Loading...
HomeMy WebLinkAboutFOREST RIDGE BLK 2 LT 14Onsite File Forest Ridge Block 2 Lot 14 #017-112-85 As-built survey requirement waived to close out OSP201117. Updated survey required prior to COSA approval. Municipality of Anchorage On-Site Water 8r Wastewater Section • (907) 343-7904 Page 1 of 3 ON-SITE WASTEWATER INSPECTION REPORT Permit Number: OSP201117 PID Number: 017-112-85 Dwelling: ® Single Family (SF) ❑ with ADU ❑ Duplex (D) ❑ Two single Family Project: ❑ New ® Upgrade Name: GARY ZIMMERMAN ABSORPTION FIELD ❑ Deep Trench ❑ Wide Trench ❑ Bed ❑ Mound Site Address: 15140 OXFORD BLUFF CIRCLE *ANCHORAGE, AK ❑ Other Phone: No. of Bedrooms: Soil Rating: Total Depth from original grade: 907-947-3712 4 GPD/Sq. FL Ff. LEGAL DESCRIPTION Depth to pipe invert from original grade: FL Gravel depth beneath pipe. FI. Subdivision: -- Block: Lot: FOREST RIDGE 2 14 Fill added above engine) grade: Grove glh: Ft. OWnS Ip: — anger — ec Ion: — Gravelw,dth: .��5 FL eeds Number of lines: Distance between lines: FL SEPARATION DISTANCES Number of trenches: Dist. between trenches: To Septic Absorption Lift Holding =Line From Tank Field Station Tank SewSO. Fl. FI. Well 100'+ NIA TANK ❑ Septic ® S.T.E.P. ❑Holding ❑ Other Manufacturer. Capacity: Surface Water 100'+ z — - GREER 1500 Gal. Lot Line 5'+ X X NSA f"talc ial' Number of compartments; HDPE 2 Foundation 10'+ - _ LIFT STATION Remarks: M.anufacturer. GREER capacity: 1500 OLD TANK WAS DECOMMISSIONED PER UPC. Gal. Afann Locatiaw GARAGE Electrical Installed by: RISING SON ELECTRIC Installer PIPE MATERIAL ARM SEPTIC SERVICES House to tank D3034 Tank to D1785 drainfield Inspector GEG, Ltd. Drainfield EXISTING CO/MT D3034 Inspection Dates: 1st 718/20 2nd BENCH MARK (Assumed elevation) 3rd - 4th 99.45 FI Location and Description: TOP OF MH1 ON-SITE WATER AND WASTEWATER SECTION APPROVAL ENGINEER'S SEAL ©©OF q O Conditional o Approval: Date: D .......................p Q� gff�A. Corn ss,: Septic System: Approved: � X0 0 0 0), 1 CE`79 o � .avceu5 pp Date: aa� Professtona Note: this approval does not include well permit requirements LICENSE #AECC884 � �0o4poo`� '� UZ bLA- t Lu-� -h rvv"- C'O's/i, PERMIT NUMBER: OSP201117 RECORD DRAWING i i CsEPnc i A B AREA FCO tiE4d250 MH1 MH2 1 11 EXISTING DRAINFIELD NEW 1500 GALLON HDPE GREER STEP TANK WITH Z ANCHORAGE TANK PUMP, Lw CONTROL PANEL AND ALARM l w i LU 1 ro i 0 1 1 t SEWER LINE BETWEEN HOUSE 1 AND SEPTIC TANK WAS t INSULATED WITH 2" OF I INSULATION, PER i CONTRACTOR. I i I 1 i PARCEL ID NUMBER: 017-112-85 100' WELL RADIUS s, A i — DRIVEWAY .... ENGINEERING -, SCALES , C0NSULTING 3701 E. TUDOR ROAD, SUITE 101 -ANCHORAGE, AK 99507' PHONE (907) 337.6179' FAX (907) 33&3246' WEBSITE: w .gamessengineenng.mm ��: PREPARED FOR. PHONE NUMBER: PAGE NUMBER: 1"n GARY ZIMMERMAN 907-947-3712 2 OF 3 tic% PROJECT/LEGAL DESCRIPTION: DRAWN BY0 FOREST RIDGE; BLOCK 2, LOT 14 P.N.B. �j TYPE OF WORK: DATE: LS � RECORD E DRAWING 7/20/20 # LICENSE 84 )ALL (TEPM AREA 1 4 C -79 3 Z W I AV PROFESS\�i�' MUNICIPALITY OF ANCHORAGE On -Site Water & Wastewater Program PO Box 196650 4700 Elmore Road Anchorage, Alaska 99519-6650 Phone: (907) 343-7904 Fax: (907) 343-7997 http://www.muni.org/onsite On -Site Wastewater Disposal System Permit Permit Number: OSP201117 Work Type: SepticTank Upgrade Tax Code Number: 01711285000 Site Legal Address: FOREST RIDGE BLK 2 LT 14 G:3137 Site Mailing Address: 15140 OXFORD BLUFF CIR, Anchorage Owner: ZIMMERMAN GARY A & DENISE M Design Engineer: GARNESS ENGINEERING GROUP LTD This permit is for the construction of: Effective Date: Expiration Date: Lot Size in Scl Ft: Total Bedrooms: 5/18/2020 5/18/2021 53257 ❑ Disposal Field 0 Septic Tank ❑ Holding Tank ❑ Privy ❑ Private Well ❑ Water Storage All construction shall be in accordance with: 1. The attached approved design. 2. All requirements specified in Anchorage Municipal code Chapters 15.55 and 15.65 and the State of Alaska Wastewater Disposal Regulations (18AAC72) and Drinking Water Regulations (18AAC80) 3. The wastewater code requires inspections during the installation. The engineer shall notify the Development Services Department per AMC 15.65. Provide notification by calling (907) 343-7904 (24/7). 4. From October 15 to April 15, a subsurface soil absorption system under construction during freezing weather shall be either: a. Opened and Closed on the same day, or b. Covered, sealed, and heated to prevent freezing Received By: i Issued By: �[,v`�^/' 2u Date: 51,1 t1 f' l Date: 5 18 Municipality of Anchorage On-site Water and Wastewater REVIEWED FOR CODE COMPLIANCE OSP201117, Rebecca Carroll, 05/18/20 Municipality of Anchorage On-site Water and Wastewater REVIEWED FOR CODE COMPLIANCE OSP201117, Rebecca Carroll, 05/18/20 Municipality of Anchorage On-site Water and Wastewater REVIEWED FOR CODE COMPLIANCE OSP201117, Rebecca Carroll, 05/18/20 Forest Ridge Block 2 Lot 14 #017-112-85 Municipality of Anchorage Page —L of DEPARTMENT OF HEALTH AND HUMAN SERVICES ENVIRONMENTAL SERVICES DIVISION P.O. Box 196650 0 Anchorage, Alaska 99519-6650 • Telephone: 343-4744 On -Site Wastewater Disposal System and/or Well Inspection Report Permit Number: SW 930091 PID Number: 0/7-//1-05 Name: ORC� j1CST/dEP✓t Wastewater System: ONew ❑ Upgrade Address: 5/yo 9VI,Z ABSORPTION FIELD Phone: r/- No. of Bedrooms: ❑Deep Trench WShallowTrench ❑Bed ❑Mound ❑Other LEGAL DESCRIPTION Soil Rating: CO narada: Total Depth from ori Ilg GPD/Sq. Ft. Lot Block: , 6 Block: Suu�bdivision: � QerS% XIDt;9� Depth to pipe bottom from original grads: /'O Gravel depth beneath pipe 3.r'' /'I Ft. Ft. Township: Range: Section: FIII added above original grade: — # Gravel length: //fo,0 4 Ft. haw,/= Ft. WELL: irNew ❑ Upgrade Gravel depth WlOTH L S• Numbelines: 7-2— Distancetance between lines: FL 4 Ft. Classification (Private, A,B,C): X/179 Total Depth: Z�7 Cased To: //D Total absorption am: Pipe material/: ))��/�� ry Ft. Ft. &00 SQ. FI. /�y /'U "7Z/ Driller: D�l��►N6 Date rill tl: v�ri93 Static Water Level: 3/ Installer: f/riGM� Date install d: 07 93 GPiNL- Ft. Z9 b Yield: "^ 1o5 ���� Pump Set at: Casing Height Above Ground: TANK 3, o GPM f/ ii Ft. Ft. SEPARATION DISTANCES ❑ Septic ❑ Holding ❑ S.T.E.P. To Septic Absorption Lift Holding Pebt2'/Private Manufacturer: Capacity In gallons: From Tank Field Station Tank Sewer Lines �IA Well l7S/ /ND' /%5I /V/,f/7p' Material: Number of Compartments: Swateer VIA A11,4 N//f AJIA IIIA LIFT STATION - Lot Line 5/k 7j3 �/� N � / �� Size in gallons: /Soo Manufacturer: OLF�/Cb S 7 �{ti1S Foundation 11 L) y 7.1 �/A "Pump on" level at: "Pump off' level at: 1 High water alarm at: 61. 40 Curtain Ned /A/ /`///f rA r/1,4 Pump Make & Model �.< <o Electrical Inspections performed by: Drain lU ol'i aS -moo NH _Fuck)/ec, Sce iP_eu f � Remarks: BENCH MARK -35P51 /NSvt.AT/D/,l OW TL ISI Location and Description: ,ro n f yv -rz sldlw6 Po7 oN C� N C74P/ (&r_ cogj4ck Asawwled Elevation: 599, Z/- tENGINEER'S ENGINEER'SSEAL t n Inspections performed by: �N�/NF A Dates: 1s 93 , *;• gT�a ..... 41"g*gt*• 2nd_ d ..... ,•� - W Louis A. Butera if- '. Department of He a d Hu n rvices appro al CE6736 ; �f r .,,. Reviewed and approved Date: •,• 44 \��\``�+ 72-013 ("l) MOA 25 Permit No. SW i 30 o y / Page 2 01 CP Municipality of Anchorage DEPARTMENT OF HEALTH AND HUMAN SERVICES ENVIRONMENTAL SERVICES DIVISION P.O. Box 196650 0 Anchorage, Alaska 99519-6650 • Telephone: 343-4744 On -Site Wastewater Disposal System and/or Well Inspection Report f _ t 1xv %3/61 2 /TCJT /C/d,�e PID No.: O/ 7 may.. ., .,..._... A\ �) SEPTIC j -100' \ 50] 485 WELL UAr UMM BLUFF CL. I i I e ^� P(' 0 /ING TIES ll - C/tl JI N I -. N E= 16.5 o` I h x/54 _-.E. a HOUSE d oo F -242- -G=25.0 - G= 264 1-1/4' PVL H = 797 W I LATERALS / C tO,s - H = 324o I rAN K/ LOT 15 - H= 49.7 o l W/LIFT STATION I = 326 rvoi N -..I =. 452 -J=302 z -J=45.6 - -K=59.6 - K = 41.5 - L = 62.L - L = 42.6 I -M=92.5- - M = 48.9 I : -M=70.1 wI i. MF - N = 91.2 -N=47.5 rl Q`w -N=68.0 - tl - O = 80.2 d -0=32.6 51 - -0=482 - a L_ — _ — — — — — ,_ — — _ 10' UTILITY EASEMENT N 89°48'37• E SCALE 1" 60' - 175.84 - - - • - MONITOR: TUBE ELEVATIONS (NOT TO SCALE) 2' 35PSI INSULATION 2'-4' ADDED FILL —T__ —1 0�' LIFT TANK 12-019 A (2/91( MOA 25 o - SEWER CLEANOUT -0 - WELL g {4111H1ttt - LEACHFIELD 1 — - EASEMENT 1p SIDING BOTTOM C N GARAGE CORNER I .. ASSUMED ELEVATION.= -100.00 i m, X ORIGINAL m: GROUND LEVEL @ 95.3 RECORDED 35 PSI INSULATION GWT 86.9 80.3 94,06 FIELD * '49TH *1 LOUIS A. BUTERA QW, c CE -6736 2 A I A7 -r.- 44vR4 t ru_e7:nN Ar: Wpl I STATE OF ALASKA DEPARTMENT OF NATURAL RESOURCES DIVISION OF WATER WATER WELL RECORD BOROUGH WBOMSION LOT [K.00K SECTION OTRS SWWN TOYRMP DN RANGE t le NERUAN r % OS ❑W syr LOCATIONISKETCH: IV WELL OWNER: DEPTHS MEASURED FROWEIcasing top Ocround surface L DEPTH: DATE OF COMPLETION ft 6011EHOLE DATA: Depth Depth of hole: Depth of casing: ft Material Type and Calor From TO DEPTH TO STATIC WATER LEVEL: Q �, 1 _ad_fthelow 21 top of casing O ground surface Date: METHOD OF DRR.LNOr ;m air rotary Q Calais tool O other USE OF WEU_ ,Mdomestic O krigatkm ❑ incritar F �^ Cs d public Supply OShOr - CASINt4 S7RSGafPs ft. Diam: G in. tof„�TC ,j % �r� Casing type Ito WELL. INTAKE OPENM TYPE. l7 open end 0 screened $ / jut p Perforated ;WOW hob Depths of openings to r� •� w I 10 SCREEN TYPE �D emt---._�_itl Slet/Mesh Sino: Length"— ft GRAVEL PACK TY PErEl Volume Used: DBRu+ tOP: GRDUT m---Jv4mw. Depth: from tt to tt DEVELOPMENT METHOD: Municipality0f nchora Duration Dept. 11, Nu an env' es PIIMpNyLEVEL AND YIELD. • s tt after lana gum Ing ."�'" PUMP WAKE DEPTHr tt Horsepower: WELL DISINFECTED UPON COMPLETM? `Q YES ONO CONTRACTOR 1NFORMAT It R1 aBARKS usmess amen , PLEASE MAR. WHITE COPY E LOO TO: / DNR PO BOX 772 WATER i' $ gnawre o u rte nspr entauve ate gAGLB RIVER AK 98577,2718 L r! -11 > 'il fiEN TO: BAGM ER vrom ow..�_ wq. 8/19/94 Lowto% 16/7 g(Ia= RYDQR 15140 Cxp= DLUye DT„ THE WORK DESCRIBED BELOW WAS FURRFORMF.O TMROUGNa CaNTRACT AGRERMENT,� TIME A MATERIAL SERVICE CALL� WORK DESCRIPTION: WMIN6 FOR SIVAG8 Lin STATIONI $ 34$.00 TOTAL AST DUEI 8k8.OD Tit E» D11110Md fid. ANCHORAGE,; ALASKA 995107P. 4. Bax $7b502 B7 WASP. 0. ARASKA 9999/ PAGE 1 OF 1 MUNICIPALITY OF ANCHORAGE DEPARTMENT OF HEALTH AND HUMAN SERVICES P.O. BOX 196650, 825 "L" STREET, ROOM 502 ANCHORAGE, ALASKA 99519-6650 ON-SITE WELL AND WASTEWATER DISPOSAL SYSTEM PERMIT PERMIT NUMBER:SW930091 DATE ISSUED: 5/11/93 DESIGN ENGINEER:EAGLE RIVER ENGINEERING SERVICES EXPIRATION DATE: 5/11/94 OWNER NAME:NORCOL INVESTMENTS 50% & OWNER ADDRESS:15140 OXFORD BLUFF CIR ANCHORAGE, ALASKA 99522 PARCEL ID:01711285 LEGAL DESCRIPTION: FOREST RIDGE BLK 2 LT 14 LOT SIZE: 53257 (SQ. FT.) NUMBER OF BEDROOMS: 4 THIS PERMIT: 4 THIS PERMIT IS FOR THE CONTRUCTION OF: DISPOSAL FIELD /SEPTIC TANK / WELL SYSTEM 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 ENGINEER MUST NOTIFY DHHS AT LEAST 2 HOURS PRIOR TO EACH INSPECTION. PROVIDE NOTIFICATION BY CALLING 343-4329 OR 343-4681 AFTER BUSINESS HOURS 4. FROM OCTOBER 15 TO APRIL 15 A SUBSURFACE SOIL ABSORPTION SYSTEM UNDER CONSTRUCTION DURING FREEZING WEATHER MUST BE EITHER: A. OPENED AND CLOSED ON THE SAME DAY B. COVERED, SEALED AND HEATED TO PREVENT FREEZING 5. THE FOLLOWING SPECIAL PROVISIONS. SPECIAL PROVISIONS: RECEIVED B ISSUED BY: DATE: DATE : �� - 73 7/14cf3 Gum 1-0 be Aom `p C L clams,- ' jL')5 Louis Butera, P.E. Registered Civil Engineer May 10, 1993 Dan Roth Manager, On -Site Services Municipality of Anchorage P.O. Box 196650 Anchorage, AK 99519 Re: Forest Ridge Lot 14, Block 2 Narrative Dear Mr. Roth: RECEIVED MAY 1 p 1993 Munr2 ity of Anchorage Dept. Health & Human Services At the request of our client, John Hagmeier Company, we are re -submitting our permit request with design modifications. The original permit request was held up for water monitoring through May 15, 1993. Our submittal contained the results of four test holes. Only two of the test holes were considered in the design of the leachfield. Mr. Hagmeier returned to the site April 3, 1993 and noticed surface runoff directly entering the test holes through a depressed area of the excavation. These depressions were filled in and surface drainage corrected to give an accurate groundwater reading. On April 4, 22 and May 5, 1993 a reading was taken on the test holes with the following results: TH Water Level Water Level Water Level No. Below Ground Below Top of Pipe Elevation (04/_ 05/05) (04/06 04/22 05/05) (05/05) 1 11.0' 8.35' 14.25' 11.7' 11.6' 496.4' 2 14.4' 14.4' 16.4' 16.4' 16.4' 490.3' We propose to change our design to a shallow trench, 5' wide, 4' total depth, based on 8.3' water table level in test hole #1. The modified design is attached for your approval. If you have any questions please call our office at 694-5195. Sincerely, Louis Butera, P.E. P.O. Box 773294 • Eagle River, Alaska 99577 • Telephone(907)694-5195 • Fax(907)694-3297 Louis Butera, P.E. Registered Civil Engineer March 23, 1993 John Smith, P.E. Manager, On -Site Services Municipality of Anchorage P.O. Box 196650 Anchorage, AK 99519 Re: Forest Ridge Lot 14, Block 2 Narrative Dear Mr. Smith: The proposed septic upgrade will have very limited impact on adjacent properties for the following reasons: 1. The area has large lots allowing sufficient room for septic sites. 2. Immediate neighboring well sites are designated on plats, allowing sufficient reserve area. 3. Reserve space is adequate, due to absorption capacity, and ability to place trench systems. A desirable replacement site exists at 34' from a change in slope that is not so extreme as to preclude approval, other sites are also available. 4. Drainage will not be effected and is not a major consideration in our design. If you have any questions please call our office at 694-5195. Sincerely, Louis Butera, P.E. P.O. Box 773294 • Eagle River, Alaska 99577 • Telephone (907) 694-5195 • Fax (907) 6943297 SPECIFICATIONS FOR ON-SITE SEPTIC SYSTEM Revised 05/10/93 LEGAL: LOT 14, BLOCK 2 FOREST RIDGE A. GENERAL 1. The well and septic plan are for a single family residence only. 2. The drawing and or site plan shall be a part of this specification. 3. All materials and workmanship shall meet the Anchorage Department of Health. 4. All soil tests are advisory to the design and are to be verified or modified in the field by the engineer. 5. All excavations and depths are advisory and are to be verified in the field by the contractor to meet Municipality of Anchorage, Department of Environmental Conservation requirements. 6. It is the responsibility of the owner to obtain all necessary permits or easements and to locate any adjacent multi -family wells. 7. The excavation is to be exactly in the area shown on the site plan, any deviation requires engineer approval. 8. It is always recommended that a surveyor locate the nearest lot line position and the location of any easements. B. DRAINFIELD 1. The drainfield is to follow the natural land contour to maintain uniform total depth of the drainfield bottom. 2. The bottom of the drainfield shall be level, plus or minus 1.5". 3. The total depth of the drainfield excavation is not to exceed 4' (Elev. 500.4') at any point relative to ground level at test hole #1. 4. The drainfield gravel is to be covered with typar fabric material. 5. Soil or combination of soil and extruded board insulation to a depth of 3' or equivalent is to be placed over the leachfield. 6. The area over the drainfield is to be finish graded to prevent ponding of surface water runoff. 7. The septic tank and leachfield must not be closer than 100' to any existing private well, 150' to any Class "C" well, or 200 feet to any community well. RECOMMENDED LEACHFIELD DIMENSIONS: TOTAL DEPTH = 4' GRAVEL DEPTH = 3.0' DRAINFIELD LENGTH = 116' DRAINFIELD WIDTH = 5' SOIL RATING = 0.6 GPD/FT2 BEDROOM CAPACITY = 4 SEPTIC TANK SIZE = 1,250 GALLONS with lift station (Orenco) NOTE: Leachfield pipe to be PVC Schedule 40, 1'/a" laterals with '/e" holes drilled on 1.8' centers, holes placed 60° off of vertical. Twenty-four (24) hours notice required for all inspections. '1 NO WELL +1 VACANT 1 / 485 NO SEPTIC INSTALLED QQ' 489.6 zl 0 f C ¢ ®/( 265.90 + Pp5518LP F'PS RpP �J J 492.6 d ` 3 a � / O Z � 1 L W C :i 1,250 TANK W/LIFT NOTE: VERIFY +100' PROTECTIVE \ RADIUS PRIOR TO DRILLING WELL WELL MAY HAVE TO BE MOVED NORTH WELL SITE WAS PER PLAT — - 10' UTILITY EASEMENT — — —N 89°48'37" E NO SEPTIC +100' V NO KNOWN CURTAIN DRAINS WELL & SEPTIC SITE LEGAL: LOT 14, BLK 2 FOREST RIDGE OWNER: N/A CONTRACTOR: JOHN HAGMEIER CO., INC. JOB # 93-0081 DATE: 05/10/93 SCALE EAGLE RIVER ENGINEERING P.O. Box 773 EAGLE RIVER,, AK 99577 (907) 694-5195 FAX. (907) LOT 13 507 S 88°8'13" W T®3 p PH R1J P� 9 S1Po 4,ZO Q�SQ TH 4 O S LOT 15 NO SEPTIC INSTALLED NO ELL +100' THIO GRND 504.9 TOP MT 508.1 THI2 GRND 504.2 TOP MT 506.7 THI3 GRND 508.2 TOP MT 511.2 THI4 GRND 514.1 TOP MT 516.3 OXFORD BLUFF CL. NOTE: THI3 AND TH44 NOT PERCED WATER LEVELS RECORDED AT 500.95 AND 503,6' RESPECTIVELY ON 03/18/93 ELEVATIONS TO 1972 NGS DATUM ® NO SEPTIC INSTALLED QQ' NEIGHBOR'S APPROX. 0 / TEST HOLE LOCATION ¢ ®/( 265.90 SD3.3 Pp5518LP F'PS RpP - r®1 P � / 1,250 TANK W/LIFT NOTE: VERIFY +100' PROTECTIVE \ RADIUS PRIOR TO DRILLING WELL WELL MAY HAVE TO BE MOVED NORTH WELL SITE WAS PER PLAT — - 10' UTILITY EASEMENT — — —N 89°48'37" E NO SEPTIC +100' V NO KNOWN CURTAIN DRAINS WELL & SEPTIC SITE LEGAL: LOT 14, BLK 2 FOREST RIDGE OWNER: N/A CONTRACTOR: JOHN HAGMEIER CO., INC. JOB # 93-0081 DATE: 05/10/93 SCALE EAGLE RIVER ENGINEERING P.O. Box 773 EAGLE RIVER,, AK 99577 (907) 694-5195 FAX. (907) LOT 13 507 S 88°8'13" W T®3 p PH R1J P� 9 S1Po 4,ZO Q�SQ TH 4 O S LOT 15 NO SEPTIC INSTALLED NO ELL +100' THIO GRND 504.9 TOP MT 508.1 THI2 GRND 504.2 TOP MT 506.7 THI3 GRND 508.2 TOP MT 511.2 THI4 GRND 514.1 TOP MT 516.3 OXFORD BLUFF CL. NOTE: THI3 AND TH44 NOT PERCED WATER LEVELS RECORDED AT 500.95 AND 503,6' RESPECTIVELY ON 03/18/93 ELEVATIONS TO 1972 NGS DATUM ® - TEST HOLE - MONITOR TUBE 0 - SEWER CLEANOUT ¢ - WELL + - PROPOSED LEACHFIELD - REPLACEMENT SITES - _ CACFIACKIT 1" = 50' SERVICES 694-3297 OF �* 49TH-* i n I I c LOUIS A. BUTERA II SPT CE -6736= IIt.ROFESSIONP ��� EAGLE RIVER ENGINEERING SERVICES -14/2 FORREST RIDGE. PUMP Flow (GPM) ELEV. Head (ft) PIPE Head Loss •(FT) ORIFICE HEAD (FT) FITTING LOSS (FT) Total ORIFICE NUMBER ORIFICE HEAD FLOW OF SPACING LOSS RATE" ORIFICES 28.0 8 3.86 5 5 21.86 0.42 67 1.74 Constants: Pipe Length (ft) tank to field 20 PIPE SIZE IN. 1 1.25 Pipe ID (inch) SDR 160 1.2 Pipe Friction Coeff. (m) 150 ORIFICE SIZE IN. 0.13 TOTAL LATERAL LENGTH IN BED 116 *HAZEN AND MILIAM$ FORMULA ((452(BI4.1.85)/(E23-1.85)/(E22.4.86)�E20)/100)/0.433 **ORIFICE EQUATION PAGE 1 OF 1 EAGLE RIVER ENGINEERING SERVICES P. 0. Box 773294 EAGLE RIVER, ALASKA 99577 Phone 694-5195 JOB , SHEET NO. OE CALCULATED BY DATE CHECKED BY DATE_ / - iff:— / e:e•wea Pw=AL1 J�s ice_0Mn We 01111. - e Municipality of Anchorage t DEPARTMENT OF HEALTH & HUMAN SERVICES 825 "L" Street, Anchorage, Alaska 99502-0650 SOILS LOG — PERCOLATION TEST PERFORMED FOR: /145 m, br LEGAL DESCRIPTION: / f E T T t 2 3 41 5 6- 7 8- 9- to- 12- 13- 9 t012 13 f `D 14- 15- /X 4 15 /X /.JrIWM .S'4 i+KJ' s//r L✓/7i .5' �R HG i'I,eoCi.,rw-, cPC.NJG /JrE� (ENGINEER'S SEAL) DATE PERFORMED: sh0;-7 hreJt Township, Range, Section: SLOPE WAS GROUND WATER ENCOUNTERED? !VD s IF YES, AT WHAT L O DEPTH? p E Depth to Water Aller✓ Monitoring? , 3 Dale: r g 3 SITE PLAN N,,r, Reading Date Gross Time Net Time Depth to Water a 16 pJ `•J� a - 18 , aJv'o �),�uis 70 rn ;i. fiuir::c j7 s \K (ENGINEER'S SEAL) DATE PERFORMED: sh0;-7 hreJt Township, Range, Section: SLOPE WAS GROUND WATER ENCOUNTERED? !VD s IF YES, AT WHAT L O DEPTH? p E Depth to Water Aller✓ Monitoring? , 3 Dale: r g 3 SITE PLAN N,,r, Reading Date Gross Time Net Time Depth to Water Net Drop So 6/-3'1114` aJv'o 70 20 s9rOPROFfStO��� & % FIE`0fS PERCOLATION RATE /3 (minuteslinch) PERC HOLE DIAMETER 6 TEST RUN BETWEEN 6 FT AND 7 F COMMENTS TH !St dy.,e/ mE•i.-'.c/✓ / —1 S/N ve' 7<174e1f PERFORMED BY: E/? c f 1 ��`,��� �� CERTIFYY HAT/THIS T ST WAS PERFORMED IN ACCORDANCE WITH ALL STATE AND MUNICIPAL GUIDELINES IN EFFECT ON THIS DATE. DATE: S3 72-008(Rev. 4185) / (ENGINEER'S SEAL) e Municipality of Anchorage DEPARTMENT OF HEALTH & HUMAN SERVICES 825 "L" Street, Anchorage, Alaska 99502-0650 SOILS LOG — PERCOLATION TEST PERFORMED FOR: Nf 9Y^'G+" DATE PERFORMED: LEGAL DESCRIPTION: Loi- y,.:e,5.� Township, Range, Section: SLOPE SITE PLAN Nrr, vrn+G/ i.// �i�r zG.✓ 1 2 U `a NT1 r' 3 T- O F 4- e2 5- 67 6- 7 8- 91 9 _ 6 10 ,- 15 Date Gross Time Net Time Depth to Water Net Drop 16 `ZY "5 a 17 199'Fcn ' Louis A. P,ut_ra ee CP$736 WAS GROUND WATER �o ENCOUNTERED? IF YES, AT WHAT DEPTH? Oeplh to Water Alter / Manilaring7e'Date: '91615-9 Reading Date Gross Time Net Time Depth to Water Net Drop So A/r ZOVIrT 20 B® F�PROFESS\QNm PERCOLATION RATE (minutes/inch) PERC HOLE DIAMETER \\®\!®moi• . TEST RUN BETWEEN G FT AND % FT COMMENTS % /7 #y S's.i / C/atlrr` 6. Vi r. -..r./ /s-�e.:�re/i r✓a 7- S.Y PERFORMED BY: z Ie 1 1 CERTIFY THAT THIS TEST WAS PERFORMED IN ACCORDANCE WITH ALL STATE AND MUNICIPAL GUIDELINES IN EFFECT ON THIS DATE. DATE: 72-008 (Rev. 4/85) Municipality of Anchorage Development Services Department #�E Building Safety Division On -Site Water and Wastewater Program4700 South BragawSt.: P.O. Box 196650 Anchorage, AK 99519-6650 www.ci.anchorage.ak.us ' (907)343-7904 CERTIFICATE OF HEALTH AUTHORITY APPROVAL FOR A SINGLE FAMILY DWELLING =' • � �t- Current Property owner(s) k (rr ELYN FR -A1CH Day phone'345-//37 Mailing address /,5/40 40XFrli2D RIYI/ F 4n{oo�-ri Lending agency IIA Day phone Alq Mailing address /t/fJ Real Estate Agent — DCJVE2 Day phone 345-//37 Mailing Address — Al3DVG— Unless otherwise requested, HAA will be held by DSD for pickup. 2. NUMBER OF BEDROOMS: 4_ 3. TYPE OF WATER SUPPLY: TYPE OF WASTEWATER DISPOSAL: Individual Well ® Individual On -site - FX Individual Water Storage ❑ Individual Holding tank ❑ Community Class Well ❑ Community On-site ❑ Public Water System ❑ Public Sewer ❑ The Municipality of Anchorage Development Services Department (DSD) Issues Certificates of Health Authority Approval (HAA) based only upon the representations given in paragraph 5 by an independent professional civil engineer registered in the State of Alaska. Certificates of Health Authority Approval are required for the transfer of title (except between spouses) for properties served by a single family on-site wastewater disposal and/or water supply system. DSD also issues HAAs upon request to homeowners. Certificates of Health Authority Approval are valid for 90 days from the date of issue for properties served by a private or Class C well and may be reissued with new water sample results less than 30 days old. (Certificates may be reissued for a period of up to one year with valid water samples.) Certificates are valid for one year for properties served by Class A or B wells or a public water system. The Municipality of Anchorage is not responsible for errors or omissions in the professional engineer's work. 4. 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 Health Authority 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 Mun'cipality 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 5KZA1 CDNSULTFIA/TS b Phone 34,5-7453 Address 5400 A?ARgIr �2ay RD Engineer's Printed Name %57-9/LW y 6. NE,UsLE'G Date 5. DSD SIGNATURE _1,-1 Approved for Disapproved. 4_ bedrooms. .7604 Conditional approval for bedrooms, with the following stipulations: Attachments: HAA Checklist X Septic System Advisory Well Flow Advisory Maintenance Agreements Supplemental Engineer's Report Other By. c/ d Original Certificate Date: 6_07-0/ (Rev.12100) Municipality of Anchorage I`Il� G*GE B4'( • '� Development Services Department ' Building Safety Division On -Site Water & Wastewater Program 4700 South Bragaw St. P.O. Box 196650 Anchorage, AK 99519-6650 www.ci.anchorage.ak.us (907)343-7904 HEALTH AUTHORITY APPROVAL CHECKLIST Legal Description: LOT OLoCk 2 CaaESr- 9/D 6E Parcel ID: 0 /7-112 -gS A. WELL DATA Well type PV7- If A, B, or C provide PWSID # Date completed 7 /B/9,3 Sanitary seal (Y/N) Total depth 247 ft. Cased to /lift. FROM WELL LOG Date of test —6&-9-3 Static water level Well production g.p.m. WATER SAMPLE RESULTS: Coliform D colonies/100 ml. Nitrate Oi.S mg./I. Well Log (Y/N) Wires properly protected (YIN) Casing height (above ground) 2, 5 -irr AT INSPECTION 6 G9 0/ ft. .2. g.p.m. Other bacteria D colonies/100 ml. Date of sample: Collected by: �S. #LV'5LEE PE, B. SEPTIC/HOLDING TANK DATA Tank Type/Material .S>EEL Date installed WZ9/93 Tank size 12,50 gal. Number of Compartments Cleanouts (YIN) Y Foundation cleanout (YIN) Depression over tank (Y/N) 1v High water alarm (Y/N) Date of pumping Z0125100_.._ Pumper 17-,k NDME SEKV/CES IA/G . C. ABSORPTION FIELD DATA Date installed G% 2 3 Soil rating (g.p.d./ftz or ft2/bdrm) 0, f� System type SHALLOW Aq 41 Length I/6 ft. Width 1:2 ft. Gravel below pipe &0 ft. Total depth 5 -7 ft. Eff. absorption area L06 ft' Monitoring tube Depression over field A/ Date of adequacy test Results (Pass/Fail) 10 For -A- bedrooms Fluid depth in absorption field before test 3J in. Water added gal. New depth3rJ'? in. Elapsed Time: 1165 -min. Final fluid depth -X_ in. Absorption rate >= 600 g.p.d. Any rejuvenation treatment (past 12 mo.) (Y/N & type) Jul If yes, give date D. LIFT STATION Date installed 073 Size in gallons 2.50 Manhole/Access (Y/N) Y "Pump on" level at 4fi�o in. "Pump off' level at �Q in. High water alarm level at 47 in. DatumQ/r1rj91 1 Cycles tested >10 Meets alarm & circuit requirements? E. SEPARATION DISTANCES SEPARATION DISTANCES FROM WELL ON LOT TO: Septic tank/lift station on lot /%J Absorption field on lot /44/ _ Public sewer main /Vfi Sewer /septic service line /35 i On adjacent lots /34 On adjacent lots /Z Public sewer manhole/cleanout AM Holding tank NA SEPARATION DISTANCES FROM SEPTICIHOLDING TANK ON LOT TO: Building foundation t— Property line Absorption field 25 Water main IM Water service line iVA Surface water /64 Wells on adjacent lots >240 SEPARATION DISTANCE FROM ABSORPTION FIELD ON LOT TO: Property lire 30' Building foundation 2 / Water main NA Water Service line 7J Surface water /.34 Driveway, parking/vehicle storage .30 Curtain drain /VA Wells on adjacent lots V00 , F. COMMENTS G. ENGINEER'S CERTIFICATION I certify that I have determined through field inspections and review of Municipal records that the above systems are in conformance with MOA HAA guidelines in effect on this date. Engineer's Printed Name _S7 -EV -W C �%NSCFE Date 0 HAA Fee $ q") . °d Date of Payment>bIgI / D 1 Receipt Number Db 5–W60 (Rev. 12100) Waiver Fee $ Date of Payment Receipt Number C MUNICIPALITY OF ANCHORAGE • DEPARTMENT OF HEALTH & HUMAN SERVICES Division of Environmental Services On -Site Services Section P.O. Box 196650 Anchorage, Alaska 99519-6650 343-4744 C� CERTIFICATE OF HEALTH AUTHORITY APPROVAL FOR A SINGLE FAMILY DWELLING Parcel I.D.# 017-112-85 HAA# VARof'S :�CA� 1. GENERAL INFORMATION Complete legal description Forest Ridge, Lot 14, Block 2 Location (site address or directions) Property owner Norcol investments Day phone _ Mailing, address 15140 Oxford Bluff Circle, Anchorage, AK 99522 Lending agency NSA Day phone Mailing address Agent NSA Day phone - Address Unless otherwise requested, HAA will be held for pickup. 2. NUMBER OF BEDROOMS: 4 3. TYPE OF WATER SUPPLY: Individual well X Community well Public water _ NOTE: If community well system, provide written confirmation from State ADEC attest- ing to the legality and status of system. 4. TYPE OF WASTEWATER DISPOSAL: Individual on-site X Holding tank Community on-site Public sewer NOTE: If community wastewater system, provide written confirmation from State ADEC attesting to the legality and status of system. 72-025(Rev.1/91) Front MOA#21 N 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 of this Health Authority Approval application 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. Address P.O. Box 773294, Eagle River, AK 99577 Engineer's signature 6. DHHS SIGNATURE Approved for bedrooms. Disapproved. Conditional approval for M /Cj6iL,cis Additional Comments Date bedrooms, with the following stipulations: WTIC The Municipality of Anchorage Department of Health and Human Services (DHHS) issues Health Authority Approval Certificates based only upon the representations given in paragraph 5 above by an independent professional engineer registered in the State of Alaska. The DHHS does this as a courtesy to purchasers of homes and their lending institutions in orderto satisfy certain federal and state requirements. Employees of DHHS 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. 72-00 5(Rev. V91) Back MOAN21 Municipality of Anchorage Department of Health & Human Services . HEALTH AUTHORITY APPROVAL CHECKLIST CEM Legal DescFiption: 120MSf Q/DiaG 1407/4/ BL,rc Z Parcel I.D. 017 Z -,? A. WELL DATA Well type 6040161E If A, B, or C, attach ADEC letter. ADD,EC water system number � Log present (Y/N) yes Date completed �0 93 Driller .9Lf��NE Total depth 7#11 Cased to . d Casing height L Sanitary seal (Y/N) YL S Wires properly protected (Y/N) Date of test Static water level Well flow Pump level FROM WELL LOG ear/r �/9 3 3/ (//NKNOWN g.p.m. AT INSPECTION SEPARATION DISTANCES FROM WELL TO: / i Septic/heldin tank on lot /75 ; On adjacent lots Absorption field on lot lAJd ; On adjacent lots — YES o K X� NIA Public sewer manhole/cleanout /V/A CY) rM Petroleum tank 1499J)/E ,0A1XC1V1'_ �� rn .R7.D r c0 oc,+ 60 Sm 7/ >G AV Public sewer main NIA Public sewer manhole/cleanout /V/A Public sewer service tine 111114 Petroleum tank 1499J)/E ,0A1XC1V1'_ WATER SAMPLE RESULTS: Coliform `O Nitrate 4 0./ L144 ZL_ Other bacteria 'B" Date of sample:Collected by:H6iNGE/� B. SEPTIC/MOL M TANK DATA Date installed 07,1Z9/93 Tank size y2-50 Compartments Z f LAE Cleanouts (Y/N),, -Foyndation cleanout (Y/N) i6!5 Depression (Y/N) /`.O N �. High water al#vm(Y/N) �i �_ Alarm tested (Y/N) 141f4 Date of pumping /Jj5k"" SEPARATION DISTANCES FROM SEPTIC/H9L-DtNG TANK TO: Well(s) on lot 195 On adjacent lots 30 Foundation- To oundation_To property line 9g' /` Absorption field 19 / Wateraaeln/service Surface water/drainage N/A Co / 72-o2s(Rw.MI) Fmnt MOA 21 CONTINUED ON BACK PAGE C. LIFT STATION Date installed 0��29<93 Manufacturer�%�� TiiNK Size in gallons /250 Manhole/Access (Y/N) yG� Vent (Y/N) lye 5 "Pump on' level at 3 "Pump off' level at' High water alarm level Cycles tested NIX .V�w Meets MOA electrical codes (Y/N) SEPARATION DISTANCE FROM LIFT STATION TO: Well on lot X75 On adjacent lots D. ABSORPTION FIELD DATA f lQ0 Surface water A114 - S/f/jLLO/�J Date installed 87��9 �3 Soil rating 4& 660/0 —System type TSE Length yiln Width5rf Gravel thickness Total depth 7 p Total absorption area 6POO �" Cleanouts present (Y/N) Depression over field (Y/N) NO Date of adequacy test N/ NSW Results (pass/fail) R,453 for bedrooms Peroxide treatment (past 12 months) (Y/N) 44 If yes, give date NSA SEPARATION DISTANCE FROM ABSORPTION FIELD TO: Well on lot /�o r On adjacent lots f 100 r , Property line 33 To building foundation �� ' To existing or abandoned system on lot . N%A On adjacent lots f 30 Cutbank N14 Water main/service line 0/ Surface water 1%1'4 Driveway, parking/vehicle storage area ^ 7i5 Curtain drain /V114 E. ENGINEER'S CERTIFICATION I certify that I have checked, verified, or conformed to all MOA and HAA guidelines in effect on the date of this inspection. Signature /j * f • •• �' '1p Engineer's Name Date c+7. ................Louis HAA Fee $ Date of Payment _ Receipt Number 72-M (Rev. 3/81) Back MOA 21 Waiver Fee: $ Date of Payment _ Receipt Number