Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
Home
My WebLink
About
SILVERWOOD HILL ESTATE #1 LT 1C
Silverwood Hill Estate # 1 Lot 1 C #050-762-21 Municipality of Anchorage Community Development Department Page/ of 5 - On -Site 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:65PIII z 77 PID Number: 050 - 7C2—Z/ t9rNew ❑ Upgrade Name: orkqfF.,k rj ✓LSw� ABSORPTION FIELD�� ee Trench `(tShallow Trench El Bed ❑Mound Address / �/// h r, IF l/G nuc Other ❑ Otther Phone yy q6/ 7- — `.(O7— Number of Bedrooms 5 Soil Rating Q (3.8 Total depth from original rade T '9 166 GPD/SF Ft. LEGAL DESCRIPTION Depth to pipe invert from original grade S Ft. Gravel depth beneath pipe Ft. Subdivision Block Lot GS'�aT=- e. Fill added above original grade Gravel length 1z W / Township Range Section �2+ Ft. Ft. Gravel width Beds: Number of Lines Distance between lines SEPARATION DISTANCES S Ft. Ft. TO Septic Absorption Lift Station Holding Sewer Total absorption area Number of trenches Dist. between trenches From Tank Field Tank Line 1 QC0 Fe Ft. Well ,fin / 10 Q /f — s TANK Septic ❑ S.T.E.P. []Holding ❑Other W Manufa urr Capacity � �- /so O Surface Water D� / 6a ,. _ — D � Gal. Material Number of compartments Lot Line 4 it o"" "p .—. — S EGL 2 6 NA Foundation q - 4 �(l 6 if _ _ LIFT STATION Manufacturer Capacity Curtain Drain '— Gal. Remarks 6 /• /fC�/1 /f 7 CiOHo / 7Q�tJ Pump on level at in. Pump off level atXn water alarm at in. rn e.Oy�S -c¢f� Pump mak and model �E7o<al Inspections performed by PIPE MATERIAL House totank Tank to 3d4infield Installer j&PO/MT PI Drainfield VC, Inspector �10 �wra� BENCH MARK (Assumed elevation) QG ft Inspection rnd Location and description 3m 4th COMMUNITY DEVELOPMENT DEPARTMENT APPROVAL EnnVOmp �p Y OF 4,(,,{���� Conditional Approval: Date &,�� �� •__�¢ � Of ! F 6 5 Yi Approv Date a Inspection eport_1-1-12.doc Le J e\ AS—BUILT MEASUREMENTS SILVERW❑❑D HILL ESTATES S/D _ a i 1 40 SEPTIC SYS PO BOX 770724 A B ST C01 133 97 ST C02 138 105 DCOI 141 111 DC02 149 122 COI 54 80 C02 157 132 MT 63 79 5 BdrM Hone FCO S�oPe �erram" J e� / Le 0 Well / Driveway TT T.H,TO C01/MT New Trench No Conflict Within 200' �effQ\r J e\ -Le Alternate Site _ Not Constructed 1500 Gallon Septic Tank / 0 Double C.O.'s T.H,5 0 .1 OT,H,4 0T,H,6 T,H,70 . ci O, C❑ 1 "o 5 0 15 �--Possible Arcterra S�,oPe TH Site 15 �° ,�,�krrpYY •''��•°F NOR THRIM h�P ENGINEERING*'4••✓�r••�* SILVERW❑❑D HILL ESTATES S/D _ a i 1 40 SEPTIC SYS PO BOX 770724 RECORD Eagle River, Alaska 99577 907.694.7028 � �� LOT 1C°arse ET.,12/5/12 2 of 5 � { 0 \ J ^ G \ e � \ 0 \ / . / 2 k / t 2{\ o / \ /:\ ga ` M j 3 &/41 E L\ w�j / u /w 2 pq , Cu/ / r i A \ \ \_ \ ° \ 3 3 $ \ „ U? � �/ § A -1 ® ) $ \ 2 75 \ % ƒ / q {\0 �) \ j �/ ƒ g [ „ q ± \ \ / \ 2 2 \ \ ® 2 F- > u $ ri Ed - w S ® 0 � G ' j LLJ 2 / / / �& / » w C 1-- :5 \5 y , 2 ± J \ Li j\ Q ® u // ® / S g \ ¥- . kg \T \\ eE » // yol {| It e ?7 x ;\ . . j G � \ 4( \ CO §)/ } % j \ ix �® » f u +.. '�ZNNZ�� S❑ILS LOG - PERC❑LATI❑N TEST Performed For: Neil Nichols Date Performed: 10/12/11 Legal Description: Silverwood Hill Estates, Lot 1C DEPTH (FEET) Organic T,H, Location: See Attached Record 1 - Date Gross Time Net Time 2 Net Drop 1 GM 3 _ z Silty Gravel 2 10/12 10 10 min. 5,5' 1.5' 3 10/12 5 -- 4' -- 4 10/12 22 10 min. 7 1.5' 5 10/12 25 -- 4a -- 6 10/12 35 10 min. 9 - 1,5" 7 10/12 10 -- 4" -- 8 10/12 47 10 min. 12 - 1.5' 9 10/12 13 - -- 4' -- 14 - 10/12 60 10 min. 15 - 1.5' 16 - 17 - 18 - 19 - 20 - Groundwater? No Depth -- Water Depth After Monitorino.None Date: 10/12/11 # Date Gross Time Net Time Depth Net Drop 1 10/12 0 -- 4' -- 2 10/12 10 10 min. 5,5' 1.5' 3 10/12 12 -- 4' -- 4 10/12 22 10 min. 5.5' 1.5' 5 10/12 25 -- 4a -- 6 10/12 35 10 min. 5,5' 1,5" 7 10/12 37 -- 4" -- 8 10/12 47 10 min. 5.5' 1.5' 9 10/12 50 -- 4' -- 10 10/12 60 10 min. 5.5' 1.5' 21 - Percolation Rate 7 min,/inch Perc Hole Diameter 6' Test Run Between 3' and 4' Comments ' Performed By NorthRim Eng, I CERTIFY THAT THIS TEST WAS Performed in Accordance with All State/Municipal Guidelines in Effect ON THIS DATE. DATE: 10/12/11 OF ��� ..... NORTHRlM CO" ���., * ENGINEERING TESTH❑LE LOG T. H. 7 ... PO Box 770724 �64 e i Eagle807694 Alaska99577 .1-7 � r')lt.I GE❑TECHNICAL pots: 10/12/11 EET: 4 of 5 S❑ILS LOG - PERC❑LATI❑N TEST Date Performed: 10/12/11 FEN,ZINEERING Performed For: Neil Nichols Legal Description: Silverwood Hill Estates, Lot 1C DEPTH (FEET) 1 - 2 - 3 - 4 - 5 - 6 - 7 - 8 - 9 - 10 - 11 - 12 - 13 - 14 - 15 - 16 - 17 - 18 - 19 - 20 - Organic GM Silty Gravel T,H, Locationi See Attached Record Groundwater? No Depth -- Water Depth After Monitorino None Datel 10/12/11 # Date Gross Time Net Time Depth INet Drop 1 10/12 0 -- 4" -- 2 10/12 10 10 min. 61 2" 3 10/12 12 -- 4" -- 4 10/12 22 10 min. 61 2" 5 10/12 25 -- 4' -- 6 10/12 35 10 min, 6° 2" 7 10/12 37 -- 4" -- 8 10/12 47 10 min. 6" 2- 9 10/12 50 -- 4" -- 10 10/12 60 10 min. 6' 2" 21 - U Percolation Rate 5 min./inch Perc Hole Diameter 6" Test Run Between 3' and 4' Comments+ Presnaked Measured to nearest 1/16" Performed By Nc)rthRim Fng, I C1 CERTIFY THAT THIS TEST WAS Performed in Accordance with All State/Municipal Guidelines in Effect ON THIS DATE. DATE: 10/12/11 �F NORTHR/My�P' :Tr ENGINEERING *' .* TESTH❑LE LOG T. H. 6 PO Box 770724 •••; •••t Eagle Rl�, Alaska99577 .7 �q- �• /�( 90 694.7028 (/f�G GEOTECHNICALD111 10/12/11 EEM 5 of 5 Nov 16 2012 10:44AM M W Drilling 9073453297 page 1 Job No.: 01-195 Permit No.: SWOI0385 Prolect No.: N/A M -W Drilling, Inc. *P.O. Box 110378+Anchorage, AK 99511♦ ♦907-345-4000 ♦ 907-345-3287 Fax* Groundwater WW As -Built A Log *Well Owner.. Nichola, Neil $ ♦Legal Descroi n: T 14N, R I W, Sectio[ Constractdoa *trete Depdr: 400' *CasiwgSke. 6" ♦Cased Ta: *Drill Metkad: Air Romry 4 Use of Wea. Domestic J2, SW4, NE9 Silverwood Hili Estates / j� 40. P *MeterW.- A 53 Steel * Well CO Mpletion- Chien end X Screen Perforeled ♦Scrsa✓PerfWvdvjrdewr44kx. Now * GvwwrNoAes 10" hole d<•illed to 40-1', 6" casing nm to 4t with neat cement to surface. Perf. Method: * Wd1 Dea ekepm=p Merkel: Air surge Neft. *Bradt water level (S'Wl) N/A (above) (below) top of eaakrg (TOC'. * WeAyk1d test at NIA gaAons per mb$We (GPM),19&NoMs per hoar (GPH) for N/A hours wkk N/A ofAWwdown(DD)frawstat(eknrl(SWL), *Metkad Air lift - *Date of completion: 19 November 2001 *Pantp Install: wou t ..... Depth In feet from - -- to of casia Dermis of formations nets Size of material tolor and hardness. 0 TO 2 Casing stickup 2 TO 11 Bedrock: brown, soft, weathered fracturedlwith inter -bedded clay 11 TO 18 As above: —, blue weathered silt -stone argite 1 18 TO 185 As above: blue -black silt -stone argiilite 185 TO 241 As above 241 TO 316 As above: -black, hard, dense, slow drilling 316 TO 388 As above: -black, some uartz fracture filling. drilled faster _�. 88 _. T.a._ 400 As above: -gray-black, hard, dense slow drilling TO __ _. _ TO TO TOTO C� TO TO-Cvwflflasth NaPL-- ARCTIC PUMP & WELL INC. Q fim Sullivan le Box 77K 97 1'at, Eagle River, AK 99577 'an a m - (907) 688-2510 (907)258-2510 (907)745-2510 anw eci net Pump Installation Log Well Drilling Permit Number: SW Parcel Identification Number: Date of Issue: Arctic Pump & Well, Inc. Page I of I Legal Description:Silverwod Hill Property Owner Name & Address: Est Ll Niel Nichols 11942 Town pk cit Pnol a R ivar At . 09577 Pump Installation Date: 10-11-06 Pump Intake Depth Below Top of Well Casing: 390 Feet Pump Manufacturer's Name: Dempster Pump Model: LBF2-100-S2 Pump Size:I hp Pitless Adapter Burial Depth: 10 feet Pitless Adapter Manufacturer's Name: U/K Pitless Adapter Installer: U/K Well Disinfected Upon Completion? Yes Method of Disinfection: Chlorine Comments: Pump Installer Name: Arctic Pump & Well, Inc. Arctic Pump & Well, Inc. Page I of I 8205 Jacob's Ridge Lane Cumming GA 30028 December 6, 2012 James "Jay" Crewdson, P.E. Civil Engineer Municipality of Anchorage - Development Services Division On -Site Water and Wastewater Program 4700 Elmore Road P.O. Box 196650 Anchorage, AK 99519 Excavating work for the septic system at 19300 Silverwood Hill Drive was completed using an Hitachi EX100 owned by me and operated exclusively by me, Neil Nichols, owner of the home at said address. In accordance with ADEC's Approved Homeowner's Program, I was present and directly involved with this project at all phases. The only other people working on the design and construction of this septic system for my personal home are professional engineer Steve Eng and Municipal inspectors. I have since moved to the Georgia address above. Please direct all correspondence to that physical address or email to neiln_us@yahoo.com. Neil Nichols, On -Site Wastewater Disposal System Permit Permit Number: OSP111277 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: 05076221000 Work Type: Septic Initial Permit Effective Dates: October 10, 2011 to October 09, 2012 Design Engineer: NORTH RIM ENGINEERING Subdivision: SILVERWOOD HILL ESTATE Site Legal Address: SILVERWOOD HILL ESTATE LT 1C G:0354 Owner/Address: NICHOLS NEIL A & PENNY 19300 SILVERWOOD HILL DR EAGLE RIVER AK 995777962 Site Mailing Address: 19300 SILVERWOOD HILL DR, Eagle River Lot Size in Sq Ft: 955055 Total Bedrooms: 5 This permit is for the construction of: Y Disposal Field Y Septic Tank N Holding Tank N Privy N Private Well N Water Storage /' H: v 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. confirmation test hole to check bedrock depth is to be done prior to construction. Please submit stamped and signed results with the as built Inspection Report. If the results require a design change, construction of the system will stop pending On-site review and approval. The entire subsurface disposal field and/or alternate is not within a 30 foot radius of a percolation test. The Engineer needs to do an additional percolation test prior to the construction of the septic field. Please submit stamped and signed results with the As -built Inspection Report. If the results require a design change, construction of the system will stop pending On -Site review and approval. AMC 15.65.060.B.3 tI e well log, pump install log and water samples must be submitted prior to inspection report approval. 1 veel a� fnVcej ;ti�.yf *o _; P,7*2 , App-ea.v's `i'cs7 ikle r Co,eA, 't'Yowti....1A DY1�ZC„f ny(n�'z-.- vn��e T. 14. -J. mu.- Received By: —; '� ill nntprF.- Issued By: Date: t� , /� MUNICIPALITY OF 00* Community Development Department Development Services Division On -Site Water & Wastewater Program Mayor Dan Sullivan Parcel I.D. ON-SITE SEWER/WELL PERMIT APPLICATION FOR A SINGLE FAMILY DWELLING Property owner(s) Mailing address _ Phone: 907-343-7904 Fax: 907-343-7997 Dayphone 5 —SQ2 Site address -S-1„ Legal description (Sub'd., Block & Lot) �t,Q, u,�cQ M fi �5.r f Legal description (Township, Range & Section) Lot Size Sq. Ft. Number of Bedrooms z2 drc cc's THIS APPLICATION IS FOR: THIS APPLICATION IS AN: (® all that apply) Initial Absorption Field Septic Tank Upgrade ❑ Tank ❑ Renewal ElHolding Privy ❑ Private Well ❑ Water Storage ❑ 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. (Signature of property owner or authori;efi agent) Permit/Rush Fees: :5 3il Date of Payment: LO i 3 I 1 I Receipt Number: 0'�a(! - Permit No. Waiver Fees: Date of Payment: Receipt Number: Waiver No. GABuilding\On Site\FormsUient FormsTeonH App_010411.doc (Rev. 1/11) F�1��NEERING Date: 10/3/11 To: MOA On -Site Services MEMO Steve Eng, PE, PH P.O. Box 770724, Eagle River AK 99577 (907) 694-7028 tel northrimeng@aol.com Subject: Silverwood Hill Estates, Lot 1C Septic System Design Number of Pages: An existing house has completed 5 test holes in order to design a conventional septic system. A previous permit was issued, but expired in 2008. The test holes exhibit silty gravel soil to I F depth, and no groundwater. The design calls for a new trench & septic tank. Private water wells serve the area lots. 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 FE1,NEERING MEMO Steve Eng, PE, PH P.O. Box 770724, Eagle River AK 99577 (907) 694-7028 tel northrimeng@aol.com Date: 10/10/11 Number of Pages: To: Deb Wockenfuss, MOA On -Site Services Subject: Silverwood Hill Estates, Lot 1C Septic System Design COMMENT SHEET 10/6/11 Debby, This is in reply to your 10/6/11 comments: 1. A 10 -foot separation exists between the fields. Distance noted on drawing. 2. Well log, pump install log, & water sample results will be submitted with inspection report. 3. The Arcterra test hole was attempted to be located on the drawing based on MOA files. We performed 7 test holes on the site and found the refusal depth to vary. Refusal depth was not on solid bedrock, but rather fractured boulders/cobbles. Refusal depth can vary on this site and also could vary with equipment operators. The crest of the hill had the best soil depth. One of our test holes behind the crest was excavated to 14- foot depth. 4. Additional topographic information has been included. The site above the septic system is level. Below the system the ground slopes at 15%. 5. An additional perk test will be completed during construction and submitted with inspection report. 6. A foundation cleanout has been added. 7. A note was added to install cleanouts for the sewer service line to the tank. Thanks -Steve Z 1 �R'NllkINEERING Silverwood Hill Estates, Lot 1C SPECIFICATIONS & DESIGN GUIDELINES Wastewater System Sizing: This is an existing 5 -bedroom, single family home. This is a new subdivision and most of the neighboring lots are undeveloped. These lots are very 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 0.8 GPD/FTI with 0.5 reduction factor for utilizing a 5' wide trench. Trench Length = 937.5 FTI/5'x .5 reduction factor = 94'; 1 line @ 94'. Excavation became difficult at 11'- 14', 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, 1500 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 l' 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 'h inch to 2 `/I 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) DESIGN NOTES: 1. Total Depth of Trench is 5'. Septic Site Located Below House. 2. Sewer Service Line minimum 2% slope. 3. Fill Material Required To Obtain 3' Cover Over Trench. 4. Sewer Service Line From House To Tank To Have Cleanouts At At Least Every 50', or Double Cleanouts Between Tank & House. \-eje\ �erra\r �eJe\ der R10b / Welt 5 Bdrm Hone FCD— / Driveway T,H,1 T.H.3 T,H,2 MT, C S\oPe 15!' No Conflict Within 200' Proposed Trench .� er \1eJ e\ Alternate Site 1500 Gallon Septic Tank uble C.O.'s T,H,5 O OT 1 \o 5 Possible Arcterra 5\oPe TH Site 15f' +++++OF %% 44 ?�� NORTHRIM ENGINEERING SILVERWOOD HILL ESTATES S/D 1" = 40� SEPTIC SYS PO BOX 770724 '"; "e Eagle River. Alaska 98577 cs-wes DESIGN 907.694. 7028 LOT 1C tee. 10/10/11 11 of 2 ) CI- � ~ j = L \ a §0 [ .6 { g 2 -Y 0 \ -J % / \ 2 w / / 2 /\ E Sid : | ® a £ k, e = y G » ) ai E 2 f � / | 3r /a f E e % +1°\ G A f) / L ai « ° L5>.S G \ \ QF- 0 ] - > \ � a Li � e G ƒ / ® G ) \ a \ » G \ u C G E \ d LLJ 2 � 0 ° � CIO± # w u § / \ « 3 { & 0 ®u u ! . S ® / / s ) j \L\ -- 0Li _ ® )\ \� /( {\) } •S ©�► Z { / )} .&{f wo/ `§ 2� m2 ��ƒz)_CE qj �K es 2{�/±{2� 0), %#~ 0 2/350)d] c /� ` 2_z/aj {jo{ \/C50aiu ! ), \ /0\j 0[-L ± %) „ ®)e`~>& d 3eee°°° 2#`: \ GA /®2$42& R)©¥® / Rw2 w¥aa /�Q. � k S❑ILS LOG - PERCOLATI❑N TEST Un- =0191=0■Y6 11 V Date Performed: 9/23/11 Legal Description: Silverwood Hill Estates, Lot 1C 1 - 2 - 3 - 4 - 5 - 6 - 7 - 8 - 9 - 10 - 11 - 12 - 13 - 14 - 15 - 16 - 17 - 18 - 19 - 20 - 21 - DEPTH (FEET) Organic GM Silty Gravel T.H. Location: See Attached Design Groundwater? No Depth -- Water Depth After Monitorinq,None Datel 10/1/11 # Date Gross Time Net Time Depth Net Drop 1 9/23 0 -- 7" -- 2 9/23 10 10 min, 8" 1' 3 9/23 12 -- 7" -- 4 9/23 22 10 min. 81 1" 5 9/23 25 -- 7" -- 6 9/23 35 10 min, 8" 1" 7 9/23 37 -- 7" -- 8 9/23 47 10 min. 8" 1" 9 9/23 50 -- 7" -- 10 9/23 60 10 min. 8' 1" Percolation Rate 10 min./inch Perc Hole Diameter 6' Test Run Between 3' and 4' Comments _Presoaked. Measured to nearest 1116;' Performed By NorthRim Eng, I —a5: CERTIFY THAT THIS TEST WAS Performed in Accordance with All State/Municipal Guidelines in Effect ON THIS DATE, DATE: 10/1/11 NORTHRIMy�P', ENGINEERING •*�49m�(FN * TESTH❑LE LOG T. H, 1 PO Box 770724awn Eagle River, Alaska 99577 Dalen EET: 907.694.7028 W GEOTECHNICAL 10/1/11 1 of 5 ��� TH IRM FF� INEERING E S❑ILS LOG - PERC❑LATI❑N TEST Performed For: Neil Nichols Date Performed: 9/23/11 Legal Description: Silverwood Hill Estates, Lot 1C DEPTH (FEET) ❑rganic 1 - 2 Gm 3 - Silty Gravel 13 - 14 - 15 - 16 - 17 - 18 - 19 - 20 - TA Location: See Attached Design "`. Groundwater? No Depth -- Water Depth _.. After Monitorino.None ➢ntP, 10/1/11 # Date Gross Time Net Time Depth Net Drop 1 9/23 0 -- 7' -- 2 9/23 10 10 min. 8,5' 1.5' 3 9/23 12 -- 7" -- 4 9/23 22 10 min. 8.5" 1.5' 5 9/23 25 -- 7' -- 6 9/23 35 10 min, 8.5> 1.5" 7 9/23 37 -- 7" -- 8 9/23 47 10 min, 8,5' 1.5" 9 9/23 50 -- 7" -- 10 9/23 60 10 min. 8.5' 1,5' 21 Percolation Rate 7 min,/inch Perc Hole Diameter 6' Test Run Between 3' and 4' Comments: PrPsnakPd. MPnsurPd to nPnrP 1/16' Performed By NorthRim Frig, I <�' CERTIFY THAT THIS TEST WAS Performed in Accordance with All State/Municipal Guidelines in Effect ON THIS DATE, DATE: 10/1/11 �.!OZ� OF � 44 — NORTH RIM syP•'' ENGINEERING *..49m...*.. TESTH❑LE LOG T. H, 3 PO Box 770724 serve t Eagle River, Alaska 99577 90GEOTECHNICAL 7.694.7028 /6 � �r, �� Dote: EET. 10/1/11 13 of 5 S❑ILS LOG - PERC❑LATI❑N TEST FEIWZINEERING Performed For: Neil Nichols Date Performed: 9/23/11 Legal Description: Silverwood Hill Estates DEPTH (FEET) ❑rganic 1 - 2 3 - 4 5 - 6 - 7 - 8 - 9-4 10 - ?{ 11 - 12 - 13 - 14 - 15 - 16 - 17 - 18 - 19 - 20 - 21 - GM Silty Gravel Lot 1C TA Locations See Attached Design Groundwater? No Depth -- Water Depth After Monitorino.None Date; 10/1/11 # Date Gross Time Net Time Depth Net Drop 1 9/23 0 -- 7' -- 2 9/23 10 10 min. 8,5' 1,5' 3 9/23 12 -- 7• -- 4 9/23 22 10 min. 8,5• 1.5' 5 9/23 25 -- 7' -- 6 9/23 35 10 min, 8,5' 1.5' 7 9/23 37 -- 7' -- 8 9/23 47 10 min. 8,5' 1.5' 9 9/23 50 -- 7' -- 10 9/23 1 60 10 min. 8,5' 1.5' Percolation Rate 7 min./inch Perc Hole Diameter 6' Test Run Between 3' and 4' Comments: Presnaked. Measured to nearest 1/1CS' Performed By NorthRim Eng, I 1557 CERTIFY THAT THIS TEST WAS Performed in Accordance with All State/Municipal Guidelines in Effect ON THIS DATE, DATE1 10/1/11 j NOR THRIM y�P ••... ,. ENGINEERING * m ..: TESTH❑LE LOG T. H 4 PO Box 770724..'.'•` Eagle Raver, Alaska 88577` - G E❑ T E C H N I C A L 9D7694.94.707028 �6 • �'( a Dots: EEM: 10/1/11 4 of 5 '-�\A--� S❑ILS LOG - PERC❑LATI❑N TEST Performed Fors Neil Nichols Date Performed: 9/23/11 Legal Description: Silverwood Hill Estates, Lot 1C T,H, Locationi See Attached Design Groundwater? No Depth -- Water Depth After Monitorinq.None Date: 10/1/11 # DEPTH Gross Time Net Time (FEET) INet Drop 1 9/23 Organic -- 7' 1 - 2 2 - ': t•; G M 3 _ 1,5" Silty Gravel 9/23 12 -- 4 -- 4 5 - 22 10 min. 8,5• 1.5' 5 9/23 25 -- 8 - 6 9/23 35 10 min. 8,5' 1,5' 7 10 - 37 -- 7' -- 8 11 - 47 10 min. 12 - 1,5" 9 13 - 50 -- 14 - -- 10 15 - 60 10 min. 16 - 1,5' 17 - 18 - 19 - 20 - T,H, Locationi See Attached Design Groundwater? No Depth -- Water Depth After Monitorinq.None Date: 10/1/11 # Date Gross Time Net Time Depth INet Drop 1 9/23 0 -- 7' -- 2 9/23 10 10 min, 8,5' 1,5" 3 9/23 12 -- 7• -- 4 9/23 22 10 min. 8,5• 1.5' 5 9/23 25 -- 7- -- 6 9/23 35 10 min. 8,5' 1,5' 7 9/23 37 -- 7' -- 8 9/23 47 10 min. 8,5' 1,5" 9 9/23 50 -- 7' -- 10 9/23 60 10 min. 8,5' 1,5' 21 - Percolation Rate 7 min./inch Perc Hole Diameter 6' Test Run Between 3' and 4' Comments: PrPsnakPd. Measured to nParPst 1/16' Performed By NorthRim Eng, I CERTIFY THAT THIS TEST WAS Performed in Accordance with Al tate/Municipal Guidelines in Effect ON THIS DATE. DATE: 10/1/11 +'SOF A" 44 I NORTHRIM TESTHOLE LOG ENGINEERING ••• '••• ••••j • T. H. S PO Box 770724 I Eagle River. Alaska 99577 907.694.7028 GE❑TECHNICAL Wt• 10/1/11 5 of 5 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 WASTEWATER DISPOSAL SYSTEM PERMIT Renewal Permit Number: SW060063 Legal Description: SILVERWOOD HILL ESTATE LOT 1C Design Engineer: 0070 ARC TERRA ENGINEERING & SU Owner Name: NEIL & PENNY NICHOLS Date Issued: Apr 19, 2006 Expiration Date: Apr 19, 2007 Parcel ID: 050-762-21 Site Address: 19300 SILVERWOOD HILL DRIVE Lot Size: 0 SQ. FT. Owner Address: 19300 SILVERWOOD HILL DRIVE Total Bedrooms: 4 Permit Bedrooms: 4 EAGLE RIVER, AK 99577 - This permit is for the construction of: ❑✓ Disposal Field ❑✓ Septic Tank ❑ Holding Tank ❑ Privy ❑ Private Well ❑ 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 engineer must notify DSD at least 2 hours prior to each inspection. Provide notification by calling (907) 343-7904 ( 24 hours). ( Not required for a Water Supply Permit only). 4. From October 15 to April 15, a subsurface soil absorption system under construction during freezing weather must be either: A. Open and closed on the same day. B. Covered, sealed, and heated to prevent freezing. 5. The following special provisions. -THE UPPER SIX INCHES OF THE MOUND SYSTEM MUST CONSIST OF TOP SOIL AND THE MOUND MUST BE VEGETATED SUFFICIENTLY TO PREVENT EROSION. Received By: r Date: /0-7 Issued By: Date: Municipality of Anchorage Development Services Department 4 Building Safety Division On -Site Water and Wastewater Program 4700 Bragaw Street P.O. Box 196650 Anchorage, AK 99519-6650 www.muni.org/onsite (907)343-7904 ON-SITE SEPTIC/WELL PERMIT APPLICATION FOR A SINGLE FAMILY DWELLING Parcell.D. ,�� I Property owner(s)-y2t L 'y %9-0.P"1 n U %U ! h() 3 Day phone Mailing address Zip Code Site address ogbL� 7)'Q Zip Code Legal description (Sub'd, Block & Lot) 31 /ye'rWOOL) 410 L -L &5l�"T6i LPT /C Legal description (Township, Section & Range) Lot Size f Sq. Ft. THIS APPLICATION IS FOR (®all that apply): Absorption Field Septic Tank Holding Tank ❑ Privy ❑ Private Well ❑ Water Storage ❑ Number of Bedrooms THIS APPLICATION IS AN: Initial ❑ Upgrade ❑ / Renewal L7 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. of prop6rty owner or authorized agent) Permit/Rush Fees: / j� `� Waiver Fees: !-F Date of Payment: // q �% Date of Payment: Receipt Number: (� �� Receipt Number: (Rev. 11/05) MUNICIPALITY OF ANCHORAGE Development Services Department On -Site Water & Wastewater Program 4700 South Bragew Street P.O. Box 196650, Anchorage, AK 99519-6650 (907) 343-7904 ON-SITE WASTEWATER DISPOSAL SYSTEM PERMIT Renewal Date Issued: Apr 19, 2006 Expiration Date: Apr 19, 2007 Permit Number: SW060063 Parcel ID: 050-7627We r1 Legal Description: SILVERWOOD HILL ESTATE SUBDIVISON LOT 1 Design Engineer: 0070 KND ENGINEERING Site Address: NHN GOLDEN EAGLE DRIVE Owner Name: NEIL & PENNY NICHOLS Lot Size: 1909066 SQ. FT. Owner Address: NHN GOLDEN EAGLE DRIVE Total Bedrooms: 4 Permit Bedrooms: 4 EAGLE RIVER, AK 99577- �„LIVzkjwDoD RLic This permit is for the construction of: ❑✓ Disposal Field ❑✓ Septic Tank ❑ Holding Tank ❑ Privy ❑ Private Well ❑ 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 engineer must notify DSD at least 2 hours prior to each inspection. Provide notification by calling (907) 343-7904 (24 hours). ( Not required for a Water Supply Permit only). 4. From October 15 to April 15, a subsurface soil absorption system under construction during freezing weather must be either: A. Open and closed on the same day. B. Covered, sealed, and heated to prevent freezing. Received By: ��/ Date: 7 6� v Issued By: Date: 9 Municipality of Anchorage Development Services Department Building Safety Division On -Site Water and Wastewater Program 4700 Bragaw Street P.O. Box 196650 Anchorage, AK 99519-6650 www.muni.org/onsite (907)343-7904 ON-SITE SEPTIC/WELL PERMIT APPLICATION FOR A SINGLE FAMILY DWELLING Parcel I.D. 050_26 Q�—to Property owner(s) ,� z A ` e �-01J Day phone & �'6 —0 d Mailing address / / `T Z - I ,t,, '`�cGz,� Zip Code l �� Site address a 2 D,-2Zip Code '15'72 i - • l/s�cza�c Legal description (Sub'd, Block &Lot) Z -07 - Legal p7 - Legal description (Township, Section & Range) 7-141✓ jz1 A-) Lot Size ) ;�t3i�2�Co(o Sq. Ft. THIS APPLICATION IS FOR (®all that apply Absorption Field Upgrade Septic Tank [Y Holding Tank ❑ Privy ❑ Private Well ❑ Water Storage ❑ Number of Bedrooms ly 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 ofAroperty owner or auth6rized agent) Permit/Rush Fees: 115, ob Waiver Fees: Date of Payment: 4/1 &g ' Receipt Number: [ 0q� (Rev. 11105) Date of Payment: Receipt Number: 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 WASTEWATER DISPOSAL SYSTEM PERMIT Initial Date Issued: Apr 18, 2005 Expiration Date: Apr 18, 2006 Permit Number: SW050086 Parcel ID: 050-762-10 Legal Description: SILVERWOOD HILL ESTATE SUBDIVISON LOT 1 Design Engineer: 0070 KND Engineering Site Address: NHN GOLDEN EAGLE DRIVE Owner Name: NEIL & PENNY NICHOLS Lot Size: 1909066 SO. FT. Owner Address: NHN GOLDEN EAGLE DRIVE Total Bedrooms: 4 Permit Bedrooms: 4 EAGLE RIVER, AK 99577 - This permit is for the construction of: ❑✓ Disposal Field ❑✓ Septic Tank ❑ Holding Tank ❑ Privy ❑ Private Well ❑ 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 engineer must notify DSD at least 2 hours prior to each inspection. Provide notification by calling (907) 343-7904 ( 24 hours ). ( Not required for a Water Supply Permit only). 4. From October 15 to April 15, a subsurface soil absorption system under construction during freezing weather must be either: A. Open and closed on the same day. B. Covered, sealed, and heated to prevent freezing. 5. The following special provisions. -THE UPPER SIX INCHES OF THE MOUND SYSTEM MUST CONSIST OF TOP SOIL AND THE MOUND MUST BE VEGETATED SUFFICIENTLY TO PREVENT EROSION. Received By: Issued By: Date: Date: i of Municipality of Anchorage Development Services Department' Building Safety Division On -Site Water and Wastewater Program 4700 South Bragaw St. ' e° P.O. Box 196650 Anchorage, AK 99519-6650 www.ci.anchorage.ak.us (907) 343-7904 ON-SITE SEWER/WELL PERMIT APPLICATION FOR A SINGLE FAMILY DWELLING Parcel I.D. 050-762-10 Permit Number SW Property owner(s) Neil & Penny Nichols Day phone 696.0707 Mailing address Meft address Legal description (Lot, Block & Sub'd.) Silverwood Hill Estate Lot 1 Legal description (Section, Township & Range) Code q54_ - 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. property owner or authorized agent) Permit Fees: Date of Payment: Receipt Number: (Rev. 12100) Waiver Fees: Date of Payment: Receipt Number: Lot Size 1.909,066 AcreqFt:` Number of Bedrooms 4 THIS APPLICATION IS FOR: Sewer Only ® Well Only ❑ Sewer and Well ❑ Water Storage ❑ Sewer Upgrade ❑ THIS PROPERTY CONTAINS: Hot Tub ❑ Jacuzzi ❑ Swimming Pool ❑ Water Softening Unit ❑ Therapy Pool ❑ 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. property owner or authorized agent) Permit Fees: Date of Payment: Receipt Number: (Rev. 12100) Waiver Fees: Date of Payment: Receipt Number: ND ENGINEERING, INC. 20441 PTARMIGAN BLVD. EAGLE RIVER, AK 99577-8736 FAX (907)696-8111 April 12, 2005 Municipality of Anchorage Development Services Department On -Site Water & Wastewater Program P.O. Box 196650 Anchorage, AK 99519-6650 Subject: New Sewer Permit — Silverwood Hill Estate, Lot 1 Gentlemen: The owner has requested we proceed forward to obtain a septic permit on the subject lot. On June 15, 2001 one testhole was performed for the proposed system. The results of this test are attached. The general slope of the proposed septic area is from north to south at a grade of approximately 5-20%. We have designed our system utilizing the existing testhole that were excavated for the proposed 4 -bedroom house. The lot will be served by an individual well. We propose to install two 5' wide mound trenches. Water was not encountered during the excavation or during monitoring. There are no public or private wells within 200' of our proposed system location except as noted. There is no surface water within 100' of the proposed system and there are no known curtain drains within 50'. We do not expect there to be any adverse effect on adjacent lots by the development of this system. If you have any questions, please contact me at 696-6111 /FAX 696-8111 Respectfully submitted, XHD Engineering, Inc. I Kenneth M. Duffus, P. . Attachments: On -Site Well and Sewer Application Wastewater Absorption System Details/ Site Plan Soils Log/ Percolation Test Owners/ Excavator Specs n WELL & WASTEWATER DISPOSAL SYSTEM SITE PLAN SILVERWOOD HILL ESTATE, LOT 1 DRIVEWAY APRX \ LOCATION /EXIST. I PRIVATE WELL w - 1 PROPOSED HOUSE �e''�—� DRAINFIELD KD 1500 GAL. STEPix�.om PRESSURIZED IIJJ SEPTIC SYSTEM 100 SCALE 1:100' — NO PUBLIC WELLS WITHIN 200' OF PROPOSED SYSTEM. — NO PRIVATE WELLS WITHIN 100' OF PROPOSED SYSTEM, EXCEPT AT NOTED. OF AL4 \ I*:4 TH *0 KENNETH M. U S CE -711 kla 1\ IN d DESIGN DETAILS 4 BDRM X 150 GPD = 600 GPD 600 GPD/0.8 GPD PER SF (4.71 MIN/IN.) = 750 SF (750 SF/5' W) x 1 RF (0.5' GRAVEL) = 150 FT. TRENCH USE 2 TRENCHES 75' L x 5' W x 0.5' D Total depth of system = 0' from Original Ground Total depth of gravel below distribution pipe = 0.5' 1. EXCAVATE TOP 2' FROM ORIGINAL GRADE 2. INSTALL 2'+ OF MOA APPROVED SAND 3. INSTALL 0.5' SEWER ROCK PRESSURIZED DISTRIBUTION SYSTEM HOLE SPACING DESIGN 1. RESIDUAL HEAD = 5' 2. HOLE SIZE = 3/16" = 1.00 GAL. PER HOLE 0 30 PSI 3. 30 GALS (PUMP DELIVERY)/1.00 GALS/HOLE = 30 HOLES 4. 150 LF LATERAL/30 HOLES = 5' SPACING PER HOLE 5. ALL HOLES SHALL HAVE CAPS INSTALLED PER MANUFACTURES SPECS. NOTES: 1. INSTALL 1500 GALLON STEP & INSULATE IF < 4' COVER 2. INSULATE TRENCHES WITH 2" HD BURIAL FOAM. 3. CONTRACTOR WILL ENSURE MINIMUM 2% SLOPE INTO SEPTIC TANK. 4. ADDITIONAL FILL WILL BE ADDED OVER SYSTEM TO ACHIEVE MIN, 3' COVER IF REQUIRED, 5. CONTRACTOR WILL ENSURE ALL SEPARATIONS TO ADJACENT WELLS, SEPTICS, LOT LINES, FOUNDATIONS AND ALL OTHER SETBACKS. PREPARED FOR: NEIL NICHOLS 19336 TIMBERLINE DRIVE Scale: 1"= 100' EAGLE RIVER, AK 99577 TEL: (907) 696-0707 67M PAGE 1 OF 3 FIELD BOOKS COMPUTED: MII\V� D ENGINEERING, INC. BOUNDARY, DRAM* ZSZS �S V s1AxiNc SEWARD aiEcrceD: KMD 20441 PTARMIGAN BLVD. Assuar. W RD °AlE 4 12 05 EAGLE RIVER AK 99577-8736 . .. ....................._ _.. .. ...._ ........... Dwc. FlLE: GRID: ... ... ..... ........ NW354 355 ---- -------- ACAD FILE: 05003.DWG JOB N°, 05-003 (907)868-3791/FAX (907)868-3793 WASTEWATER DISPOSAL SYSTEM DETAILS SILVERWOOD HILL ESTATE, LOT 1 b * k * h } * 3 � k t t 1 k Y EXIST. I *k*t +k PRIVATE : kt , DRIVEWAY WELL W + * k APRX. t* } }k LOCATION aT , t � � k } * t PRIMARY DRAINFIELD hry PROP. HOUSE GARAGE FF = 1603' f } \ at } t + CO CLEAN OUTS KD 0 40 GRAPHICS SCALE SCALE: 1:40' .'ft-ft'ft\ i► �� OF A�� ?K.EN TH * /NETH M. DU U / .� CE -7116 Wa \� pROFESSI073�' 1500 GAL STEP k } TRENCHES * * tt (2) 75'Lx5'Wx0.5'D k k t } + p * * 4 PRESSURIZED SYSTEM J W/1-1/4" PVC 4" MONITORING TUBE, 4 PLCS ,c PREPARED FOR: NEIL NICHOLS 19336 TIMBERLINE DRIVE EAGLE RIVER, AK 99577 TEL: (907) 696-0707 FIELD BOOKS COMPUTED: BOUNDARY: DRAWN: RSM STAKING: SEWARD CHECKED: KMD ASBUILr. SEWARD DATE: 4/12/0: DWG. RLE: GRID: NW354 2 ACAD FILE: 05003.DWG jw N' 05-003 A A Scale: 1"= 40' PAGE 2 OF 3 TrTIAV IDENGINEERING, INC. 20441 PTARMIGAN BLVD. EAGLE RIVER, AK 99577-8736 (907)868-3791/FAX (907)868-3793 WASTEWATER DISPOSAL SYSTEM PLAN SILVERWOOD HILL ESTATE, LOT 4" MONITORING Q TUBE FROM KND TANK ; ; ; 75' C TRENCH PLAN VIEW LEACHFIELD DETAILS SCALE: NTS 4" MONITORING TUBE W/CAP PLYWOOD BARRIER AROUND TRENCH BRACING AS NEEDED IDC ORIGIN G RP TO 2' DEEP REMOVE ALL ORGANICS & LOAM z m 4" MONI TUBE & SECTION I 1-1/4" DIA. DISTRIBUTION LINE FINAL GRADE INSULATION /4" PERF. PVC FER FABRIC -H N 5' WIDE TRENCH SECTION A -A SCALE: NTS N ORIGINAL GRADE X/ 5-1007 ---r NOTE: BOTTOM OF SEWER DRAINROCK MUST BE 4+ FEET ABOVE GROUNDWATER AND 6+ FEET ABOVE BEDROCK. PREPARED FOR: NEIL NICHOLS 19336 TIMBERLINE DRIVE EAGLE RIVER, AK 99577 TEL: (907) 696-0707 FIELD BOOKS BOUNDARY: 7TA.70 SEWARD ASBUILT. SEWARD DWG, ALE: ACAD FILE: COMPUTED: DRAWN: RSM CHEO M KMD DAM: 4/12/0: GRID: NW354- JOB No.: 055-003 PAGE 3 OF 3 71 J_J ENGINEERING, INC. 20441 PTARMIGAN BLVD. EAGLE RIVER, AK 99577-8736 (907)868-3791/FAX (907)868-3793 KlJ.V D ENGINEERING 20441 PTARMIGAN BLVD. SOILS PERCOLATION TEST �`�,* Performed for: Neil Nichols Date Performed: b/15/01 - Project Silverwood Hills Lot 1 TEST HOLE # 2001-07 Depth (Peet) SEE ATTACHED SITE PLAN 1-Org/ML-black/red overburden L FOR HOLE LOCATION w/oreanics, moist 9- 12- 13- 14- 15- 16- 17- 18 - GM/GP- med dense, gray sandy silty gravel w/ cobbles to V B.O.H.-Bedrock HOLEPRESOA'KED 19- PRIOR TO TEST 20 - Was Ground water encountered? NO What depth? NA Depth to water after monitoring? NO Date? 6/22/o1 Reading Date Gross Time Net Time Depth to Net Water Dro 1 6/15/01 1:00 6„ 2 1:10 10 min 310/16" 26/16" 3 * 1:11 6" 4 1:21 10 min 314 16" 22/16- 5 1:22 6„ 6 1:32 10 min 314/16" 2 2/16" 7 * 1:3.3 6" 8 1:43 10 min 315/16" 21/16 9 * 1:44 6" _ 10 1:54 10 min 315/16" 21/16 11 * 155 - 6" _ 12 2:05 10 min 314/16" 22/16" * Water Added Percolation Rate 4.71 (mut/in) Perc Hole Diameter 6„ Test Run Between 2 feet and 3 feet I, Kenneth M. Duffus, certify that this test was performed in accordance with all State and Municipal guidelines in effect on this date. Municipality of Anchorage On -Site Water and Wastewater Program (907) 343-7904 CERTIFICATE OF ON-SITE SYSTEMS APPROVAL Parcel I.D. 05 0-762-21 Expiration Date: ' f S/'/ 1. GENERAL INFORMATION Complete legal description Silverwood Hill Estate #1 Lot 1C Location (site address) 19300 Silverwood Hill Drive, Eagle River AK Current Property owner(s) Johnson Day phone 244-7075 Mailing address same Real Estate Agent Bill Empie, RE/MAX Dynamic Day phone 244-7075 2. TYPE OF DWELLING: ® Single Family (w/wo ADU) ❑ Duplex ❑ Multiple Dwellings (Single Family and/or Duplex) 3. NUMBER OF BEDROOMS: 5 4. TYPE OF WATER SUPPLY: Individual Well Individual Water Storage ❑ Community Class C Well ❑ Public Water System ❑ TYPE OF WASTEWATER DISPOSAL: Individual M Holding Tank ❑ Community ❑ Public Sewer ❑ Received by: Date: COSA to be released to the engineer, unless otherwise requested by the engineer.. COSA Fee $ Date: Date of Payment jV/a X115- Date of Payment Receipt Number 089li0tN Receipt Number COSA # r�rJC �CJ i i Waiver # 5. STATEMENT OF INSPECTION BY ENGINEER As certified by my seal affixed hereto and as of the validation date shown below, I verify that my investigation, based on procedures outlined in the Certificate of On -Site Systems Approval Guidelines for this application, shows that the on-site water supply and/or wastewater disposal system is (are) safe, functional and adequate for the number of bedrooms and type of structure indicated herein. I further verify that based on the information obtained from the Municipality of Anchorage files and from my investigation and inspection, the on-site water supply and/or wastewater disposal system is(are) in compliance with all applicable Municipal and State codes, ordinances, and regulations in effect at the time of installation. Name of Firm NorthRim Engineering Phone 694-7028 Address PO Box 770724 Eagle River Engineer's Printed Name Steve Eng Date 10/26/2015 4 ��c r Yw 6. DSD SIGNATURE ¢ System #1 Approved for �_ bedrooms. System #2 Approved for bedrooms. w Disapproved.�'� `l6%z6�L5 Conditional approval for bedrooms, with the following stlpuiattons. Original Certificate Date: S` The Municipality of Anchorage Devlopment Services Division (DSD) Issues Certificates of Onsite Systems Approval (COSA). based only upon the representations given in paragraph 5 by an independent professional civil engineer registered in the State of Alaska. The Municipality of Anchorage is not responsible for errors or omissions in the professional engineer's work. 7. ATTACHMENTS: COSA Checklist X Septic System Advisory Well Flow Advisory COSA bluesheM 94-02.doe Nitrate Advisory _ Arsenic Advisory. Other If more than 1 septic system is on the lot: COSA Checklist # of Structure served by'this system Certificate of On -Site Systems Approval Checklist Legal Description: S�///Ara�oe� �!/� E`c%�4/e G tG Parcel ID: Q S 0 762 P! A. WELL DATA Well type P If A, B, or C provide PWSID # Date completed <! 4 O Sanitary seal (Y/N) Total depthyD 6 ft. Cased to —5�0—ft. FROM WELL LOG Date of test, Static water level Well production ft. Well Log (Y/N) Wires properly protected (YIN) Casing height (above ground) in. AT INSPECTION lows � S g.p.m; Z. S g.p.m. WATER SAMPLE, RESULTS: Coliform colonies/100 ml- Nifrate Z?5mg/L Arsenic /V ug/L Date of sarriple: 0 4' l B. SEPTICIHOLIJING TANK DATA Tank Type/MaterialSLs�� e mgieu Collected !(!�� Date installed Tank size 2560 gal. Number of Compartments z- Cleanouts (Y/N) Foundation cleanout (Y/N) . Depression over tank (Y/N) -,AZ High water alarm (Y/N) AJ Date of pumping L11t, Pumper C. ABSORPTION FIELD DATA Date installed 1— 'Of Soil rating (g.p.d./ft2 or fe/bdrm) 0 . 6 System type Sj�Ft�CCf Length /a S ft. Width 57 ft. Gravel below pipe T ft. Total depth 7 S ft. Eff. aksorption area Z-SQftz Monitoring tube - Depression 5 Depression over field �[ Date of adequacy test O L ( 1 Results (Pass/Fail) !P ( For S bedrooms Fluid depth in absorption field before test ZO in. Water added 750 gal. N_ eW depths in. Elapsed Time: _0 min. Final fluid depth ZU in. Absorption rate >_ ✓� O g.p.d. Any rejuvenation treatment (past 12 mo.) (Y/N & type) NQ If yes, give date D. LIFTSTATION NA Date installed Size in gallons "Pump on" level at in. "Pump off' level at Datum Cycles tested E. SEPARATION DISTANCES WELL ON LOT TO: Septic tank/lift station on lot Absorption field on lot X00 ` f Public sewer main / 66 `'r` Sewer /septic service line Manhole/Access (Y/N) in. High water alarm level at in. _ Meets alarm & circuit requirements? On adjacent lots /00 --'y- On adjacent lots /O G I -/- Public sewer manhole/cleanout Holding tank lQ 0, Animal containment areas 5(j �fi Manure/animal excrete storage areas /00 4 SEPTIC/HOLDING TANK ON LOT TO Building foundation 40 i4 Property line - Absorption field G Water main l6 `f Water service line � C `f Surface water Wells on adjacent lots �b Q *` ABSORPTION FIELD ON LOT TO: Property line iQ `f Building foundation 6 `t Water main / T `f r Water Service line d `' Surface water Driveway, parking/vehicle storage d Curtain drain 5'0 'f" Wells on adjacent lots / OG `a-" F. COMMENTS G ENGINEER'S CERTIFICATION d �` , $ I certify that t have determined through field inspections and h review of Municipal records that the above systems are in rr �A :- conformance with MOA COSH guidelines in effect on this date. •. �;� - Engineer's Printed Name DatePE COSA yellow sheet_2-645.doc *AE Municipality of AnchorageOn-Site Water and Wastewater Program (907)343-7904 CERTIFICATE OF ON-SITE SYSTEMS APPROVAL Parcel I.D. 650-762— Z ( Expiration Date: 1. GENERAL INFORMATION / Complete legal description 5/l ✓4rwoe b W EsTa�e �of Location (site address) Current Property owners) Mailing address `Real Estate Agent Day phone D 7-2yY-. flet. 5n, Day phone 2.: TYPE OF DWELLING: Single Family (w/Wo ADU) ❑ Duplex ❑ Multiple Dwellings (Single Family and/or Duplex) 3. NUMBER OF BEDROOMS: ✓ 4.. TYPE OF WATER SUPPLY: TYPE OF WASTEWATER DISPOSAL: Individual Well Individual Individual Water Storage ❑ Holding Tank ❑ Community Class Well ❑ Community ❑ Public Water System ❑ Public Sewer ❑ Received by:i� ' Date: COSA to be released to the engineer, unless otherM quested by the engineer. COSA Fee $ �i6gl3m4t4& Waiver Fee $ Date of Payment I_) ell 162 r- bri- Date of Payment Receipt Number CO5a15 Receipt Number COSA# DSC `a\ 5L1 I Waiver # 5. STATEMENT OF INSPECTION BY ENGINEER As.cert rfled by my seal affixed hereto and as of the validation date shown below, I verify that my investigation, :based on procedures oufined`in the. Certificate of On -Site Systems Approval Guidelines for. this application, Shows that the on-sitewater supply and/or wastewater disposal system is (are) safe, functional and adequate for the;number of bedrooms and type of structure indicated herein. I further verify that based on the information . obtained from the Municipality of Anchorage files and from my investigation and inspection, the on-site water supply and/or wastewater disposal system is(are) in compliance with all applicable Municipal and State codes, ordinances, and regulations in effect at the time of installation. g Name of Firm Jin• Frg Phone 741— Address —Address . D. 8o c 707 Engineer's Printed Name r—t Date ®o r'Z �N% ° F At %it z. 6 DSD -SIGNATURE System #1 Approved for bedrooms. t Gip vv. L System #2 Approved for bedrooms. �, 6E5e Disapproved. 1 Conditional approval for bedrooms, with the following stipu�irfif3: By: Original Certificate Date: /off unicipality of Anchorage Development Services Division (DSD) issues Certificates of Onsite Systems Approval (COSA) based only upon the representations given In paragraph 5 by an independent professional civil engineer registered In the State of Alaska. The Municipality of Anchorage is not responsible for errors or omissions in the professional engineer's work. - - 7. ATTACHMENTS: COSA Checklist X Nitrate Advisory Septic System Advisory Arsenic Advisory Well Flow Advisory Other COSA blue sheet 9-1-12.d. If more than 1 septic system is on the lot: COSA Checklist # Of _ Structure served by this system Certificate of On -Site Systems Approval Checklist Legal Description: S11V&wgac%et- Zo-11- lC Parcel ID:450 A. WELL DATA Well type P If A, B, or C provide PWSID # _ Date completed" T j/O% Sanitary seal (YM) Total depth 4LO- /ft. Cased to �. L ft. FROM WELL LOG Date of test Static water level Well production WATER SAMPLE RESULTS: ft. 9— p.m- Coliform d colonies/100 mL Nitrate 2. ?Z mg/I_ Arsenic:. ug/L date of sample:.46/17 1 a B. SEPTICMOLDING TANK DATA TankType/Material / �7e2 Tank size S60 gal. Number of Compartments 2 Foundation cleanout (,Y//N) Depression over tank (YM) Date of pumping /V� I.�JT- Pumper Well Log (YIN Wires properly protected (Y/N) Casing height (above ground) 30 in. AT INSPECTION z- 2 9— p.m- Other bacteria colonies/100 mL Collected by. AJ Date installed Ozzz A/ Cieanouts (Y/N) High water alarm (YM) Al C. ABSORPTION FIELD DATA ! Date installed 10122 // .Soil rating (g.p.dJfe orfe/bdrm) D S System type %en Length i 5 ft. Width S ft. Gravel below piped Total depth 7 Sft. Eff. absorption area/Z3B ft2 Monitoring tube — tV_ Depression over field �✓ Date of adequacy test / VAj�j Results (Pass/Fail) — For S 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.) (Y/N & type)" If yes, give date D. LIFT STATION Date installed Size in gallons Z Manhole/Access (YIN °Pump on" level at in. 'Pump ofr lev at _ in. High water alar evel at in. Datum Cycles t ted Meets al a circuit requirements? E. SEPARATION DISTANCES WELL ON LOT TO: Septic tankllift station on lot /D G i Absorption field on lot Public sewer main Nd 'tAniSewer /septic service line Z 5't - Animal mal containment areas /Oo "1 On adjacent lots 26Q '? On adjacent lots 200,11 Public sewer manhole/cleanout NIq Holding tank AIA Manure/animal excrete storage areas _/ o o �' SEPTIC/HOLDING TANK ON LOT TO: Building foundation �� Properly line l G Absorption field G f Water main IV14 Water service line Surface water Wells on adjacent lots ABSORPTION FIELD ON LOT TO: Properly line X66 14 Building foundation /6 �' Water main /Voq i Water Service line Z s ,f Surface water _//10 '�f Driveway, parking/vehicle storage 2S f Curtain drain Wells on adjacent lots 2� 4 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 COSA guidelines in effect on this date. Engineer's Prin d Name Date COSA brown sheet_9-1-12.doc iJ'� aaaeaeaa EY 4f Ew , •a s. ..vzn W. Egg t V 6/z61!/2 ASBUILT SEWARD & ASSOCIATES LAND SURVEYING 69 1 HEREBY CERTIFY THAT 1 HAVE SURVEYED THE FOLLOWING DESCRIBED PROPERTY S/<vlr/a�i✓ �%GG. s��3�0,/ mor/C AND THAT NO ENCROACHMENTS EXIST EXCEPT AS INDICATED. IT IS THE RESPONSIBILITY OF THE OWNER TO DETERMINE THE EXISTENCE OF ANY EASEMENTS, COVENANTS, OR RESTRICTIONS WHICH DO NOT APPEAR ON THE RECORDED SUBDI- VISION PLAT. UNDER NO CIRCUMSTANCES SHOULD ANY DATA HEREON BE USED FOR CONSTRUCTIONeta OF FENCE LINES, OR FOR ESTABLISHING BOUND- ARY LINES. SCALE: _ z� ' o+ p A�oO' q s t� " •••-•-• f DATE /�Z GRID: /yam �sy FB'DpeLS""� DRAWN; D