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UPPER EAGLE RIVER ESTATES BLK 2 LT 7A
Upper Eogl River Estates Block 2 Lot 7A #050-781-27 Municipality of Anchorage On -Site Water and Wastewater Section • (907) 343-7904 Page 1 of 1 ON -SITE WASTEWATER INSPECTION REPORT Permit Number: OSP201415 PID Number: 050-781-27 Dwelling: ❑■ Single Family (SF) ❑ with ADU ❑ Duplex (D) ❑ Two Single Family Project: ❑ New 0 Upgrade Name John &Connie Sumrall ABSORPTION FIELD ❑ Deep Trench Wide Trench ❑ Bed ❑ Mound Site Address 20137 Ptarmigan Blvd, Eagle River ❑ Other Phone Number of Bedrooms Soil Rating Total depth from original grade 907-440-9506 5 1.2 GPD/SF 9.0/9.3 Ft. LEGAL DESCRIPTION Depth to pipe invert from original grade 5.0/5.3 Ft.4.0/4.0 Gravel depth beneath pipe Ft. Subdivision Block Lot Upper Eagle River Estates 2 7A Fill added above original grade 0/0 Ft. Gravel length 32/32 Ft. Township Range Section Gravel width 5/5 Ft. Beds: Number of Lines Distance between lines Ft. SEPARATION DISTANCES To Septic Absorption Lift Station Holding Sewer Total absorption area Number of trenches Dist. between trenches From Tank Field Tank Line 768 Ftz 2 10+ Ft. Well 100'+ 100'+ 25'+ TANK ❑■ Septic ❑ S.T.E.P. ❑ Holding ❑ Other Manufacturer Greer Capacity 1500 Gal. Surface Water 1001+ 100'+ Material Poly Number of compartments 2 Lot Line 5'+ 10'+ NA Foundation 10'+ 10'+ LIFT STATION Manufacturer Capacity Remarks Gal. Alarm location Electrical installed by PIPE MATERIAL House to tank 3034 Tank to3034 drainfield Installer Martin Construction Drainfield 3034 CO/MT3034 Inspector Crewdson Engineering, LLC BENCH MARK (Assumed elevation) 100 ft Inspection vt 10-28-20 10-29-20 Location and description Znd 31" 11-2-20 41h 11-4-20 Bottom of siding at "BM" on record drawing ON -SITE WATER AND WASTEWATER SECTION APPROVAL 4S� Conditional Approval: Date ow �A s� 4H �� •, mes A. Crewdson •� •.• C11527 .•���,i Septic System Approved Date 2 2 ll1\�10,pFESS10N��'��..., ���\�o�•` Note: this approval does not include well permit requirements. (Rev Ub/U2/18) oho Lot 7A 0 N c N TH1 h==__----- D1 ---= } FS DC 0 ST 10'+I \ P-4 IVI4 ---• D2----nM3 I / C N , 1J 1W ova l o � to PLAN SCALE: 1 "=20' PROFILE NOT TO SCALE BOTTOM OF ELEV GRADE ELEV SIDING EG 99 7- D1 D2 ASSUMED ELEV FG gg g EG 99.7' EG 99.7' 100, FG 99.8' FG 99.8' Fc MH# S# DC C# M# M# C# TH-1 Vm- / GM ROCK RO� SEPTIC TANK ELEV DRAINFIELD ELEV SM TOT 95.7' INLET INV 95.1' OUTLET INV 94.9' Crewdsan Engineeringr LLC D1 D2 INV 94.7' INV 94.4' BOR 90.7' BOR 90.4' 7' A BM 5BR SFH SWING TIES A FB FC 23.9' 18.6' M H 21.0' 36.3' S1 26.0' 39.3' DC 30.2' 41.8' FS 33.7' 44. V C1 43.7' 54.2' M1 42.8' 52.V C2 73.9' 78.7' M2 67.8' 72.0' C3 46.8' 42.6' M3 51.4' 44.9' 76.2' 71.8' rM 73.4' 70.4' B LEGEND BM - bench mark BOR - bottom of rock BR - bedroom C# - cleanout D# - drainfield DC - double cleanout ED - effective depth EG - existing ground ELEV - elevation FG - finish grade IAW - in accordance with INV - invert MH - manhole SFH - single family home S# - septic tank cleanout ST - septic tank TOT - top of tank 95 7' NOTES 1. All components and construction IAW AMC 15.65 2. Septic Tank: Greer Poly 1500 3. Drainfield: 5-BR Wide Trench (2) 4'ED x 5'W x 32'L 83.7' Upper Eagle River Estates, Block 2, Lot 7A Septic System RECORD DRAWING • W Prepared for: CM&ElN11D"'"erMalE"neef" John & Connie Sumrall Date: 12-16-22 Box671389ChugiakAK99567 - cellc.l@outlook.com Permit: OSP201415 Page: 1 of 1 Celirrext:907-280-9493 - Fax:907-688-2295 ALL INFORMATION SHOWN ON THIS DOCUMENT IS THE PROPERTY OF CREWDSON ENGINEERING, LLC AND SHALL NOT BE USED FOR ENGINEERING OR CONSTRUCTION PURPOSES WITHOUT WRITTEN PERMISSION FROM CREWDSON ENGINEERING. LLC ram. *. 49 .* J e . Crewdson C11527 •��`�AN k:- PROFESSOIN �'�.�... ALLC #112279 m ca M I I 0 C nn•11'riVP T,(1R RR' i 0 H ZW Q ww �W m o� N O J N rn N N M 00 / N -a- O J w N 0 IS N W N mo U UJ j z w J i Iz_ x I U — — — — — — — — — — L — — — — 7 O J o •• 4 I oQ' .g o . I (I Q • ¢ to 0 �' O '� per: _ " :_ PCJ N� m aO 0):•Z � J. bo a Yw -• Q�°� v,�". : .'tea o� Q p a � 0 o O a a. c = o .- N `c Q 4 O X .c D U com m N l oa4'Em tD� 0 !D to U 3 L L m — t -Cm O E Q to < ,t to o o '�' •�•- N •n U qj C 3i iD C 'a=mom Q om D N N N® C D ^D a� L O r_M � to'? ~a D 01N1'1 a D � ��--'� 0 — .0 m N D w to o aM i v- N �LOooc a r. r,®D o I N= I 0 Ltn ljl ¢I C mom°cc NI m0 �Z> 0.m- ° (n m `n 0 am o c C'I 0 L uyj L- m a E i N 00 I 0 .c ate.-0CD0 III O I �� 1 •— mcnm6-EI o t- X 0 D- a ] o .--, a E>,0 mtvHLm- v Cna}, WV � DOm a o. o0 IIII C) C 'a o y O ywav c x 0 v 0 L.V) U C L m L' >a.L D aD 3N mV) aO_yQm. 0En Q Oo0 0c•m o Di= _:E �0F via O c O -� N CU) s N I c �,o 0NVQ0 � tE0 NO mwZic.'i` Z O pOo p•N0 "' =a o m »- m-��s�Em m �m ^= - a3oa.0 o =o MUNICIPALITY OF ANCHORAGE On -Site Water & Wastewater Program PO Box 196650 4700 Elmore Road Anchorage, Alaska 99519-6650 Phone: (907) 343-7904 Fax: (907) 343-7997 http://www.muni.org/onsite On -Site Wastewater Disposal System Permit Permit Number: OSP201415 Work Type: Septic Upgrade Effective Date: Expiration Date Tax Code Number: 05078127000 Site Legal Address: UPPER EAGLE RIVER ESTATES BLK 2 LT 7A G:0056 Site Mailing Address: 20137 PTARMIGAN BLVD, Eagle River Owner: SUMRALL JOHN & CONNIE M Design Engineer: CREWDSON ENGINEERING, LLC This permit is for the construction of: Q Disposal Field Q Septic Tank Holding Tank Privy S, DeI)artill ent 10/16/2020 10/ 16/2021 Lot Size in Sq Ft: 55134 Total Bedrooms: 5 Private Well Water Storage All construction shall be in accordance with: 1. The attached approved design. 2. All requirements specified in Anchorage Municipal code Chapters 15.55 and 15.65 and the State of Alaska Wastewater Disposal Regulations (18AAC72) and Drinking Water Regulations ( 18AAC80) 3. The wastewater code requires inspections during the installation. The engineer shall notify the Development Services Department per AMC 15.65. Provide notification by calling (907) 343-7904 (24/7). 4. From October 15 to April 15, a subsurface soil absorption system under construction during freezing weather shall be either: a. Opened and Closed on the same day, or b. Covered, sealed, and heated to prevent freezing Received By: Issued By: Date: Date: lJ N% MUNICIPALITY- OF f Development Services Department On -Site Water & Wastewater Section - Parcel I.D. 050-781-27 ON-SITE SEPTIC/WELL PERMIT APPLICATION Phone: 907-343-7904 Fax: 907-343-7997 Property owner(s) John & Connie SUmrall Day phone 907-440-9506 Mailing address 20137 Ptarmigan Blvd., Eagle River, AK 99577 Site address Same Legal description (Sub'd., Block & Lot) Upper Eagle River Estates, Block 2, Lot 7A Legal description (Township, Range & Section) Lot Size 55,134 Sq. Ft. Number of Bedrooms 5 APPLICATION IS FOR: APPLICATION IS AN: TYPE OF DWELLING: (® all that apply) Absorption Field Fx� Initial ❑ Single Family (SF) ED (w/wo ADU) Septic Tank 0 Upgrade ❑ (D) Holding Tank ❑ Renewal F-1Duplex Multiple Dwellings ❑ Privy ❑ (SF and/or D) Private Well ❑ Water Storage ❑ THIS APPLICATION INCLUDES A WAIVER REQUEST FOR: Distance: I certify that the above information is correct. I further certify that this is in accordance with applicable Municipal Codes. (Signature of property owner or authorized agent) Permit/Rush Fees: 4 4qL, � L60V 1 - 11) Waiver Fees: Date of Payment: to/0:2 b Receipt Number: �Jr % 0 Permit No. _ _QSe'?'U 1 q 1-5 Date of Payment: Receipt Number: Waiver No. GADevelopment Services\Building Safetyl0n Site Water and WastewaterTorms\Client Forms\Permit Application.doc Municipality of Anchorage On-site Water and Wastewater REVIEWED FOR CODE COMPLIANCE OSP201415, Deb Wockenfuss, 10/16/20 Municipality of Anchorage On-site Water and Wastewater REVIEWED FOR CODE COMPLIANCE OSP201415, Deb Wockenfuss, 10/16/20 96/16 96/16 96/16 96/16 96/16 96/16 Municipality of Anchorage On-site Water and Wastewater REVIEWED FOR CODE COMPLIANCE OSP201415, Deb Wockenfuss, 10/16/20 Municipality of Anchorage Page 1 of 3 Department of Health and Human Services Development Services Department On -Site Water and Wastewater Program 4700 South Bragaw Street P.O. Box 196650 Anchorage, AK 99519-6650 www.ci.anchorage.ak.us (907) 343-7904 ON-SITE WASTEWATER DISPOSAL SYSTEM AND/OR WELL INSPECTION REPORT Permit Number: SW020288 PID Number: 050-781-27 Name: Curtis and Bonnie Dahl Wastewater System: New ® Upgrade Address: P.O. Box 771774 Eagle River AK 99577 ABSORPTION FIELD Phone: Number of Bedrooms: Four 4 Shallow 5' Wide Trench LEGAL DESCRIPTION Soil Rating: 1.2 Total Depth from original grade: GPD/Fe 7 Ft. Block: Lot: Subdivision: Depth to pipe bottom from original grade: Gravel depth beneath pipe: 2 7A Upper Eagle River Estates 5 2 Ft. Ft. Township: Range: Section: Fill added above original grade: Gravel Length: 0 Ft. 71 Ft. Well: Existing Gravel width: Number of lines: Distance between lines: 5 Ft. 1 N/A Fl. Classification (Private, A, B, C): Total Depth: Cased to: Total absorption area: Pipe Material: Ft. Ft. 507 W ASTM D3034 PVC Driller: Date Drilled: Static Water Level: Installer: Dale Installed: Ft. Charles Barr Cont. 9/16-10/4/02 Yield: Pump Set at: Casing eight Above Ground: TANK GPM Ft. Fl. SEPARATION DISTANCES ® Septic ❑ Holding ❑ S.T.E.P. ❑ Other: To Septic Absorption Lift Holdingublic/Private anu ac urer: apace y in Gallons: From Tank Field Station Tank Sewer Line Anchorage Tank 1,250 Well >100' >100' N/A N/A >25' Material: Steel Number of Compartments: Two (2) Surface Water >100' >100' N/A N/A LIFT STATION — NONE ON LOT Lot line >5' >10' N/A N/A Size: anu ac urer: Ga Foundation >51 >10' N/A N/A 'Pump on' level at: in. `Pump off" level at: in. High water alarm at: in. Curtain Drain None Noted Pump Make & Model Electrical Inspections performed by. Remarks: Existing Septic Tank and Absorption Crib Pumped BENCH MARK Location and Description: Crushed and Backfilled On Site. Insulation Placed Entrance Slab Back Door. Over Tank and Westerly 16' of Trench. AssumedElevalion: 100.0 Ft. Engineer's Stamp OF �P..•• ............. 4qS+ �( Inspections performed by: MEA Dates: 1St 9/16/02 V 49th :....: ................... ....... 2nd 9/17/02 /.....; ...... .''= :MICHAEL E. ANDERSON Department of Health and Human Services approval pp •I.�f�:,.• No. CE -4381 Reviewed and approved b 1 . 2 PP Y Date:` = ++iF� ��•``�� (Rev. 10/99) +1� pROFESSIO�P:•�• J Permit Number SW020288 PID No. 050-781-23 Page 2 of 3 ro A B Sl 27.0 23.3 H 32.7 27.8 M1 28.1 61.6 C4 55.8 25.1 'C5 0 c L-4 � I VACANT .170.00 cn N00111'53"W cn 0 0 10' Utility Easement ®TH 1 2 C5 2 M2 C4 c c Four Bedroom N House r _ h a U a Ex l t ng We I Shop ® `PSE°... ®. ® ' 49th R a ;MICHAEL E. ANDERSON PLAN ®BUILI 4�� NO- CE -4381 SCALE 1" = 40' ®®o PFp'••=...:......-•••''••� t881, %gym®Sa®®`�®� A B Sl 27.0 23.3 S2 32.7 27.8 M1 28.1 61.6 C4 55.8 25.1 'C5 27.463.2 VACANT .170.00 cn N00111'53"W cn 0 0 10' Utility Easement ®TH 1 2 C5 2 M2 C4 c c Four Bedroom N House r _ h a U a Ex l t ng We I Shop ® `PSE°... ®. ® ' 49th R a ;MICHAEL E. ANDERSON PLAN ®BUILI 4�� NO- CE -4381 SCALE 1" = 40' ®®o PFp'••=...:......-•••''••� t881, %gym®Sa®®`�®� 97. Municipality of Anchorage DEVEOPMENT SERVICES DEPARTMENT 4700 South Bragaw Street Anchorage, AK. 99519-6655 - 343-7904 On -Site Wastewater Disposal System or Well Inspection Report Permit Number: SW020288 Legal Description: Lot 7A, Block 2, Upper Eagle River Estates Subdivision <FILL Page 3 of 3 PID No. 050-781-23 U N f U U PROFILE AS -BUILT Scole: 1" = 10' or As Meosured 7.95 ®®� 0 q o° # AV AV 49th ® . �.. m S®� MICHAEL E. ANDERSON �® =. No. CE -4381 -�® 4jjpR0 F E S S 10\`®0®®®® Municipality of Anchorage Building Safety Division/On-Site Water and Wastewater Program 4700 South Bragaw Street, Anchorage, AK 99519 SOILS LOG - PERCOLATION TEST i' i 's ° Performed For: Charles Barr Contracting Date Performed:��6%0��� Legal Description: Lot 7A. Block 2. Upper Eagle River Estates SLOPE SITE PLAN 1 2 SW 3 TESTHOLE NO. 2 4 Date Gross Time 5 Well Graded Net Drop Sands 6 with 0.75 Gravel 7 11:16 1461 10 11 12 13 14 Some Silt Was Groundwater Encountered? If Yes, What Depth? Depth to Water After Monitoring Date: Bottom of 15 Hole 16 17 18 No S L O P E See Site Plan 3% Reading Date Gross Time Net Time Depth To Water Net Drop 1 16 -Sep 11:06 0.75 2 11:16 10 6 5.25 3 11:17 1 4 11:27 10 5.5 4.25 5 11:28 1.25 6 11:38 10 5.5 4.25 Perc. Rate: 2.5 Min./Inch Perc. Hole Diameter: 6" 21 Test Run Between 4.5 Ft. and 5.5 Ft. Comments: Perc Cavity Presoaked Prior to Test. Performed By: MEA. I, Michael E. Anderson Certify That This Test Was Performed In Accordance With All State and Municipal Guidelines In Effect On This Date: 10/9/02 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 Upgrade Date Issued: Aug 13, 2002 Expiration Date: Aug 13, 2003 Permit Number: SW020288 Parcel ID: 050-781-27 Legal Description: UPPER EAGLE RIVER ESTATES BLK 2 LT 7A Design Engineer: 0014 Anderson Engineering Site Address: Owner Name: Curtis & Bonnie Dahl Lot Size: 55134 SQ. FT. Owner Address: PO BOX 771774 Total Bedrooms: 4 Permit Bedrooms: 4 EAGLE RIVER, AK 99577-1774 This permit is for the construction of: ❑✓ Disposal Field ❑✓ Septic Tank ❑ Holding Tank ❑ Privy All construction must be in accordance with: 1. The attached approved design. ❑ Private Well ❑ Water Storage 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. '111)-102- SEE b,,6 wece P sl&Al pa rep 9/i/2_ 4�7.Vc11 G-% Received By: Issued By: Date: 8 Y— . 0 Date: CJ 3 0 Municipality of Anchorage ® Development Services Department o P� B � Building Safety Division On -Site Water and Wastewater Program S A F E T Y 4700 South Bragaw St. 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. 050-781.27 Permit Number SWO20288 Property owner(s) Curtis and Bonnie Dahl Day phone 694-1262 Mailing address (1) P.O. Box 771774 Eagle River, AK 99577 Mailing address (2) Zip Code Legal description (Lot, Block & Sub'd.) Lot 7A, Block 2, Upper Eagle River Estates Subdivision Legal description (Section, Township & Range) Lot Size 5S /,34 Acres Sq. Ft. \' THIS APPLICATION IS FOR: Number of Bedrooms Four Sewer Only ❑ Well Only ❑ Sewer and Well ❑ Water Storage ❑ Sewer Upgrade THIS PROPERTY CONTAINS: Hot Tub ❑ Jacuzzi ❑ Swimming Pool ❑ Water Softening Unit ❑ Therapy Pool ❑ 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. (f Gam(„ (Signature of property owner or authorized agent) Permit Fees:�3-M Waiver Fees: Date of Payment: V Date of Payment: Receipt Number: 102 Receipt Number: (Rev. 12/00) DATE: September 11, 2002 TO: Dan Roth FROM: Mike Anderson, P.E. SUBJECT: Lot 7A, Block 2, Upper Eagle River Estates Subdivision Septic System Construction Permit No. SW020288 Revised System Design Groundwater was encountered in a portion of the absorption trench under construction on the subject lot. The water appears to be isolated near the north end of the trench as the test hole remains dry. We have modified the design of the trench, however to maintain 4' of separation from the groundwater. The trench has been changed to a 5' wide with 2' effective depth for a total depth from the surface of 7'. The groundwater was encountered at 12' below the surface so we will have a separation distance of 5'. Please modify the design to allow the changes as shown on the attached drawings. Please let me know if you have any questions. August 8, 2002 Municipality of Anchorage Development Services Department On -Site Water and Wastewater Program 4700 South Bragaw Street Anchorage, AK 99519-6650 Subject: Lot 7A, Block 2, Upper Eagle River Estates Subdivision Septic System Design and Permit Application Impacts to Adjacent Properties Dear Onsite Services Engineer: The existing septic system on Lot 7A, Block 2, Upper Eagle River Estates Subdivision has failed and must be replaced in order to obtain a Certificate of Health Authority Approval. We are therefore requesting a permit be issued for the construction of a new septic system to serve the existing home. The attached Site Plan and backup documentation identify the location and configuration of the new septic system and the parameters used in the design. Also identified on the plans is the test hole location and the locations of the existing system and wells on this and adjacent lots. Drainage arrows are also shown and current drainage patterns will be maintained after construction. The test hole placed near the location of the proposed absorption bed indicated well to poorly graded sand with some gravel and varying amounts of silt and a percolation rate of between 2 and 3 minutes per inch. No groundwater was found during the excavation and none was noted during the ensuing monitoring period. We are therefore proposing to construct a deep absorption trench system with 6' of drainfield rock beneath the distribution pipe. That pipe will be placed at 4.5' below the surface with a total depth of 10.5'. The total length of the trench will be 45'. The existing septic tank and absorption crib will be pumped, crushed and backfilled. The ground surface on the lot slopes as shown on the attached Site Plan with fairly shallow slopes in the area of the new absorption trench. The new septic tank and absorption trenches will be constructed in a fairly shallow area behind the existing house in conformance with Municipal requirements and parallel to ground contours where possible. All components of the new trench will be constructed a minimum of 100' from the well on this and adjacent lots. The system will also be constructed a minimum of 100' from any surface water in the area. If the system is constructed in accordance with our design the following statements apply: Lot 7A, Block 2, Upper Eagle River Estates August 8, 2002 Page Two 1. The system, if constructed as designed, will have no adverse impact on the wells in the area or those to be constructed in the future. 2. The system, if constructed as designed, will have no adverse impact on existing septic systems in the area or those to be constructed in the future. 3. The system, if constructed as designed, will have no adverse impact on reserve space, either surface or subsurface, on any lots located in the area. 4. The system, if constructed as designed, will have no adverse impact on drainage patterns in the area. The current drainage pattern will be maintained. Sincerely, Z4, Michael E. Anderson, P.E. Attachments ArAr Ar �,• .,� .,.� o .` 49'h G IW No. ' No. c -+ °® e' p�'Or ;.SS `CNP®®®o N M W o j0 0 Z S89148 -24-V 260.05 330.22 RAVEN 280.20 164.90 165.13 N89147'20'E 330.48 85-292 2 `Q, "' 3—A1 c E N 2B y 0 PTARMIGAN N89)40'12'E 279.71 eR. N89335'56•E 199.85 N89135'! O �� �Z s®®®®1 T R. ZO 153 Etect b Tetecon Esnt c 85-292 101 Utit Esnt -1 �9 280.20 165. U .05 . ........%...�;.... R. p ® P-532 S89)47'30'W 330.25 330.22 P _ 0.......` ................ a dICHAEI E. ANDERSON ,�� •' f c o 10) Utit Esnt ay NO. CE -4381 ® o Ar G 'PROF ... H M <Uy w'C O i. P S89136 lam' SCALE 1" = 100' h � o , � ~y _ a: �8 L EE 0 o 0 3 EF €nT�og > w N 0 12 •, Z oEE X �8 $" i'd.n €'j 280.20 W U6CK a z 5500 330.22 a PTARMIGAN N89)40'12'E 279.71 eR. N89335'56•E 199.85 N89135'! s®®®®1 T R. P •. Sj ®0 o U ®;®®f N /-199 :n U . ........%...�;.... R. p ® 0.......` ................ a dICHAEI E. ANDERSON ,�� •' gi NO. CE -4381 ® o Ar 'PROF ... H M P S89136 SCALE 1" = 100' I SCOPE OF WORK: 1. Pump, Crush and Backfill Existing Tank. 2. Pump, Crush and Backfill Existing Absorption Crib. 3. Intersect Existing Sewer Service Line. 4. Place New 1,250 Gallon Septic Tank. 5. Place 2- 35' Long x 5' Wide x 2' Effective Depth Absorption Trenches. 6. Regrade All Disturbed Areas. 7. .Revegetate Area As Required. VACANT NOTE= No Conflicts Wi Wells or Septic 170.00 cn N00111'53'W 0 0 Neighboring stems. 10' Utility Easement 2-35' Long --x 5' Wide x 2' Effective Depth Absorption Trenches SITE PLAN SCALE 1" = 40' Four Bedroom House Existing Well 1 Ee j4O. r 1,250 Gallo Septi Shop OF q '+,, G' # 49 •�� i......... ........ . ...... % MICHAEL E • ANDERSON •3 ``� S� : No. CE -4381 �Zai #F C_ Exi ting Crab \Vlow Spli Valve Existin SITE PLAN SCALE 1" = 40' Four Bedroom House Existing Well 1 Ee j4O. r 1,250 Gallo Septi Shop OF q '+,, G' # 49 •�� i......... ........ . ...... % MICHAEL E • ANDERSON •3 ``� S� : No. CE -4381 �Zai #F C_ LOT 7A, BLOCK 2, UPPER EAGLE RIVER ESTATES SUBDIVISION DESIGN FACTORS: 4 Bedroom House Perc. Rate: 2.5 Min./Inch Application Rate: 1.2 GPD/SF SYSTEM REQUIREMENTS: 5' Wide Trench System 1,250 -Gallon Septic Tank 2' Drain Field Rock 4 Bedrooms X 150 GPD/1.2 GPD/SF (Application Rate) = 500 SF of Absorption Area 500 SF/5 LF (Width)* .7(Red. Factor) = 70 LF Trench Length Therefore: Construct Two 5' Wide Absorption Trenches Each 35' in Length For a Total Length of 70'. Flow Line Elevation in Trench to be 5' Below Original Ground Surface. Total Depth to be 7' Below Existing Ground. A Zabel or Bull Run Flow Splitter Valve Must Be Placed to Assure Even Effluent Flow to Each Trench. Maintain 10' of Separation Between Each Trench. Provide 3' of Cover or Place 2" Insulation and 2" of Cover Over Trenches. 4' of Cover Required Over Septic Tank. 4'6" G -W 21011 Natural Backfill Geotextile Fabric 4" Perforated PVC (ASTM 3034) Drain Field Rock 5' TYPICAL WIDE TRENCH SECTIO (NO SCALE) NOTE: Grade Area Over Trench to Drain Away. Minimum 6' Separation From Bedrock. Minimum 4' Separation From Groundwater. Minimum 100' From Wells in the Area. Minimum 10' Separation From Water Service Line. ®� .......... �1 ® C'.. e 9th Municipality of Anchorage oty�,� Building Safety Division/On-Site Water and Wastewater Program °o® MICHAEL E ANDERSON 4700 South Bragaw Street, Anchorage, AK 99519®'s No.Ar SOILS LOG - PERCOLATION TEST ®®� „F• ,,.. ��.` 14®®� ®oes®®+®®®®®® Performed For: Charles Barr Contracting Date Performed: 8/1/02 Legal Description: Lot 7A. Block 2. Upper Eagle River Estates SLOPE SITE PLAN OG/OL I -I 1 2 3 4 5 6 7 8 9 10 ill 12 13 14 15 16 17 18 21 SW TESTHOLE NO. 1 Well Graded Sands with Gravel Some Silt Was Groundwater Encountered? If Yes, What Depth? Depth to Water After Monitoring Date: Bottom of Hole 16. 5' RV None 8/7/02 S L O P c See Site Plan 3% �o Reading Date Gross Time Net Time Depth To Water Net Drop 1 1 -Aug 2:00 1.25 2 2:10 10 6 4.75 3 2:11 1.25 4 2:21 10 5.5 4.25 5 2:22 1.25 6 2:32 10 5.5 4.25 7 2:33 1.25 8 2:43 10 5.5 4.25 Perc. Rate: 2.5 Min./Inch Perc. Hole Diameter: 6" Test Run Between 4.5 Ft. and 5.5 Ft. Comments: Perc Cavity Presoaked Prior to Test. Performed By: MEA. I, Michael E. Anderson Certify That This Test Was Performed In Accordance With All State and Municipal Guidelines In Effect On This Date: 8/7/02 GAAB HD I ORJ '* T':R ^NC.OR^G': ^R':^ HEALTH DEPARTMENT 327 EAGLE ST. ANCHORAGE, ALASKA 99501 279-2511 INSPECTION REPORT ON-SITE SEWAGE DISPOSAL SYSTEM SEPTIC TANK: DISTANCE FROM WELl "/'~ '~ / LIQUID CAPACITY _/~O~2 GALLONS. NUMBER OF MATERIAL ~"'~"'~-~?'~"--"~" COMPARTMENTS INSIDE LENGTH INSIDE WIDTH LIQUID DEPTH__ SEEPAGE SYSTEM: SEEPAGE PIT: NUMBER OF PITS LINING MATERIAL NEAREST LOT LINE OUTSIDE DIAMETER ~ OR WIDTH_ ~-'~'-~ ~"~' DISTANCE FROM WELL / ~"~) TOTAL EFFECTIVE ABSORPTION AREA (WALL AREA) LENGTH '~ "~- j ~' / , , DEPTH , BUILDING FOUNDATION ./.~'"~ / '~' ~ ~/~' SQ. FT. TILE DRAIN FIELD: ,~ TOTAL LENGTH DISTANCE FROM WELI ' FOUNDATION . NEAREST LOT LINE . DE LINES -' NUMBER OF LINES//'"/'~ DISTANCE BETWE~- ~ ...,---~/ ..... IN. T~TAL EFFECTIVE ABSOR.PN~AREA L~GTH OFEACH LINE DEPTH: TOP OF TILE TO FINISH GRADE DEPTH OF FILTER MATERIAL BENEATH TILE IN. ABOVE TILE__ WELL: TYPE ~'~,,~:~/~"~ , DEPTH. ~ _OT LINE .~c'J ~ ~ NEAREST .~ SEPTIC · SEWER LINE ., TANK WATER DISTANCE FROM ' //'-~"/ SAMPLE_~jf~/~ , NEAREST BUILDING FOUNDATION /,~,~- / SEEPAGE /' OTHER SYSTEM /~'~ CESSPOOL '~ . SOURCES__ DIS]ANCES: J DIAGRAM OF SYSTEM ?/ I HEALTH AI~IHORITY GREATEL aNCHORAGE AREA )ROUGH HEALTH DEPARTMENT 327 Eagle St. Anchorage, Alaska 99501 279-2511 Csse SEWAGE DISPOSAL SYSTEM - APPLICATION & PERMIT NAME OF APPLICANT ~-~ RESIDENCE ADDRESS_ )~., J/'~ ~,, LEGAL DESCRIPTION APPLICATION TO INSTALL: SEPTIC TANK TO SERVE THE FOLLOWING FACILITY FINANCED THROUGH PERCOLATION TEST RESULTS MAILING ADDRESS LOCATION OF INSTALLATION SEEPAGE PIT ~ , DRAIN FIELD ~f ~{~'[ ANTICIPATED OATEOF COMPLETION PHONE NO, ,OTHER THIS IS TO SERVE AS ~'-~X~,or~. / ,PERMIT T01NSTALLA '-.~?'/'~. 9/~ -~'/;~P4'~. AS DESCRIBED BELOW. SIZE OF UNIT TO BE SERVED SEPTIC TANK SIZE DISTANCES: Health Authority I certify that I am familiar with the requirements of Greater Anchorage Area Borough Ordinance No. 28-68 and that the above described system is in accordance with said code. DATE / ,/hRE^TER ^NCHOR^GE ARE^ BOROU H' HEALTH DEPARTMENT CASE 327 EAGLE STREET ANCHORAGE~ ALASKA 99501 Performed For ~£, ./)t~A/. { ~x~:b .('~,,~. ) Date Performed /9-_ ~ q ?0 .. Legal DescPiption: Lot ....~.._.Block..a~. Subdivision /~/~,.; ,o~,~./~ 'F/Z,,.,c /, c/~3/~¢ This Form Reports a: So~ls Log ~.~ , -, , /P~¢olatiofi .Test .... - ..... Depth Feet 3-- g~ Soil Charact eris~ics Location Sketch Was Ground Water Encountered? ~_.~ if Yes~ At What Depth Reading e'rcola%~l on' Date Gross Time Net Time Proposed Instal~Seepage Pit ~ Drain Field Depth Of Inlet FC~/, Depth TO B~it Or T~enc./~_~ COMMENTS :~_ f% ~- e, ~ ~ 2 ~5'',~'/~.¢/~.__.____ ' Test Performed B): ~e~'ge z~ Data Certified By: Q ~- z? ~ ,-~//~ Municipality of Anchorage Development Services Department Building Safety Division On -Site Water and Wastewater Program 4700 South Bragaw St. P.O. Box 196650 Anchorage, AK 99519-6650 www.ci.anchorage.ak.us (907) 343-7904 CERTIFICATE OF HEALTH AUTHORITY APPROVAL FOR A SINGLE FAMILY DWELLING Parcel I.D. 050-781-27 HAA # Expiration Date: 1. GENERAL INFORMATION Complete legal description Lot 7A, Block 2, Upper Eagle River Estates Subdivision Location (site address or directions) 20137 Ptarmigan Boulevard Current Property owner(s) Curtis and Bonnie Dahl Day phone 694-1262 Mailing address Lending agency Mailing address Real Estate Agent Mailing Address P.O. Box 771774 Eagle River, AK 99577 Day phone Day phone Unless otherwise requested, HAA will be held by DSD for pickup. 2. NUMBER OF BEDROOMS: 3. TYPE OF WATER SUPPLY: Individual Well Individual Water Storage Community Class Well Public Water System Four 4 TYPE OF WASTEWATER DISPOSAL: ® Individual On-site ❑ Individual Holding tank ❑ ❑ Community On-site ❑ ❑ Public Sewer ❑ The Municipality of Anchorage Development Services Department (DSD) Issues Certificates of Health Authority Approval (HAA) based only upon the representations given in paragraph 5 by an independent professional civil engineer registered in the State of Alaska. Certificates of Health Authority Approval are required for the transfer of title (except between spouses) for properties served by a single family on-site wastewater disposal and/or water supply system. DSD also issues HAAs upon request to homeowners. Certificates of Health Authority Approval are valid for 90 days from the date of issue for properties served by a private or Class C well and may be reissued with new water sample results less than 30 days old. (Certificates may be reissued for a period of up to one year with valid water samples.) Certificates are valid for one year for properties served by Class A or B wells or a public water system. The Municipality of Anchorage is not responsible for errors or omissions in the professional engineer's work. 4. STATEMENT OF INSPECTION BY ENGINEER As certified by my seal affixed hereto and as of the validation date shown below, I verify that my investigation, based on procedures outlined in the Health Authority Approval Guidelines for this application, shows that the on-site water supply and/or wastewater disposal system is(are) safe, functional and adequate for the number of bedrooms and type of structure indicated herein. I further verify that based on the information obtained from the 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 Anderson Engineering Phone 522-7773 Address P.O. Box 240773 Anchorage, AK 99524 Engineer's Printed Name Michael E. Anderson P.E. Date 5. DSD SIGNATURE Approved for bedrooms. Disapproved. 10/4/2002 Conditional approval for bedrooms, with the following stipulations: t4,f t tc \ (r) 9(�R��/� Additional Comments ; • ON-SITE •'• G)= A rn a WASTEWATER a•PROGRAM IT IT � Attachments: HAA Checklist X Septic System Advisory Well Flow Advisory Maintenance Agreements Supplemental Engineer's Report Other By: Ilel z2e2=zt Original Certificate Date: ©` -2— (Rev. 12/00) Municipality of Anchorage • Development Services Department Building Safety Division = - S p E T Y On -Site Water & Wastewater Program 4700 South Bragaw St. P.O. Box 196650 Anchorage, AK 99519-6650 www.ci.anchorage.ak.us (907)343-7904 HEALTH AUTHORITY APPROVAL CHECKLIST Legal Description: Lot 7A, Block 2, Upper Eagle River Estates Parcel ID: 050-781-27 A. WELL DATA Well type Private If A, B, or C provide PWSID # Well Log (Y/N) N Date completed 81111966 Sanitary seal (Y/N) Y Wires properly protected (YIN) Y Total depth 78 ft. Cased to >40 ft. Casing height (above ground) >24 in. FROM WELL LOG AT INSPECTION Date of test Static water level ft. Well production g_p.m. WATER SAMPLE RESULTS: Coliform 0 colonies/100 ml. Nitrate 2.04 mg./I. Date of sample: 912512002 Collected by: MEA B. SEPTICIHOLDING TANK DATA Tank Type/Material Septic/Steel Tank size 1,250 gal. Number of Compartments 2 Foundation cleanout (Y/N) Y Depression over tank (Y/N) N Date of pumping Pumper New Construction C. ABSORPTION FIELD DATA 1002002 48 ft. 5.5 g.p.m. Other bacteria 0 colonies/100 ml. Date installed 911612002 Cleanouts (Y/N) Y High water alarm (Y/N) N Date installed 911712002 Soil rating (g.p.d./ft2 or ft2/bdrm) 1.2 GPDISF System type 5' Wide Trench Length 71 ft. Width 5 ft. Gravel below pipe 2 ft. Total depth 7 ft. Eff. absorption area 507 ft2 Monitoring tube Y Depression over field N Date of adequacy test Results (Pass/Fail) For 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) N If yes, give date D. LIFT STATION Date installed "Pump on" level at Datum Size in gallons in. "Pump off' level at in. Cycles tested E. SEPARATION DISTANCES SEPARATION DISTANCES FROM WELL ON LOT TO: Septic tank/lift station on lot >100' Absorption field on lot >100' Public sewer main NIA Sewer /septic service line >25' Manhole/Access (Y/N) High water alarm level at Meets alarm & circuit requirements? On adjacent lots >100' On adjacent lots >100' Public sewer manhole/cleanout NIA Holding tank NIA SEPARATION DISTANCES FROM SEPTIC/HOLDING TANK ON LOT TO: Building foundation >5' Property line >5' Absorption field >5' Water main NIA Water service line >10' Surface water >100' Wells on adjacent lots >100' SEPARATION DISTANCE FROM ABSORPTION FIELD ON LOT TO: Property line >10' Building foundation >10' Water main >10' Water Service line >10' Surface water >100' Driveway, parking/vehicle storage >10' Curtain drain None Noted Wells on adjacent lots >100' F. COMMENT'S Well Information From Municipal Archives. ' :•OF G. ENGINEER'S CERTIFICATION `•.°°° /o^: °o, = Z J- I certify that 1 have determined through field inspections and review of Municipal records that the above systems are in conformance with MOA HAA guidelines in effect on this date. cry., . r C�'r: Engineer's Printed Name Michael E. Anderson, P.E. Date 1014/2002 HAA Fee $ 3 � 5 - Waiver Fee $ Date of Payment l c ! q LO L Date of Payment Receipt Number 02- (9 _ Receipt Number (Rev. 12/00) in_ z01'" d _idlol -- Wb80:8 " 100—OWII pania088 v 33006 gip-• f �`'�� i 190 rc�• e .� � !-�,` era•:.. ��'- �� : �9i o•q e. a woa . - �::1. 8Yd-s y r-•,� Z0iZ0'd �08Sb69 L.5- z7�9z z7�9z ;'s oc zo�a� [1j, ✓j, AS -BUILT - k hereby certify that I have sure ed the following described property. L d r "7A of>�' z., ��GL� P1 ER FsT TES Anchorage Recording Precinct, Alaska;'and that the improve- ments situated thereon are within the.propetty lines and do not overlap or encroach on the property lying adjacent thereto,that no improvements on property lying adjacent thereto encroach on the premises in question and that there Are' no roadways, - transmission lines'or other visible easements on said property • except as indicated hereon. Dated at Er 4Je River, Alaska thisL 2� day of J'" h � ROBERT C. JOHNSON - SCALE: Regiateied Land Surveyoro. 8t3 LS ' Box.710 55, Ea & River, Al&Wa 99571 � ne t9n -2543: _ J1W -M iN3G I Sia SS : 60 Z00Z-170—l3o t `U. o ;'s oc zo�a� [1j, ✓j, AS -BUILT - k hereby certify that I have sure ed the following described property. L d r "7A of>�' z., ��GL� P1 ER FsT TES Anchorage Recording Precinct, Alaska;'and that the improve- ments situated thereon are within the.propetty lines and do not overlap or encroach on the property lying adjacent thereto,that no improvements on property lying adjacent thereto encroach on the premises in question and that there Are' no roadways, - transmission lines'or other visible easements on said property • except as indicated hereon. Dated at Er 4Je River, Alaska thisL 2� day of J'" h � ROBERT C. JOHNSON - SCALE: Regiateied Land Surveyoro. 8t3 LS ' Box.710 55, Ea & River, Al&Wa 99571 � ne t9n -2543: _ J1W -M iN3G I Sia SS : 60 Z00Z-170—l3o ~zv- -- GREATER ANt, HO!~,~GE AREA BOROUGH D~}drcment. of Environmental quali~y 3500 Tudor Road, /H'iGhoY'8~2, Aiaska 99507 279--8686 ~ ~ ~A~ Date Received~ [ Date ef Inspectio~ REQUEST FOR APPROVAL OF I~IVIDUAL SE',~;E9 & P72TER FACILITIES FOR 1. A~proval RequesLed 2. Proosrfiy O~mer: Phone 4. Lo ..... on. 5. Type of Facility ~o b. Inspected: . Number of Bedrooms: 6.. Well Data: ~ · ,. C, Construction D. Bacterial Anal~sxs 7. Sewage Disgoss1 System: /_ ff ' ~ , E. Disposal Field: Tofial Length of Lines 8. DJ, s~snces: a. ~¥~n ~o, s~pu= ~k],/~/_, ab~o~p~io~ ~ , Nearest Lot Line · Other Contamination B. Foundation to Septfc Tank "} Absorption Area C. Absorption Area to N~arest Lot Line 3~t I{bquas% for Al)pt'oval of Individual Sec.;er & Water }:acilities Page Comments: ~roater ^nchorag~ Area Borough, 9erartment of 5nviro~.enta] Quality I certify that the information contained in this request for approval to be a true and accurate representation of the subiect sewer and water faci!tt~es located at: