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HomeMy WebLinkAboutOVERLOOK ESTATES #2 LT 4Onsite File 4 1`� �v s f 4 Municipality of Anchorage On -Site Water and Wastewater Section • (907) 343-7904 Page 1 of 3 ON-SITE WASTEWATER INSPECTION REPORT Permit Number: OSP191378 PID Number: 068-041-36 Dwelling: ❑E Single Family (SF) ❑ with ADU ❑ Duplex (D) ❑ Two Single Family Project: 0 New ❑ Upgrade Name Karlene M. Ator Family Trust ABSORPTION FIELD ❑ Deep Trench ❑■ Wide Trench ❑ Bed ❑ Mound Site Address 27233 Vantage Ave. Eagle River, AK ❑ Other Phone Number of Bedrooms Soil Rating Total depth from original grade 602-525-8118 3 1.0 GPD/SF 6.1 /6.2 Ft. LEGAL DESCRIPTION Depth to pipe invert from original grade 5.6/5.7 Ft. Gravel depth beneath pipe 0.5 Ft. Subdivision Block Lot Overlook Estates #2 4 Fill added above original grade 0.2/2.3 Ft. Gravel length 2 @ 45 1 Ft. Township Range Section Gravel width 5.0 © 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 450 Ft2 2 >6 Ft. Well >100' >100' N/A N/A >25' TANK 9 Septic ❑ S.T.E.P. [:]Holding ❑ Other Manufacturer Capacity Greer 1,000 Gal. Surface Water >1 >1 00' N/A N/A Material Plastic Number of compartments 2 Lot Line >5' >10' N/A N/A NA Foundation >1 0' > 1 0' N/A N/A LIFT STATION Manufacturer Capacity Gal. Remarks A flow splitter was installed after the tank to ensure equal distribution between two trenches. Alarm location Electrical installed by PIPE MATERIAL House to tank D3034 Tank to drainfield D3034 Installer Northern Excavation Drainfield D3034 CO/MT D3034 Inspector J. Williams BENCH MARK (Assumed elevation) 100 ft Inspection 15t 10/28/19 11/20/19 Location and description 2nd dates: Bottom of siding. 3m 11/21 4,h ON-SITE WATER AND WASTEWATER SECTION APPROVAL Engineer's Stamp tit OF Conditional Approval: Date •••.,S�®o®o so��P•.•••"' ® ° '=. ®o 49th �.....:' ................... .... .A.....® o.....; .................................. ..; i ;OMICHAEL E. ANDERSON • � � !J, No. CE -4381 •° _® o®'F'°••. Se Septic System p Y Approved Date 1 a02� 1/13/20 ,•.••`t�2�® ®e® 1_ ktr'OROFESSOO ' ®®0ems®®®��` Note: this approval does not include well permit requirements. (Rev 05/02/18) Certified Drilling Log, DOC CO dba BILL S. COLE ULLIVAN WATER WELLS el-P.O. Box 670269, Chugiak, AK 99567 688-2759 OWNER OF LAND: Steve Letcher ADDRESS: 27233 Vantage Ave Bore Hole Data Depth From To LEGAL DESCRIPTION Overlook Estates #2 Lot 4 DATE: 9/27/19 0 2 PERMIT NUMBER: OSP191378 DATE OF ISSUE: 8/26/19 TAX IDENTIFICATION NUMBER 06804136000 Is well located at approved permit location: ®Yes ❑No Method of Drilling: ®air rotary ❑cable tool Depth of Well: 145 Casing Type: Steel Wall thickness .250 inches Diameter: 6 inches, depth 144 feet Liner type Static Water Level: 93 feet Recovery Rate 12 ® gpm ❑ gph Method of Testing Air Well Intake Opening Type: ® open end ❑open hole ❑ Screened Start feet Stopped ❑ Perforations Start feet Stopped Grout Type: Bentonite Volume: 50lbs Depth: from 2 feet, to 42 feet Well Disinfected Upon Completion: ®yes ❑ no Method of Disinfection: Chlorine 50 PPM Comments: 2 4 4 6 6 9 9 12 12 15 15 67 67 105 105 127 127 135 135 139 139 145 Casing Stickup Overburden Sand and Gravel Boulder Silty Sand and Gravel Boulder Silty Sand and Gravel with Boulders Hardpan and Cobbles Silty Sand and Gravel Wet Silty Sand and Gravel 4GPM Sand Silty Sand and Gravel 12GPM Drillers Name: Cole Sullivan ATTENTION: It is the responsibility of the property owner to submit a copy of the well log to the proper authority. Municipality of Anchorage: Department of Health & Human Services and/or Department of Environmental Conservation. Matsu Borough: Department of Environmental Conservation. Well Drilling Permit Number: SW Parcel Identification Number: DOC CO dba BILL 8c COLE ULLIVAN WATER WELLS P.O. Box 670269, Chugiak, AK 99567 688-2759 www.sullivanwaterwells.com Pump Installation L®g OSP191378 Date of Issue 8-26-19 06804136000 Attention: The pump installer shall provide a pump installation log to the DSD within 30 days of pump installation. W U� rsa — 20' DRAINAGE EASEMENT (2J),99'9Z-V 3„L2,2Z.00N (w),5s•5zt Muoz,zz.00s 47 0) „w .16.� Ri N13.42 5?„� 316.6 c N13°4o J � U J a(/) CQ Q Q v / N Z (L ¢ o w0 I--- w !_ Q ow 6 O QMa OW N Qo< Z� z WacQ 0 0 Ld U Lq(n Qo Z O} Q U 0 4f3 OC) N 1=ULj0 LLJ0 1N F --i [ i U O�pwUj2 �z OHO ZWOW V) E-+ U �o� � � Li Zz�=Q mJ�U.vv00 Qz .N I^D0w�o� /^''! 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LLJ 0 W Q UJ -i<< CCD O S Q IL U cn F LL �0 U d li l :EF -0o Qzp� a QU©zr) Lij Ll! < h- Lu :3 W Q L<LJ Ygc) M ©9LrLJ Wa-9oW wCaO'U� -)0¢ ((n Z J (nJ O Z W W m Z Lt - o. OW N C� d O O LL, O} • r W W qL. 00 F --i [ i i Cl7 9 �A1�r�B OHO ZWOW V) 5 . :- �• LO j /^''! Oo O x W Z1-:Mt74 WX 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 Water & Wastewater System Permit Permit Number: OSP191378 Work Type: WellSeptic Initial Tax Code Number: 06804136000 Site Legal Address: OVERLOOK ESTATES #2 LT 4 6;0465 Site Mailing Address: 27233 VANTAGE AVE. Eagle River Owner" ATOR KARLENE M FAMILY TRUST Design Engineer: FORGE ENGINEERING/ MIKE A. This permit is for the construction of: Effective Date: Expiration date: �iltic �t � n 0<i pat- Oueltl Lot Size in Sq Ft: Total Bedrooms: 8/26/2019 8/25/2020 76698 pn Q Disposal Field Q Septic Tank ❑ Holding Tank ❑ Privy Q 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 (2417). 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 Special Provisions: A test hole shall be required prior to construction of the proposed drainfield to verify percolation rate and minimum separations to seasonal high groundwater and impermeables. Construction may proceed at your own risk prior to the 7 -day groundwater reading, but monitoring tube shall remain in place until reading can be taken. If results require a design change, construction shall stop pending Onsite review and approval of a change order. Please submit results with the inspection report (or change order, if required). 1 N Z V 1 v s e 40 e Q6 r n1 a Received By: a. 11 Paw Issued By: ' Date: q Date: / ANCHORAGE ,k• lans Phone: 907-343-7904 Fax: 907-343-7997 ON-SITE SEWER/WELL PERMIT APPLICATION Parcel I.D. 068-041-36 Property owner(s) Karlene Ator Mailing address 8124 E. Leonora Street Mesa AZ 85207 Site address NHN Vantage Avenue Eagle River, AK Day phone 602-525-8118 Legal description (Sub'd., Block & Lot) Overlook Estates #2, Lot 4 Legal description (Township, Range & Section) Lot Size 76,698 Sq. Ft. Number of Bedrooms Three APPLICATION IS FOR: (® all that apply) Absorption Field ❑X Septic Tank ❑X Holding Tank ❑ Privy ❑ Private Well ❑X Water Storage ❑ APPLICATION IS AN Initial . ❑X Upgrade ❑ Renewal ❑ �usN TYPE OF DWELLING: Single Family (SF) ❑x (w/wo AD U) Duplex (D) ❑ Multiple Dwellings ❑ (SF and/or D) THIS APPLICATION INCLUDES A VARIANCE / 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) RUSH Permit/Rush Fees: 4S. 5f X 5 t y9a Date of Payment: SIg 3/19 Receipt Number: 01 o'� 5 Permit No. 0 31P 1 i 1_3 I g Permit App__- : • 1j1z- Waiver Fees: Date of Payment: Receipt Number: Waiver No. =I August 26, 2019 MOA Development Services Department On -Site Water & Wastewater Program 4700 Elmore Rd Anchorage, AK 99507 Subject: Overlook Estates 42, Lot 4 — NHN Vantage Avenue Well and Septic System Design and Permit Application Dear On -Site Services Engineer: The owner of the above lot intends to build a 4 -bedroom home on the property. We are submitting this design and permit application for the construction of a new well and septic system. The attached site plan identifies the location of the home as well as the proposed well, septic location and alternate site. No conflicts exist between this proposed system and any other well or septic system, whether on this lot or adjacent lots. The ground surface on the lot slopes to the west, at an approximate 20% slope. There are no slopes steeper than 25% within 50' down slope of the proposed absorption trenches. Ground contours are shown on the site plan showing the grade and direction of flow. Storm water drainage will not impact this septic system. The new trench will be constructed parallel to the slope as much as possible. Test holes on the lot and in the subdivision indicate very coarse gap graded gravel with very few fines. We have enclosed the test holes from the adjacent lot. We are certain the soils on this lot are identical. Additional test holes will be placed at the location shown to verify subsurface conditions. The absorption rate of effluent is much faster than 1 minute per inch. A 2' sand liner is required and has been designed in to the system. Wells on this and adjacent lots are shown. The new system will be a minimum of 100' from all wells and surface water, and more than 5' away from the septic tank. The alternate site is located more than 8' from the primary absorption site. Please refer to the attached test hole logs, soils lab analysis, plan and profile sheets for the septic design. If this design is followed, there will be no adverse impacts to adjacent properties. Sincerely, a at.'� Michael E. Anderson, P.E. 0 q �® .......... •49th •:� MICHAEL E. ANDERSON ' No. CE -4381 �g Fps .......... �••°'•4�'� OVERLOOK ESTATES #2, ' LOT 4 1 I L04 3 I \ LbT4 I Lu Z � Q PROP O D WELL I \ 11 \ \\ I \ \ \ 1,000 GAL ON SEPTIC TA�1K W/2 ' MANWA . \ I I \ ® \ I I 2-45\ LON x 5' WIDE X.5\' \ 3-BDHOME I EFFEiTIV DEPTH I ABSOkPTI N TRENCHES \ �HCD \ \4 I\ TH1 MT 1\0' &E ASEM NT 25"$'EA�\ I \\ \ \ \ \ \ SEMENT PROPOSED TE HOLE TO VERI6 --SI SURFACE NDITIONSA I \ I \ EAGLE RIVE 1 / \ (/ALTERNATE SNT �TE: CATEGORY 111 � 00P ROAD \ \ \ (WIDE x 5TREATMEEF E1Y TI MDEPTH AOBSbRPTJON / < \7�F2ENCH. APP. R�AT 5 GPD/SF. I \ / \ DITCH E N G I N E E R I N G NOTE.NO SLOPES >25% WITHIN ®®�E OF q�q ��� PROPOSED SEPTIC SYSTEM OR SURFACE WATER WITHIN 100' OF THE LEGEND CO - CLEANOUT ALL WELLS ON SURROUNDING LOTS WITH IMPACTS TO THIS 2CO - DOUBLE CLEANOUT PROPERTY ARE SHOWN. NO CONFLICTS WITH WELLS OR SEPTIC FCO - FOUNDATION CLEANOUT SYSTEMS. FS - FLOW SPLITTER VALVE 0 50 100 MH - MANHOLE FEET MT - MONITORING TUBE SV - SEPTIC VENT 1 "=50' TH - TEST HOLE OVERLOOK ESTATES #2, LOT 4 co DESIGN FACTORS: SYSTEM REQUIREMENTS: 450 GPD PEAK FLOW 5' WIDE TRENCH SYSTEM PERK RATE: <1 MIN/IN 1,000 -GAL SEPTIC TANK APPLICATION RATE: 1.0 GPD/SF 450 GPD / 1.0 GPD/SF /5' WIDE * 1.0 RED. FACTOR = 90 LF TRENCH REQUIRED (90 LF SPECIFIED) BOTTOM OF TRENCH: 4.0' BELOW GRADE FLOW LINE ELEVATION: 3.5' BELOW GRADE TOP OF TRENCH: 0.5' ABOVE GRADE RATED PVC (HOLES DOWN) -IELD ROCK IVIVlI APPROVED SAND TYPICAL. TRENCH SECTION (NO SCALE) NOTES: 1. GRADE AREA OVER TRENCH TO DRAIN AWAY 2. PROVIDE 3' OF COVER OVER TRENCHES AND 4' OVER SEPTIC TANK, OR 2' WITH 2" OF INSULATION 3. CHECK GROUNDWATER AT TIME OF CONSTRUCTION. IF LEVEL IS HIGHER THAN PREVIOUSLY OBSERVED, CALL ENGINEER IMMEDIATELY i s, E N GIN E E R I N G EP040S MUNICIPALITY OF ANCHORAGE Development Services Department / Phone: 907-343-7904 On -Site Water & Wastewater Section Fax: 907-343-7997 Certificate of On -Site Systems Approval Parcel I.D. 068-041-36 1. GENERAL INFORMATION Expiration Date: _ C — �>—O a(D Complete legal description Overlook Estates #2, Lot 4 Location (site address) 27233 Vantage Avenue Eagle River, AK 99557 Current property owner(s) Karlene Morris Ator Day phone 602-525-8118 Mailing address 8124 E Lenora Street, Mesa, AZ 85207 Real estate agent Day phone 2. TYPE OF DWELLING: ❑■ Single Family (w/wo ADU) ❑ Duplex ❑ Multiple Dwellings (Single Family and/or Duplex) 3. NUMBER OF BEDROOMS: 3 4. TYPE OF WATER SUPPLY: TYPE OF WASTEWATER DISPOSAL: Private Well ❑■ Private Septic ❑o Water Storage ❑ Holding Tank ❑ Community Well ❑ Community ❑ Public Water System ❑ Public Sewer ❑ Waiver request for: d Distance: Received by: Date: COSA to be released to the engineer, unless otherwise requested by the engineer. COSA Fee $ Waiver Fee $ Date of Payment i'4?o2I o�ao Date of Payment Receipt Number Cja5b Receipt Number COSA # 9161 L) 1 (o 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. I acknowledge that On -Site staff may visit the site.to verify the information submitted. Name of Firm Forge Engineering Phone 907-522-7773 Address 1399 W. 34th Avenue, Suite 101 Anchorage, AK 99503 Engineer's Printed Name Michael E. Anderson, P.E. Dbte 1/22/20 6. DSD SIGNATURE _X-1 System #1 Approved for -3 bedrooms System #2 Approved for bedrooms Disapproved Conditional approval for bedrooms, with the following stipulations: By: Wim- Original Certificate; Date: The Municipality of Anchorage Development 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 Checklist blue sheet s., Legal Description: Overlook Estates #2, Lot 4 If more than 1 septic system on lot: COSA Checklist # of A. WELL DATA ❑ Well log is filed with Onsite (or attached) Date drilled 9/27/19 Total depth 145 ft Cased to 144 ft ❑ Sanitary seal is functioning correctly ❑ Wires are properly protected Casing height (above ground) >18 in. Date of flow test for COSA 9127/19 Static water level at beginning of test 93 ft. Comments B. TANK DATA Age of tank(s) <1 years Tank type/material Septic/Plastic Measured operating fluid level in septic tank New ❑ Standpipes/foundation cleanout per record drawing Date of pumping New Construction - 11/20/19 D. ABSORPTION FIELD DATA 5' Wide Trench Which system tested (date installed) 11/20/19 ❑ ALL standpipes present per record drawing Total measured depth from grade 6.3/8.5 ft (max) Measured depth to pipe invert from grade 5'8/8'0 ft (min) ❑ N/A — pressurized field ❑ Monitor tubes go to bottom of effective. If not, state depth into effective ❑ Code -required soil cover over field ❑ System presoaked (Required if vacant for greater than 30 days prior to date of test) Gallons introduced gallons Comments/Deficiencies: COSA Checklist yellow sheet Parcel ID: 068-041-36 Structure served by this system Well production at time of test 12 gpm Water storage tank volume 0 gallons Well disinfected for coliform test? ❑ Yes ❑ No ❑ Coliform bacteria is Negative Nitrate •309 mg/L ❑ Nitrate less than MRL (ND) Arsenic ug/L ❑ Arsenic less than MRL (ND) Collected by FORGE ENGINEERING Date of Sample 1/9/20 C. LIFT STATION ❑ Required maintenance completed Age of lift station years Lift station material Comments: Adequacy test date New Construction Results ❑✓ Pass For 3 bedrooms Fluid depth prior to test in Water added gal New depth in Elapsed time min Final fluid depth in Absorption rate gpd Any rejuvenation treatment (past 12 months) If yes, enter date E. SEPARATION DISTANCES From Private Well on Lot to: (Please enter distances if less than required or if community well) Septic Tank/Lift Station on Lot > 100' [Z] Yes Community Sewer Manhole/Cleanout > 100' ® Yes if No ft 0 Yes if No ft Neighboring Tank > 100' El Yes if No ft Private Sewer/Septic Line > 25' [D Yes if No ft Absorption Field on Lot > 100' 0 Yes if No ft Holding Tank > 100' ❑✓ Yes if No ft Neighboring Absorption Fields > 100' Yes if No Animal Containment > 50' 0 Yes if No ft 7 Yes if No ft if No ft Manure/Animal Excreta Storage > 100' Community Sewer Main > 75' 0 Yes if No ft 0 Yes if No ft From Septic/Holding Tank on Lot to: (Please enter distances if less than required) Building Foundations > 10' 0 Yes if No ft Surface Water > 100' ❑✓ Yes if No ft Property Line > 5' [Z] Yes if No ft Wells on Adjacent Lots: Absorption Field > 5' F71 Yes if No ft Private Wells > 100' M Yes if No. Water Main > 10' ✓V Yes if No ft Community Wells > 200' Q✓ Yes if No. Water Service Line > 10' E✓ Yes if No ft If septic tank is under driveway comment below From Absorption Field on Lot to: (Please enter distances if less than required) Building Foundation > 10' U Yes if No ft If absorption field is under driveway comment below Property Line > 10' Q Yes if No ft Wells on Adjacent Lots: Water Main > 10' ✓� Yes if No ft Private Wells > 100' U✓ Yes if No Water Service Line > 10' 0 Yes if No ft Community Wells > 200' Q✓ Yes if No Surface Water > 100'✓Q Yes if No ft F. ENGINEER'S COMMENTS G. ENGINEER'S CERTIFICATION OF 0 1 certify that 1 have determined through field inspections and review '�P.•°`` '' ° �4 of Municipal records that the above systems are in conformance with '•._ MOA COSA guidelines in effect on this date. "�: 49th COSA Checklist yellow sheet A : MICHAEL E. ANDERSON A %. No. CE -4381 .+' b�T��°•. 1/24/20 . '°• �� ft ft ft ft )� I r w 0£ ,0£ o C U • a I C) 00 IN w Z0 w� �m I � 0 00 tEl ll:� r Om�e a J zm Q� o I Q w F N Z U i- w F ��g70� O I Z �Q U] COVj��oOpw?F 425�W33644g() /42 ��o W U z�c¢��Li°=wzO N� 40'51W /Q� °Z� E cel::%:::»w Hoo z vwi >° O o m �0 M Xo�� zap � /�^� N LO) ZO ~ �v am a' io z F /�� �-'a wN gLi < Oc � oU Q O / o 00 >o ¢ xw w �� wo_ oL o / o o a o 0 ° n c6 01 IW x w3 �0a0 wo \\ 3� V to � d za~�W Ww `b,, NIK r / .t'Sl m J ri \ J �� N N D_' f (�� '. 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