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Home My WebLink AboutKINCAID HEIGHTS LT 1Ki*ncai*d Heights Lot 1 #011 - 122-01 Municipality of Anchorage On -Site Water and Wastewater Program • (907) 343-7904 Page 1 of 3 ON-SITE WASTEWATER INSPECTION REPORT Permit Number: OSP141181 PID Number: 011-122-01 Dwelling: N Single Family (SF) ❑ Duplex (D) ❑ Multiple (SF and/or D) Project: ❑ New X Upgrade Name: ED DAUGHERTY ABSORPTION FIELD ❑o Deep Trench ❑ Shallow Trench ❑ Bed ❑ Mound Address 6701 LAUDEN CIR., ANCHORAGE, AK ❑ Other Phone Number of Bedrooms Soil Rating Total depth from original grade 5 0.8 GPD/SF 11.8 Ft. LEGAL DESCRIPTION Depth to pipe invert from original grade 4.4 Ft. Gravel depth beneath pipe 7.3 Ft. Subdivision Block Lot KINCAID HEIGHTS 1 Fill added above original grade 0-1 Ft. Gravel length 15 Ft. Township Range Section Gravel width 3 Ft, Beds: Number of Lines NA Distance between lines NA Ft. SEPARATION DISTANCES To Septic Absorption Holding Sewer Total absorption areaNumber of trenches Dist. between trenches From Tank Field Lift Station Tank Line 219 Ft, 1 NA Ft. Well >100' TANK ❑ Septic ❑ S.T.E.P. ❑ Holding ❑ Other Manufacturer Capacity Gal. Surface Water >100� Material Number of compartments Lot Line >10' NA Foundation >10' LIFT STATION Manufacturer Capacity Gal. Curtain Drain >50' Remarks INSTALLED 15 FEET OF TRENCH TO Pump on level at in. Pump off level at in. High water alarm at in. INCREASE ABSORPTION FIELD CAPACITY TO 5 BEDROOMS Pump make and model Electrical Inspections performed by PIPE MATERIAL Housetotank 3034 Tankto3034 draintield Installer DEAN CONSTRUCTION Drainfeld 3034 CO/MT3 34 Inspector LARS SPURKLAND & ANSON MOXNESS BENCH MARK (Assumed elevation) 100 It Inspection t� 6/26/14 Zdd 6/26/14 Location and description ectio 3'" a" BOTTOM SIDING @ "A" ON SHEET 2/3 COMMUNITY DEVELOPMENT DEPARTMENT APPROVAL E Stamp OF q �\ Conditional Approval: Date � H R E. SPURKLAND.� 115 0�� Approved U Date" I-/ Inspection RepckV9-1#T2,4og/ NEW RfSERV£ TRENCH DIMENSIONS 3' WIDE, 60' LONG, 9 FEET ROCK = 1080 SO FT [EXISTING TRENCHI KINCAID ROAD LOT 2 CNED TO EXISTING TRENCH CH ADDITION LENGTH 15 FEET CH ADDITION WIDTH 2 FEET EXCAVATION DEPTH 12 FEET ' DEPTH 7.5 FEET R 4 FEET SWING TIES A B DF. C.O. C 36.5' 44.5' DR. M. I. D 37' 45.5' K I N C A I D HEIGHTS S/D TN* PERFORMED BY ERES/LOUIS BUTERA P.E. 6/1/98 NOTE.• SLOPES EXCEEDING 25% WERE NOT OBSERVED WI7HIN 50 FEET DOWN GRADIENT OF THE PROPOSED ABSORPTION FIELD LOCATION. NOTE. THIS IS NOT A SURVEYED PLAT. WELL & SEPTIC LOCATIONS TAKEN FROM ON-SITE WATER AND WASTE WATER DEPARTMENT DOCUMENTAOON. ALL LOCATIONS SHOWN ARE APPROXIMATE. 25 0 25 50 75 100 125 150 SCALE' I' = 50 FT 4' CONTOUR LINES ZZ i SPURKLAND ENGINEERING I I KINCAID HEIGHTS LOT 1 I I SEPTIC SYSTEM ASBUILT ANC W TH. AVENUE ANCN AK.K,99501 ED DAUGHERTY BATE., JULY 7 2014 (907) 279-3916 6701 LAUDEN CIR ANCHORAGE AK 99502 SHEET, 2/3 GRID: SV2222 PERMIT # OSP141181 PID # 011-122-01 KINCAIDH£I6HTSLI.SC50-ASB.DV6 EXISTING / TRENCH TRENCH ADDITION Beep Trench Upgrade: Connect to Existing Trench 2' Wide 15' Long 12' Max. Depth 7.3' Sewer Rock 4' Cover Connected to Existing Trench MP P!f MYear SON UEV-AL4 DOUBLE CL£ANOUTS EXISTING 1500 GALLON SEPTIC TANK NO SCALE Trench Elevation (TyP) Cleanout Monitor Silt Barrier ra afv. m2 4' Cover 7.3 ft of Septic Rock KWH MARK &)TION SOM AT A' _f',fr $��••� ASSUMED £[EVAnON 100 fn7 SPURKLAND ENGINEERING IWAID HEIGHTS LOT 1 SEPTIC SYSTEM ASBUILT 203 W 15TH AVENUE ED DAUGHERTY DAT£: JUN£ 26 2014 ANCH AK. 99501 (907) 279-3916 6701 LAUREN CIR ANCHORAGE AK 99502 SHEET: 3/3 GRID: SV2222 PERMIT # USPI41181 PID # 011-122-01 KINCABHEI6HTSLLB3-ASRDW6 On -Site Wastewater Disposal 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: OSP141181 Tax Code Number: 01112201000 Work Type: Septic Upgrade Permit Effective Dates: June 19, 2014 to June 19, 2015 Design Engineer: SPURKLAND ENGINEERING Subdivision: KINCAID HEIGHTS Site Legal Address: G2222 Owner/Address: DAUGHERTY EDWARD D & TIEDEMAN CYNTHIA D 6701 LAUDEN CIR ANCHORAGE AK 995023973 Site Mailing Address: 6701 LAUDEN CIR, Anchorage Lot Size in Sq Ft: 42380 Total Bedrooms: 5 This permit is for the construction of: Y Disposal Field N 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. Receive Issued MUNICIPALITY OF ANCHORAGE nliki Community Development Department Phone: 907-343-7904 Development Services Division Fax: 907-343-7997 On -Site Water & Wastewater Program ON-SITE SEWERNVELL PERMIT APPLICATION Parcell.D. 011-122-01 Property owner(s) ED DAUGHERTY Mailing address 6701 LAUDEN CIR ANCHORAGE AK 99502 Site address SAME Legal description (Sub'd., Block & Lot) KINCAID HEIGHTS LOT 1 Day phone Legal description (Township, Range & Section) Lot Size Sq. Ft. Number of Bedrooms 5 APPLICATION IS FOR: (® all that apply) Absorption Field Septic Tank Holding Tank Privy Private Well Water Storage THIS: APPLICATION IS AN: TYPE OF DWELLING: Initial ❑ Single Family (SF) ( Upgrade Elw/wo ADU) Duplex (D) Renr BIVIRTA Multiple Dwellings (SF and/or D) JUN 0 9 2014 INCLUDES A VARIANCE ! WAIVER REQUEST FOR: Distance: I certify tfiat the above information is correct. I further certify that this is in accordance with applipable Municipal Codes. property owner or Permit/Rush Fees: 641 — Waiver Fees: _ _ 1 Date of Payment: (0 149k )14 GJros Date of Payment: Receipt Number: 6225S! G Receipt Number: Permit No. —1Y:-iI N I Io I Waiver No. Permit App_9-1-12.doc x❑ &is Spurkland Engineering Environmental Consulting and Design SEPTIC SYSTEM DESIGN KINCAID HEIGHTS LOT 1 Municipality of Anchorage June 6, 2014 Development Services Department On Site Water and Wastewater Program 4700 Elmore Road Anchorage, Alaska 99519 Subject: Septic System Installation Permit 6701 Lauden Circle Ladies and Gentlemen: I am writing to request a septic system installation permit for the above referenced property. The existing septic system is designed for a 4 bedroom home and the existing home contains 5 bedrooms. Soil logs, design calculations, a site plan, design drawings and construction specifications are enclosed for your review. Design Calcs: Groundwater was not observed up to a depth of 19 feet below ground surface (6/4/14). Soil Rating. From ERES Testhole 6/11/98 14.1 min/in = 0.8 gal per sq.ft/day No. of Bedrooms 5 Required Area per Bedroom: 150/ 0.8=187.5sq.ft. Total area required: 187.5 x 5 = 937.5 sgft Existing area = 759 sqft Additional area needed = 937.5 — 759 = 178.5 System: We are proposing adding aline to the existing field connected with a T junction. The absorption field addition will be 15 feet long and 3 feet wide and contain 7.3 feet (219 sq.ft. effective) of sewer rock. This will result in the field containing 978 sq ft of effective absorption area. A new reserve trench will be 3 feet wide, 70 feet long, 13 feet deep, and contain 8 feet of sewer rock for 1120 sq ft of effective absorption area. Soils: A new test hole was excavated on June 3rd, 2014. Seethe attached soil logs. Ground water monitoring will continue through construction of the septic system. No ground water was 203 West 15`" Avenue Suite 203, Anchorage, AK 99501, Phone: (907) 279-3916 Fax: (866) 354-1597, Lspurkland@gci.net Spurkland Engineering Environmental Consulting and Design found in the 1998 ERES test hole on June 3rd, 2014 to a depth of 19 feet. Surface Water: There are no surface waters within one hundred feet of the proposed septic system upgrade. Topography: The ground level is generally level in the area of construction. Waivers: None The installation of this septic system will not prevent wells and septic systems from being installed on the adjacent lots. The proposed septic system will not change the general slope of the area. Ponding and/or concentration of surface runoff will not result from this installation. If you have any questions or concerns, please contact me at 279-3916. Sincerely, L ?iY'� u and, P.E. Civil Engineer 203 West 15th Avenue Suite 203, Anchorage, AK 99501, Phone: (907) 279-3916 Fax: (866) 354-1597, Lspurkland@gci.net / KINCAID ROAD LOT f LOT IA ` � W I � I I _ — LOT 2 "tlE S1 II \ / [ I I I LOT 18 V COT 3\ ' j � 7 LOT 7 LOT 4- / / LOT 6 \ I— LOT 2A / r I — J Lor 28 q NOT£.' KINCAID HEIGHTS SUBDIVISION IS SERVED 1 BY A PUBLIC WATER SUPPLY -moi AV Til• PERFORMED BY FRES/LOUIS BUTERA P.E. 6/1/98 �•••••' NOTE.THIS IS NOT A SURVEYED PLAT. WELL & SEPTIC A LOCATIONS TAKEN FROM ON-S17E WATER AND WASTE WATER •�Ci DEPARTMENT DOCUMENTATION. ALL LOCATIONS SHOWN ARE 1�'! APPROXIMATE. 44 50 0 50 100 150 200 250 300 SCALE I' = 100 FT D SPURKLAND :PTIC SYSTEM DESIGN DATE•• JUNE 6, 2014 SHEET 1/3 GRID, SV2222 PERMIT # LISP111OXX PID # 011-122-01 KINCAIDNEIGNTSLLSCIOO.DVG NEW RESERVE TRENCH DIMENSIONS 3' WIDE, 60' LONG, 9 FEET ROCK = 1080 SO FT KINCAID ROAD 10' T&E EASE too TO EXISTING TRENCH 'ADDITION LENGTH 15 FEET ' ADDITION WIDTH 2 FEET LAVATION DEPTH 12 FEET IEPDI 7.5 FEET 4 FEET KINCAID HEIGHTS SID N TH* PERFORMED BY ERES/LOUIS BUTERA P.E. 6/1/98 NOTE.• SLOPES EXCEEDING 25% WERE NOT OBSERVED WITHIN 50 FEET DOWN GRADIENT OF THE PROPOSED ABSORPTION FIELD LOCATNM! NOTE. THIS IS NOT A SURVEYED PLAT. WELL k SEPTIC LOCATIONS TAKEN FROM ON-SITE WATER AND WASTE WATER DEPARTMENT DOCUMIENTADON. ALL LOCATIONS' SHOWN ARE APPROXIMATE. 25 0 215 50 75 100 125 150 SCALE.- I' = 50 FT 4' CONTOUR LINES 5PURKLANV LNUINEEMINGI I KINCAID HEIGHTS LOT 1 ANCH. AK. (I SEPTIC SYSTEM DESIGN 203 W K 99501 TH. AVENUE ED DAUGHERTY DATE: JUNE 18 2014 (907) 279-3916 6701 LAUDEN CIR ANCHORAGE AK 99502 SHEET: 2/3 ORJ�rSV2222 PERMIT # DSP141181 PID # 011-122-01 KINCAIDH£16HTSLLSC50.DV6 RM SFR C SSE LOT 2 . `l j ♦ / / too TO EXISTING TRENCH 'ADDITION LENGTH 15 FEET ' ADDITION WIDTH 2 FEET LAVATION DEPTH 12 FEET IEPDI 7.5 FEET 4 FEET KINCAID HEIGHTS SID N TH* PERFORMED BY ERES/LOUIS BUTERA P.E. 6/1/98 NOTE.• SLOPES EXCEEDING 25% WERE NOT OBSERVED WITHIN 50 FEET DOWN GRADIENT OF THE PROPOSED ABSORPTION FIELD LOCATNM! NOTE. THIS IS NOT A SURVEYED PLAT. WELL k SEPTIC LOCATIONS TAKEN FROM ON-SITE WATER AND WASTE WATER DEPARTMENT DOCUMIENTADON. ALL LOCATIONS' SHOWN ARE APPROXIMATE. 25 0 215 50 75 100 125 150 SCALE.- I' = 50 FT 4' CONTOUR LINES 5PURKLANV LNUINEEMINGI I KINCAID HEIGHTS LOT 1 ANCH. AK. (I SEPTIC SYSTEM DESIGN 203 W K 99501 TH. AVENUE ED DAUGHERTY DATE: JUNE 18 2014 (907) 279-3916 6701 LAUDEN CIR ANCHORAGE AK 99502 SHEET: 2/3 ORJ�rSV2222 PERMIT # DSP141181 PID # 011-122-01 KINCAIDH£16HTSLLSC50.DV6 Deep Trench Upgrade, Connect to Ex/sting Trench 2' Wide 15' Long 12' Max. Depth 7.5' Sewer Rock 4' Cover EXISTING / TRENCH PROPOSED TRENCH 0 0 0 Connect to Existing Trench NO SCALE ADDITION DOUBLE CLEANIUTS IC CI O Trench Elevation (TyP) Cleanout Monitor EXISTING 1500 GALLON SEPTIC TANK 7.5 ft of Septic Rock ISPURKLAND ENGINEERINGI ( AWCAID HEIGHTS LOT 1 I I SEPTIC SYSTEM DESIGN 203 W 15TH AVENUE ED DAUGHERTY BA TE JUNE 18 2014 ANCM AK. 99501 (907) 279-3916 6701 LAUDEN CIR ANCHORAGE AK 99502 SHEET, 3/3 GRID, SV2222 PERMIT # O7141181 PID # 011-122-01 KINCAIDHEI6HTSLI.D3.DWG SpurkIGnd Engineering 203 W. 15th A ve. Ste. 202A Anchorage, AK 99501 TEST HOLE j ___L_ DEPTH 1 2 3 4 5 6 7 8 9 10 1/ 12 13 14 15 16 17 18 19 20 SOIL LOG AND PERCOLATION TEST snq DESCRIPTION DATE., L4- _ IKS WAS GROUNDWATER OBSERVED. _ IF YES, AT WHAT DEPTH.' AFTER MONITORING PERIOD: _ DATE OBSERVED: PERCOLATION TEST.• .and NOTES: rIT FILL I DATE I GROSS TIME I NET TIME I DISTANCE I DROP PERCOLATION RATE. minutes/ Inch PERC HOLE DIAMETER. • 6 inches TEST RUN BETWEEN FT AND FT SITE PLAN: PERFORMED BY: Anson Moxness. 1, Lars Spurkland P.E. CERTIFY THAT THIS TEST WAS PERFORMED IN ACCORDANCE WITH ALL STATE AND MUNICIPAL GUIDELINES IN EFFECT ON THIS DATE. SPURKLAND ENGINEERING EXAM HEIGHTS LOT 1 SOIL LOG PERCOLATION TEST 203 W 15TH, AVENUE ANCH, AK. 99501 ED DAUGHERTY DATE, JUNE 6 2014 (907) 279-3916 1 6701 LAUD£N CIR ANCHORAGE AK 99502 1 GRID #: SW2222 PERMIT # PID # 011-122-01 N • rH — — — — — — — — — — • 1 � • • PERFORMED BY: Anson Moxness. 1, Lars Spurkland P.E. CERTIFY THAT THIS TEST WAS PERFORMED IN ACCORDANCE WITH ALL STATE AND MUNICIPAL GUIDELINES IN EFFECT ON THIS DATE. SPURKLAND ENGINEERING EXAM HEIGHTS LOT 1 SOIL LOG PERCOLATION TEST 203 W 15TH, AVENUE ANCH, AK. 99501 ED DAUGHERTY DATE, JUNE 6 2014 (907) 279-3916 1 6701 LAUD£N CIR ANCHORAGE AK 99502 1 GRID #: SW2222 PERMIT # PID # 011-122-01 Municipality of Anchorage Page / of a DEPARTMENT OF HEALTH AND HUMAN SERVICES ENVIRONMENTAL SERVICES DIVISION P.O. Box 196650 • Anchorage, Alaska 99519-6650 • Telephone: 343-4744 On -Site Wastewater Disposal System and/or Well Inspection Report Permit Number: S w 4f a/ 9 / PID Number: O / / / Zi� Name: Wastewater System: ;New ❑ Upgrade Address: ABSORPTION FIELD '/ S l00 i�J7 ovvT/c as i/iv GL.o ray �- Phone: No. of Bedrooms: 1 Deep Trench ❑ Shallow Trench ❑ Bed ❑ Mound ❑ Other - 3 0 - S' 7 o S L/ LEGAL DESCRIPTION Soil Rating: O S Total Depth from original grade: GPD/SFt ,P - Lot: Block:��/ Subdivision: Depth to pipe bottom from original grade: Gravel depth beneath pipe /V /6 // /(✓ G 4 . c/ j/e f.0 fJ V, 6 Ft. 7, '3 Ft. Township: Range: Section: Fill added above original grade: Gravel length: O Ft. S-� Ft. WELL: ❑New ❑ Upgrade Gravel width: - Number of lines: / Distance between lines: ,j/i 3 Ft. /v )A Ft. Classification (Private, A,B,C): Total Depth: Cased To: Total absorption area: Pipe material: y c G✓a K -h' Ft. Ft. 7 S 9 SD. Ft. -4r7-T 3 0 3 y F B /O Driller: Date Drilled: Static Water Level: Installer: LG Date installed: Ft. j/apmir•r //-//-rT� Yield: Pump Set at: Casing Height Above Ground: TANK GPM Ft. Ft. SEPARATION DISTANCES lS�,Septic ❑ Holding ❑ S.T.E.P. To Septic Absorption Lift HoldingPublic/Private Manufacturer: Capacity in gallons: From Tank Field Station Tank Sewer Lines . ,i A'r 'd / $�uJ Welh t1o� t'�uv tot�o t..2u✓ t/po Material: Stre/ Number of Compartments: � Surface t/OJ t/o✓ t7io r/vv t /oma LIFT STATION Water Lot / / N/.+ Size in gallons: Manufacturer: Line 3 ¢ / O / /n /O ' / "Pump on" level at: "P off" level at: High water alarm at: Foundation ��/ S CurtainPump Make I Mode Electrical Inspections performed by: Drain NQ/ BENCH MARK Remarks: sewn. ee4 re Location and Description: f0 7 3 / /ems r'z 4,( jalteee 7t) 5 / i'o %G Gf G �a q l= r._ GAizAGF i'LR rd Assumed Elevation: L/h •r6 �7yN -4 /a e) ENGINEER'S SEAL OF 41. Oil ei T 's�•de•erw,� �� • ase�� ®p p�, � 1I j•� Inspections performed by: Dates: 1st 0j�- 's Y • 2nd // _ /s -9F V MOOD" e•sse• O•q•••N• .w Health Human Services approval Apse•4 oase•wiro+..•eaowa� A,i Louis A.Butera Department of and a: ��+ `fib CE -6736 Date: -26 - Reviewed and approved by: �� Pt7f)fESSi�� 72-013 (Rev. 9/91) MOA 25 Permit No. • SW 9fy / 5' I o9— Page • of • Municipality of Anchorage DEPARTMENT OF HEALTH AND HUMAN SERVICES ENVIRONMENTAL SERVICES DIVISION P.O. Box 196650 Anchorage, Alaska 99519-6659 Telephone: 343-4744 On -Site Wastewater Disposal System and/or Well Inspection Report Legal Description: »KINCAID HEIGHTS Lot 1 PID No.: • D///aa0 r KINCAID RD. All Wells +100' Distance 10' Tele and Elec ESMT N 1500 Gallon LOT 1 �? Septic Tank No wells T®� C SWING TIES +1+ B A—C = 21' j B—C = 25 House A—D = 56' Location B—D = 66' I LOT 1 a /w, / tde �— i Approx Keybox Pv Scole 1"=50' Location 1/20/98 /ENGINEER'S SEAL ELEVATIONS1�� of=9• Cnaale gab F (NOT TO SCALE) WME0 ELEV - 100.00 0 0 D o Q . S Opo OMQUAL UNO &� AT: 0 O�TH •'7 II�HIII O 4 9 — ' •.-� Qp 1 U m 0 ............................:....D a• NO CWT 7500 Gol. 7&e .....................:. Septic 94,1 bnllam 4• i�a�aa. DO �'•• LOUISBUTERA :. 0 Tank a.� 94'' Q �S'•. CE -6735 �O 95.9 /YIom Gory IW'� PAGE 1 OF 1 MUNICIPALITY OF ANCHORAGE DEPARTMENT OF HEALTH AND HUMAN SERVICES P.O. BOX 196650, 825 "L" STREET, ROOM 502 ANCHORAGE, ALASKA 99519-6650 ON-SITE WASTEWATER DISPOSAL SYSTEM PERMIT PERMIT NUMBER:SW9c8�0191//1� I DATE ISSUED: 6/19/98 DESIGN ENGINEER: Ce"u 1C�u� �n D �� EXPIRATION DATE: 6/19/99 OWNER NAME:DAUGHERTY EDWARD D & OWNER ADDRESS:4560 MONTROSE ANCHORAGE ALASKA 99515 PARCEL ID:01112201 LEGAL DESCRIPTION: KINCAID HEIGHTS LT 1 LOT SIZE: 42380 (SQ. FT.) NUMBER OF BEDROOMS: 4 THIS PERMIT: 4 THIS PERMIT IS FOR THE CONSTRUCTION OF: DISPOSAL FIELD /SEPTIC TANK SYSTEM ALL CONSTRUCTION MUST BE IN ACCORDANCE WITH: 1. THE ATTACHED APPROVED DESIGN. 2. ALL REQUIREMENTS SPECIFIED IN ANCHORAGE MUNICIPAL CODE CHAPTERS 15.55 AND 15.65 AND THE STATE OF ALASKA WASTEWATER DISPOSAL REGULATIONS (18AAC72) AND DRINKING WATER REGULATIONS (18AAC80). 3. THE ENGINEER MUST NOTIFY DHHS AT LEAST 2 HOURS PRIOR TO EACH INSPECTION. PROVIDE NOTIFICATION BY CALLING 343-4744 ( 24 HOURS ) . (NOT REQUIRED FOR WELL ONLY PERMIT) 4. FROM OCTOBER 15 TO APRIL 15 A SUBSURFACE SOIL ABSORPTION SYSTEM UNDER CONSTRUCTION DURING FREEZING WEATHER MUST BE EITHER: A. OPENED AND CLOSED ON THE SAME DAY B. COVERED, SEALED AND HEATED TO PREVENT FREEZING 5. THE FOLLOWING SPECIAL PROVISIONS. I SPECIAL PROVISIONS: RECEIVED B ISSUED BY: n DATE • (0-4- Z V DATE: 6-U- s Eagle River Engineering services Louis Butera, P.E. P.O. Box 773294 (907) 694-5195 tel Eagle River, AK 99577-3294 (907) 694-3297 fax June 11, 1998 Jim Cross, P.E. Manager, On -Site Services Municipality of Anchorage P.O. Box 196650 Anchorage, AK 99519 Re: Kincaid Heights Lot 1 Narrative & Permit Application Dear Mr. Cross: The proposed well and septic system will have very limited impact on adjacent properties for the following reasons: The surrounding lots are large, allowing sufficient room for septic sites. 2. Immediate neighboring septic systems are all +30' distance. 3. Reserve space is adequate, due to absorption capacity and public water. 4. Drainage will not be affected and is not a major consideration in our design. If you have any questions please call our office at 694-5195. Sincerely, Louis Butera, P.E. \1997\98-038-NAx.Doc Eagle River Engineering services Louis Butera, P.B. P.O. Box 773294 (907) 694-5195 tel Eagle River, AK 99577-3294 (907) 694-3297 fax SPECIFICATIONS FOR ON-SITE SEPTIC SYSTEM LEGAL: Kincaid Heights Lot 1 6/11/98 A. GENERAL 1. The well and septic plan are for a single family residence only. 2. The drawing and or site plan shall be a part of this specification. 3. All materials and workmanship shall meet the Anchorage Department of Health and State Department of Environmental Conservation requirements. 4. All soil tests are advisory to the design and are to be verified or modified in the field by the engineer. 5. All excavations and depths are advisory and are to be verified in the field by the contractor to meet Municipality of Anchorage, Department of Environmental Conservation requirements. 6. It is the responsibility of the owner to obtain all necessary permits or easements and to locate any adjacent multi -family wells. . 7. The excavation is to be exactly in the area shown on the site plan, any deviation requires engineer approval. 8. It is always recommended that a surveyor locate the nearest lot line position and the location of any easements. 9. Any remaining open test hole excavations shall be filled. B. SEPTIC TANK 1. Septic tank shall have a minimum capacity of 1250 gallons and be of MOA approved design. C. TRENCH 1. The trench is to follow the natural land contour to maintain uniform total depth of the trench bottom. 2. The bottom of the trench shall be level, plus or minus 1.5". 3. The total depth of the trench excavation is not to exceed 12' at any point. 4. The effluent line within the trench shall be laid level within 0.03'. 5. The trench gravel is to be covered with typar fabric material. 6. Soil or combination of soil and extruded board insulation to a depth of 3' or equivalent is to be placed over the leachfield. 7. The area over the trench is to be finish graded to prevent ponding of surface water runoff. 8. The septic tank and leachfield must not be closer than 100' to any existing private well, 150' to any Class "C" well, or 200 feet to any community well. RECOMMENDED LEACHFIELD DIMENSIONS: TOTAL DEPTH= 12' GRAVEL DEPTH = 9' under pipe, 2" over pipe TRENCH LENGTH= 42' TRENCH WIDTH = 3' SOIL RATING = 0.8 GPD/ft2 BEDROOM CAPACITY = 4 SEPTIC TANK = 1250 gallon Twenty-four (24) hours notice required for all inspections. \ 1 997\98-038-spec.doc KINCAID RD. 10' Tele and Elec ESMT — — — — — — — — — — — — — — — — — — — — — — — — — — — — — All Wells , +100' Di tonce o x 1250 Gallon 2 Septic Tank TH1 p I. I No Wells +tomI LOT 1 , Prop House , Location I I O ---J LOT 1 i X54 a <N 0\\ Approx Keybox Location / PUBLIC WATER SYSTEM NO SURFACE WATER NO KNOWN CURTAIN DRAINS SEPTIC SITE PLAN LEGAL: Kincaid Heights Lot 1 CLIENT: Hcgmeier CONTRACTOR: Ha meier JOB# 98-038 1 DATE: 6/10/98 SCALE 1 EAGLE RIVER ENGINEERING P.O. Box 773294 EAGLE RIVER, AK. 99577 (907) 694-5195 FAX. (907) ® — TEST HOLE • — MONITOR TUBE o — SEWER CLEANOUT — KEYBOX — — — — EASEMENT — PROPOSED LEACHFIELD — EXISTING LEACHFIELD = 50' SERVICES 694-329 OF o .,, '*:'49TH lV . z � 0 1 �, LOUIS A. BUTERA: �� y CE -6736 dQo° ° n �'ESSIONp�'�O� o a EAGLE RIVER ENGINEERING SERVICES P.O. Box 773294 Eagle River, Alaska 99577 (907) 694-5195 ERES Project No.: 98-038 Calculated By: LB Date: 6/11/98 Legal: Kincaid Estates Lot 1 TEST HOLE 1 Single Family 4 Bedroom Dwelling Deep Trench Subsurface Wastewater Disposal Field Water use at 150 gallons per bedroom = 600 gallons Percolation rate = 14.1 minutes per inch Wastewater application rate = 0.8 gallons per day per square foot Required absorption area = 750 square feet Trench width (W) = 3 feet Gravel depth (D) = 9 feet Required length = Required absorption area / 2 / D Required length = 750 / 2 / 9 Required length = 42 feet Total Excavation Depth = 12.0 feet Q. O * :•49TH y*I V�.'. LOUIS A. BUTERA; J, '• CE -6736 04��0 � PROF ESS��NPo��vG 98-038-cal.xls 3:23 PM6/11/98 Fr* 1A4 or tt �Mr1 N•N.ON•N••.• Municipality of Anchorage DEPARTMENT OF HEALTH 8, HUMAN SERVICES Louis A.Butera J/� 825 "L" Street, Anchorage, Alaska 99502-0650 ® 'S� CE•6736i SOILS LOG —PERCOLATION TEST �Qa �' r•..•sa..•°�.� PERFORMED FOR: de?�t -fei'4tr C41k,sT DATE PERFORMED: // LEGAL DESCRIPTION: 1l �✓1Cgi�,1 [7 iS, L<r j Township, Range, Section: EST C SLOPE SITE PLAN 2 3 i 4- 6- 7 67 ' 8 9- 10- 12 10 12 31415 13- 14- 15 16- 17 18 ` 19 ` 20 COMMENTS 60 LOW ��` / COH TGNT Loaf�� 61owH �o rTos r aF T11 WAS GROUND WATER A / d ENCOUNTERED? /y S IF YES, AT WHAT L DEPTH? P E Depth to Water Afters Monitoring? Date: Reading Date Gross Time Net Time Depth to Water Net Drop 30 89 z/i Z/i6" S is •' y3 8 �? '/r� 16=/3 3,v S 3116 PERCOLATION RATE ry'/ (minutes/inchh)) PERC HOLE DIAMETER TEST RUN BETWEEN_ FT AND o FT PERFORMED BY: CERTIFY THAT THIS TEST WAS PERFORMED IN ACCORDANCE WITH ALLSTATE AND MUNICIPAL GUIDELINES IN EFFECT ON THIS DATE. DATE: a r • '� Municipality of Anchorage dip On -Site Water and Wastewater Program , / (907) 343-7904 ' Parcell.D. 011-122-01 1 Certificate of On -Site Systems Approval GENERAL INFORMATION Expiration Date: & - 4_/G Complete legal description KINCAID HEIGHTS LOT 1 Location (site address) 6701 LAUDEN CIRCLE, ANCHORAGE, AK 99502 Current Property owner(s) ED DAUGHERTY Mailing address Real Estate Agent Day phone 242-0014 Day phone r 2. TYPE OF DWELLING: Q Single Family (w/wo ADU) !+ ❑ Duplex v ❑ Multiple Dwellings (Single Family and/or Duplex) 3. NUMBER OF BEDROOMS: 5 4. TYPE OF WATER SUPPLY: TYPE OF WASTEWATER DISPOSAL: Individual Well ❑ Individual 0 Individual Water Storage ❑ Holding Tank ❑ Community Class Well ❑ Community ❑ Public Water System 0 Public Sewer ❑ Waiver/Variance request for: NONE Distance: Received by: '�:./ L; G J 4 Date: COSA to be releas d to the "gineer, unless otherwise requested by the engineer. COSA Fee $ c?J •'5DII+ IW,IC) "kf _ 2,9�'� Waiver Fee $ _ Date of Payment � d c J) `!�y r C1,,_ Date of Payment Receipt Number ��'t0f 13L -I 1, Receipt Number V.(! COSA # —1" 13 \ 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 SPURKLAND ENGINEERING Address 203 W. 15TH AVE.,STE.202A, ANCHORAGE, AK 99501 Engineer's Printed Name LARS SPURKLAND 6. DSD SIGNATURE System #1 Approved for bedrooms System #2 Approved for bedrooms Disapproved Phone 279-3916 Date 7Qf20 f4'•=.. ,,� Cif-, A4 4Se 49 it E.SPURKL,A L-, js 1150 �d .2 Conditional approval for bedrooms, with the following stipulations: By: 2 Original Certificate Date: q " ✓ 7 The ilif Anchorage Development Services Division (DSO) 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. rAlw_riIF_[y:hr,l_4:ll COSA Checklist X Nitrate Advisory Septic System Advisory Arsenic Advisory Well Flow Advisory Other COSA blue sheet . i - If more than I septic system is on the lot: COSA Checklist # 1 of 1 Structure served by this system 1 Certificate of On -Site Systems Approval Checklist Legal Description: KINCAID HEIGHTS LOT 1 A. WELL DATA PLIC WATER Well type If A. B, or C provide PWS ID # Date completed Sanitary seal (Y/N) — Total depth ft. Cased to ft. FROM WELL LOG Date of test Static water level Well production WATER SAMPLE RESULTS: Coliform colonies/100 mL Parcel ID: 011-122-01 Well Log (Y/N) Wires properly protected (Y/N) Casing height (above ground) in. AT INSPECTION ft. --- 9.p.m. Nitrate mg/L Arsenic ug/L Date of sample: Collected by: ft. g. p. m. B. SEPTICIHOLDING TANK DATA Tank Type/Material STEEL Date installed 11/11/98 Tank size 1500 gal. Number of Compartments 2 Cleanouts (YIN) Y Foundation cleanout (Y/N) Y Date of pumping 5/6/14 C. ABSORPTION FIELD DATA Depression over tank (YIN) N High water alarm (Y/N) N Pumper ISAAC'S PUMPING SERVICE Date installed Soil rating (g.p.d./ftZ or ftz/bdrm) 0'8 System type DEEP TRECH Length 55+15 ft. Width 3.5 & 3.0 ft. Gravel below pipe 7.3 & 7.3 ft Total depth 11.9 ft. Eff. absorption area 978 ftZ Monitoring tube Y Depression over field N Date of adequacy test 6/4/14 Results (Pass/Fail) PASS For 5 bedrooms Fluid depth in absorption field before test 53 in. Water added 750 gal. New depth 73 in. Elapsed Time: 255 min. Final fluid depth 70 in. Absorption rate >= 750 g.p.d. Any rejuvenation treatment (past 12 mo.) (YIN & type) If yes, give date D. LIFT STATION Date installed "Pump on" level at Datum VdlZI1111111501UFol MCo71 Size in gallons in. "Pump off' level at ' in. Cycles tested Manhole/Access (Y/N) ' High water alarm level at in. Meets alarm & circuit requirements? Septic tank/lift station on lot On adjacent lots Absorption field on lot On adjacent lots Public sewer main Public sewer manhole/cleanout Sewer /septic service line Holding tank Animal containment areas Manure/animal excrete storage areas SEPTIC/HOLDING TANK ON LOT TO: Building foundation 5+ Property line 51+ Water main 10+ Water service line 10'+ Wells on adjacent lots 100+ (200'+) ABSORPTION FIELD ON LOT TO: Property line 10+ Building foundation 10+ Water Service line 10+ Surface water 100'+(N.O.) Curtain drain 50'+ (N.O.) Wells on adjacent lots 100'+ 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 LARS SPURKLAND Date 7/7/14 COSA brown sheet -10 -10 -12 -doe Absorption field 51+ Surface water 100'+ Water main NA Driveway, parking/vehicle storage 100 6.4 l r: 49 T -Vr.TXA VU'KLAND: r •• 1 50 �� ' F�PRO'F $$10�q��r^ 8400E -0 --1 m cr; x > Cl) con om o to >mm > -,u m =(o zm rm z 0 C-01 0 A � 0 50 . n mom ozm t� � -m' cc C? ar m;o 10 wm- V 0 m 007 x;o m ow m 0 �q4 j m -n 0 > OD co co (P C5 COD 6 0 00 V9 0 qcv, m OD 0 0 m (D. 13 00 .000 \.A 00 Lo . 00 \gp 00, 00 ca m 0 a g 44, > Z, 2,55aml m 0 C 2 �ip F= I I 6; 0 .0 > z 0 oagw.0352 o 5 9z 0 0 ;u , i L 92. m rz, f, 0' T & E Easement //Cq/�v7b 0 'R R F, * 4,94 > �� r ip 0, r-> 5: 2 slug (n N00012'52"W 0 m 00 85.11 V�6 C) C) > INGRAM STREET 54 1 , 0 CO Ran a8 0 5- m OD 5 C) m r MUNICIPALITY OF ANCHORAGE DEPARTMENT OF HEALTH & HUMAN SERVICES Division of Environmental Services On -Site Services Section P.O. Box 196650 Anchorage, Alaska 99519-6650 343-4744 CERTIFICATE OF HEALTH AUTHORITY APPROVAL FOR A SINGLE FAMILY DWELLING Parcel I.D.# HAA# c��e1�i 1. GENERAL INFORMATION Complete legal description t Location (site address or directions) C A.�rC'�rf l Property owner .mss 2.r t-, Day phone Mailing address �S�o ��orvi ruJ'c c-Lc�< 1-7" Lending agency / Day phone Mailing address Agent �/as� Day phone 3 0 5-'e,I Address Unless otherwise requested, HAA will be held for pickup. 2. NUMBER OF BEDROOMS: 3. TYPE OF WATER SUPPLY: Individual well Community well Public water X NOTE: If community well system, provide written confirmation from State ADEC attest- ing to the legality and status of system. 4. TYPE OF WASTEWATER DISPOSAL: Individual on-site X Holding tank Community on-site Public sewer NOTE: If community wastewater system, provide written confirmation from State ADEC attesting to the legality and status of system. 72-025 (Rev. 1/91) Front MOA u21 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 of this Health Authority Approval application shows that the on-site water supply and/or wastewater disposal system is 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 in compliance with all Municipal and State codes, ordinances, and re ul ions in effect on the date of this inspection. re River En ineeringse° ces Name of Firm ED Box 77a�ne � iir� Phone G � y _ 2 i Address Engineer's signature �- - =� Date 6. DHHS SIGNATURE �(_ Approved for bedrooms. Disapproved. Conditional approval for Additional Comments s ° 1 a�sf-�p�e 9qe Lows A. Butera" - A CE -6736 a Or S 1mUl bedrooms, with the following stipulations: Date The Municipality of Anchorage Department of Health and Human Services (DHHS) issues Health Authority Approval Certificates based only upon the representations given in paragraph 5 above by an independent professional engineer registered in the State of Alaska. The DHHS does this as a courtesy to purchasers of homes and their lending institutions in orderto satisfy certain federal and state requirements. Employees of DHHS do not conduct inspections or analyze data before a certificate is issued. The Municipality of Anchorage is not responsible for errors or omissions in the professional engineer's work. 72-025 (Rev. 1/91) Back MOA a21 RECEIVED Municipality of Anchorage JAN 21 ig DEPARTMENT OF HEALTH & HUMAN SERVICES Environmental Services Division MUNICIPALITY OF AN 825 L Street, Room 502 • Anchorage, Alaska 99501 • (9079n19ELSERVICES DIVISION Health Authority Approval Checklist Legal Description: YY Parcel I.D.: 4' A. WELL DATA Well type _' f A, B, or C, attach ADEC letter. ADEC water system number _ Log present (Y/N) Total depth Sanitary seal (Y/N) Date of test Static water level Well production Date completed Cased to FROM WELL WATER SAMPLE RESULTS: Date of sample: B. SEPTICIHOLDING TANK DATA Casing height (above ground) Wires properly protected (Y/N) 9— p.m-Nitrate Collected by: AT INSPECTION Other bacteria Date installed fl'?k Tank size Number of Compartments Cleanouts (Y/N) Foundation cleanout (Y/N) y Depression (Y/N) 41/ High water alarm (Y/N) 4 -4 Date of Pumping %el Pumper /""-' C. ABSORPTION FIELD DATA g.p.m. Date installed %i59�: Soil rating (g.p.d./ft2 or4t2Fbdffn) C>f System type %oe%,-e—. 4 Length 5 D-' Width -3. S J Gravel thickness below pipe '7• -3 Total depth 42 Effective absorption area 75 9 Monitoring Tube present (YIN)y Depression over field (YM) -V Date of adequacy test Results (Pass/Fail) /='%sf For `/ bedrooms Fluid depth in absorpti field before test (in.); Fluid depth (ins inutes later: Peroxide treatment (past 12 months 72-026 (Rev. 3/96)* mediately after_ gal. water Ab rption rate = d. If yes, ive date D. LIFT STATION y2//4 Date install Manhole/Access /N) High water alarm level Size in gallons "Pump on" level at* "Pump off" level at* *Datum Cycles tested E. SEPARATION DISTANCES SEPARATION DISTANCES FROM WELL ON LOT TO: f.2UU Septic/holding tank on lot On adjacent lots Absorption field on lot r �u��' On adjacent lots tion' Public sewer main /,,//4 Public sewer manhole/cleanout Sewer /septic service line — .-k Lift station All* SEPARATION DISTANCES FROM SEPTIC/HOLDING TANK ON LOTTO: Foundation by / Property line -3J' � Absorption field Water main/service line f141 Surface water/drainage 7"/"°' Wells on adjacent lots 7 le'd SEPARATION DISTANCE FROM ABSORPTION FIELD ON LOT TO: Property line /o Building foundation a 5- Water main/service line e) Surface water t166 ' Driveway, parking/vehicle storage area /p ' Curtain drain N% Wells on adjacent lots /- le4l f F. ENGINEER'S CERTIFICATION certify that I have determined thru field inspections and review of Municipal in conformance with MOA 14AA guidelines in effect on this date. Signature Engineer's Name Date / ,/5; HAA Fee $ �� c Waiver Fee $ Date of Payment i/ / l Date of Payment Receipt Number �r 7/ / Receipt Number 72-026 (Rev. 3/96)* OpgVt Mems are ;1 9M4NBN�0oir�i• • � 1^ OO f''!q ks�W a• � I� A:"f3uteta �� CE -6736 : a�