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Home My WebLink AboutCOLONIAL PARK BLK 2 LT 6Colonial Park Block 2 Lot 6 #050-302-06 �'� gftf x�yk 6 Municipality of Anchorage° Development Services Department c Building Safety Division On -Site Water and Wastewater Program, 4700 Elmore Road / P.O. Box 196650 Anchorage, AK 99507 Page of www.ci.anchorage.ak.us (907) 343-7904 ON-SITE WASTEWATER DISPOSAL SYSTEM AND/OR WELL INSPECTION REPORT Permit Number: O PID Number: OSQ— 3 02 — 0 4C Name. t Wastewater System: VNew ❑ Upgrade r Address !S241Zcm 3 ABSORPTION FIELD Phone: 135 7- 3�eep Number of Bedrooms: y/� Trench ❑Shallow Trench ❑Bed ❑Mound ❑Other LEGAL DESCRIPTION Soil Rating: /102 Total Depth from original grade: GPD/Ft' .3. Ft. Block: Lot: A� Sub visio Depth to pipe bottom from origi 1 gra f Gravel depth beneath pipe: V h 1411 Ft. 40 Ft. Township: Range: Section: Fill added above original grade: Ft. Gravel Length: 2-5 Ft. Well: New E] Upgrade Gravel width: S Number of lin s: Distance between lines: Ft. Ft. Classification (Private, A, B C): Total Depth: 3 Ft. Cased to, FL Total absorption area: —' ✓ V F1' Pipe Mater / C 31J Driller. Date Dril d:� Static Water Level: Installer: � Date Installed: l 5 V Ft ([`/ 0014 rG� (n Yield: Pump Set at: %%�� Q 3V Casing Height Above Ground: TANK GPM J Ft. Ft. SEPARATION DISTANCES PXSeptic ❑ Holding ❑ S.T.E.P. ❑ Other: To Septic Absorption Lift Holding ublic/Private Manufacturer: Capacity: From Taa�n/k( Field Station Tank Sewer Line 0 Z Sa' Gal. Well /6U — S Mat ria: � Number Compartments: Surface Water 14LI ;� 1001fl _ LIFT STATION Lot Line / Q ,.� / ize:M ufadurer: G3P Foundation ��-- 7 �j / V "Pump on" level at: in. "Pump off" level at: i HX water alarm at: in. Curtain Drain Pump Make odel Electrical Inspections perform by: Remarks: Lo -)L 4r BENCH MARK C'a �dCnn Location and Description: / s! e a _e Gr r 1 Q('/ L/ k O V Assumed Elevation: /G O' Ft. A104trilwt, Enginee�s,Stamp Inspections performed by: Dates: 1St nd 2 Development Services Department Approval a� 0C�.�. Conditional Approval Date:"�"" °" • ei Steven W. 11:n9 0•' �,. PE 23 ;,y .. >, Reviewed and approved by: 0 //I �. Date:/Q—` "! l F � � �� Third Street o 1 WELL o,0 ad �, %OT> LOT 7 \ \'-\� Septic 4fle Ho lC ❑ CI S! Q °pP Category III Trench Sizing Required Area = 600 GPD/ GPD/FT2 Required Area = 100 FT2 Length = 100 FT�10' x = 5' Trench Size = 5' Lon x 3' Wide 10' Effective Depth RECORD DWG MEASUREMENTS ST C01 17 25 STC02 25 27 DCO 31 29 C❑1 33 10,5 C02/MT 41 34 NOR THRI M ENGINEERING PO Box 770724 Eagle River, Alaska 99577 907.694. 7028 C❑L❑NIAL PARK SUBDIVISI❑N BLOCK 2 LOT 6 WASTEWATER/WATER Fo. nate ory III f field 5,0 [❑T eP tic -1250 Gallon Septic Tank Trench IMT/CO2 8-8100,0 WELL 1" = 30' RECORD DRAWING Mte: ___----------- 10/7/11 _____---- EET: 10/7/11 12 of 3 O m F9 Fri D � z D FO FTI m, z I F- --o D 1> � n C F9 F-9 z LA Q Q Ul m G-) \� U o ro I-- I I Tl Hm m H I O m ro Q Lt 0 II Q n T- ty O O m Q 0 I I 0 0 D N :5 C!1 n o :5- 0 c-) 3 Q Q (p O r0 :3 --j 0 A ro X-rD m n D � z D FO F— m, 0 F- --o o 1> n C °NID -P, LA Q Q Ul m G-) \� m O ro m ro Q Lt 0 II Q n T- ty O O m Q 0 I I 0 0 D N :5 C!1 n o :5- 0 c-) 3 Q Q (p O r0 :3 --j 0 A ro X-rD m m Q _h O n m O -th. Tl m O -0 O c C+ Q O N Z -T1 ---A � Q Q r0 Q Q O C+ rr) Q < Q o D o O I I "D Cil n ro Q O tzM C+ rD rD r Ltn Q 90 ro n s m Q C+ 0 � n C °NID -P, Q Q Ul m G-) \� m O ro m :3 < n Q A C+ 0 ro :3 Q tj n ro r� C+ -9-9 ro < � Q ^ m m Q _h O n m O -th. Tl m O -0 O c C+ Q O N Z -T1 ---A � Q Q r0 Q Q O C+ rr) Q < Q o D o O I I "D Cil n ro Q O tzM C+ rD rD r Ltn Q 90 ro n s SUW-VM WATIM WE ---,LLS Domestic - Commercial - Geothermal Phone 907.080.2759 www.sullhranwaterwells.com Well Log Permit Number: OSP 111066 Date of Issue 511 812 01 1 Parcel Identification Number: 05030206000 Date Started: 5/20/2011 Date Completed: 5/20/2011 Is well located at approved permit location? DYes �No Property Description COLONIAL PARK Lot 6 Block 2 Section: Town: Range: Property Owner Name & Address: TROY DAVIS HOMES 165 E. PARKS HWY. 4204B WASILLA, AK 99654 Borehole Data: Soil Type, Thickness & Water Strata Casing Stickup Fill Sand & Gravel W/Cobbles Hardpan W/Cobbles Silt Sand Gravel W/Clay Hardpan W/Cobbles Boulders Hardpan W/Boulders Sand & Silt Hardpan W/Cobbles Sand & Gravel W/Cobbles Silt Sand Gravel W/Cobbles Brown Sand & Gravel W/Clay Sand Sand & Gravel Silly Sand & Gravel Sand & Gravel Dense Water Sample Results: Comments: Arsenic: ug/I Well Driller: Cole Sullivan Nitrates mg/1 Sullivan Water Wells Total Coliform Bacteria colonies/100mL P.O. Box 670272 Other bacteria: col/100mL Chugiak, AK 99567(907) 688-2759 Attention: The property owner shall provide this log to DSD (onsite) and DNR within 30 days of completion. 205 Depth Method of Drilling E air rotary cable tool From To Casing type: 0 2 Wali thickness 0.25 inches 2 6 Diameter 6 inches Total: 322 feet 6 52 Liner type: Diameter inches Depth: feet 52 81 -- Casing stick-up above ground: 2 feet 81 101 Static Water Level (from top of casing) 285 feet 101 120 Pumping Level: feet after 120 122 1 hours pumping gpm 122 139 Recovery Rate 3 gpm Method of Testing: Air 139 143 Well Intake Opening Type i43 184 u Open End [] Open Hole 184 209 [] Screened Start feet Stopped feet 209 257 Perforations Start feet Stopped feet 257 281 Grout Type: Bentonite dry granular Volume: 150 Pounds 281 310 DepthStart 0 feet Stopped 44 feet 310 322 Pump Intake Depth: feet 322 323 Pump size: HP brand name 323 326 Well disinfected upon Completion? X Yes No Method of disinfection CHLORINE 50 PPM Comments: Arsenic: ug/I Well Driller: Cole Sullivan Nitrates mg/1 Sullivan Water Wells Total Coliform Bacteria colonies/100mL P.O. Box 670272 Other bacteria: col/100mL Chugiak, AK 99567(907) 688-2759 Attention: The property owner shall provide this log to DSD (onsite) and DNR within 30 days of completion. 205 10/07/2011 00:06 9072430742 AWPS, INC. rieve-topenent S C)ePartme-tit Budding icn atar Prograrr, 4700 Mayor 190 34 ,;x904 Pump In. alla'tion Log' V ell DrMln ]IVY P erinit Numb er: SW Date of Issue: cei identification Number: -- I gal DescnP-On I Property Cr"er Nanu & kddreazzz ijj;m�p—�JuAajRUj=ti0j3 Date: 0 ao 4 0�74aq�/�j yt p Intake DOPM Below Top- of WeE Cx!dnw- p M=ufActurees Name-, RICA J-OC.Ke P Model. P Sze r hp �ess Adiptax BurW Depth: feet tiers AdAptar lyr-Inufactureris N=a- rtes Adapter Installer; Lit Dlsinfacted POU k, --Om, pleti-q.ia? i Y, IS ."oMwearA. lim-P Tastslle� 'i aorta: Air etc' Ltandon: The P=v iUStLHcrSh2z PM -vide a. pump evc, 10 W the DSD Witbin 30 di Vs of p= PAGE 01/01 On -Site Water & Wastewater System Permit MUNICIPALITY OF ANCHORAGE Development Services Department On -Site Water & Wastewater Program 4700 Elmore Road, PO Box 196650 Anchorage, AK 99519-6650 Telephone: (907) 343-7904 Permit Number: OSP111066 Tax Code Number: 05030206000 Work Type: WellSeptic Initial Permit Effective Dates: May 19, 2011 to May 18, 2012 Design Engineer: NORTH RIM ENGINEERING Subdivision: COLONIAL PARK Site Legal Address: COLONIAL PARK BLK 2 LT 6 G:0055 Owner/Address: REIN KURT K 7524 ZURICH ST ANCHORAGE AK 995072761 Site Mailing Address: 19811 SECOND ST, Eagle River This permit is for the construction of: � -,2 Lot Size in Sq Ft: 35640 Total Bedrooms: 4 Y Disposal Field Y Septic Tank N Holding Tank N Privy Y 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. d, and heated to prevent freezing. - . Special Provisfoh— " Minimum 7 day water monitoring must be provided. Construction may proceed at your own risk before the 7 day monitoring is complete. 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.4 but �Sa ��f e��DrvveO u�fil hew icte%Yc;SK1701t d ar��odt0� 5/-z � �✓./vQ I'v e ✓ crrsvecl A' n a eo eery =w Received By: Issued By: Date: S �/ Date: Municipality of Anchorage • Development Services Department Building Safety Division On -Site Water and Wastewater Program 4700 Elmore Road P.O. Box196650 Anchorage, Alaska 99507 www.muni.org/onsite (907) 343-7904 ON-SITE SEWER/WELL PERMIT APPLICATION FOR A SINGLE FAMILY DWELLING Parcel I.D. G SS6 - 30 2. — 0 G #1 Property owner(s) t D e�v✓r s Day phone 3 S 7— y 3��' Mailing addressl_S /� Rzf �—9t S .—I 2 oc/"? Zip Code � Site address ( r-(Ve LLe.e� Zip Code Legal description (Sub'd., Block & Lot) �e 1 c, ✓l (Gti r %��J`rC- /,��o�[c.. Z Lo �� Legal description (ao Township, Range & Section) Lot Size 35, Sq. Ft. THIS APPLICATION IS FOR (® all that apply): Absorption Field N Septic Tank ❑ Holding Tank 0 Privy ❑ Private Well N Water Storage ❑ Number of Bedrooms THIS APPLICATION IS AN: Initial N Upgrade ❑ Renewal ❑ 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 authgoKd agent) sh Fees: tai ) • Waiver Fees: Date of Payment: f t '7 111 Date of Payment: Receipt Number:Receipt Number: (Rev. 11/05) 0,530 A31$ 511$ o z 054 c- ENGINEERING MEMO Steve Eng, PE, PH P.O. Box 770724, Eagle River AK 99577 (907) 694-7028 tel northrimeng@aol.com Date: 5/18/11 Number of Pages: To: Jay Crewdson, PE MOA On -Site Subject: Eagle River Hts, Block 2, Lot 14 Septic System Design, Water Well Permit, Lot Line Waiver A RUSH water well permit was requested on May 16. We are replying to your comments. We slightly altered the water well location. We also are including a septic system design. The subject property has developed neighboring properties, with no other conflicts. Large lots are present to the east & west with no conflict. The lot slopes slightly to the south. All the water wells in the area indicate no bedrock and a water table near 100'. Please review the wastewater system design & well location for the proposed 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 ENGINEERING Colonial Park S/D, Block 2, Lot 6 SPECIFICATIONS & DESIGN GUIDELINES Wastewater System Sizing: This is a new 4 -bedroom, single family home. This is an existing subdivision and most of the neighboring lots are developed. No major conflicts to other lots will take place by this septic system construction. The proposed well site is also depicted. Soil tests revealed silty sandy gravel soil. An application rate of 1.2 GPD/FT2 is sized for the deep trench. Trench Length = 500 FTI/2 x 10' = 25', 1 line @ 25'. No bedrock or groundwater was encountered. 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 each 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 4' to groundwater, 6' to bedrock. • Drain rock to be 1/2 inch to 2 1/2 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. 0 Insulation board to be extruded direct burial polystyrene (Dow Styrofoam HI/equal) bEN)GINEERING Date: 5/19/11 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: Colonial Park S/D, Block 2, Lot 6 Water Well Location- RUSH Number of Pages: 1 Comments: A former monitor well was used on site for monitoring groundwater. The neighboring lots showed no groundwater in soils tests. Lot 7 showed no groundwater and Lot 5 showed no groundwater. The Lot 5 Test hole was at the same elevation as the Lot 6 site and showed no groundwater at 16 foot depth. Slopes are drawn in for the site plan. Cr/ 0, S i � Thanks -Steve LOT 7 Septic No /Conf lic Within 2W Ox tit R❑P❑SED WELL hird Street ad°1S ;/-0 T> 1 <-�-o X 4 Bdrm Home TH ea jerrw t- PROPOSED SEPTIC SYSTEM SITE 10' Effective Depth Level DESIGN NOTES: 1. Total Depth of Trench is 13.5'. 10' Effective Depth. 2. Sewer Service Line minimum 2% slope. 3. Mound Material Over Trench. IV ORTHR/M :�"A ` C❑L❑NIAL PARK ENG/NEER/NG * 49m *';' SUBDIVISION PO Box 770724 Eagle River, Alaska 99577 +1+ a -ares i BLOCK 2 LOT 6 907.694.7028 +'' PLAN Al ernate ❑T eptic 1250 Gallon Septic Tank Trench MT/CO2 1" = 30' WASTEWATER DRAWING 5/19/11 12 of 3 S U i Qi i H 06 y i d F U Q n, PCIL Qi O 3 N Ln O d U o) Ln O n n a Ln +' O L N L � N d > O U v� d O 0 d L O W i ";4- O C U i N i I- 4 - O +' i O a- 75 iI u i C5 LL- L� Q. Qi U� O � L w o 2: 07j� Q u �, m d > d Q. O L E U S O U U M O 06 z 0 aj a o u o N L a_ Ln d vi 4 N U_ Lf) i 0 0 5 i 0 O d0) -P O E +' d L - Pel L d Lrj N +' O U S Q- E N+' 4- 0 Ln Q U (4- c Q_ O 01 i Q. C�- 0 U J O u i.6 O No6 0)U dU Ln U F� S > U O i (� p L <+ I— F 4'I-� �H U� £ O O Qi� I Qi Z S-9 :6 L L O Z +' Q d 3 3 O- Q� aj Qi a d Q1 J V) LLJ M O Lr) u Q a W OJ Qc H 3 Q a 00 o J u , Ln s' LL] z 3 _j Li H W LL- q � Z Z LJJ z v, u z LSI H U n OL L LJ W .. .... '��wwwwww�� s` u7 s� �cr- W k KC o� Zw 0 w e Nbl, TP IM ENGINEERING x �< . S❑ILS LOG - PERC❑LATI❑N TEST Performed For: Trov Davis Date Perf ormed: 5/11/11 Legal Description: Colonial PArk DEPTH (FEET) 1 — Date Gross Time 2 Depth Net Drop 3 — 0 -- 5.5" -- 5 5/18 ,: 10 rein, 10.5" 5.0" 7 5/18 12 -- 5.5" -- 4 5/18 22 10 rein, 10.5" 5.0" 10 — 5/18 C} -- 5.5" -- 12 — 5/18 35 13 10.5" 5.0" 14 — 5/18 37 15 — 5.5" -- 16 — 5/18 < 17 — 10,5" 5.0" 18 — 5/18 50 19 — 5,5" -- 20 — 5/18 60 10 rein. Organic GP Sandy Gravel Block 2 Lot 6 T,H, Location: See Attached Design Groundwater? No Depth -- Water Depth After Monitorino,None Date; 5/18/11 # Date Gross Time Net Time Depth Net Drop 1 5/18 0 -- 5.5" -- 2 5/18 10 10 rein, 10.5" 5.0" 3 5/18 12 -- 5.5" -- 4 5/18 22 10 rein, 10.5" 5.0" 5 5/18 25 -- 5.5" -- 6 5/18 35 10 rein, 10.5" 5.0" 7 5/18 37 -- 5.5" -- 8 5/18 47 10 min, 10,5" 5.0" 9 5/18 50 -- 5,5" -- 10 5/18 60 10 rein. 10.5" 5.0" 21 - Percolation Rate 2 min,/inch Perc Hole Diameter 6" Test Run Between 3' and 4' Comments; Presoaked, Measurements made to nearest 111C-, inr-h Performed By NorthRim Eng, I <-�7 CERTIFY THAT THIS TEST WAS Performed in Accordance with All State/Municipal Guidelines in Effect ON THIS DATE, DATE: 5/18/11 NOR THRIM ENGINEERING PO Box 7707724 Eagle River, Alaska 99577 907.594. 7028 TESTH❑LE GE❑TECHNICAL �.. GR' TER ANCHORAGE AREA 13V °)UbM Department of Environmental Quality V 6VVV ��tl 3500 Tudor Road Anchorage, Alaska 99507 INSPECTION REPORT ON-SITE SEWAGE DISPOSAL SYSTEM NAME LIQ /tel »1�� MAILING ADDRESS PHONE LOCATION / �� y� �2�2�e l LEGAL DESCRIPTION [�f G%'l��-' SEPTIC TANK: DISTANCE NUMBER OF FROM WELL S� � MANUFACTURER f�1�� ` _ MATERIAL �I/'�/�:L' COMPARTMENTS / INSIDE LENGTH ---INSIDE WIDTH_ LIQUID DEPTH LIQUID CAPACITY l� 6) GALLONS. SEEPAGE PIT: NUMBER OF PITS _L—. DIAMETER __ OR WIDTH LENGTH_, DEPTH LINING MATERIAL (42/4 CRIB SIZE: DIAMETER DEPTH DISTANCE FROM: WELL i��—• TOTAL EFFECTIVE BUILDING FOUNDATION ,_-I--2{/ NEARLST LOT LINE -D > ABSORPTION AREA (WALL AREA) SQ. FT. ADDITIONAL ABSORPTION ELLTYWELL- TYPE KE e6-�l U _CONSTRCTION__ -_--— BUILDING NEAREST NEAREST FOUNDATION, LOT LINE _�=�—, SEWER LINE CESSPOOL APPROVED DISTANCES: INSTALLED BY: PIPE MATERIAL: LOT SLOPE: , OTHER SOURCES DISAPPROVED __—._— REMARKS REMARKS:1z1_i�1i�'h Form PW -026 DEPTH DISTANCE FROM: SEPTIC � / SEEPAGE _ TANK 6 , SYSTEM DIAGRAM OF SYSTEM 'S 19 VAIA A /: V[.: Z- ® c..%`, o R Ald s��6, IL Parcel I.D. Municipality of Anchorage c" — ce On -Site Water & Wastewater Program (907) 343-7904 5 a r Y CERTIFICATE OF ON-SITE SYSTEMS APPROVAL 050-302-06 1. GENERAL INFORMATION Expiration Date: ( 2`0 Complete legal description COLONIAL PARK S/D; BLOCK 2, LOT 6 Location (site address) 19812 THIRD STREET, EAGLE RIVER, AK 99577 Current Property owner(s) WILL HARKRIDER Day phone 907-538-5140 Mailing address 19812 THIRD STREET, EAGLE RIVER, AK 99577 Real Estate Agent WILL HARKRIDER Day phone 907-538-5140 2. TYPE OF DWELLING: Single Family (w/wo ADU) ❑ Duplex ❑ Multiple Dwellings (Single Family and/or Duplex) 3. NUMBER OF BEDROOMS: 4 4. TYPE OF WATER SUPPLY: TYPE OF WASTEWATER DISPOSAL: Individual Well 11 Individual On-site Is Individual Water Storage ❑ Individual Holding tank ❑ Community Class Well ❑ Community On-site ❑ Public Water System ❑ Public Sewer ❑ WaiverNariance request for. Received by: COSA to be released to the engineer, unless otherwise requested by the engineer. Date: COSA Fee $1650. O' J` 3 eX -Sgt Waiver Fee $ Date of Payment 1130 Date of Payment Receipt Number 07g 4q Receipt Number COSA # 0 S C a 0 1 03 3 Waiver # Distance: - 5. STATEMENT OF INSPECTION BY ENGINEER As certified by my seal affixed hereto and as of the validation date shown below, 1 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 GARNESS ENGINEERING GROUP, Ltd. Address 3701 E. TUDOR ROAD, SUITE 101 * ANCHORAGE, AK, 99507 Engineer's Printed Name Engineer's Comments: JEFFREY A. GARNESS, P.E. In conducting this evaluation, GEG provided an engineering evaluation of the well and/or septic system in accordance with the guidelines and regulations established by the Municipality of Anchorage and industry practices. The reported results describe the condition of the systems on the date/s of the evaluation. Separation distances were measured to readily identifiable features. Hidden defects or encroachments may exist that were not identified during the evaluation. The operational life of all wells and septic systems depend on a variety of variables including, but not limited to, soil conditions, groundwater levels (that may fluctuate during the year), quality of construction (materials and workmanship), and the water usage of the family utilizing the systems. These conditions can vary, and are outside the control of GEG. Satisfactory test results do not guarantee future performance of the systems; therefore, GEG makes no warranty (express or implied) regarding the future performance of the well or septic system. GEG makes no representation whether an altemative well or septic system can be installed on the property in the event either of the current systems fail. The content of this report is for the sole benefit of the person/party, who retained GEG. Reliance upon the information provided in this report by any other person or party, including but not limited to subsequent property purchasers, is not authorized. In short, GEG disavows any legal duty to anyone other than the person/party who paid for this report. 6. DSD SIGNATURE `� L ,, System #1 Approved for System #2 Approved for Disapproved. Conditional approval for bedrooms. bedrooms. bedrooms, with the following Phone 337-6179 Date .•'-�E OF e�♦ �•�� '♦� AV r g ■AW .......... as . i ey A. Garness 1# l r C3- 53 ..�_= AV LICENSE%FVA ESS1.:. e� #AECC884 ,SIL iell, tl tionst j / r s � `flddflri)1)110'NI \ L_\_� Original Certificate Date: l ^ f� I ^ 2_02_0 The Municipality or Anchorage Develop,emt Services Division (DSD) issues Certificates of On -Site Systems Approval (COSA) based only upon the represenatations 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. ATTCHMENTS: COSA Checklist Septic System Advisory Well Flow Advisory (Rev. 10/12/12) Nitrate Advisory Arsenic Advisory Other Legal Description: COLONIAL PARK S/D; BLOCK 2, LOT 6 Parcel ID: 050-302-06 If more than 1 septic system on lot: COSA Checklist # 1 of 1 Structure served by this system 1 A. WELL DATA ❑ Well log is filed with Onsite (or attached) Date drilled 5/20/11 Total depth 326 ft Cased to 322 ft ❑ Sanitary seal is functioning correctly ❑ Wires are properly protected Casing height (above ground) 18+ in. Date of flow test for COSA 9/3/19 Static water level at beginning of test 295 ft. Comments B. TANK DATA .dam Age of tank(s) 9 years Tank type/material STEEL Measured operating fluid level in septic tank 50.5" ❑ Standpipes/foundation cleanout per record drawing Date of pumping 10/)4/2019 D. ABSORPTION FIELD DATA DEEP TRENCH Which system tested (date installed) 5/24111 ❑ ALL standpipes present per record drawing Total measured depth from grade 14.4 ft (max) Measured depth to pipe invert from grade 4.4 ft (min) ❑ N/A — pressurized field ❑ Monitor tubes go to bottom of effective..If not, state depth into effective ❑ Code -required soil cover over field ❑ System presoaked (Required if vacant for greater than 30 days prior to date of test) Gallons introduced NIA gallons Comments/Deficiencies: 'SLUDGE IN BOTTOM OF MT. COSA Checklist yellow sheet Well production at time of test 3.1 + gpm Water storage tank volume N/A gallons Well disinfected for coliform test? ❑ Yes ❑ No ❑ Coliform bacteria is Negative Nitrate 0.524 mg/L ❑ Nitrate less than MRL (ND) Arsenic ug/L ❑ Arsenic less than MRL (ND) Collected by GEG, LTD. Date of Sample 1/22/20 C. LIFT STATION maintenance completed Age of lift sta I years Lift station material Comments: Adequacy test date 9/3/19 Results Q✓ Pass For 4 bedrooms Fluid depth prior to test *6 in Water added 735 gal New depth 19 in Elapsed time 135 min Final fluid depth 13 in Absorption rate °UUt gpd Any rejuvenation treatment (past 12 months) No If yes, enter date 0 IA E. SEPARATION DISTANCES From Private Well on Lot to: (Please enter distances if less than required or if community well) Septic Tank/Lift Station on Lot > 100' ❑✓ Yes Community Sewer Manhole/Cleanout > 100' ❑✓ Yes if No ft ❑✓ Yes if No Neighboring Tank > 100'✓❑ Yes if No ft Private Sewer/Septic Line > 25' ❑✓ Yes if No Absorption Field on Lot > 100' ❑✓ Yes if No ft Holding Tank > 100' ❑✓ Yes if No Neighboring Absorption Fields > 100' Yes if No Animal Containment > 50' ❑✓ Yes if No ❑✓ Yes if No ft ft ft ft ft Manure/Animal Excreta Storage > 100' Community Sewer Main > 75' ❑✓ Yes if No ft E] Yes if No ft From Septic/Holding Tank on Lot to: (Please enter distances if less than required) Building Foundations > 10' ❑ Yes if No 5 ft Surface Water > 100' ❑✓ Yes if No ft Property Line > 5' ❑✓ Yes if No ft Wells on Adjacent Lots: Absorption Field > 5' ❑✓ Yes if No ft Private Wells > 100' ❑✓ Yes if No ft Water Main > 10' ✓❑ Yes if No ft Community Wells > 200'✓❑ Yes if No ft Water Service Line > 10' ❑✓ Yes if No ft If septic tank is under driveway comment below From Absorption Field on Lot to: (Please enter distances if less than required) Building Foundation > 10' ❑ Yes if No **7'5 ft If absorption field is under driveway comment below Property Line > 10' ❑ Yes if No ft Wells on Adjacent Lots: Water Main > 10'✓❑ Yes if No ft Private Wells > 100' Q Yes if No Water Service Line > 10' ❑✓ Yes if No ft Community Wells > 200' ❑✓ Yes if No Surface Water > 100'✓❑ Yes if No ft F. ENGINEER'S COMMENTS *MET SEPARATION DISTANCE AT TIME OF INSTALLATION. **WAIVER GRANTED - SEE WAIVER #OSP151046 ***WAIVER GRANTED - SEE WAIVER #OSP111289 G. ENGINEER'S CERTIFICATION 1 certify that 1 have determined through field inspections and review of Municipal records that the above systems are in conformance with MOA COSA guidelines in effect on this date. COSA Checklist yellow sheet #AECC884 u1 ft l Municipality of Anchorage Y` On -Site Water and Wastewater Program �— (907)343-7904 s+ r Certificate of On -Site Systems Approval Parcel I.D. 050-302-06 Expiration Date: - L r j s- 1. GENERAL INFORMATION Complete legal description COLONIAL PARK; BLOCK 2, LOT 6 Location (site address) 19812 THIRD STREET "EAGLE RIVER, AK 99577 Current Property owner(s) DAVID & JESSICA ROBERTS Day phone 940-867-7659 Mailing address Real Estate Agent 19812 THIRD STREET *EAGLE RIVER, AK 99577 Day phone 2. TYPE OF DWELLING: ® Single Family (w/wo ADU) ❑ Duplex ❑ Multiple Dwellings (Single Family and/or Duplex) 3. NUMBER OF BEDROOMS: 4 4. TYPE OF WATER SUPPLY: TYPE OF WASTEWATER DISPOSAL: Individual Well R Individual Individual Water Storage ❑ Holding Tank ❑ Community Class Well ❑ Community ❑ Public Water System ❑ Public Sewer ❑ tit_-aw��tp FoLNv�-Nc„e � 5i WaiverNariance request for: IW Distance: - Received by: COSA to be released to the engineer, unless otherwise requested by the engineer. COSA Fee $ Date of Payment Receipt Number 05W1 COSA # DSG15 12q3 Date: Waiver Fee $ 6?15 Date of Paymentfi tt / / Receipt Number CSF 1�q 4 Waiver # DSV 15 101{ (p 6. 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 Garness Engineering Group, Ltd. Phone (907) 337-6179 Address 3701 E. Tudor Rd., Suite 101, Anchorage AK. 99507-3246 Engineer's Printed Name Jeffrey A. Garness Date In conducting this evaluation, GEG provided an engineering evaluation of the wall and/or septic system in accordance with the guidelines and regulations established by the Municipality of Anchorage and industry practices. The reported results describe the condition of the systems on the data/s of the evaluation. Separation distances were measured to readily identifiable features. Hidden defects or encroachments may exist that were not identified during the evaluation. The operational life of all wells and sentic systems depend on a variety of variables including, but not limited to, soil conditions, groundwaterlevels (that may fluctuate during the year), quality of construction (materials and workmanship), and the water usage of the family utilizing the systems. These conditions can vary, and are outside the control of GEG. Satisfactory test results do not guarantee future cedormance of the systems; therefore, GEG makes no warranty (exoress or implied) regarding the future performance of the well or seotic system. GEG makes no representation whether an alternative well or septic system car, be installed on the property in the event either of the current systems fail. The Content of this report is for the sole benefit of the person/party who retained GEG. Reliance upon the information provided in this recent by any other person or narty, including but not limited to subsequent property ourchasers, is not authorized. In short, GEG disavows any legal duty to anyone other than the mrson/carty who paid for this report tOF t(frfft C� S ON SITE �� System #1 Approved for bedrooms WATER AND System #2 Approved for bedrooms ' o WASTEWATER Disapproved PROGRAM Conditional approval for bedrooms, with the following stipulaNTtSERv`G�� 6. DSD SIGNATURE By: Original Certificate Date: & - I/ - 13 The MtWpatrcy 6Krage 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 Septic System Advisory Well Flow Advisory COSA blue sheet 9-1-12.doc 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: COLONIAL PARK; BLOCK 2, LOT 6 Parcel ID: 050-302-06 A. WELL DATA Well type PRIVATE If A, B, or C provide PWSID# N/A Date completed 5/20/11 Sanitary seal (Y/N) YES Total depth 326 ft. Cased to 322 ft. FROM WELL LOG Date of test 5120/11 Static water level 285 ft. Well production 3 g.p.m. WATER SAMPLE RESULTS: Coliform 0 colonies/100 ml. Arsenic: NO ug./L. B. SEPTIC/HOLDING TANK DATA Nitrate ND mg./L. Date of.sample: 5/14/15 Well Log (Y/N) YES Wires properly protected (YIN) YES Casing height (above ground) 18+ in. AT INSPECTION 5/15/15 293 ft. 3.0 g.p.m. Collected by: GEG, Ltd. Tank Type/Material SEPTIC/STEEL Date installed 5/24/11 Tank size 1250 gal. Number of Compartments 2 Cleanouts (Y/N) YES Foundation cleanout (Y/N) YES Depression over tank (Y/N) NO High water alarm (YIN) N/A Date of pumping 10/6/14 Pumper SANITARY PUMPERS C. ABSORPTION FIELD DATA Fe—ELO-W EXISTING GRAD Date installed 5/24/11 Soil rating 4Elft r ft2/bdrm) 1.2 Length 25 ft. Width 5 ft, System type TRENCH Gravel below pipe 10 ft, Total depth *14.70 ft. Eff. absorption area 500 ft2 Monitoring tube YES Depression over field NO Date of adequacy test 5/15/15 Results (Pass/Fail) PASS For 4 bedrooms Fluid depth in absorption field before test 8 in. Water added 1080 gal. New depth 19.5 in. Elapsed Time: 120 min. Final fluid depth 8 in. Absorption rate >= 600+ g,p.d. Any rejuvenation treatment (past 12 mo.) (Y/N & type) NONE If yes, give date - D. LIFT STATION Date installed Size in gallons "Pump on" level at in. "Pump oft level Datum E. SEPARATION DISTANCES level at in. tested Meats alar & circuit requirements? SEPARATION DISTANCES FROM WELL ON LOT TO: Septic tankAiR station on lot 100'+ On adjacent lots 100'+ Absorption field on lot 100'+ On adjacent lots 100'+ Public sewer main N/A Sewer /septic service line 25'+ Animal containment areas 50'+ Public sewer manhola/cleanout N/A Holding tank Manure/animal excrete storage areas 100'+ SEPARATION DISTANCES FROM SEPTIC/HOLDING TANK ON LOT TO: Building foundation 5'+ Property line 5'+ Absorption field 5'+ Water main N/A Water service line 10'+ Surface water 100'+ Wells on adjacent lots 100'+ SEPARATION DISTANCE FROM ABSORPTION FIELD ON LOT TO: Properly line *1' Building foundation 7� Water main N/A Water service line 10'+ Surface water 100`+ Driveway, parkingtvehide storage 10'+ Curtain drain NONE KNOWN Wells on adjacent lots 100'+ F. COMMENTS *APPROVED ON 2011 INSPECTION REPORT **SEE WAIVER REQUEST G. ENGINEER'S I certify that l have determ/nad through field inspections and review of Mun/aipal records that the above systems are in conformance with MOA COSA guidelines in effect on this date. Engineer's Printed Name JEFFREY A. GARNESS Date 5-/4& LI (Rev. 11105) GARNESS ENGINEERING GROUP, Ltd -== CIVIL & ENVIRONMENTAL ENGINEERS Wn= = m May 26, 2015 Municipality of Anchorage Development Service Department On -Site Water & Wastewater Program 4700 Elmore Rd. P.O. Box 196650, Anchorage, AK 99519-6650 (907)343-7904 Ref: Colonial Park; Block 2, Lot 6 — Waiver Request for Drainfreld to Foundation Encroachment. To whom it may concern: The permitted septic system was installed on the referenced property in 2011. During a recent site visit for a well and septic adequacy test, it was observed that the west end of the drainfield appears to be approximately 7.85' from the foundation of the house. The portion of the foundation that is encroached upon is a crawlspace (non living) area. The drainfield appears to be deep enough, based upon the elevation of the footing and distrubtion line, such that lateral movement of effluent into the home does not appear to be of concern, during normal liquid level (water level at, or below the lateral) operation of the drainfield. We are requesting that your department issue a waiver at this time for a horizontal distance of 7.5' from the drainfield to the foundation of the home. If you have any questions, please contact Jeff Garness or Rob Campbell at (907) 337-6179 3701 E. Tudor Road, Suite 101 *Anchorage, Alaska 99507-1259 Ph: (907) 337-6179 * Fax: (907) 338-3246 * Website: www.gamessenginecring.com Municipality of Anchorage Ment S 1° ° v Q � Department **** VARIANCE/WAIVER REVIEW **** Waiver#: osv761046 COSA#: osc161243 Permit#: PID#: 060-302-06 Legal Description: Colonial Park B-2 L-6 Engineer: GamesSEnctineerinn Group Applicant: David.& Jessica Roberts Your request for a waiver of the required 10 feet horizontal separation from the absorption field to the Foundation has been approved. The approved separation distance is 7.5 feet. This waiver approval applies to -the existing absorption field only. Any future upgrade to the on- site wastewater disposal system will require all separation distances be met or another approval from this department. Q The affected adjacent property owner(s) have been given a 7 day notice regarding this waiver. F Notarized letter(s) of non -objection have been received from the owner(s) of the affected adjacent property. Z Adjacent properties are not affected by this waiver. Waiver is Granted: X Waiver is not Granted: Date: Approved by:� ewer Municipality of Anchorage • Development Services Department Building Safety Division On -Site Water and Wastewater Program 1 4700 Bragaw Street 1 P.O. Box 196650 flu ° Anchorage, AK 99519-6650 www.muni.org/onsite (907) 343-7904 GE. B L TP s z z a �V sti. CERTIFICATE OF ON-SITE SYSTEMS APPROVAL FOR A SINGLE FAMILY DWELLING Parcel I.D. 050-302-06 COSA # 0 `D G 1 \ � ,;11 Expiration Date: 1 -7 12_ 1. GENERAL INFORMATION Complete legal description Colonial Park Block 2 Lot 6, 'I Location (site address) --x-983.-1-Seeanel-St., Eagle River, AK 99577 Current Property owner(s) Rein, Kurt Day phone 357-9394 Mailing address same Lending agency Mailing address Real Estate Agent Mailing Address Day phone Audrey Mason Day phone 622-3344 RE/MAX, Eagle River Unless otherwise requested, COSA 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 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 On -Site Systems Approval (COSA) based only upon the representations given in paragraph 4 by an independent professional civil engineer registered in the State of Alaska. Certificates of On -Site Systems 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 COSAs upon request to homeowners. Certificates of On -Site Systems 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. (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 5. 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 10/7/2011 Engineer's Comments: This investigation was completed in compliance with ADEC and MOA regulations. The assessment of the condition of the well and septic applies only to the conditions as of the day tested. The flow and absorption rates may change due to subsurface conditions that may not be observed from the surface, changes inland use, local soil characteristics, groundwater levels that may fluctuate during the year and the water usage of the family being served by the system. The operational life of all well and se tic systems are subject to these various and dynamic characteristics and are outside the control of the ,ace�� evaluator of the well and septic system. ,� OF A4. %%I • r iqQ V3.1� .'4'9YH �a Ode e • e+r•ri : , • w DSD SIG TORE Approved for bedrooms. ; Steven W. Eng:.4',11 VP% Disapproved. �� '•� !o E 46r Conditional approval for bedrooms, with the following sti u y-yi 11411] i,-� f A !• IP. Attachments: COSA Checklist X Septic System Advisory Well Flow Advisory Nitrate Advisory WASTEWATER •PROURAM �s -'i Arsenic Advisory Maintenance Agreements Supplemental Engineer's Report Other By: a I, �� Original Certificate Date: - (Rev. 11105) Municipality of Anchorage • ''� Development Services Department Building Safety Division On -Site Water & Wastewater Program S A E T Y 4700 Bragaw Street P.O. Box 196650 Anchorage, AK 99519-6650 www.muni.org/onsite (907) 343-7904 CERTIFICATE OF ON-SITE SYSTEMS APPROVAL CHECKLIST Legal Description: Colonial Park Block 2 Lot 6 Parcel ID: 050-302-06 A. WELL DATA - Public Water Well type P If A, B, or C provide PWSID # Well Log (Y/N) N Date completed 5/20111 Sanitary seal (Y/N) Y Wires properly protected (Y/N) Y Total depth 326 ft. Date of test.. Static water level Well production Cased to 326 ft. FROM WELL LOG 5/20/11 285 ft. 3 g.p.m. WATER SAMPLE RESULTS: Coliform Pass colonies/100mL Nitrate 0.783 mg/L Casing height (above ground) 36 in. AT INSPECTION new Arsenic: 1.25 u0 mg/I Date of sample: 9/14111 Collected by: Troy Davis B. SEPTIC/HOLDING TANK DATA ft. g.p.m. Tank Type/Material Septic/Steel Date installed 5/24/11 Tank size 1250 gal. Number of Compartments 2 Cleanouts (Y/N) Y Foundation cleanout (Y/N) Y Depression over tank (Y/N) N High water alarm (Y/N) N Date of pumping new Pumpern C. ABSORPTION FIELD DATA Date installed 5 Ml Soil rating (g.p.d./f:2 or ft2/bdrm)1_2 System type Trench Length 25 ft. Width 5 ft. Gravel below pipe 10 ft. Total depth 13.5 ft. Eff. absorption area 500 ft2 Monitoring tube Y Date of adequacy test NEW Depression over field N Results (Pass/Fail) Pass For 4 bedrooms Fluid depth in absorption field before test na in. Water added na gal. New depth na in. Elapsed Time: na min. Final fluid depth na in. Absorption rate >= na g.p.d. Any rejuvenation treatment (past 12 mo.) (Y/N & type) N If yes, give date D. LIFT STATION Date installed na Size in gallons na Manhole/Access (Y/N) na "Pump on" level at na in. "Pump off' level at na in. High water alarm level at na in. Datum na Cycles tested na Meets alarm & circuit requirements? na E. SEPARATION DISTANCES SEPARATION DISTANCES FROM WELL ON LOT TO: Septic tank/lift station on lot 100+ On adjacent lots 100+ Absorption field on lot 100+ On adjacent lots 100+ Public sewer main NA Public sewer manhole/cleanout NA Sewer /septic service line 25+ Holding tank na Animal containment areas 100'+ Manure/animal excrete storage areas 100'+ SEPARATION DISTANCES FROM SEPTIC/HOLDING TANK ON LOT TO: Building foundation 5'+ Property line 10'+ Absorption field 5'+ Water main NA Water service line 101+ Surface water 100'+ Wells`on adjacent lots 100'+ SEPARATION DISTANCE FROM ABSORPTION FIELD ON LOT TO: Property line 1'+ Building foundation 10'+ Water main NA Water Service line 25'+ Surface water 100'+ Driveway, parking/vehicle storage 10'+ Curtain drain n/a Wells on adjacent lots 100'+ F. COMMENTS 1' Property Line Waiver G. ENGINEER'S CERTIFICATION ®��Q'��.� ''•• �� .��,$'� �� I certify that 1 have determined through field inspections and yt ®0 : �k review of Municipal records that the above systems are in /r,..?s }. ..•.••••� •• • conformance with MOA COSA guidelines in effect on this date. TA -;Pt�`s: Steven W. Eng Engineer's Printed Name Steve Eng •.�` PE 56/ . Date 10/7/2011 �OFFS�"a' COSA Fee M00 W5 Waiver Fee $ Date of Payment O - Date of Payment d l Receipt Number o Receipt Number (Rev. 11/05) Q t A� +'1hiALYTICA GROUT' T' Troy Davis Homes Attn: Samantha Nispel 165 E Parks Hwy, Ste 204B Wasilla, AK 99654 907-357-9394 Fax: Client Sample ID: 6-2 Colonial Sampling Location: Client Project: Colonial Park Sample Matrix: Drinking Water COC #: PWS#: Residual Chlorine: Comments: Lab#: A1109150 -01A SP-Analytica, Inc. -Anchorage 4307 Arctic Blvd. Anchorage, AK 99503 Phone: 907-258-2155 Fax: 907-258-6634 Report Date: 9/27/2011 Receipt Date: 9/15/2011 Sample Date: 9/14/2011 Sample Time: 11:30:OOAM Collected By: Unknown F1aa Definitions: MRL = Method Reporting Limit MCL = Maximum Contaminant Limit B = Present also in Method Blank H = Exceeds Regulatory Limit M = Matrix Interference J = Estimated Value D = Lost to Dilution ** = RL higher than MCL; target not detected TNC = Too Numerous to Count - result rejected CF = Confluent Growth - result rejected TCNG = Turbid Culture No Growth - rejected Analysis Method Prep Prep Analysis Parameter Result Units Flags MRL MCL Method Date Date Analyst 9223B -PA (Aqueous) - Coliforms in DW Test was conducted by: Analytica - Anchorage E. Coli Pass PASS/FAIL 1.0 I 9/15/2011 9/15/2011 KM Total Coliform Pass PASS/FAIL 1.0 1 9/15/2011 9/15/2011 KM Lab#: A1109150 -01B Analysis Method Prep prep Analysis Parameter Result Units Flags MRL MCL Method Date Date Analyst 4500-NO3E (Aqueous) - Nitrate+Nitrite pres Test was conducted by: Analytica - Anchorage Nitrate -Nitrite as Nitrogen 0.783 mg/L 0.10 10 9/19/2011 9/19/2011 MC Lab#: Al 109150 -OIC Analysis Method Prep prep Analysis Parameter Result Units Flags s MRL MCL Method Date Date Analyst 200.8/200.8 (Aqueous) - Family Well Water I Test was conducted by: Analytica - Thornton Arsenic 1.25 ug/L 0.15 10 200.8 9/21/2011 9/21/2011 RM Page 3 of 3 LOT 6 BLOCK 2 HAS 35,640.34 SQ.FT. OF AREA 0 0 3RD STREET S89'56'00"E 132.00 c 0 scale Legal Description O 9-19-11 1" = 30' LanMark WELL Lot 6 Block 2 3 Grid As -built Surveying. 'We. NW 055 2110160 COLONIAL PARK 9330 Vanguard Drive. Suite 131 Anchorage Alaska 99507 Ln .i�. iD p Field Book SUBDIVISION a N D d Lan.Nark D d 20.3 0 N C0�'fRep 12.0 23.1— za ENTR1, r� D 4 M N N N D � 55.0 13.0 c'i 7.5 9.1 CLEAN OUT N EXISTING HOUSE 0 C7 .i O {� � 921 SEP71C J 0 15.3 12x14 16.2 v 0 0 _� DECK 1.5' CANT�Tl �i O O 20' UTILITY EASEMENT N V N O V � O o 0 N89'56'00"W 132..00 C O 2ND STREET M GRAPHIC SCALE: I Inch = 30 Feet 15 0 15 30 60 I FOR: TROY DAVIS HOMES Date scale Legal Description 9-19-11 1" = 30' LanMark Lot 6 Block 2 Grid As -built Surveying. 'We. NW 055 2110160 COLONIAL PARK 9330 Vanguard Drive. Suite 131 Anchorage Alaska 99507 Drawn b Y Field Book SUBDIVISION (967) '5132-13050 CEF I hereby certify that the property described hereon has been surveyed by me, or at my direction, and that the improvements situated thereon are within the property lines and do not overlap or encroach on the property lying adjacent thereto unless otherwise shown. That no improvements on the property lying adjacent thereto encroach on the premises in question and that there are no roadways, transmission lines or other easements on said property except as shown. It is the responsibility of the owner or builder, prior to construction, to verify proposed building grade relative to finish grade and utility connections and to determine the existence of any easements, covenants, or restrictions which do not appear on the recorded subdivision plat. Listed distances prevail over scaling. Reproduction may cause distortion. OF A4 lot *; 49 T� �.---_erx----- • CHARLES E. FORBES o' r sem'. LS -7326 �w A %10-5-11,•' ��°gyp •••...•••'a0 4W �N((kINEERING MEMO Steve Eng, PE, PH P.O. Box 770724, Eagle River AK 99577 (907) 694-7028 tel northrimeng@aol.com Date: 10/12/11 Number of Pages: 1 To: Jeff Poet, MOA On -Site Services Subject: Colonial Park S/D, Block 2, Lot 6 Lot Line Waiver Due to house relocation, the septic system required a separation of 1 -foot to the lot line. This requires a lot line waiver. The septic system placement at this proximity will not interfere with the neighboring lot development. The neighboring lot also has the septic system in this general area, which allows a greater area for water well placement. The secondary system was located as a Category III advanced system, due to the limited area. These lots are generally large and will not be adversely impacted. Thanks -Steve Municipality of Anchorage I/ZX/ 11 P.O. Box 196650 •4700 Elmore Road Anchorage, Alaska 99519-6650 • (907) 343-7904 •Fax (907) 343-7997 hftp://Www.muni.org/Onsite Development Services Department On -Site Water and Wastewater Program n,ell t �A S�t p ry epartment * * * * VARIANCE/WAIVER REVIEW * * * * WR#: osp111289 PID#: 050-302-06 HA#: osc111379 Permit#: osp111066 Legal Description: Colonial Park B-2 L-6 Engineer: North Rim Engineering Applicant: Rein Kurt Your request for a waiver of the required 10 feet horizontal separation from the absorption field to the property line has been approved. The approved separation distance is 1.0 feet. This waiver approval applies to the existing absorption field to property line separation only. Any future upgrade to the on-site wastewater disposal system will require all separation distances be met or another approval from this department. ............................................................................... Waiver is Granted: X Waiver is not Granted: Date: 10/12/2011 Approved by: Name of Revi wer ............................................................................... Rec#: 02541C Amount: $200.00 Date Paid: 10/7/11 **** VARIAN C E/WAIVER REVIEW ****