The URL can be used to link to this page

Home My WebLink AboutEAGLE PARK BLK 3 LT 5AEagle Park B10 k 3 Lot 5A #050-782-19 Municipality of Anchorage Development Services Department k Building Safety Division On -Site Water and Wastewater Program, 4700 Elmore Road P.O. Box 196650 Anchorage, AK 99507 Pagel of 3 www.ci.anchorage.ak.us (907) 343-7904 ON-SITE WASTEWATER DISPOSAL SYSTEM AND/OR WELL INSPECTION REPORT 0SP101106 050-782-19 Permit Number: PID Number: Name: Clarence Spurrier Wastewater System: ❑ New Upgrade Address: Raven rive ABSORPTION FIELD Phone: 694-9732 Number of Bedrooms: 4 Deep Trench ❑Shallow Trench ❑Bed ❑Mound ❑Other: LEGAL DESCRIPTION Soil Rating: 1.2 Total Depth from original grade: 11.5 GPD/Ftz Ft. Block: 3 Lot: 5 A Subli vi (ori l e Park LL 11, ll�� Depth to pipe bottom from origin g de: Gravel depth beneath pipe: Ft. Ft. Township: Range: Section: Fill added above original grade0 5+ Gravel Length: 33.5 Ft. Ft. Well: t �,(� s r►t ElNew ❑ Upgrade Gravel width: 3+ Number of lines: 1 Distance between lines: Ft. Ft. Classification (Private, A, , C): Total Depth: Cased to: Total absorption area: 536 Pi at �'t3034 Ft. Ft. Ft' Driller. Date Drilled: Static Water Level: Installer: Green Date Installed: 7/21/10 Ft. Yield: Pump Set at: Casing Height Above Ground: TANK GPM Ft. Ft. SEPARATION DISTANCES Septic ❑ Holding ❑ S.T.E.P. ❑ Other: To Septic Tank Absorption Lift Holding ublic/Private Manufacturer: Anchorage Tank Capacity: 12 5 0 From Field Station Tank Sewer Line Gal. Well n a Material: S t e e l J Numb of Compartments: Surface Water too t LIFT STATION n a ize: Manufacturer: Lot Line Gal. 10/+ 101+ n a NA "Pump on°,level at: "Pump off" level at: High water alarm at: Foundation n. in, in. NA NA NA NA Pump Make & Model Electrical Inspections performed by: Curtain Drain � , Remarks: BENCH MARK 2nd T H Location and Description: Front Step s Top Assumed Elevation: 10 oFt. NorthRim Engineering Inspections performed by: Dates: 1St 7/19/10 7/20/10 2nd P0 Development Services Department Approval s Conditional Approval Date: Reviewed and approved by: Date: (Re, 04/06) RECORD DWG MEASUREMENTS A B ST C01 108 54 STCO2 115 62 FCO 59 6 DCO 118 65 col 136 80 MT 133 78 CO2 127 82 10' T&E easemen A4 BDR 100,� WeU 0 steps 100, 0 steps ew 1250 Gallon ank TH2 / Sept'/t 5% S e DCO 2.00-- Alternate Trench MTcol TH1 co 0 � 1 .. 0 Vacant Lot 0 SP 41, Cf A�,"% NOR THRIM ENGINEERING PO Sox 770724 Stm Ell E09le River. Alaska 99577 P. 907.694. 7028 5% S e Decommissioned Tank/Seepage Pit ---------------- EAGLE PARK S/D 1' = 40' BLOCK 3, LOT 5A WASTEWATER - ------- RECORD DWG NEW SEPTIC SYSTEM Date TANK 9, TRENCH 7/21/10_,___12 of 3 Oco��Z F9 71 V F � 7 z ro l l O N Z1- Z F-9 , P � �,,� i / G) F9 71 V F � 7 l__l l l D Z F-9 ro < E / 5 H ITH � I Q rl o m� I 4 rD 0 V)0 Cd F71 D Q CD ® Gl r a 7� FTI II C+ -0 W � V) D m F— 7U F-1 7� U --- V) v) VI \ D � clq,D cn p < Q C,5' cn O �+ 'w O G) z O ro < -9 5 Q rl o rD 0 V)0 Q Q C ro II C+ -0 5- U) m < clq,D p < Q cn Q :5 �+ O o � :5 C+ II D ro :3 Ul CD Q n o S :3O o G� fTl � Q rD Q n < Q ro Q QQ r_F �V) row O Q <+ O X- ro c+ rD Q + m m o :5Q < < < Q Q g II cF O0 O 0 OD fl) � p � � II II I II Q D (D w Cil < Q :5 -,QLn -5-`_ � �7 + C+ Q ro Q Q O C+ :5 c� o O II Q C+ Q Ln o ro m td ro `+ ro � n ro ro < o 0 d C+ ro O -0 _ � n s s C O n 7 I `D 3 Q 1 Q � 1\ 0o - - O Q° I cn C+ lll� ro O -> :5 n o s rD 3 ro w ° � n � s Q i� `0 Q S❑ILS LOG - PERC❑LATI❑N TEST 0111r'F��INEERING Performed For: Bud Spurrier Date Performed: 7/20/10 Legal Description; Eagle Park B3 LSA DEPTH (FEET) T,H, Location; See Attached Design -5% Slope Groundwater? No Depth Water Depth After Monitorino, None Date: 7/28/10 # Date Gross Time Net Time Depth Net Drop 1 7/20 0 -- 3" -- 2 7/20 10 10 Mir, 7" 4" 3 7/20 12 -- 3" -- 4 7/20 22 10 Mir. 7" 4" 5 7/20 25 -- 3" -- 6 7/20 35 10 Mir. 7" 4" 7 7/20 37 -- 3" -- 8 7/20 47 10 mi 4" 9 7/20 1 50 -- 3" -- 10 7/20 1 60 10 Mi , 7" 4" 21 - Percolation Rate 2,5 min./inch Perc Hole Diameter 6" Test Run Between 4' and 5' Comments: Presoaked Performed By NorthRim Eng, I CERTIFY THAT THIS TEST WAS Performed in Accordance with All State/Municipal Guidelines in Effect ON THIS DATE, DATE: 7/20/10 + NOR THRIM -��P. `+ TESTH❑LE L❑G ENGINEERING ;*'4 * T, H, 2 Eagles River, Alaska 99577 ♦ cE �°jr 9071694..702 GE❑TECHNICAL �t7/20/102 of 2 ARCTIC PUMP & WELL INC. Jim Sullivan, CPI r' PO Box 770197 Eagle River, AK 99577 "x (907) 688-2510 (907)258-2510 QwC gci.net Pump Installation Log Well Drilling Permit Number: SW Parcel Identification Number: Date of Issue: t Arctic Pump & Well, Inc. Page 1 of 1 Legal Description: Eagle Park Property Owner Name & Address: Clarence Spurrier Lot:5A 20640 Raven Dr Block:3 Faale River AK QQ577 Pump Installation Date: 7/1/2010 Pump Intake Depth Below Top of Well Casing: Feet Pump Manufacturer's Name: Pump Model: Pump Size: hp Pitless Adapter Burial Depth: feet Pitless Adapter Manufacturer's Name: Pitless Adapter Installer: Arctic Pump & Well, Inc. Well Disinfected Upon Completion? Yes Method of Disinfection: Chlorine Comments: Well permanently decommissioned by procedure 15.55.060L.c. Pump Installer Name: Arctic Pump & Well, Inc. Arctic Pump & Well, Inc. Page 1 of 1 ARCTIC PUMP & WELL INC. `f- Jim Sullivan, CPI !! 00 PO Box 770197 stews Eagle River, AK 99577 (907)688-2510 (907)258-2510 anw gcixet Pump Installation Log Well Drilling Permit Number: SW Date of Issue: Parcel Identification Number: Qom -a - Legal Description:Eagle Park Property Owner Name & Address: Clarence Spurrier Loth 5 20640 Raven Dr Block:3 Raab. River AK 49577 Pump Installation Date: 6/30/2010 Pump Intake Depth Below Top of Well Casing: Feet Pump Manufacturer's Name: Pump Model: Pump Size: hp Pitless Adapter Burial Depth: feet Pitless Adapter Manufacturer's Name: Pitless Adapter Installer: Arctic Pump & Well, Inc. Well Disinfected Upon Completion? Yes Method of Disinfection: Chlorine Comments: Well permanently decommissioned by procedure15.55.060L.c. Pump Installer Name: Arctic Pump & Well, Inc. Arctic Pump & Well, Inc. Page I of I On -Site Wastewater Disposal System Permit Permit Number: OSP101106 Tax Code Number: 05078219000 Work Type: Septic Permit Effective Dates: July 09, 2010 Design Engineer: STEVE ENG Subdivision: EAGLE PARK 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 Upgrade to July 09, 2011 Site Legal Address: EAGLE PARK BLK 3 LT 5A G:0056 Owner/Address: SPURRIER CLARENCE J & DORIS Y 20705 RAVEN DR EAGLE RIVER AK 995778742 Site Mailing Address: 20705 RAVEN DR, Eagle River Lot Size in Sq Ft: 40435 Total Bedrooms: 4 This permit is for the construction of: Y Disposal Field Y Septic Tank N Holding Tank N Privy N Private Well N Water Storage All construction must be in accordance with: 1. The attached approved design. 2. All requirements specified in Anchorage Municipal code Chapters 15.55 and 15.65 and the State of Alaska Wastewater Disposal Regulations (18AAC72) and Drinking Water Regulations (18AAC80). 3. The wastewater code requires inspections during the installation. The engineer must notify the Development Services Department at least 2 hours prior to each inspection. Provide notification by calling (907) 343-7904 (24 hours). 4. From October 15 to April 15, a subsurface soil absorption system under construction during freezing weather must either: A. Open and Close on the same day. B. Covered, sealed, and heated to prevent freezing. Received B} Issued By: c{ f Lot Size in Sq Ft: 40435 Total Bedrooms: 4 This permit is for the construction of: Y Disposal Field Y Septic Tank N Holding Tank N Privy N Private Well N Water Storage All construction must be in accordance with: 1. The attached approved design. 2. All requirements specified in Anchorage Municipal code Chapters 15.55 and 15.65 and the State of Alaska Wastewater Disposal Regulations (18AAC72) and Drinking Water Regulations (18AAC80). 3. The wastewater code requires inspections during the installation. The engineer must notify the Development Services Department at least 2 hours prior to each inspection. Provide notification by calling (907) 343-7904 (24 hours). 4. From October 15 to April 15, a subsurface soil absorption system under construction during freezing weather must either: A. Open and Close on the same day. B. Covered, sealed, and heated to prevent freezing. Received B} Issued By: Municipality of Anchorage ; 1 Development Services Department Building Safety Division On -Site Water and Wastewater Program 4700 Elmore Road P.O. Box 196650 Anchorage, Alaska 99507 www.muni.org/onsite (907) 343-7904 ON-SITE SEWER/WELL PERMIT APPLICATION FOR A SINGLE FAMILY DWELLING v - Parcel I.D. —0,5c) — 7 ez- /9-- ao 0 Property owner(s) L /.� �2 Fit�C� ��PtJ/2/�/ L�� - Day phone j!�lY ✓ q 732— Mailing address Z� Mailing Z Q S /�4yeA' f Q/f �l/% Zip Code 117577 Site address ip Code Legal description (Sub'd., Block & Lot) ,r410L �5�S�9 Legal description (Township, Range & Section) Lot Size /Z��'��-f Sq. Ft. THIS APPLICATION IS FOR (® all that apply) Absorption Field 9 Septic Tank tz Holding Tank ❑ Privy ❑ Private Well ❑ Water Storage ❑ Number of Bedrooms 4-1 IttontRy-1 l»Cif_tiIIQ11,16�_1 A 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. (Sig natur r6p`erty owner or authori;ed4gent) Permit/Rush Fees:rJ a Waiver Fees: Date of Payment: - / � Date of Payment: Receipt Number: �7i `�� C' Receipt Number: (Rev. 11/05) i �� THf�IM E�1CzINEERING MEMO Steve Eng, PE, PH P.O. Box 770724, Eagle River AK 99577 (907) 694-7028 tel northrimeng@aol.com Date: 6/30/10 Number of Pages: To: MOA On -Site Services Subject: Eagle Park, Block 3, Lot 5A The subject property septic tank has failed. We are replacing the entire septic system with a new 1250 gallon septic tank, followed by a deep trench. Excellent soil was evident in the test hole with no water present. Private water wells serve the area lots and are shown in drawings. The owner wishes to obtain the permit as soon as possible, since the tank has failed. 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 ENGINEERING Eagle Park S/D, Block 3, Lot 5A SPECIFICATIONS & DESIGN GUIDELINES Wastewater System Sizing: This is an existing 4 -bedroom, single family home. The septic system has failed and is being replaced. A new design is submitted for a new trench & new septic tank. The neighboring lots are developed as indicated in the drawing. New soil tests were conducted. A 12' deep trench will be excavated with new septic tank. The old tank & seepage pit will be removed or properly abandoned in place. Private water wells are depicted in the drawing. No adverse impacts are expected from septic system replacement. No conflicts to the other lots will take place by this septic system construction. The easements are located on the drawing and are not encroached upon. The soil tests revealed a predominately silty sand soil. A conventional septic system will be used, application rate of 1.2 GPD/FT2. Trench Length = 500 FT 2/8'x 2 = 31.25'; 1 line @ 32', 8' effective depth, with 3' mounded cover. 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; F insulation may be substituted for one 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 '/2 inch to 2 '/z 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 or equal) • Old Septic Tank/Seepage Pit to be removed or pumped, filled with sand/gravel, crushed, & buried. DESIGN NOTES: 1. Total Depth of Trench is 12'. Septic Site is About 5% Slope. 2. Sewer Service Line minimum 2% slope. 3. Abandon/Decommission Old Septic Tank/Seepage Pit. 0 Well 5A100 :1' I5% Slope I \ p,VP. tte TH q SP o SQL - 41 NOR THRI M ENGINEERING PO Box 770724 Eagle River, Alaska 99577 907.694.702(E 10' T&E easement New 1250 Gal n Septic Tank New Trenc //f Double .❑.'s c.❑./ 1 Vacant Lot 5% \`7eS Decommission Tank/Seepage Pit OF AZI%, EAGLE PARK S/D 1" = 40' � *:49�i BLACK 3, LOT 5A :WASTEWATER s: AYOUT NEW SEPTIC SYSTEM ♦�/! �1 + Date: ------------. . EET: TANK & TRENCH 7/8/10 ri of 3 a CD ! W z � ED H i � U Q it LL y,1 if [,IO Z "w Ix Ldd U U a, Y O, -P d L � O d L S C:) U � L N Q (Y) O u-) Q u \ O 0 w Q ti m 'c W W U Q J N W pq I _ 00 1 L U � -Q H � H +' 4 J d S L LL- +' a- 0 x d Cl. > d O L U S w L O U M � W o06 > ri, z O, v O O y U u d >, + a, z N LO_ d U U' oi S � In £ -U L +' O_ w (Y) O u-) Q u \ O 0 w Q ti m 'c W W U Q J N W pq W` U 3 J � Q H � a, LL- , W TWN u �, m W x d Cl. > d O L U S w O U U M d n W o06 Q ri, z O, v O O y u d >, + C5 z N LO_ d U U' oi S � In £ -U L +' O_ O :5 -P O 5 £ g+' oi (/) PQ ai E C d +' O U C4- z O (� _ Qj N �S £ U L _ N L O Z O NC N L O ( L J O L u LD p� 4 L -Y U > +' U 0+1 L (� LLJE: H L p �F-� L 4- F- N ai u1 O Ul O (4 N N _ Ul Z S U +' d L L/ O 3 01 CJ -0 £ Z Q N� 3 +' vaj N d N J N LJ A 4 (U M 4 U6 ,6 i-� (Y) O u-) Q u \ O 0 w Q ti m 'c W W U Q J N W pq M W` co0 3 J H W H � H LL- , W TWN a W x 0Q) OLL� LLI W z L4j _ <: U (� z W U' U W ~ , W W W (� M v i°a co0 � Pia � TWN W x 0Q) OLL� L4j i TH I M NC�INEERING S❑ILS LOG - PERC❑LATI❑N TEST Perf ormed For: Bud Spurrier Date Performed: 6/23/10 Legal Description; Eagle Park B3 L5A DEPTH (FEET) TA Location; See Attached Design -5% Slope Groundwater? No Depth Water Depth After Monitoring, None Date: 6/30/10 # Date Gross Time Organic 1 - Net Drop 1 6/29 2 -- 9" SM 3 - 6/29 10 w/Gravel 4 - 3.5" 3 6/29 5 - -- 9" -- 6 6/29 22 10 Mir, 7 - 3.5" 5 6/29 8 - -- 9" -- 9 _ 6/29 35 10 Mir. 10 - 3.5" `> 6/29 11 - -- 9" -- 12 - 6/29 47 10 mi 13 - 3.5" 9 uniform 14 - -- 9" -- 15 - 6/29 60 10 mirl, 16 - 3,5" 17 18 - 19 - 20 - TA Location; See Attached Design -5% Slope Groundwater? No Depth Water Depth After Monitoring, None Date: 6/30/10 # Date Gross Time Net Time Depth Net Drop 1 6/29 0 -- 9" -- 2 6/29 10 10 Mir, 12.5" 3.5" 3 6/29 12 -- 9" -- 4 6/29 22 10 Mir, 12.5" 3.5" 5 6/29 25 -- 9" -- 6 6/29 35 10 Mir. 12.5" 3.5" 7 6/29 37 -- 9" -- 8 6/29 47 10 mi 3.5" 9 6/29 50 -- 9" -- 10 6/29 60 10 mirl, 12.5" 3,5" 21 - Percolation Rate 3 min,/inch Perc Hole Diameter 6" Test Run Between 4' and 5' Comments: Presoaked Performed By NorthRim Eng, I CERTIFY THAT THIS TEST WAS Performed in Accordance with All State/Municipal Guidelines in Effect ON THIS DATE, DATE 6/30/10 NOR THRI M ENGINEERING PJ Box 7707.24 Eagle River, Alaska 99577 907.694. 7028 TESTH❑LE LOG fT, H, 1 i GE❑TECHNICAL HEFT 1 GRE'' T'E ANCHORAGE AREA BV`%''4 Department of Environmental Quality 3330 C Street Anchorage, Alaska 99503 INSPECTION REPORT ON-SITE SEWAGE DISPOSAL SYSTEM NAME Atftt if=`,nrti C MAILING ADDRESS /G+ / PHONE LOCATION-4� x�i LEGAL DESCRIPTION � S7_14 Q"k3 &4)p'"164 SEPTIC TANK: gLit 164908 DISTANCE NUMBER OF FROM WELL MANUFACTURER 4""( f« MATERIAL SF«Le COMPARTMENTS 2 INSIDE LENGTH INSIDE WIDTH LIQUID DEPTH I IQUID CAPACITY t�"C_d GALLONS. SEEPAGE PIT: ryryttl/ rI NUMBER OF PITS �. DIAMETER IL OR WIDTH LENGTH_, DEPTH C / LINING MATERIAL �G CRIB SIZE: DIAMETER O r DEPTH DISTANCE FROM: WELL/10 .�. TOTAL EFFECTIVE ��pp�� BUILDING FOUNDATION _M!, NEAREST LOT LINE ABSORPTION AREA (WALL AREA) Wi( SQ. FT. ADDITIONAL ABSORPTION WELL: TYPE dFle� CONSTRUCTION 51* &4 DEPTH DISTANCE FROM: BUILDING NEAREST NEAREST SEPTIC SEEPAGE FOUNDATION LOT LINE , SEWER LINE , TANK SYSTEM CESSPOOL , OTHER SOURCES APPROVED DISAPPROVED REMARKS DISTANCES: INSTALLED BY: PIPE MATERIAL: C"" LOT SLOPE: REMARKS: Form No. EQ -031 DIAGRAM OF SYSTEM DATE G.A.A.B. GREATER ANCHORAGE AREA BOROUGH DEPARTMENT OF ENVIRONMENTAL QUALITY 5550 "C" STREET ANCHORAGE. ALASKA 99503 TELEPHONE 274-4561 SEWAGE DISPOSAL SYSTEM — APPLICATION AND PERMIT NAME OF APPLICANT f� INSTALLATION LOCATION � r 5-,4LEGAL DESCRIPTION ill INSTALLATION OF: SEPTIC TANK V TYPE AND SIZE OF FACILITY TO BE SERVED FINANCED THROUGH SOIL TEST RESULTS COMPLETION DATE ANTICIPATED MAILING ADDRESS TO BE INSTALLED BY PERMIT NO. PHONE DRAIN FIELD OTHER NOTEI THIS PERMIT IS NOT VALID WITHOUT SOIL TEST FINAL INSPECTION: 24 HOUR NOTICE REQUIRED. BACKFILLING OF ANY SYSTEM WITHOUT FINAL INSPECTION BY THE DEPARTMENT OF ENVIRONMENTAL QUALITY AUTHORITY WILL BE SUBJECT TO PROSECUTION. SEPTIC TANK SIZE 171" TYPE MINIMUM DISTANCES. REQUIREMENTS FOUNDATION TO SEPTIC TANK qf yy SEEPAGE AREA SIIE � nf FOUNDATION TO SEEPAGE PIT 2/ DRAIN FIELD SEPTIC TANK TO SEEPAGE PIT WALL /5-f SEPTIC TANK SEEPAGE PIT `' - DRAIN FIELD TO NEAREST LOT LINE. WELL TO SEPTIC TANK �aDf SEEPAGE PIT DRAIN FIELD ALSO CONSIDER AREA WELLS. WATER MAIN TO SEPTIC TANK DRAIN FIELD SEEPAGE PIT (v r SEPTIC TANK. / SEEPAGE PIT DRAIN FIELD TO RIVER. LAKE, STREAM. CAST IRON INTO AND OUT OF SEPTIC TANK AND INTO CRIB CROSSING GAP OF EXCAVATION S FEET INTO UNDISTURBED SOIL. 4 -INCH DIAMETER CAST IRON SIPHON PIPES ON SEPTIC TANK AND SEEPAGE PIT FITTED WITH AIRTIGHT REMOVABLE CAPS. GRAVEL BACKFILL CONFORM TO BOROUGH REGARDING INSTALLATION. f& G.A.A.9. OR LICENSED DESIGNER TYPE DIAGRAM OF SYSTEM I CERTIFY THAT I AM FAMILIAR WITH THE REQUIREMENTS OF GREATER ANCHORAGE AREA BO UCH ORD E NO. 25.68 AND THAT THE ABOVE DESCRIBE SYSTEM IS IN ACCORDANCE WITH SAID CODE. 7�)f DATE � , � 11FPLICANT'6 SIGNATURC FORMNO.E 014 R&M ENCO~T"`RING & GEOLOGIC0%'10"'ZONSULTANTS 229 EAST 51st. AVE. - P.O. BOX 6087 - ANCHORAGE, ALASKA 99503 TELEPHONE 907-279-0483 TELEX 090-35419 Civil Engineers Geologists Land Surveyors JAMES W. ROONEY. P. E. MALCOLM A. MENZIES, P.E., L.S. < JAMES H. WELLMAN, P.E. September 25, 1973 RECEIVED. SEP x'71973 AM GREATER ANCHORAGE AREA BOROUGH CEP1. 01 ENVIRONMENTAL QUALITY Mr. Robert Fitzpatrick General Delivery Eagle River, Alaska R 6 M No. 36668 Re: Test Hole and Soil Log Report for Sanitary System, Lot 5-A, Block 3, Eagle Park Subdivision Dear Mr. Fitzpatrick: RALPH R.MIGLIACCIO EnBinwriny Geologist We are submitting herewith the test boring results and our comments regarding soil conditions encountered at the subject site. This investigation was performed in accordance with your request of September 4, 1973, and those procedures outlined in a letter dated September 13, 1971 by Mr. Rolf Strickland of the Creater Anchorage Area Borough Department of Environmental Quality. A single test hole was put down within the Lot 5-A area for the purpose of defining general subsurface soil conditions for the proposed sanitary system. Excavation was accomplished with a tractor -mounted backhoe and the test hole was extended to a total depth of 14 feet below ground surface. The final log prepared for the test hole has been included in Drawing A-01. Ground water was not encountered in the test hole. We appreciate being given this opportunity to be of service to you. Should you have any questions with regard to the above, please do not hesitate to contact us. Very truly yours, R & M ENGINEERING & GEOLOGICAL CONSULTANTS Z James W. Rooney i l� JS.R:ph xc: GAAB ANCHORAGE FAIRBANKS JUNEAU nn nr� ROBERT FITZPATRICK Engineering8 Geological Consultants LOC OF TEST HOLE n wNewowwo■ •w�wuNNe gLA8KA JUNK^U Anchorage Alaska OATS 9-21-73 SCALE V-21 OWN BY JrS I CNKO BY wi j) PROJ. NO. DWO No..A-01 T.I1. 1 9-21-73 0.0' _ ^'✓ ti Organics 0.5' %• Silty Sand (SM) /-. 1.5' .00 . 00� Sandy Gravel (C14)(10 •.o O' I u -0. 1 o• o _ ' 00 5.0' _o Sand, to Some Gravel grace (SF) 0• • 0. 01 ' Oo a'? 10.0' Silt, Trace Sand (ML) 12.0' c 0. :•op OO! Gravelly Sand (SW)(IZ�> •p ADO 14.0' T.D. No Water Table NOTE: Test hole excavated with tractor -mounted backhoe. ROBERT FITZPATRICK Engineering8 Geological Consultants LOC OF TEST HOLE n wNewowwo■ •w�wuNNe gLA8KA JUNK^U Anchorage Alaska OATS 9-21-73 SCALE V-21 OWN BY JrS I CNKO BY wi j) PROJ. NO. DWO No..A-01 f•1Uf-4 I C I L ,9L_ I -rV C, F:-- nf-lCHhF:nr3E ►' DEPARTMENT OF HEALTH AND ENVIRONMENTAL PROTECTION ' 825 'L' STREET, ANCHORAGE, AY. 99501 264-4720 'I 1-�IELL F"F=RMI T PERMIT NO. C 820100 > APPLICANT CLARENCE SPURRIER LOCATION LEGAL L5A 83 EAGLE PARK SP, BOX 6023 E. P,. 99577 243-4328 LOT SIZE 40435 SQUARE FEET MINIMUM DISTANCE BETWEEN A I -JELL AND ANY ON-SITE SEWAGE DISPOSAL SYSTEM IS 100 FEET FOR A PRIVATE I -JELL OR 150 TO 200 FEET FROM A PUBLIC WELL DEPENDING UPON THE TYPE OF PUBLIC WELL. MINIMUM DISTANCE FROM A PRIVATE WELL TO A PRIVATE SE14ER LINE IS 25 FEET A14D TO A COMMUNITY SEWER LINE IS 75 FEET. WELL LOGS ARE REQUIRED AND MUST BE RETURNED TO THE DEPARTMENT WITHIN 30 DAYS OF THE WELL COMPLETION. OTHER. REQUIREMENTS MAY APPLY. SPECIFICATIONS AND CONSTRUCTION DIAGRAMS ARE AVAILABLE TO INSURE PROPER INSTALLATION. F}aF-.M I T F=:4,F� I F? a= - OF-CErel FJEF� - 1s 15+E� :72 I CERTIFY THAT 1: I AM FAMILIAR.. WITH THE REQUIREMENTS FOR ON-SITE SEWERS AND WELLS AS SET FORTH BY THE MUNICIPALITY OF ANCHORAGE. 2: I 6JILL INSTALL THE SYSTEM IM ACCORDANCE WITH THE CODES. SIGNED APPLICANT CLAR..ENCE SPURRIER ISSUED BY. V4. 0 ,7 Iyu-w CL., Ter',, tfirb Brittingla[ug Ly DOC Co, dba SULLIVAN WATER WELLS P.O. BOX 272, CHUGIAK, ALASKA 99567 • TELEPHONE 688-2759 OWNEROF LAND ADDRESS DEPTH OF WELL STATIC LEVEL OF WATER FT LEGAL DESCRIPTION i7. I< 7 = S f� E/r/ « ik SJaa DRAW DOWN FT DATE - Started Ended / F Z GALS. PER HR . KIND OF CASING L ) ) PERMIT NUMBER KIND OF FORMATION: From r- Ft. to Ft. 00~2/1 "L?, e� From Ft. to :): Ft From Ft. to Ft From Ft. to_(_Ft. FromFt. to Ft. c..•wr From Ft. to FL `y<rf From Ft. to—Ft.— From oFt. From ' r Ft. to 7 J Ft. From 7 7 Ft. to ~' Ft From Ft. to Ft. " From A Ft. to ' % Ft. -" '4 f /`l From I Ft. to �� Ft.- From t. From Ft. to Ft. From '�'' Ft. to �/L Ft. From Ft. tot / -� Ft. From I t ' Ft. to /f'& Ft. From / / Ft. to ! f -f Ft. MISCL. INFORMATION: 4;,) a 2 Fromllf�Ft. toLL=Ft. J/- % c-<` r From Ft. to Ft. G t'f1 LF" From IY3 I%3Ft. to 2/f Ft. S /4"0 a :' S ^ .: FromFt. to _2x Ft. From Ft. to) 5,2 Ft S'-1-12 From Ft. to Ft. From Ft. to— From—Ft. o FromFt. to Ft. From Ft. to Ft. From Ft. to Ft. OF ANCHORAGE From Ft. to MWICIpa" r r. „u:.-tFrom—Ft. From - - Ft. to-- �M/ Fi. IF /,P f, 8 �SZ to Ft. From Ft. to Ft.�{�_L_LNCE G, From Ft. to Ft. RR{{.• From Ft. to - Ft. From Ft. DRILLERS NAME '--"' 1. 2. 3. 4. 5. r, GREATER ANCHORAGE AREA BOROUGH Department of Environmental Quality 3500 Tudor Road, Anchorage, Alaska 99507 279-8686 Date Received OCtober,4_ 1473 Time of Inspection Date of Inspection 0_ tns hpr 4 „ 1073 REQUEST FOR APPROVAL OF INDIVIDUAL SEWER & WATER FACILITIES FOR Conventional Aoproval Requested By: Salley's Realty Address: Box 1086 Eagle River Phone: Prooertv Owner: Frank Romain Phone: Legal Description: Lot 5A, Block 3, Eagle Park Subdivision Location: Raven street off Wren Type of Facility to be Inspected: Single Family Dwelling Number of Bedrooms: Three (3) 6. Well Data: A. Type Drilled B. Depth 154' C. Construction Standard D. Bacterial Analysis' Satisfactory 7. Sewage Disposal System: A. Installed 10/4/73 S. Installer Frontier Excavating C. Septic Tank: 1. Size 1250 2. Manufacturer. Stack Steel D. Seepage Pit: 1. Size 74' Circum. Material log crib E. Disposal Field: Total.Lergth of Lines 8. Distances: A. Well To: Septic Tank 100' Absorption Area 110' . Sewer Lines Nearest Lot Line Other Contamination B. Foundation to Septic Tank 82' r Absorption Area 105' C. Absorption Area to Nearest Lot Line 30' AW • 0 11 Zegieet for Approval of Inaividual Sewer & Water Facilities Mage Trio 9. Comments: Disapproved Date /O 40-3 Approval Valid for One Year From Date Signed ater Anchorage Area Borough, Department of Environmental Quality DIAGRAM OF SYSM! I certif that the information contained in this request for approval to be a true and accurate representation of the subject sewer and water facilities located at: Signed Date Municipality of Anchorage On -Site Water and Wastewater Program (907) 343-7904 CERTIFICATE OF ON-SITE SYSTEMS APPROVAL Parcel I.D. 050-782-19 1. GENERAL INFORMATION Complete legal description Eagle Park Block 3 Lot 5A Expiration Date: 1 -02- a - Location (site address) 20705 Raven Dr, Eagle River, AK Current Property owner(s) Mailing address Real Estate Agent 2. TYPE OF DWELLING: Day phone 775-0226 Leone Harris, RE/MAX Day phone 775-0226 ® Single Family (w/wo ADU) ❑ Duplex ❑ Multiple Dwellings (Single Family and/or Duplex) 3. NUMBER OF BEDROOMS: 4 4. TYPE OF WATER SUPPLY: Individual Well Individual Water Storage ❑ Community Class C Well ❑ Public Water System ❑ JUL 1 6 2014 TYPE OF WASTEWATER DISPOSAL: Individual Holding Tank ❑ Community ❑ Public Sewer ❑ Received by a .. _r , z 1 Dater-, COSA to be released to the engineer, unless otherwise requested by the engineer. COSA Fee $ ✓moo r Date of Paymentw/ Receipt Number b t3/Ski COSA # O�7 /33 �- Date of Receipt Number 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 6. DSD SIGNATURE _System #1 Approved for bedrooms. System #2 Approved for Disapproved. Conditional approval for bedrooms. Date 76/2014. F t bedrooms, with the following stipulations: By: 4L Original Certificate Date: � :z- i The Munici lity of chorage Devlopment Services Division (DSD) Issues Certificates of On -Site 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 9-1-12d&c If more than 1 septic system is on the lot: COSA Checklist # of _ Structure served by this syst_em Certificate of On -Site Systems Approval Checklist Legal Description: EA- r,L6 12AlC G g j L 5A Parcel ID: 050— 782 A. WELL DATA Well type If A, B, or C provide PWSID # Well Log (Y/N) Date completed 3192 Sanitary seal (Y/N)`� ` Wires properly protected (Y/N) _ Total depth 23Z ft. Cased to 2 32 ft, Casing height (above ground) in. FROM WELL LOG AT INSPECTION Date of test 3 Z 7 06// Static water level -30.5 ft. / 3 ft. Well production ~/ g,p,m, �-{- 9 -P.M. WATER SAMPLE RESULTS: Coliform 6 colonies/100 mL Nitrate A14 mg/L Arsenic N- ug/L Date of sample: —46 Collected by: V/2" -i, 9 B. SEPTIC/HOLDING TANK DATA Tank Type/Material SEFTtcr STEEL Date installed 7 011 10 Tank size 250. gal. Number of Compartments Cleanouts (Y/N) Foundation cleanout (YIN). Depression over tank (Y/N) L High water alarm (Y/N) il% Date of pumping z/lk/"w Pumper. _ SAS I ZA-9 4 lf'( 2J C. ABSORPTION FI2t/FIELD �DATA // Date installed 1 0 Soil rating (g.p.d./e or felbdrm) System type Le.V 7e.�c� S Length 3 3. � 7 5 ftWidth .3 ft. Gravel below pipe 8 /ft. Total depth ft. Eff. absorption area 53� fe Monitoring tubeV Depression over field Date of adequacy test Results (Pass/Fail) MISS For 4! bedrooms Fluid depth in absorption field before test (3 in. Water addede, gal. New depth_, in. Elapsed Time: 30 min. Final fluid depth J in. Absorption rate >_�d g.p.d. Any rejuvenation treatment (past 12 mo.) (Y/N & type) A10 If yes, give date D. LIFT STATION /J,4 Date installed "Pump on" level at in. Datum E. SEPARATION DISTANCES WELL ON LOT TO: Size in gallons "Pump off" level at Cycles tested Septic tank/lift station on lot /004- Absorption 00fAbsorption field on lot /00 -f Public sewer main .VA Sewer /septic service line Z .5 f Animal containment areas XO 14- SEPTICIHOLDING TANK ON LOT TO ManholelAocess (YIN) _ in. High water alarm level at in. Meets alarm & circuit requirements? On adjacent lots Afd rt On adjacent lots /60 't Public sewer manhole/cleanout IV4 Holding tank IVA Manurefanimal excrete storage areas f00 rt 1 00 Building foundation 5+_ Property line /D ly' Absorption field �14- Water main A/A Water service line Id r76 Surface water 1001't Wells on adjacent lots 10a '¢ ABSORPTION FIELD ON LOT TO: Property line /0 `t Building foundation /Q Water main r Water Service line 0 f Surfacewater /06 r Driveway, parking/vehicle storage Curtain drain SIA Wells on adjacent lots /0 0 ,t 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 Printed Name Sri5Ve- jEN6 Date COSA brown sheet_70-10-12.doc Lot 2 J N 90'00'00"E 270.00' --10' UTILITY FASEME:NTS n -ILS x 12.3' SHE'D YCONC. WALK j \ CFLNN-IJNK FENCE 4.0' x 7.9' + {e2 DECK --7.$' x 19,9' DECK LOT 5—A _/-F A 140,435 s.i. 44.{ t STORY RESIDENCE ' �t 23 1, WITH DAYLIGHT BASEMENT `t '4.2' x a ' CANT v 63.3' -SEPTIC CLEANOUTS I_oi 4 w AD j PL--5.2` x 8 �` - .., vWk2.C. CO'A DECK p t w. kjs •d i / Lot 5-B r e 41 PLOT PLAN AS BUILT X SCALE 1" =41Y GRID SW 055 Project No. 14-127 Lang & Associates inc. 11500 Daryl Avenue, Anchorage, Alaska 99515-3049 Associates, (907) 522-6476 Phone Registered Land purveyors (907) 522-4625 Fax kenOlongsurvey.com / JonathanQlangsurvey.com �,,,..- • g 1 hereby certify that i have surveyed the following described property- r%'��.' Lot f S LOT 5-A, Block 3, Eagle Park Subd (Plat No. 73-216) 49TH Anchorage Recording District, Alaska, and that the Improvements situated thereon are 1_ ...1�...;;........:. Q....Y,.... within the property lines and do not encroach onto the property adjacent theretoproperty tying adjacent thereto encroach on the serve ed , � that (� no improvements on the y :.'F , premises and that there are no roadways, transmission lines or other visible /� KENNETH`S easements on sold property except as indicated hereon Dated this the I ,' Day of-.)a�•.�i - -V*=, at Anchorage, Alaska h Is the responsibility of the owner to datermtne the existence of an easements, � Q oFessloNav sy p tY i b\��4Qcr�'' covenants, or restrictions which do not appear on the recorded subdivision glob