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Home My WebLink AboutVALLEY VIEW ESTATES #1 BLK 1 LT 3Valley View Estates #1 Block 1 Lot 3 #050-521-68 Old Well may require decommissioning prior to COSA approval UBMITTA IMW Municipality of Anchorage Community Development Department JUL �J,e2012of 3 On -Site Water & Wastewater Program 4700 Elmore St. • P.O. Box 196650 Anchorage, AK 99519-6650 • http://www.muni.org/onsita • (907)343-7904 ONSITE WASTEWATER INSPECTION REPORT Permit Number: OSP 121 130 PID Number: 050-521-68 ❑ New ® Upgrade Name: JUBAL BRYANT ABSORPTION FIELD ❑ Deep Trench ❑ Shallow Trench ❑ Bed ❑ Mound Address: 25635 BERRYHILL ROAD *EAGLE RIVER, AK 99577 ❑ Other Phone: (907) 440-7890 No. of Bedrooms: 4 son Rating: GPD/Sq. n. Total Depth from original grade: n. LEGAL DESCRIPTION Depot to pipe invert ham original grade: Gravel dep h benea h e: Ft. Subdivision: VALLEY VIEW ESTATES #1 Block: Lot: 1 3 Fill added above original grade: Grav ngth: NG Gravel width: F I \S \\ yl` Ft' Ft Bass Number of lines • Distance between lines: Ft. Ownsip: — tinge: — ec ion: — SEPARATION DISTANCES Total abas, T5 area: SD. Ft. amber of trenches: Dist. between trenches: Ft Ta Septic Absorption from Tank Field Lift Holding Public/Private Station Tank Sewer Lines well 100'+ CD — — 25'+ TANK ® Septic ❑ S.T.E.P. ❑Holdin [I Other Manufacturer. Capacity. Surface water 100'+ — — ANCHORAGE TANK 1250 Gal. Lot Line 5'+ — - - N/A Motimal: STEEL Number of compartments: 2 Foundation 5'+ LLI — — LIFT STATION Curtain Drain NONE KNOWN Manufacturer: capacity: cal. 'Pump on' level at: S-��NG Hi er alarm at: X� Remarks: OLD SEPTIC WAS DECOMMISSIONED PER UPC Pump Make &Made• al Inspections performed by: PIPE MATERIAL House to tank D3034 Tank to D3034 drainfield Installer JR,S Drainfield EXISTING CO/MT EXISTING Inspector GEG, Ltd. BENCHMARK (Assumed elevation) 100.00 Ft. Inspection Dates: 1st 7/2/1 2nd — `OCati°" and Description: 3rd — 4th — TOP OF CONCRETE SLAB ® SOUTHERN CORNER OF HOUSE Community Development Department Approval Conditional approval: Date: ENGINEERS Eweroo�c;oo o� OF q gad a Q 9TH*QO� .......... ...... ......... ...Q D QO '•.J f e G mess. QQ s E 7O� 4p� aP o, c rofession o0 �00000��o Approved: Date: lj/4/ IMW PERMIT NUMBER: AS—BUILT DRAWING PARCEL ID NUMBER: OSP121130 050-521-68 WELL SERVES HOUSE 9fRR • IIII TO HOU EIIII' A B ST1 67.60 62.31 ST2 74.98 69.71 DBL1 62.66 58.01 DBL2 63.90 58.94 DBL3 78.42 73.18 DBL4 79.86 74.48 ,° • *°�..°• GARAGE �. a. EXISTING 4 BEDROOM \ HOUSE' ..°; � '°• �I♦ iY, A 11t. :. FCO' OLD W 9fRR • IIII TO HOU EIIII' -INSULATION 4' WIDE OVER SEWER UNE IN DRIVEWAY AREA. JPO• °.'A a.. _ :, s wF4 • 2 Ron. � '..P :•, '�j..'. DBL3&4 �.. NEW 1250 GALLON SEPTIC TANK .. GARNESS ENGINEERING GROUP, Ltd. CONSULTANTS& GENERAL CONTRACTORS 3101 E WWH 8010. AMIE 101 • INCN WE. M 99301 • PHONE (W1)331-8119 . FM (807)333-33.8 . YIE - wwgmn Miro6ng< PREPARED FOR: PHONENUMBER: PAGE NUMBER: JUBAL BRYANT 440-7890 2 OF 3 LEGAL DESCRIPTION: DRAWN BY: VALLEY VIEW ESTATES #1; BLOCK 1, LOT 3 P.N.B. TYPE OF WORK: DATE: AS—BUILT DRAWING 7/3/12 GARAGE 14'4T 7� e f A. ess.: CE 7 53 tt�.F 7ti 11.•' 'goo A B ST1 67.60 62.31 ST2 74.98 69.71 DBL1 62.66 58.01 DBL2 63.90 58.94 DBL3 78.42 73.18 DBL4 79.86 74.48 -INSULATION 4' WIDE OVER SEWER UNE IN DRIVEWAY AREA. JPO• °.'A a.. _ :, s wF4 • 2 Ron. � '..P :•, '�j..'. DBL3&4 �.. NEW 1250 GALLON SEPTIC TANK .. GARNESS ENGINEERING GROUP, Ltd. CONSULTANTS& GENERAL CONTRACTORS 3101 E WWH 8010. AMIE 101 • INCN WE. M 99301 • PHONE (W1)331-8119 . FM (807)333-33.8 . YIE - wwgmn Miro6ng< PREPARED FOR: PHONENUMBER: PAGE NUMBER: JUBAL BRYANT 440-7890 2 OF 3 LEGAL DESCRIPTION: DRAWN BY: VALLEY VIEW ESTATES #1; BLOCK 1, LOT 3 P.N.B. TYPE OF WORK: DATE: AS—BUILT DRAWING 7/3/12 GARAGE 14'4T 7� e f A. ess.: CE 7 53 tt�.F 7ti 11.•' 'goo PERMIT NUMBER: AS—BUILT DRAWING PARCEL ID NUMBER: OSP121130 050-521-68 TOP OF TANK AT INLET = 95.59 INVERT OF BUNG AT INLET = 94.98 INSULATION FINAL GRADE = 98.92-99.05 ST1 ST2 I f I TOP OF TANK /AT OUTLET = 95.60 NEW 1250 GALLON SEPTIC TANK INVERT OF BUNG AT OUTLET = 94.87 GARNESS ENGINEERING GROUP, Ltd 49 CONSULTANTS & GENERAL CONTRACTORS ...... ..... .... .... ......... 3701 E MOOR M . SUNE 101 MIONOWE. M 99607 •PHONE (90])33)-8170 • FM (907}VB-3216 WEBSITE; wwN.9amae1n9imFNn9.00m PREPARED FOR: PHONE NUMBER: PAGE NUMBER: .... .......• .••••• JUBAL BRYANT 440-7890 3 OF 3 e fr A. Garn s.- ;LEGAL LEGALDESCRIPTION: DRAWN BY: �o9s �., - 53 Op VALLEY VIEW ESTATES #1; BLOCK 1, LOT 3 P.N.B. o /ti' Eov TYPE OF WORK: DATE: 4044Prro Pa Sion oo PROFILE AS—BUILT DRAWING 7/3/12 On -Site Wastewater Disposal System Permit 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 Permit Number: OSP121130 Tax Code Number: 05052168000 Work Type: Septic Upgrade Permit Effective Dates: June 20, 2012 to June 20, 2013 Design Engineer: GARNESS ENGINEERING GROUP LTD Subdivision: VALLEY VIEW ESTATES #1 Site Legal Address: VALLEY VIEW ESTATES #1 BLK 1 LT 3 G:0263 Owner/Address: BRYANT JUBAL 7120 E 4TH AVENUE ANCHORAGE AK 995041302 Site Mailing Address: 25635 BERRYHILL RD, Eagle River This permit is for the construction of: N Disposal Field Y Septic Tank N Holding Tank All construction must be in accordance with: Lot Size in Sq Ft: 78081 Total Bedrooms: 4 N Privy N Private Well N Water Storage 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. Receiv Issued MUNICIPALITY OF ANCHORAGE Community Development DepartmentU4J� Phone: 907-343-7904 Development Services Fax: 907- 343-7997 On -Site Water & Wastewater Program Mayor Dan Sullivan On -Site Sewer/Well Permit Application �I/�""F�or A Single Family Dwelling Parcel I.D. �/J� ^SLt '(4 Property owner(s) JUBAL BRYANT Day phone 440-7890 Mailing address 25635 BERRYHILL ROAD *EAGLE RIVER AK 99577 Site address 25635 BERRYHILL ROAD *EAGLE RIVER AK 99577 Legal description (Sub'd, Block & Lot) VALLEY VIEW #1 • bLOCK 1 LOT 3 Legal description (Township, Section & Range) Lot Size Sq.Ft. THIS APPLICATION IS FOR: (gall that apply) Absorption Field ❑ Septic Tank Holding Tank ❑ Privy ❑ Private Well ❑ Water Storage ❑ Number of Bedrooms 4 THIS APPLICATION IS AN: Initial ❑ Upgrade Renewal ❑ THIS APPLICATION INCLUDES A VARIANCE/ WAIVER REQUEST FOR: I certify that the above information is correct. I further certify that this application is being made for a Single Family Dwelling and is in accordance with applicable Municipal codes. GARNESS ENGINEERING GROUP, Ltd. (Signature of property owner or authorized agent) Permit/Rush Fees: Date of Payment: 10 (i a l l oP Receipt Number: os q & `(L7-- Permit No. G 52 12,1130 Waiver Fees: Date of Payment: Receipt Number: Waiver No. (Rev. 01/11) June 6,2012 Municipality of Anchorage Development Service Department On -Site Water & Wastewater Program 4700 Elmore Rd. P.O. Box 196650, Anchorage, Ak 99519-6650 (907)343-7904 Ref: Proposed Septic Tank Upgrade for Valley View #1; Block 1, Lot 3; To whom it may concern: The existing 4 bedroom house is served by a private well and septic system. The existing septic tank was inspected by JR's pumping and deemed to be structurally unsound. We are proposing to remove the existing tank and replace it with a new 1250 gallon septic tank. We are unaware ofy adverse impacts this installation would have on adjacent wells or septic systems. If you have any queAotis, please contact us at 337-6179. Thank you for your assistance. M.S. NOTE: Attached is a site plan drawing and a design drawing, which are all part ofthe design package for this septic system. (Contact G.E.G. Ltd for 7 page construction specification letter.) 3701 E. Tudor Road, Suite 101 * Anchorage, AK 99507-1259 Ph: (907) 337-6179 * Fax: (907) 338-3246 * Website: www.gamessengineering.com GROLL S/D TRACT A / I I 1 I I I I I I VALLEY VIEW #1; I BLOCK 1, LOT 4 I I I — --- — — — — I O m I I I I w '�AN,�a',:. S, iKi LOYE S/D; BLOCK 38,` LOT 1 \ I IVry\, I I N G� SCALE: I VALLEY VIEW #1; \ ® BLOCK 3, LOT 1 / / / I ------------- - ------------ VALLEY VIEW R BLOCK 1. LOT 2 / i. I VALLEY VIEW #1; BLOCK 2, LOT 1 INEERING GROUP, Ltd_ ITS & GENERAL C:ONTRACTORS:._ 701 E. MOOR RW, SUNS 101 • RNLWORROE, w1( 99507 • NONE (80])]3]-8179 • FM (907)M-3548 WE M, wwwgamenen9lneeMO.edn � PREPARED FOR: PHONE NUMBER: PAGE NUMBER: JUGAL BRYANT 440-7890 1 OF 1 LEGAL DESCRIPTION: DRAWN BY: VALLEY VIEW #1; BLOCK 1, LOT 3 1 PNB TYPE OF WORK: SITE PLAN 6/7/12 A. Lhess E-7153 e� P/ofessloo / TANK DESIGN NOTE: THE ONTRACTOR ' SHALL HAVE ALL WELL RADII `. FLAGGED BY A REGISTERED LAND SURVEYOR PRIOR TO CONSTRUCTION. i GARAGE EXISTING 4 BEDROOM HOUSE "<'• INSTALL FCO IF ONE IS NOT PRESENT /-IT MAY BE NECESSARY TO / RAISE SEWER LINE SOIL SHALL BE MOUNDED .-,. ,,.. OVER EP <"'OAS TO CREATE AN ISLAND, PREVENTING VEHICULAR TRAFFIC OVER THE TANK. EXISTING 1250 GALLON SEPTIC TANK TO BE DECOMMISSIONED PER UPC. PROPOSED 1250 ..° GALLON SEPTIC TANK AND DOUBLE r� \ CLEANOUTS o v ° ° GARAGE ALL NEW SEWER PIPE INSTALLED UNDER DRIVEWAY, SIDEWALK, AND PARKING AREAS MUST BE / INSULATED. INSTALLBARRIER ohs AROUND PROPOSED TANK TO PREVENT TRAFFIC FLOW OVER TOP / OF TANK. aF RRA(( RO'90 4 EXISTING DRAINRELD .`. Qoo �F . �F.. GARNESS ENGINEERING GROUP, Ltd. CONSULTANTS & GENERAL CONTRACTORS �...... .... .. ....... .....'.... 1 E. WNR R . SNE 101 - NION WL M 9950] • PRONE (907)33)-6179 • FM (907)S39-3216 • 9rt690E: wwwg9nrouen9lnaeRn9•�n lEPARED FOR: PHONE NUMBER: PAGE NUMBER: �•.... . .. ..•••••• •....... JUBAL BRYANT 440-7890 1 OF 1 e f y Gar ess;' GAL DESCRIPTION: DRAWN BY: ooa CE -795 VALLEY VIEW #1; BLOCK 1, LOT 3 PNB Odfe� ....... Zo t?��o�o �E OF WORK: DATE: �0o4pOfesQOOf' SEPTIC TANK UPGRADE 6/7/12 MUNICIPALITY OF ANCHORAGE · DEPARTMENT OF HEALTH & ENVIRONMENTAL PROTECTION ENVIRONMENTAL ENGINEERING DIVISION 825 L Street- Anchorage, Alaska 99501 Telephone 264-4720 ON-SITE SEWAGE DISPOSAL SYSTEM AND/OR WELL INSPECTION REPORT MAILING ~ ¢ Z DIS~TO: Well Dweging k ~ ~ Top of tile to finish grad~, ~ , .aterial b,neath tile ~ (~ inches Length Width I Depth PERMIT ~0. ~ ~ - . . . ~ C~ C~ ~ o~1 ~f~ti~ abs ~a m Weg ~ Building foundation Nearest lot ]ine ~ CIcA ~ Depth Driller Distance to lot Hne PERMIT NO. Absorption area(s) ~ DISTANCE TO: Building foundation , Sewer line Septic tank [ O O OTHER ( ) APPROVED DATE LEGAL PERMIT NO. AF'F'L I CANT LOCRT I ON LEGAL JUBAL E, RS ANT BERRY HILL L ~ B i VALET VIEW EST. 7110 E 4TH LOT SIZE 1,:,gOB SQLIARE FEET TYPE OF SOIL ABSORBTIBN ~_,S--,TEM IS: TRENCH MFiXIMUM NUMBER OF BEDRLIUM.~ 4 SOIL RATING (SQ FT/BR>= THE RE~ IRED _I~E OF THE SOIL ABSORPTION ~:,TEM IS: [:, EP1-H= 12 LE~%I,STH= __~-~4 GAR"eEL E:,EP'TH=c. ~-' 'THE LENGTH DIMENSION IS THE LENGTH (IN FEET) OF THE TRENCH OR DRAINFIEL. D. THE DEPTH OF R 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 TPIE BOTTOM OF THE EXCAVATION <IN FEET). F4:EEL:~LI I F~' E [:, SEF'T 1' C: TRI'-,II< .--, l' ZE= 1~----~ -. ISRLLC~t'-.IS F'ERMIT APPLICANT HAS THE RE:,FuN--,IE, ILIT~ T0 INFORM THIS DEF'RRTMENT DIIRING THE IN~THLLHFIEN IN_-,PECTION_, OF ANY WELLS FIDJRCENT TO THIS FF_FEET'r AND TFIE NLIMBER OF RE_,IDENI.~E-, THAT THE WELL WILL :,ERIE. TWO <~_:~'-:- ' I NSF'EOT I o~'45 RF-'E F.:E~_~:~I.,.~ I RE[:. BACKFILLING OF ANY SYSTEM WITHOUT FINAL TNSPECTION AND APPROVAL BS' THIS DEPARI'MENT WILL BE SUBJEC:T 'FO PROSECUTION. MINIMUM DISTANCE BETWEEN A NELL AND ANY ON-SITE SEWAGE DISPOSAL SYSTEM IS 100 FEET FOR R PRIVATE WELL; OR t50 TO 200 FEET FROM A PUBLIC WELL DEPENDING UPON THE TYPE OF PUBLIC WELL. OTHER REQUIREMENTS MRS' APPLY. SPECIFICATIONS AND CONSTRUCTION DIAGRAMS FiRE AVAILABLE TO INSURE PROPER INSTALLATION. RES [--, E E: E ~'1 E: E F-: _:.1. 197:---: I C:ERTIFY THAT t: I AM FAMILIAR WITH THE REQUIREMENTS FOR ON-SITE SEWERS AND WELLS AS SET FORTH BY THE MUNICIPALITY OF ANCHORAGE. 2: I WILL. INSTALL THE SYSTEM IN ACCORDANCE WITH THE CODES. 3: i UNDERSTAND THAT THE ON-SITE SEWER SYSTEM MAY REQUIRE ENLARGEMENT IF THE RESIDENCE IS REMODELED TO INCLUDE MORE THAN 4 BEDROOMS. S~even A. Johrt.son ~?.0. Box,76 Chu9iak, AK 99567 Phone: 907-688-3085 SOILS LOG - PERCOLATION TEST ["1 SOILS LOG PERCOLATION TEST PERFORMED FOR: LEGAL DESCRIPTION: Jubal Bryant DATEPERFORMED: Lot 3, Block i Valley View Estates Sub, o/8/78 1 5 6 7 8 9 10 11 .._.===~12 13 14 15 16 17 18 19 2O COMMENTS PERFORMED BY: 0'-16' gray brown silty sandy gravel con- taining much coarse sand (GM) 225ft2/bm SLOPE SITE PLAN WAS GROUND WATER ENCOUNTERED? ~0 IF YES, AT WHAT DEPTH? Gross Net Depth to Net Reading Date Time Time Water Drop 0/8/7 30 ? ~o z.5 ~ ~o 2,o PERCOLATION RATE ~. 8? 5 (minutes/inch) TESTRUNBETWEEN ~, .FTAND 7 .FT well graded silty sandy' ~ravel (d~) is very'dense but contains much coarse sand CERTIFIED BY: Steven A. Johnson o/1 o/?8. 72.008 (?/76)