANCE TO — _ h Z Manufacturer Material No. of compartments aQ w — h �' Lica. capacity in gallons Inside length Width Liquid depth IF HOMEMADE: DISTANCE TO: Well / 7 �v Dwelling / �- PERMIT NO. gAAd0ruV_ tT U _j�z 02< Manufacturer Material_ Liquid capacity in gallons J s w Well sJ DISTANCE TO: _ Foundation Nearest lot line — PERMIT NO. J w Z No. of lines Length of each line Total length of lines Trench width Distance between lines Z w b- v -_ - - inches - .— - h -- - Top of rile to finish grade Material beneath rile Total effective absorption area �Q inches Length Width— DCpth PERMIT NO. w Q h Type of crib Crib diameter Crib depth Total effective absorption area o. a W w N -- Well Building foundation Nearest lot line DISTANCE TO: Class Depth Driller Distance to lot line PERMIT NO. J J — w Building foundation Sewer line Septic tank Absorption area(s) DISTANCE TO: Y'of ZIVL' OTHER b t,C 1Al i v. PIPE MATERIALS (� i5T t P= SOIL TEST RATING tuP cI i r. ;��-J,) INSTALLER I - REMARKS K sur _ _ tlUaI�ING Ob4�l sc_�l� t -`uo-sa�� Y pwL rr - — �e LL APPROVED DATE LEGAL 3 v F�3 i__i S �' ' CA f3 I_� ( T G[_F e 6; lar I C; N �S J -»_mI IRa�� 3/781 Municipality of Anchorage o su Development Services Department Building Safety Division On -Site Water and Wastewater Program 4700 South Bragaw St. P.O. Box 196650 Anchorage, AK 99519-6650 www.ci.anchorage.ak.us (907)343-7904 Well Log Permit Number tA(4knoc,.2tA Date Of Issue (A Ev 06q!> Parcel Identification NumberOZO- //_5-1' Date Started tUkKk G.21n Date Completed "J,{ K Is well located at approved permit location? i1 'AK40WK Legal Description i31vc Ct �l, Cof S'/ Rk 6hi � Creed ri�r�'�tfi Borehole Data: Soil Type & Thickness & Water Strata j K0Ow Block Lot �r Depth From To n y o-' Th @rl0 /Ca r�c_t1._'.1`ti w a-` C.�G5 ToaKd QT!iPi 5-ervice 6Y Aara�J Put,p SF' ftJtCe r C � r l a v. t / il_/ )'//to t -----I CQvta� e� ala roW 1"uyap 9l✓�Sv�, �,L,C, V I 43 / Property Owner Ilame & Address: 16o 133D QQ ft�t� 6 F* f -e' Aer q gj"11 Method Of Drilling: `0 oir rotary 0 cable tool U�,KAJL9 WA/ Casing Type: 5�e,e I Wall Thickness N inches Diameter_Linches, depth y$ feet Liner Type: - Diameter —inches, depth= --feet Casing Stickup Above Ground:'___ _-feet Static Water Level (from ground I vel): m _fee: Pumping Level: feet after.-,hrs. pumping.3 Rgpm Recovery Rate:_ 3 gpm Method Of Testing: Pi A n �-Y,�- Well Intake Opening Type: / Open End 0 O �e 0 3-lrbcriud; Etch: foot Stoppcd feet 0 Perforations Start ----feet Stopped feet IVCt� e C& Vf alt)' GroutType: Depth; from ramNKA /v0bL-/ / /etV, toolume feet Pump Intake Depth: '{ 1 feet r Pump Size �a hp Brand Name Gru v O 5 Well Disinfected Upon Co pletion? K Yes 0 No Method Of Disinfection: Ck/01-IKe. Comments: ,/��'t" -, w Weil Driller Name UV, 640 W V\ Company } C ;5!V JAN d3 Mailing Address City State Zip MUNICIPALITY OF ANCHORAGE Department f Health and Environmentz Protection �c ��- 82.5 Street, Anchorage, AK. j9501 264-4720 HANDWRITTEN PERMIT # ae # Permit # n Il_ WELL AND/OR ON-SITE SEWER PERMIT Applicant: GQoi_c,;n��I�(latc�ovuh Mailing Address: y Kn,K 9qs""0'-_ r Location: Phone Number: Q, cj_ Lys �— Legal Description: L_ �k €� tta�,b�� C�.r��K I�SLot Type of Soil Absorption System Is: Trench: Drainfield: Seepage Bed: _ Size: Holding Tank: I—, - Maximum Number of Bedrooms: 3 Soil Rating(sq.ft/br) DEPTH The Required Size of the Soil Absorption System Is: LENGTH GRAVEL DEPTH WIDTH The length dimension is the length(in feet) of the trench or drainfield. The depth of a trench or pit is the distance between the surface of the ground and the bottom of the excavation(in feet). There is no set width for trenches. The gravel depth is the minimum depth of gravel between the outfall pipe and the bottom of the excavation(in feet). REQUIRED SEPTIC(H LN TANK SIZE GALLONS # # Permit applicant has the response ility to inform this department during the installation inspections of any wells adjacent to this property and the number of residences that the well will serve. TWO(2) INSPECTIONS ARE REQUIRED # # Backfilling of any system without final inspection and approval by this department will be subject to prosecution. Minimum distance between a well and any on-site sewage disposal system is 100 feet for a private well or 150 to 200 feet from a public well depending upon the type of public well. Minimum distance from a private well to a private sewer line is 2.5 feet and to a community sewer line is 75 feet. Well logs are required and must be returned to this department within 30 days of the well completion. Other requirements may apply. Specifications and construction diagrams are available to insure proper. installation. # # PERMIT EXPIRES DECEMBER 31, 1 9 3 3 I certify that: (l) I am familiar with the requirements for on-site sewers and wells as set forth by the Municipality of Anchorage. (2) I will install the system in accordance with codes. (3) I understand that the on-site sewer system may require enlargement if the residence is remodeled to include more that 3 (bedrooms. Signed: /%(�9i4x� Issued by: Applicant_ Date: SWP/024(1/81) MUNICIPALITY OF ANCHORAGE Department Health and Environmental ''rotection 825 Street, Anchorage, AK. ,)501 Permit9;4,GgS,q Applicant. Location: 264--4720 # HANDWRITTEN PERMIT # # # W-Et:L ANDI6R-D1t`�5i'f 'SEWER PERMIT (I I ---I n i i , ,. ):!' �- j Mailing Address: Phone Number 2 - Legal Legal Description : L_ rj✓_1, r f 6,13 /I c ('/: { Type of Soil Absorption System Is: french: Drainfield: __ _ Seepage Bed: Lot Size: Holding Tank: Maximum Number of Bedrooms: -,2 Soil Rating(sq.ft/br) The Required Size of the Soil Absorption System Is: DEPTH _.LENGTH GRAVEL DEPTH WIDTH The length dimension is the length(in feet) of the trench or drainfield. The depth of a trench or pit is the distance between the surface of the ground and the bottom of the excavation(in feet). There is no set width for trenches. The gravel depth is the minimum depth of gravel between the outfall pipe and the bottom of the excavation(in feet). 1 # REQUIRED `SR PIC(HOLDING) TANK SIZE =(_� rac.'(-, GALLONS!# # Permit applicant has the responsibility to inform this department during the installation inspections of any wells adjacent to this property and the number of residences that the well will serve. • # # TWO(2) INSPECTIONS ARE REQUIRED # # Backfilling of any system without final. inspection and approval by this department will be subject to prosecution. Minimum distance between a well and any on-site sewage disposal system is 100 feet for a private well or 150 to 200 feet from a public well depending upon the type of public well. Minimum distance from a private well to a private sewer line is 25 feet and to a community sewer line is 75 feet. Well logs are required and must be returned to this department within 30 days of the well completion. Other requirements may apply. Specifications and construction diagrams are available to insure proper installation. # PERMIT EXPIRES DECEMBER 31, 1 9 3 2 I certify that: (1) I am familiar with the requirements for on-site sewers and wells as set forth by the Municipality of Anchorage. (2.) I will install the system in accordance with codes. (3) I understand that the on-site sewer system may require enlargement if the residence is remodeled to include more IlL 3 bedroo's � Signed : _r/ r. , °P;% Issued by: u-- e - App ant -a Date: SWP/024(1/81) ❑ SOILS LOG MUNICIPALITY OF ANCHORAGE \� DEPARTMENT OF HEALTH AND ENVIRONMENTAL PROTECTION � PERCOLATION O TEST 825 L. Street, Anchorage, Alaska 99501 264-4720 SOILS LOG — PERCOLATION TEST PERFORMED FOR: e''i LClvDATE PERFORMED: .3_ 2 vZ LEGAL DESCRIPTION: ci nPP SITE PIAN 1 - 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 COMMENTS "t)d s : -* WAS GROUND WATER S ENCOUNTERED? jo L O P IF YES, AT WHAM % E DEPTH? S Reading Date Gross Time Net Time Depth to Water Net Drop l 2'ov g a, y 0, !0 2 2"0 /O 2 z� 30 io n 'd6 CIO 3- -'- H2, G' Z' 30 - Z, 61 — 21y0 io ,53 v,v8 1/0 -5-0 1 t O L• i `' d'U� PERCOLATION RATE 2 0 (minutes/inch) l" TEST RUN BETWEEN - / — FT AND y FT i.. -0� /�% . Rd� t .2fvajB PERFORMED BY: C71-ec'/ CERTIFIED BY: 72-008 (6/79) DATE: 7-2-2-r-2- 72-008 `2/'a -2- FA ❑ SOILS LOG = MUNICIPALITY OF ANCHORAGE � DEPARTMENT OF HEALTH AND ENVIRONMENTAL PROTECTION PERCOLATION ,i TEST 825 L. Street, Anchorage, Alaska 99501 264-4720 SOILS LOG - PERCOLATION TEST PERFORMED FOR: �7er) fyjylc.{t'✓r"-) / I DATE PERFORMED: �� — b ✓�' LEGAL DESCRIPTION: N) `/-'-r /� k Q � ; Rio - CJ l o DEPTH SLOPE SITE PLAN ( FEET) ��ITTI—��— 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 COMMENTS PERFORMED BY: 72-008 (6/79) WAS GROUND WATER 2S S ENCOUNTERED? O P IFYES, AT WHAT / E Ll %z Reading Date Gross Net Depth to Net Time Time i Drop WAS GROUND WATER 2S S ENCOUNTERED? O P IFYES, AT WHAT / E Ll %z Reading Date Gross Net Depth to Net Time Time Water Drop -7/7, —o 2:6:7 /a z. v.20 L ZS" 2.4f 0.1A 6 z'yS i0 z cJSe 2. PERCOLATION RATE (minutes/inch) TEST RUN BETWEEN FT AND �® FT CERTIFIED BY: DAT f<>,r�e xSOILS LOG MUNICIPALITY OF ANCHORAGE DEPARTMENT OF HEALTH AND ENVIRONMENTAL PROTECTION PERCOLATION TEST '\ 825 L. Street, Anchorage, Alaska 99501 264-4720 SOILS LOG - PERCOLATION TEST PERFORMED FOR: \`_ n44 +t ll )�� 2kid I) 1 DATE PERFORMED: LEGAL DESCRIPTION:_ dbblt co• (%1t S-l(?l<;�ri�.) �V�r]r Kllnc.,I 8 _M ti mot c1aritc V~ SLOPE SIIE PLAN Yf-r-TTTT--1 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 (Mi.)` .�,(`�� AJC:>Yv��ll arvtDiAn4s 0 I VA V 2,f - E"(\vi S k COMME=NTS VN WAS GROUND WATER S i ENCOUNTERED? L 0----- P —P E,, IF YES, AT WHAT DEPTH? Reading Date Gross Time Net Time 1�1r Depth to Water Net Drop z 1,1-19 i C7 1- v lam' PERCOLATION RATE TEST RUN BETWEEN PERFORMED BY: \ - _CERTIFIED BY: 72-009 (6/79) (minutes/inch) FT AND �5 " FT DATE. J Municipality of Anchorage DEPARTMENT OF HEALTH & ENVIRONMENTAL PROTECTION POUCH 6.650 ANCHORAGE, ALASKA 99501 INSPECTION REPORT ON ONSITE SEWAGE DISPOSAL SYSTEM AND/OR WELL NAME gYYVZS 1� k��td ( ADDRESS Safi QSQ�X 4gC3.-`J LOCATION n PERMIT NUMBER LEGAL DESCRIPTION PHONE(S) 3�^�- 3c��'3 �- N N��S 3 cv #OF BEDROOMS SEPTIC TANK TILE DRAINFIELD � -�( we G\ S I NUMBER OF LINES LENGTH EACH TOTAL LENGTH —� 3 cv MANUFACTURER CAPACITY IN GALS. DEPTHS: 1, „ TILE TO GRADE FILL BELOW PILE FILL ABOVE TILE MATERIAL #OF COMPARTMENTS INSIDE DIMENSION LENGTH- WIDTH- IDEPTH� SEEPAGE SYSTEM TILE DRAINFIELD � -�( we G\ S I NUMBER OF LINES LENGTH EACH TOTAL LENGTH —� 3 cv DISTANCE BETWEEN LINES TRENCH WIDTH DEPTHS: 1, „ TILE TO GRADE FILL BELOW PILE FILL ABOVE TILE lySE:EPAGE TRENCH OR ❑ PIT (I I +Oicil I Lj 5 WIDTH LENGTH DEPTH ❑LOG CRIB FILL MATERIAL DEPTH RINGS- DIA. TOTAL EFFECTIVE ABSORPTION AREA; 4� SQ. FT. WELL CLASSIF CATION DEP'iH PIPE MATERIAL INSTALLER DISTANCES TO SEPTIC SEEPAGE SEWER FROM TANK SYSTEM LINE CESSPOOL WELL WELL LOT LINE FOUNDA- TION ME 202 SYSTEM DIAGRAM I Lj S� ba ti 1- Sol REMARKS��tS S�S{�/� i� c�cie'.�vaE �or %.V C'k LA 95 I_ac_lLps e_Kc_. h•n21c�Uac9 S•S DATE /O/77 APPROVED BY "-�J 'jI 1 LOT: BLOCK:. 6—SUBDIVISION: 0.1 G� Cy�' 5 72-012 (9/771- -'y` 1- |YPE UF 607L H8SORBTION SYSTEM lS� TRENCH 1HXI01|1 NUM8ER OF 8EDROOMS z ] SOIL RHTING (SQ FT/BR)� i15 [HE REAU[RED SIZE OF [HE S8IL H8S1019TlUN SYSTEM IS: �N &N-H-vuv= vy^gns L-ITITMA Y'�== 152 SA d 7 A oil 1=1 le, 1&8. W US: I --', U^�� 1-.1 .; 00�0 Ay 0 , 9 0: 0 Qv I ZZ I. > TWAIW I,XCI -1`�h.,: "-1'; .11- L.E::. !=,-� �C.D1 u::ii:U ��I �. I IF ji�� 11- 0 1 � 04 n -w 1"" kE� 13 1 of 111 ) 04 IS so! N IQ! M Lis Ld 1 UK! 4414 1. HCKFILLING UF RNY SYSTEM WIlHOUT FINHL INSPECTION HND HPPRUYHL BY THIS WPM HIM T WlLL HE SU8JECT TO PROS�CUTlON INlMUM DISTHNCE 8ETWEEN H WELL HND HNY ON—SITE SEWHGE DISPUSHL SYSTEM lS 00 FEE[ F0H H Flo lVH[E WELL OR 200 H:EET FOR R PUBLlC WELL FU HAS IME REQUIRED AND MUST 8E RETURNED TO THE DEPHRTMEW WITHlN % DHY� F lHE WELL COMPLETION. THER REQU1REMENTS MY WPM SIGN IFICAI IONS AND CONSTRUCTION DIHGRHMS HRE VI TO INSURE PRUPER lNSTHLLHllOUT �00, ^ CERT]FY THHT . l HM FHMILIHR WITH 1 E REQUIREMENTS FOR ONvITE SEW[RS HND WELLS HS SET URlH 6Y HE MUNIClPHLllY OF ANCHORAGE � 1 WlLL IPAW AL! THE SYSTEM IN HCCOR0HNCE WITH THE CODES � ] UNDERSTHND THH| THE ON^SIlE SLWEk SYSlEM MAY REQUIRE ENLHRGEMENT IF THE ESI|/ENCE IS 1,0100E1ED TO lNCLUDE MORE THHN ] BEDROOMS. CONSULTING GEOLOGIST BOX 476-M, STAR ROUTE A • ANCHORAGE, ALASKA 99507 • PHONE 344-7071 SOILS LOG Performed for �C�C'S �� Date Location 0 e 5 � �, (/\- C' -j?- 0 2 i,'4 6 16 20 Total Depth of Excavation Material at Total Depth Groundwater !rcOernL Bedrock Not Reacheds4M Not Reached Depth, if Reached Classification Method Soil Type Water Level Remarks c)-I2� (-�^) Visual ( ) Sieve Analysis C' M S Depth, if Reached Gary F. Player, Consulting Geologist �M Visual ( ) Sieve Analysis C' M S Depth, if Reached Gary F. Player, Consulting Geologist • Municipality of Anchorage °` e On -Site Water and Wastewater Program (907)343-7904 _ DEC 2 6 2014 Certificate of On -Site Systems Approval ^rWche^t p st.a,.er Parcel I.D. 020-571-40 Expiration Date: ' �S 1. GENERAL INFORMATION Complete legal description RABBIT CREEK VIEW & HEIGHTS BLK 8H LT 5A Location (site address) 8146 BYRON DR ANCHORAGE AK 99516 Current Property owner(s) FNMA Day phone Mailing address PO BOX 650043 DALLAS TX 75265 Real Estate Agent Day phone 2. TYPE OF DWELLING: M Single Family (w/wo ADU) ❑ Duplex ❑ Multiple Dwellings (Single Family and/or Duplex) 3. NUMBER OF BEDROOMS: 3 4. TYPE OF WATER SUPPLY: TYPE OF WASTEWATER DISPOSAL: Individual Well Q Individual ❑ Individual Water Storage ❑ Holding Tank Community Class Well ❑ Community ❑ Public ::rater 8Y�'� . ❑ Public Sewer ❑ WaiverNariance request for: NONE Distance:_ J�'7 /rte 1 Received by:Date: COSA to be released to the engineer, unless otherwise requested by the engineer. COSA Fee $ 268'56 Waiver Fee $ Date of Payment I'Al 1014114 Receipt Number 01111&6 COSA# 9e/Lllla5?- Date of Payment Receipt Number Waiver # If more than I septic system is on the lot: COSA Checklist # 1 of 1 Structure served by this system 1 Certificate of On -Site Systems Approval Checklist Legal Description: RABBIT CREEK VIEW & HEIGHTS BILK 8H LT 5A A. WELL DATA Parcel ID: 020-57140 Well type PRIVATE If A, B, or C provide PWSID # Well Log (YIN) N Date completed `1983 Sanitary seal (YIN) Y Wires properly protected (YIN) Y Total depth 48 ft. Cased to 48 ft. Casing height (above ground) 12+ in. FROM WELL LOG AT INSPECTION Date of test 5/28/13 Static water level ft. Well production 9— p.m-WATER SAMPLE RESULTS: Coliform NEG colonies/100 mL Nitrate '358 mg/L Arsenic ND ug/L Date of sample: 1/24/13 B. SEPTIC/HOLDING TANK DATA Tank Type/Material HOLDING TANKISTEEL Tank size 2000 gal. Number of Compartments 1 Foundation cleanout (YIN) Y Depression over tank (YIN) N Date of pumping NEW Pumper 42 ft. 3.0 g. p. m. Collected by: AAROW WELL Date installed 12/18/14 Cleanouts(YIN) Y High water alarm (YIN) Y C. ABSORPTION FIELD DATA Date installed Soil rating (g.p.d./ft2 orft /bdrm) System type Length ft. Width ft. Gravel below pipe ft. Total depth ft. Eff. absorption area fl? Monitoring tube — Depression over field — Date of adequacy test Results (Pass/Fail) For _ bedrooms Fluid depth in absorption field before test in. Water added gal. New depth in. Elapsed Time: min. Final fluid depth in. Absorption rate >= g.p.d. Any rejuvenation treatment (past 12 mo.) (YIN & type) If yes, give date D. LIFT STATION Date installed "Pump on" level at in. Datum E. SEPARATION DISTANCES WELL ON LOT TO: Size in gallons "Pump ofr level at _ Cycles tested rip Manhole/Access (Y/N) High water alarm level at Meets alarm & circuit requirements? _ Septic tankflift station on lot On adjacent lots 100'+ Absorption field on lot On adjacent lots 1001+ Public sewer main NA Public sewer manhole/cleanout NA Sewer /septic service line 25+ Holding tank 100'+ Animal containment areas 50+ Manure/animal excrete storage areas 100'+ SEPTIC/HOLDING TANK ON LOT TO: Building foundation 5+ Property line 51+ Water main NA Water service line 10'+ Wells on adjacent lots 100'+ ABSORPTION FIELD ON LOT TO: Property line _ Building foundation Water Service line Surface water -- Curtain drain Wells on adjacent lots Absorption field 51+ Surface water 100'+ Water main -- Driveway, parking/vehicle storage - in. F. COMMENTS NGry wah r, raw.afe rterd4yzyrirtP 6 saS,"w-ArW uAen LCf�Yer(Qfsl� G. ENGINEER'S CERTIFICATION I certify that 1 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 % �Qoc�b^r2 l`+'tiarY Date -1Z/"/ 1Y COSA brown sheet 10-10-12.doc $el: Q9 TH -)9V ETq�p�,.S��ax. ✓it fiAe,` Y�oa'Q SHANE 0.1roLT °°°U�u L58910 ,�u NEI—ALITIGU XEPEON FS FOR -1 VSE OF EENOIWIusnnnOxs!IE -ILLY TO SNPNLAMEAPENMfY nUTTO ETS OFOPo0.Po5 MM1IRA odRFE APIPA UNE Ohl5rIN3POYF PLAT, ARE fFuttlxES iS iE OFUE[WD.OTXEPituuilgSE �MFn0.aNECN RF PFEO0.p 4Ni,nPENT SNOWN HAAE ON( '1 ERESTN TMAY iiO&VSEO iO CfiF0.MxF MpFA`v VNEsoN iPsinOrvnoo[A .ESL SnNAOVAA%E � NVP,.vIN65XOWNNE0.CLNMnYiE/.i:PORMCR OVENEN[ESSIYESMW uq/gtl6. AS-SUILTSURVEY 1"=30' PROIeRrY II HEREBY CERTIFY THAT I HAVE PERFORMED A SURVEY OF THE FOLLOWING DESCRIBED PROPERTY LOT 5A 11111 IN, RABBIT CREEK VIEW AND RABBIT CREEK HEIGHTS ( PLAT 2804-91) lWCHORAGE RECORDING DISTRICT, ALASKA, AND THAT THE VISIBLE IMPROVEMENTS SITUATEDTHEREON ARE WITHIN THE PROPERTY LINES AND NO VISIBLE ENCROACHMENTS EXIST OTHER THAN NOTED. DATED AT ANCHORAGE,ALASKA MIS STH_ DAY OF _]ANDARY , 2015. ROLE PIER OLRHME�. IRE.1.11 5 f7MF FR ]F9-lR ARlRU _ APPLK lila FILLS OUT UPPER HA ONLY Property O��.ier - �;-C' b - Phone Date Dat Mailin! Address .— 7i? (, - -- Zip Code l.� 1...\. Buyer ...- :- Address . Zip Code lt�l 01 Lending Institution UI1410 "-EP7 OF HF;;I.TH << ENVIROVIdjNiAL PROTECTION( Phone Address Zip Code 'CONDITIONS OF APPROVAL �✓ _ Realty Co. & Agent I�i� )-_( Phone e_ _]�� Address U Soils Rating Date Sewer Installed Zip Code Well Log Received Legal Description C,�I„1 (__r IIK �{ Street Location Septic Tank Size Type of Residence t-- fJ' Single Family J ❑ Multiple Family No. of Bedrooms El Other - Water Sppply I ndividual ❑ Community ATTACH WELL LOG. A well log is required for all wells drilled since June 1975. ❑ Public Utility For wells drilled prior to that date, give well depth (attach log if available). Sewer Disposal ❑ Individual J UPL)'Ct?�Q `V ❑ Public Utility f/ l r,/�,( Year Individual Installed: When Connected to Public Utility: (a7/Holding Tank Oq (, /,tjd NOTE: THE INSPECTION FEE MUST ACCOMPANY EACH REQUEST BEFORE PROCESSING CAN BE INITIATED. -� Time Time at, '� L �,o Time - 9-,c1 Time Date Dat Date Date Inspector Inspector 1 Inspa.:or j Field Notes: UI1410 "-EP7 OF HF;;I.TH << ENVIROVIdjNiAL PROTECTION( RECEIVED ( ) APPROVED BEDROOMS ( ) DISAPPROVED (,)(_) CONDITIONAL APPROVAL' 'CONDITIONS OF APPROVAL �✓ _ DA — / ti t I e_ U Soils Rating Date Sewer Installed Area Well Log Received —J,i =ToTAbsorption Septic Tank Size ]202901821 t-- - N I ime Time - - -� Drte Date �� Date o® s / Inspector Inspector Inspector P — comments q Conditional Approval - a ---o- -- Ccrc:' _-:,nl Approval lI A4 0.4 Q 0- < Date Sewer Installed Permit No. Septic Tank Size Holding Tank Size Soils Rating Well To Absorption Area Well Log Received Well to Tank APPLICANT FILLS OUT LOWER HALF ONLY _ Property Owner '; 75777 Q p / v t C (.i _II.1 I Mailing Address 0 K.)- �� j Fli)��,r�?r,�� rK,r_�l;�� Jl Buyer (%I`i Address Led—Institution phone Address Realty Co. & Agent _ -- !V Phone Address Legal Description_i _ -�7l J Street Location i:'%� i (,% f' I �� f ✓(_ TypeRf Residence C] Single Family Fl lttiple Family No. of Bedrooms O OM Water Supply PP�� Individual ATTACH WELL LOCI. A well log is required for all wells drilled Sine ❑ Community 1975. For wells drill d prio to that d te�give well_d pth attach log if ❑Public UtiIItY��` available. Tp .��f �� `�.p Sew a Disposal - Individual Year Individual Installed:.____ ❑ Public Utility When Connected to Public Utility: ----- El Holding Tankv�_ NOTE: THE INSPECTION FEE MUS-' ACCOMPANY EACH REOUEsT BEFORE PROCESSING CAN BE INITIATED. - I nspecto 1p e -14-LICZZW Al .Permit #-. 820982 January 31, 1983 TO: Permit Applicant Subject.. Lot 5 3locic 8 Rabbit Creek Heights Subdivision A ;permit- issued by this department for an individual well and/or on -.site sewer system has expired as of December 31, 1982. Permits are issued on a calendar year basis, as staked on Lhe permit, by authority of Municipal Ordinance. if you have drilled the well, a well log needs to be sent to this department for documentation of the installation date and to close the permit. if a private engineer inspected the installation of the on --site sewer system, please :'lave them send us the as-builts for our files and documentation. If there are an" further questions, please call this office at 264--4'720. Sincerely Robert C. Pratt, R.S. Acting Program Manager. Sewer and Water Program RCP/ljw enc: cop y of Permit SWP/057 ALASKA RIROWNAL COnTROL 6ngineerinq & Cnuironmentol Studies SeRuiCCJ, Inc. September 13, 1982 MUNICIPALITY OF ANCHORAGE „- C- IT " . ENVI i' 1 - A . ' .O F . d RECEIVED Department of Health & Environmental Protection 825 L. Street Anchorage, Ak. 99501 Dear Mr. Buckholz, e/ I am writing this letter in regards to rs. Mo _ Property, Lot 5, Block 8, Rabbit Creek eights . She wishes to place a holding tank on this property. I sent a letter to you earlier explaning what work I had done for her. I found that the leaching system was placed in grey silty soil. This soil was too tight for adequate percolation. Our test holes had filled with water to within 2 feet of the ground surface the day after we drilled them. This was caused by water running through the top 2 feet of peaty soil. I performed a percolation test on the layer of soil just below this peat layer. The silty material was rated at 240 sqft per bedroom. Unfortunately this layer was compacted by heavy equipment during construction of a curtain drain, rendering this layer useless for soil. percolation. The rest of the site consist of silt overlain by peat. In most places the water table is within six feet of ground level. It may be possible to install an engineer system on this lot but it would be very expensive. Because of the above mentioned conditions we recommend that a holding tank permit be granted on an interim If you have any questions, let me know. Sincerely, C /Jiem�-;?Green Geotechnical Engineer Approved: / ,A/// Leroy Reid Jr..,IPhD, PE President 1220 West 25th Auenue o Anchoraqe, Alaska 99503 0 (907) 276-1361 A PU 1-1 6-650 ANCHORAGE, A[_ASK/ ')O, ,W-0650 UF,---Af i_:11 i',!T01 11EAL IC I ANU FN V IH 01\1%i F r: I A I_ P H OF F C T I ON August 20, 1982, Geor.gene Mollovan, M.D. 2834 Knik Avenue Anchorage, Alaska 99503 Subject: Your Inquiry Dated August 18, 1982 Lot. 5 Block 8 Rabbit Creek Heights Subdivision The Department of Health and Environmental Protection has received your inquiry and has the following responses to specific points of the inquiry: Soils Test Mr. Kennedy has reviewed your: soils test i-nquiry, August 20, 1982, and states the area considered for conducting the percolation test was 4' - 6' below surface, however, the soils report does not specifically state the test was conducted with a two(2) foot head of water and was accepted as meeting Municipal standards. Soils During Infection (1) Mr. Willis' report shows the installation was deliberately over. designed. The permit required, as a minimum, twenty-nine(29) feet of trench length, however, the actual installation was forty-five(45) feet in length. The result is an over design of 50% for the three(3) bedroom residence. The over design was voluntary on the part of the excavator. (2) Your current request for health authority approval is for a two(2) bedroom residence. The installed absorption tfench was designed for three(3) bedroom house and is oversized by a factor of two(2) when utilizing the original s6ils test by Gary Player. If evaluated by Alaska Environmental Control Services, Inc. recent soils test, the original installation is still correctly designed regarding total area for a two(2) bedroom house. Geo.rgene Mollovan, M.D. August 20, 1982 Page Two Trench Length The inspection report, by Mr. Willis, states forty-fi-ve(45) feet of trench length. The excavation was measured to obtain this measurement. Typically, cleanout pipes are not placed exactly at the ends of the excavation. The perforated pipe used in your installation is obtained in ten(10) foot lengths and would facilitate placing cleanouts forty(40) feet apart even though the total length is forty-•five(45). Inspection Note The note on the inspection report by Mr. Willis states the system design is adequate for a four(4) bedroom home. This determination is made from empirical information of soils test rating and actual sidewall area. I trust this information clarifies questions on the property. If you feel the Municipality errored, you may file a claim through Risk Management, 632 West 6th Avenue, Anchorage, Alaska. sincerely, Les N. Buchholz, R.S. Program Supervisor LNB/ljw cc: John Kennedy Cory Willis Mr. Ruckholdzt�/� Municipality of Anchorage ITeal.th and Fnvironmental Protection P25 L Street Anchorage, Alaska 09501. near Sir: 'TP'A4 Ynik Ave. Anchorage, Alaska 00501 August 1P, 19P? MUNICIPALITY OF ANCHORAGE C`7 C- CLAVI, RECEIVED I spoke with you earlier today about my property on Lot 5 RlockP Rabbit Creek weights Subdivision.As you may recall, I have been attempting to sell my house for several. months now and have had several buyers interested. Earnest money was placed by one potential buyer and an entire loan package was approved by Alaska Statebank. The only thing holding up completion of the transaction was the passage of the adequacy test as required by the Municipality. T originally purchased the house in 1979 and the septic system had been approved at that time. and at the time of installation in the fall- and winter of 1977-1-Q7P. T purchased the property in good faith t1tat~ the system was the correct type and adequate for the property. To getting an adequacy test for sale of the property I engaged Alaska Fnvironmental Control Services, Tn.c. who are listed on your handout as a firm approved by the Municipality. Mr. Jim Green and Mr. Leroy Reid have been assisting me. The initial and subsequent adequacy tests have failed and this firm has advised me that several flaws have been found in the original approval of the system. They feel the system should have never been approved and will write an additional letter to you . Three points that they have made to me are: 1. "'be initial percolation test done by Gary Player Ventures including the soil log was inadequate and did not meet the ^rational Standard which the Municipality has adopted. One example cited was the h inch diameter hole dug 4-6 feet and a 2 foot column of water used for a measurement. 2. The soils rating of the property is listed as 1.15 square feet per bedroom. An inspection was clone and recorded by the Municipality. To this firm it is obvious that the soils are no where near this rating and is a glaring error. 1. The remark on the initial inspection states it is adequate for a 4 bedroom house. This firm says this is entirely untrue. 4. The accompanying diagram lists a 45 foot white perf. trench. In excavating the area this was discovered to be only 40 feet. I would like you to examine these documents and comment on the statements made by the Alaska Environmental Control. I have enclosed all the pertinent information including new studies done on my property. I would appreciate a prompt reply because this matter has been going on for some time and I am unable to inhabit or sell. the house in this condition. Sincerely, Georgene Mold.ovan, M.D. ALASKA Rino MIAL conTROL SRUS, inc. engineerinq & 6nuironmentol Studies 5/15/82 GENA MOLDOVAN 2834 KNIK ROAD ANCHORAGE AK 99503 SELLER — GENA MOLDOVAN BUYER— SUBDIVISION—RABBIT CREEK HEIGHTS BLOCK -8 LOT -5 ADEQUACY TEST FOR SEWER SYSTEM THE TYPE OF ABSORPTION SYSTEM IS A 'FRENCH WITH AN UNKNOWN AREA. THE SYSTEM IS CAPABLE OF ACCEPTING 20 GALLONS OF WATER PER DAY. THE SURGE CAPACITY OF THE SYSTEM IS 20 GALLONS. THE SYSTEM IS UNACCEPTABLE BECAUSE THE SURGE CAPACITY IS LESS THAN 75 GALLONS, THE SYSTEM IS NOT CAPABLE OF ACCEPTING 450 GALLONS OF WATER PER DAY. THE SEPTIC TANK WAS PUMPED ON 5/15/82 . SEPTIC 'TANK ADEQUACY THE EXISTING SEPTIC TANK VOLUME OF 1250 IS ADEQUATE FOR THIS 3 BEDROOM HOUSE. 1/b T�j�o°aeooeeety°.N�VA fr� * � no ocaae:a ane •aa v iC o Leroy .. Reid, Jr. ; ,y I!Va, No. 2251 L aa`ar�,mr 1220 West 25th Auenue a Anchoraqe, Alaska 99503 e 907) 276-1361 P4"" CP -All, Aw Jq - �' 1 t. Z§" of 6 f App rava 1, for My indivirilial nower all(I V7,XtQr � -1 (-' i I j. I-, i 0 � c a ri i 10 1)C' q rn ri-11 ri C! 11 IQ 1, 1 1:1):! P" (.) 1. 1. ()%a in q i t -ol n F, 11a v (- be I ml mp 1, ot t+ (I .,round 1-11w wr011 eF -d vjc! 1jee(jf3 I() I)c--, -i, iv'lperviollf'-' LyInn. cooil so that it ;'rom thr" 4Jt-2.11 WYt 11(O dr? t-_ ( IC! - ) t )-, W�At-(Or U11ZA1-Wiif=4 Kel-10 , Jj''iji-L.tc0i t.r) tld.E,; -Frovi [Aw Chow 10b, 5633 11 Street, for oi.jr re.vip%q. o I ry m COT) t'i 1-ml113)ed ,,ritlh it receint Mlbllli 1A 00 11-.O 1-111 '3 An adequiAcil tosl.- 11000.3 1-'.0 1-70 (-)Yl tlfjc? nxi'itillq leac,hinq area. tnst wi l-1. determine i -C Lit,- -iyt-d--om in nccordi.11q to TRIA(mal Starvlanls. 2% Wntinq W'.: privato :_irms peri"01'milir) h1he test necdc3 t'o N, mtbmit-'ted to L --hit; off -Ace ljr-):e ci.-ty '?oorql:"ne Pkol(lovmj P.O. 111ox .1.0-l`355 ject - Lot 5 1'0.ock Crook Ifts. Subdivisim App rava 1, for My indivirilial nower all(I V7,XtQr � -1 (-' i I j. I-, i 0 � c a ri i 10 1)C' q rn ri-11 ri C! 11 IQ 1, 1 1:1):! P" (.) 1. 1. ()%a in q i t -ol n F, 11a v (- be I ml mp 1, ot t+ (I .,round 1-11w wr011 eF -d vjc! 1jee(jf3 I() I)c--, -i, iv'lperviollf'-' LyInn. cooil so that it ;'rom thr" 4Jt-2.11 WYt 11(O dr? t-_ ( IC! - ) t )-, W�At-(Or U11ZA1-Wiif=4 Kel-10 , Jj''iji-L.tc0i t.r) tld.E,; -Frovi [Aw Chow 10b, 5633 11 Street, for oi.jr re.vip%q. o I ry m COT) t'i 1-ml113)ed ,,ritlh it receint Mlbllli 1A 00 11-.O 1-111 '3 An adequiAcil tosl.- 11000.3 1-'.0 1-70 (-)Yl tlfjc? nxi'itillq leac,hinq area. tnst wi l-1. determine i -C Lit,- -iyt-d--om in nccordi.11q to TRIA(mal Starvlanls. 2% Wntinq W'.: privato :_irms peri"01'milir) h1he test necdc3 t'o N, mtbmit-'ted to L --hit; off -Ace ljr-):e ci.-ty olit'lot piptl of thn well iro !)e cappo(.]. notify thin Der)artlient for •i roinrijwction wium t::iie nol".n(I Haan benn norrrOcte.(J. Tf 1-hore giro imy f.m.-T-her que.w-iouC;, ci.11 t11i F� off- ice at 264-4720. Sincerely, Ac',sociate inviromnnntai- <L`iJ POUCFI u 650 ANCHORAGE, ALASKA 99502 (907) 2792511 ceoRCF 1,4- SOLLIVaa. dGAroR DEPAit f�i;f-NT OF h1EALT)I AND ENVIRONMENT At. PROTECTION �8T1 "L" Street) March 15, 1979 Alaska Mutual Savings Bank Post Office Box 1120 Anchorage, Alaska 99510 Subject: Lot 5 Block 8 Rabbit Creek Heights Subdivision The well is now approved construction. The water line between the house and the well is not of normal installation format and should be buried this summer. If there are any further questions, please contact this office at 264-4720. Sincerely, Les N. Buchholz, R.S. Senior Environmental Specialist LNB/ljw t vit;i �Gi Yl� 7,1apa trieY1t s�9.Yl it c1T2 r sI,t'Gki a�1i47'ki�:iki u.:'It1:t1�.1'? i tC,% ] lix� Lot .'i "Ork''l .r 'tilt 33:E'I X1C1:+iSa:G� ES2ib]j;% `a."1j i' � :,, iKtzaa i. i3sa � t�i� to aly Subject ] S:i� i37 v 'r "Ork''l .r 'tilt 33:E'I X1C1:+iSa:G� ES2ib]j;% r.tlrther tdS�t3t. .f?YI3P ]�,s FiC3 Ct3a:R if t�joro are ziny .6 thisc7Ti`ac3s; at � J9 alb , ext,; Tlololl ` R4 or 2��. )1Yi4f1 I NICIPAUTY OF ANCHORAGE j ,:r't I n ENT ?J. I \ t;`DEPT. OF I1°ALTH & i i , <, .yv ,,�•.+:k;15)7,,ut ENVIRONMENTAL fX"'iECTION e rj) .Ifs(. . r, 1'1. �_. Y! � it r l: r. 15111 e) Li\J: I:}'t JAN r.r 9 1979 u I ?( ,W rtj l r•'"'. r43.APPROVAL t,! l, • A . 11 ER PAND �Y s .y�.t - - rr I... e,:; iAnw 1 ell '. t:1 U" "i i,r,- I? - I,rII,'�Cil i �,.�.:..�:c) r. nii IIS -rn { - Lt_. ,,thl�.lr.lnn,ue:;>s vrl(1 nut lu, f f..;+a i:o. { -,.:15.- _. t - r!"'i IF' - - I ' r 11 ON i „ll Pitf r.S;ib, . l r, is 1 1. f— l tq- ..: ....... - - — -- r I 1 r T { I -t L(,",A-I.cola .A D Ono [A Foot J U Ilr SII I\ };V"M I L' l dv o I ) I El .fill!{ [11 I I, Ir'I `. r.l. Woo r._G._.,.,1,.....,...__.._.•._.._.....,._- _ : - L rlVr 11.[.1,(1... � A7 T A t (-I WE I I I. 0Q A va u 4 I tfa 1-r ".)ISIr t1 Iii Sri I S C{rills!} [ --1 c im ? I. f� I Iy - ^:I I.i)!'. M5, flor Yvalk drill. ! odor to Mut lldk J; rd:44I - � Ill m) fi 1_ 'Jill In, \!, , I 1! rl r t (i I t J 711' 1 1 I i 1 ci A ..;` - .. I. If � �is "Vol tr.0 ,(/) /onto cod It=J 4,.v n re1L4ri. 11i j L _ I'r,13l.1i' LJ;1II !iY iy d, a top "Imea i, 1 i"' r 1 F n t. ' I T r, i�(,.11' 1JA f:' 1 E r1(;i i I,L i. U S�! { I_r (aw - I)(;C'i: ��,..l iii GAN. { f ftlO'; r . THE ll:. f\.,I � .l"ii'rr I r ';•7,.�, J,I , � .. ..... ... J . 171 IN c" I FC i ON y1for— DA-IT SPFC 1 OR 1 -1 13 1-1 F C F C) R t IDmsfi--c Di�i 74 (JNkil F FAMILY r✓ui. fwI_F I I ", i 1 y 0 [,.IF1- 1 R U-. ❑ I - I v 1: IF 0 T Fi rz R HRK40 NUMUH INDIVIDUAL CIEP 1 11 Of- WELL Cl Lj-I-I L I y [_D X!, Irl �'Ll ll-_Vl-_E D 1 0 Conllci-.tion _D 3. of JPAGr ti"c"'OSAL SYSTEM INUMBLI" I HIT -0 V I,!/- L/0N SITE7) -A �S(a,- — - - - . - f 1 Ll Ty DATE. INSIALLFL) Con !lfcriml Verified EDHOILih)�] Tank CC (I-. M?0: If Tank is homernado -SOILS - R A I N G C ccrhhcatu) I YP E OF 1 AN� I'l A Iq U 1: A C I U I I F I I fOTAL ABSOWIFION AREA Pil ATERIAL ............. LL Sej)Llc/Iioldinc T I i -fo: it Apo to ill' I, C. s'- L cit U ne - -11 11 - ----- ------- ----- - I Ft-�APPHCIVED 1701, Pl.-I.vooms C ccrhhcatu) FJ I'd I s I,\ Pi'fi o v L:,) Tj- v n ItIeF I