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HomeMy WebLinkAboutSILVERWOOD HILL ESTATE #1 LT 1AMunicipality of Anchorage T7 h1AY 52014 / 3 Pa of Community Development Department Page On -Site Water and Wastewater Program 4700 Elmore St. • P.O. Box 196650 Anchorage, AK 99519-6650 • http://www.muni.org/onsite - (907) 343-7904 ON-SITE WASTEWATER INSPECTION REPORT Permit Number: D 5 plff 0�7 PID Number: 76�?— /Y New ❑ Upgrade Name; kL—,) Z ABSORPTION FIELD z 4 Deep ❑Deep Trench �d Shallow Trench El Bed ❑Mound Address P_ ❑ Other Phone 2 �2 f n b �j Number of Bed ro ms Soil Rating / � Total depth from original grade /, GPDISFJ Ft. LEGAL DESCRIPTION Depth to pipe invert from original grade ( Ft. Gravel depth beneath pipe 3 Ft. Subdivision �^ �- Block Lot /A Fill added above original grade 2, 5 "f Gravel length p � I , Township Range Section Ft. Q Ft. Gravel width 5 Ft. Beds: Number of Lines Distance between lines "'' Ft. SEPARATION DISTANCES Tod Septic Absorption Lift Station Holding Sewer Total absorption area Number of trenches Dist. between trenches From Tank Field Tank Line �� a Fe --- Ft. Well O() /� 0 --- ?5 f. TANK eptic ❑ S.T.E.P. []Holding ❑ Other Capacity ManufaXr.,Gal. Surface Water l� i Qd _. t 7Z7,,(�- -50 Material Number of compartments Lot Line f/0 � I �� �`' -- �- NA Foundation/� `. f /Q �r LIFT STATION Manufacturer Capacity Gal. Curtain DrainN q ^/ q Pump on level at p off level at A water alarm at Remarks in. in. in. Pump make and model Electrical spections performed by PIPE MATERIAL House to tank Tank to drainfield Installer _ �ra.1 field Co/MT Inspector /J BENCHMARK (Assumed elevation) I' 0 ft t Inspection) s, dates: 1 7 (3 ( 2'a l6 Location and description �,,. Jas cr 'f e_ COMMUNITY DEVELOPMENT DEPARTMENT APPROVAL. Engineer's Stamp e Conditional Approval: Date ev' ea�pb,�.�h " G & � S�� r Jt'i :':79 LV • t:i�� <=J a TIM Approved Date 1 1 16 — r _._ _. 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In ID W C05 CT' %6 G�OD 0 r, No 00 cri LJ 0 -alOMS 96DUIDJ(] 10 W 51 cu cu LLJ CLE c Lj liv U 0 0 X 0) LLJ Li < UD: rn CU OE c LiC 0 0 > 0 = �- — d cu (D o CD (() 0 coa4l ('CmU3 0 F- U) :3 S U 0 E c cu 2: c L :3 E oj F- 0 , o \ in ci c LLd &i c (1) -a (U C:) F- FL-- 0 C Z0 0 U) Q-C 0 (U C) (D (A (Y F- 0 10 Z F- 0 > C� r -S luaLUGS03 SsaDOV 02 cri LJ 0 ED 10 W 51 cu cu LLJ cri LJ 0 CLE c Lj U LLJ Li cri LJ 0 In -PN S U � O C N i � -P d S U ~ � d75 i � 4- O O i d > i c- 0 u C O O) y 1 �� C a- d d i Q� d i +' :3L7 U n i H L 01 O S d W i -P O d U p� ,� � > Lo i 0O i (' . a a n, a, n, > 4- 3 {- W 0 +, U i pq N 75 d �2: Ul -P :5 :5 0 0 M: �-- o d a, � a_ M U _N W d 0� II U O O N II i 0 O +' O_ a II d i' > d Q� O +, d > W N w > N w In -PN N O 0 Q -P d � N i a d75 � U N LLI N d > i L O O O) U (__) d a- F-- d i Yd +' :3L7 O i O U S d W c p� ,� � > Lo (U Q O . a 0 Lb 05 03 11 c O d N Rn - OR (lJ 00 11 c O_ d N W H N (4- O Ln J H Q :, a a D J U N LLI Ilu c� L f j� LL- S a- F-- o > H �� v ) cl, (/0 W 0 O L p� LD > d u c a, 4- o W 1a� �1 ON II c 0 d _N W d L.� Lb 05 03 11 c O d N Rn - OR (lJ 00 11 c O_ d N W H N (4- O 3 J ° W ,—, IC H V Q W W L z E— = Q L U ~ > z � W u W � L L W crW Ln J H Q :, a a D J U N LLI 3 c� Q!� W W F-- o > H �� v ) cl, (/0 W 3 J ° W ,—, IC H V Q W W L z E— = Q L U ~ > z � W u W � L L W crW Randy Kubitz and KristineTobin July 13th, 2011 Permit No. R11-1222 Municipality of Anchorage Anchorage, Alaska To whom it may concern, I Randy Kubitz and Kristine Tobin are the owners of 19380 Silverwood Hill Drive, Eagle River, AK 99577, Silverwood Hill Estate lot 1a. I Randy Kubitz, have extensive construction experience with heavy equipment. I will be installing the septic system at this location under the direction and supervision of Northrim Engineering, Steve Eng, 17237 Bear Paw Circle, Eagle River, AK 99577 907-694-7028. On-Site Wastewater Disposal System Permit OSPl11041 05076219000 Septic MUNICIPALITY OF ANCHORAGE Development Services Department On-Site Water & Wastewater Program 4700 EImore Road, PO Box 196650 Anchorage, AK 99519-6650 Telephone: (907) 343-7904 Permit Number: Tax Code Number: Work Type: Initial Permit Effective Dates: April 28, 2011 to Design Engineer: NORTH RIM ENGINEERING Subdivision: SILVERWOOD HILL ESTATE April 27, 2012 Site Legal Address: SILVERWOOD HILL ESTATE LT lA G:0354 Owner/Address: TOBIN KRISTINE M 50% & KUBITZ RANDY 50% PO BOX 771555 EAGLE RIVER AK 995771555 Site Mailing Address: Lot Size in Sq Ft: 217801 Total Bedrooms: 4 t~ r t m e n t This permit is for the construction of: Y Disposal Field Y Septic Tank N Holding Tank N Privy N Private Well N Water Storage 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 By: Issued Date: J' J "' ' Date: {//~'~/? / Municipality of Anchorage Development Services Department Building Safety Division On-Site Water and Wastewater Program 4700 Elmore Road P.O. Box 196650 Anchorage, Alaska 99507 www. muni.org/onsite (907) 343;7904 ON-SITE SEWER/VVELL PERMIT APPLICATION FOR A SINGLE FAMILY DWELLING Parcel I.D. Property owner(s) Mailing address //t/4:~7 ~' Z"~-<.~/~...._~,r'. Site address Legal description (Sub'd., Block & Lot) -.~'//r,/~C't,o r.3 od~ Legal description (Township, Range & Section) Lot Size <~[ "7 ~O/' Sq. Ft. Number of Bedrooms Day phone Zip Code Zip Code THIS APPLICATION IS FOR ([~ all that apply): Absorption Field Septic Tank Holding Tank Privy Private Well Water Storage THIS APPLICATION IS AN: Initial [] Upgrade [] Renewal [] 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. (Signature of property owner or authorized agent) Fees: Date of Payment: Receipt Number: (Rev. 11/05) Waiver Fees: Date of Payment: Receipt Number: ':?THRIM ' [~,~JNEERING MEMO Steve Eng, PE, PH P.O. Box 770724, Eagle River AK 99577 (907) 694-7028 tel northrimeng@aol.com Date: 4/19/11 To: MOA On-Site Services Subject: Silverwood Hill Estates, Lot 12 Septic System Design Number of Pages: 6 A new house and wastewater system are planned for the subject lot. The test hole showed difficult excavating ~ 10', and no groundwater. The design calls for a new trench, new septic tank & private sewer lines. Private water wells serve the area lots and are shown in drawings. An existing water well is already drilled and location shown on drawing. Please review the wastewater system design for the single family home. I have included design plans & specs, design guidelines, & soil tests. If there is need for additional information or clarification please give me a call. Thanks-Steve E~N.,G_INEERING Silverwood Hill Estates, Lot lA SPECIFICATIONS & DESIGN GUIDELINES Wastewater System Sizing: This is a new 4-bedroom, single family home. This is a new subdivision and most of the neighboring lots are undeveloped. These lots are large and are served by private water wells. No adverse impacts are expected from development. No conflicts to the other lots will take place by this septic system and water well construction. The easements are located on the drawing and are not encroached upon. Soil tests revealed silty gravel soil. An application rate of 1.2 GPD/FT2 with 0.58 reduction factor for utilizing a 5' wide trench. Trench Length --- 500 FT2/5'x .58 reduction factor = 58'; 1 line ~ 58'. Excavation became difficult at 10', although hard bedrock had not yet been encountered. Monitoring revealed no groundwater.. Specification Requirements: All components and work must comply with the Municipality of Anchorage Specifications (AMC) & State of Alaska Drinking Water Regulations and Wastewater Regulations. · Two compartment, 1250 gallon septic tank. Watertight couplings on inlet & outlet. · 5' minimum between the tank and bed. 10' to property lines. · 3' of cover or insulation is required for trench; an equivalent of 1" insulation for 1' foot soil cover. · Tank & solid pipe must be set on well compacted, stable soil. · 4 inch diameter cleanouts with airtight caps are required 1' to 4' from foundation wall, prior to any 90 degree bend in 4 inch line, in each tank compartment, and two adjacent opposing cleanouts between the tank and the absorption field, not more than 10' from the tank positioned to provide cleanout access towards the tank and towards the absorption field. · All cleanouts must extend to at least ground level. · In solid pipe runs, ASTM D-3034 may be used in lieu of cast iron. · Trench to be placed level, minimum of 4' to groundwater, 6' to bedrock from drain- rock. · Drain rock to be ½ inch to 2 ½ inch screened. Drain rock to be distributed uniformly throughout the trench. Perforated pipe to be installed level with perforations down. Silt barrier (filter fabric) to be installed above the drain rock. Smeared trench sides must be raked or scarified before drain rock placement. The finish grade must be mounded to promote drainage over the trench. Insulation must be placed over any pipe installed under driveways or parking areas. Approved pipe materials include cast iron, PVC ASTM D3034, PVC ASTM F789, ABS ASTM D2661, Sewer Service Line is minimum 2% slope. Septic Tank to be pumped every two years or when required. Insulation board to be extruded direct burial polystyrene (Dow Styrofoam HI/equal) ~,ua~uaso3 ss~oo¥ ,Og E d E 0 0 0 0~. c U E q- 0 E 0 0 0 E ~ 0 E~ ~ d L.~ 0 c:~ U 0 ..__1 TH21M SBILS LFIG - PERCFILATIFIN TEST Date PerForned~ PerFormed For~ Randy Kubitz Legal Description: SiLverwood HiLL Estates, Lot lA a - 3 - 4 - 5 - 6 - 7 - 8 - 9 - 10 - 11 - 12' - 13 - 14 - 15 - 16 - 17 - 18 - 19 - 2'0 - DEPTH (FEET) ::.L¥.,:~ .!:..'.~ "::-.~ i": .C"".%; ~.' i,-?" :":. ,)'.' .':.'"' i'.;':;:.: Comments: PremookPd. T,H, Location: See Attached Design Groundwatem? No Depth -- Water Depth AFter Monitoring,None Date, 4/13/10 # Date Gross Time Ne'c Time Dep'ch Ne~ Drop 1 4/13 0 -- 7'' -_ 2' 4/13 10 10 rain, 10,5' 3,5' 3 4/13 12' -- 7,, __ 4 4/13 2'2' 10 mir, 10,5'' 3,5'' 5 4/13 2'5 -- 7,, __ 6 4/13 35 lO min, 10,5'' 3,5'' 7 4/13 37 -- 7'' __ 8 4/13 47 10 min, 10,5' 3,5' 9 4/13 50 -- 7- __ 10 4/13 60 10 mir, 10,5' 3,5" PercoLation Rate 3 min,/inch Perc HoLe Diameter 6x Test Run Between 3' and 4' Per¢ormed By NorthRim Eng, I CERTIFY THAT THIS TEST WAS PerFormed in Accordance with A[[ State/Municipa[ Guidelines in EFFect FIN THIS DATE, DATE~ 4/13/11 IX RT IM SOILS LOG - PERCOLATION TEST Dote PerFormed~ 4/6/11 PerFormed For: Rondy Kubi~z LegcL Description: SiLverwood HiLL Estates, Lot lA DEPTH (FEET) i - :!.;.':::.,?..::"~ .'..., ;..: ,,.,..% P - 3 - ..:'.".'L-'.L":i :"'i 4 - 5 - 6 - 7 - 8 - 9 - 10 - 13 - 14 - 15 - 16 - 17 - 18 - 19 - PO - Orgcnic GM SiLty Grcvet T,H, Locction~ See Attached Design GroundwoFer? No DepFh -- ~cFer DepFh AFFer Moni¢orinq,None Doer: # Date I Gross Time Net Time Depth Net Drop 1 4/13 0 -- 7- -- P 4/13 10 10 mir, 10,5' 3,5' 3 4/13 12 -- 7, -- 4 4/13 PP 10 mir, 10,5' 3,5" 5 4/13 25 -- 7,, __ 6 4/13 35 10 min, 10,5" 3,5' 7 4/13 37 -- 7. __ 8 4/13 47 10 min, 10,5" 3,5" 9 4/13 50 -- 7,, __ 10 4/13 60 10 min, 10,5" 3,5" PencoLction Rote 3 min,/inch Penc HoLe Diometen Test Run ~etween 3'ond 4' Comments: Pnesooked, Penfonmed By NopthRim Eh9, I ~ CERTIFY THAT THIS TEST WAS PerFormed in Accordonce with AL( Stote/Municipot Guidelines in EFFect BN THIS DATE, DATE, 4/13/11 by SULLIVAN WATER WELLS P.O. BOX 670272, CHUGIAK, ALASKA 99567 ,TELEPHONE 688-2759 OWNER OF LAND: C/~f~"~'~.,"'. ,r ,[/,'///~, ¥.~/,z..~_ L ~ r~ BORE HOLE DATA ~DRESS: LEGAL DESCRIPTION: ~/4 d I~ ~ ~/~ ~ / PERMIT NUMBER: ~ Date of Issue ~' -'7-O_..~ TAX IDENTIFICATION NUMBER: O ~'0 . "7~,,~ - Is well located at approved permit location? r_t Yes r..I No Method of Drilling:/..,~r rotat7 ~J cable tool Depth of well: Z.~O O P ~ s ' .~5""O inches ,~ Z./.. feet Liner Type:, Casing Stickup Above Ground: ~ ' feet Static Water Level: % r~ feet Recover Rate: ~,, gpm Method of Testing/'~/r//~ Well Intake Opening Type: Q open end O Screened; Start feet Stopped feet O Perforations Start feet Stopped feet Grout Type: /~)~,.~'r'~*~* )'4-'_. Volume Depth: from ~} feet, to ~ ,~, . feet Well D s nfected Upon Completion9 ~[I..Ye~ Q No Method of Disinfection: ~- h'//.. :)45 ....~..~ ~--O ~/~,~ Comments: DEPTH /lO I10 Driller's Name ~O'J ,..~"q~.~.,J~,,,.4./ ArrENTION: It is the responsibility of the property owner to submit a copy of the well log Io the proper authority. Municipality of Anchorage: Department of Health & Human Services and/or Department of Environmental Conservation, MatSu Borough: Department of Environmental Conservation. WATERWELL - TEST PUMP REPORT Conducted by' Anchoraqe Well & Pump Service 330 E 76th Avenue, Anchorage AK 99518-2840 Ph: (907)243-0740 Fax: (907)243-0742 Owner Information Owner: Chuck Lekites . Address: 11005 Steeple Drive Ea9le River, AK 99577 Well Location: L1A Silverwood Hills Estates Pump Information Intake Depth: Pumping Water Level: Max Drawdow~: Air Line Depth: Average Discharge: PUMP ON Time: PUMP OFF Time: 360 feet 400 feet Electronic 6.58 ~al/min 12:50 PM Date: 9/28/2006 2:20 PM Date: 9/28/2006 Well Information Total Depth: 400 feet Depth of Casing: 44 feet Static Water Level: 46 feet Casing Size: 6 inches Screen Diameter: NIA Screen Slot: N/A Screened From: NIA Screened To: NA Remarks: Elapsed Water Level Flowmeter Flow GPM Comments Time Feet I Meters 11:00 46 I 14 1622 8 Start 11:40 .........~160___l 49 1900 7 12:00 217 I 66 2040 7 ' '12:20 ...... 274--- l'"-~ 2179 --7 12:40 331 .[ 101 2318 6 12:50 360 1 lO 2388 6 S_!_op 1:36 360 ' 110 2486 -- Stop 2:20 360 ilo 2582 ..... .St__op I (~.__~LONS PUMPED=96~'-'- -- TIME PUMPED=200 Minutes ...... WELL TEST YIELD=2 GPM t Water Well - Recovery Elapsed ~ Water LevelI Comments MUNICIPALITY OF ANCHORAGE Development Services Department On-Site Water & Wastewater Program 4700 South Bragaw Street P.O. Box 196650, Anchorage, AK 99519-6650 (907) 343-7904 ON-SITE WATER SUPPLY PERMIT Initial Date Issued: Sap 07, 2006 Expiration Date: Sap 07, 2007 Permit Number: SW060295 Legal Description: Silver, rood Hill Estates Lot lA Design Engineer: 0070 KND ENGINEERING Owner Name: Nail & Penny Nichols Owner Address: 19336 Timberline Drive Eagle River, A 99501- This permit is for the construction of: [] Disposal Field [] Septic Tank [] Holding Tank Parcel ID: 050-762-19 Total Bedrooms: 5 [] Privy [] Private Well Site Address: 19336 Timberline Drive Lot Size: 217801 SQ. FT. Permit Bedrooms: 5 [] Water Storage Ail 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 ). The engineer must notify DSD at least 2 hours prior to each inspection. Provide notification by calling 3. I ' (907) 343-7904 ( 24 hours ). ( Not required for a Water Supply Permit on y ). 4. From October 15 to April 15, a subsurface soil absorption system under construction during freezing feather must be either: A. Open and dosed on the same day. B. Covered, sealed, and heated to prevent freezing. 5. The following special provisions. -WHEN THE WELL HAS BEEN COMPLETED AND SATISFACTORY WATER PRODUCTION HAS BEEN DETERMINED, THE WELL DRILLER SHALL PLACE AN APPROVED SANITARY SEAL ON THE WELL HEAD AND NO PITLESS ADAPTER OR PUMP SHALL BE INSTALLED UNTIL AN APPROVED WASTEWATER DISPOSAL SYSTEM HAS BEEN CONSTRUCTED. Issued By: ~ KND ENGINEERING, INC. 20441 PTARlVlIGAN BLVD. EAGLE RIVER AK 995T7-8736 (907)696-61111 FAX (907)696-8111 September 6, 2006 Municipality of Anchorage Development Services Department On-Site Water & Wastewater Program P.O. Box 196650 Anchorage, AK 99519-6650 Subject: Exploratory Well Permit - Silverwood Hill Estate, Lot IA Gentlemen: The potential buyer has requested we be granted permission _to determine w.at.e..r availability as part of the due diligence vrocess on the subject lot. We proposed to drill a well in t~e location shown on the attac~ed working plat / site plan. Except as noted, there are no wastewater systems within 100' of the proposed ,rivate well location. We do not expect there to be any adverse effect on adjacent lots ~y the development of this well. If you have any questions, please contact me at 696-6111/FAX 696-8111. Respectfully submitted, KND Engineering, Inc. Attachments: On-Site Well and Septic Application Water Well Site Plan Municipality of Anchorage 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 ON-SITE SEWERANELL PERMIT APPLICATION FOR A SINGLE FAMILY DWELLING ParcelI.D. 050-762-1~ Property owner(s) Nell & Penny Nichols Mailing address (1) 1~9336 Timberline Drive, Eaqle River, AK 99577 Mailing address (2) Legal description (Lot, Block & Sub'd.) Silverwood Hill Estate Lot lA Legal description (Section, Township & Range) Lot Size 5 .-Acres/sq~'~e'' THIS APPLICATION IS FOR: Sewer Only Sewer and Well Sewer Upgrade THIS PROPERTY CONTAINS: Hot Tub Swimming Pool Therapy Pool Permit Number SW Day phone 696-0707 Zip Code Number of Bedrooms NIA Well Only Water Storage [] Jacuzzi [] Water Softening Unit made for a I certify that the above information is correct. I further certify that this application is bein~ Single Family Dwelling and is in accordance with applicable Municipal Codes. (Signature of Permit Fees: Date of Payment: Receipt Number: (Rev. 12/00) , Waiver Fees: Date of Payment: · Receipt Number: 21/2 ALUH H0N FLUSH ~'~'~ ~ ..... ~,:~ .,..,~T.-R6LD~ ESTATES P SE I ..- N%B EST, .-.~.:' ,'~",~'~,~,,'~.% ~,~; ..... ~ - . - · · 1UNI:.- ~SEHENT \ LOT 2 ~ EA~EHENT THIS HALF OF LS 6918 · : 2006" 330.33 N~9os'/'30 ,'~/"- 659.79 {R&H} , t LOT 2A 5.00 ACS.. L*. LOT lA 217801SQ. -- B 5.00 ACS. 60' V/IDE PRIVATE ACCESS. LOT lA N89°57'3~"~/ 528.00 LOT 3A 959061 Sm FT. 22.02 ACS. LOT lB :TRIC g, TELECOH- "ION EASEH£NT. 81.3t, ")4 1318.83 (R&H) BLOCK ' TNH j