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Home My WebLink AboutOVERLOOK ESTATES #3 LT 5Onsite File Overlook Estates #3 Lot 5 #067-231-18 Municipality of Anchorage On -Site Water and Wastewater Section - (907) 343-7904 Page 1 of 2 ON-SITE WASTEWATER INSPECTION REPORT Permit Number: OSP221172 PID Number: 067-231-18 Dwelling: 9 Single Family (SF) ❑ with ADU ❑ Duplex (D) ❑ Two Single Family Project: ■❑ New ❑ Upgrade Name SPINELL HOMES, INC. ABSORPTION FIELD ❑ Deep Trench ❑■ Wide Trench ❑ Bed ❑ Mound Site Address 27740 WILDE CIRCLE ❑ Other Phone Number of Bedrooms Soil Rating depth from original grade 4 1.2 GPD/SF JTotal 4.0 Ft. LEGAL DESCRIPTION Depth to pipe invert from original grade 3.5 Ft. Gravel depth beneath pipe 1.5 Ft. Subdivision Block Lot OVERLOOK EST. #3 5 Fill added above original grade +1.0 Ft. Gravel length 2 @ 40 Ft. Township Range Section Gravel width 5.0 Ft. Beds: Number of Lines N/A Distance between lines N/A Ft. SEPARATION DISTANCES To Septic Absorption ti Lift Staon Holding Sewer Total absorption area Number of trenches Dist. between trenches From Tank Field Tank Line 512.8 Ft2 2 6.7 Ft. Well 100'+ 100'+ NA NA 25'+ TANK IN Septic ❑ S.T.E.P. ❑ Holding ❑ Other Manufacturer GREER Capacity 1250 Gal. Surface Water 100'+ 100'+ NA NA Material Number of compartments Lot Line 5'+ 101+ NA NA NA HDPE 2 Foundation 10'+ 101+ NA NA LIFT STATION Manufacturer Capacity Remarks Gal. Alarm location Electrical installed by PIPE MATERIAL House to tank 3034 Tank to3034 Installer drainfield Pomraning Excavation, LLC. Drainfield 3034 CO/MT3034 Inspector PES BENCH MARK (Assumed elevation) 100.0 ft Inspdection 15` 07/09/22 07/10/22 Location and description 3'd 9/12/22 2nd 4th 9/13/22 Garage FF ON-SITE WATER AND WASTEWATER SECTION APPROVAL Engineer's Stamp Conditional Approval: Date "$even an Septic Syste CE 8149 '023.O.S.Di�.� Approved Date . e: this approval does not include well permit requirements. PROFILEPANNONE ENG SVC, LLC (C.I. 1088)NSEWSCALE:1"=50' Zl- r- CA CD 1-4 ITI ITI CD C CD 41. �z CD r- OWNER OFLAND: SpineUHonoes ADDRESS: LEGAL DESCRIPTION Overlook Estates #3 Lot 5 DATE: 8'15-22 PERMIT NUMBER: OSp221172 DATE 0FISSUE: 6'14_22 TAX IDENTIFICATION NUMBER 06723118000 |swell located atapproved permit location: iXJYes| |No F71 F]cable of Drilling: L��ai/rotary L_�cab|etoo| Depth ofWell: 65' Casing Type: Steel Wall thickness .250 inches Diameter: 6 inches, depth 64 feet Liner type Static Water Level: 28 feet Recovery Rate 40 [\/ �pm | | gph Method ofTesting Ai/ Well Intake Opening Type: L>(open end | |openho|e F—| Screened Start feet Stopped �� __- �� Perforations Start feet Stopped Grout Type: Bentonite Volume: 50 lbs Depth: from 2 feet, to 42 feet Well Disinfected Upon Completion: C�|yes Ono Method of Disinfection: Chlorine 50 PPM Comments: Bore Hole Data Casing Stickup Overburden Silty Sand &Gravel Hardpan Q'Cobbles Tight Silty Sand w/Clay &Gravel Silty Sand /kGravel Sand & Gravel Water 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. K4atSuBorough: Department ofEnvironmental Conservation. Well Drilling Permit Number: S\N OGP221172 Date ofIssue 6-14'22 Parcel Identification Number: 06723118000 Legal Description Overlook Estates #3 Lot 5 0 Pump Installation Date: 9-2-22 11 Pump Intake Depth Below Top of Well Casing: 50 11 Pump manufacturer's Name: F&W NPump Model: 4F11P053015 11Pump Size: 1/2 11 Pitless Adapter Burial Depth: 10 Pit|essAdapter Installer: Pornranning Excavation Disinfected Upon Completion? M yes [—1 no N Method of Disinfection: Chlorine 5UPPM 11 Comments: Pitless&0anufacturec Martinson 11 Pump Installers Name: Sullivan Water Wells Property Owner Name & Address SpineUHnrnes feet Attention: The pump installer shall provide a pump installation log to the DSD within 30 days of pump installation. WILDE CIR C L E Asbuilt 5/1/2023 Feet 0 50 100 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: OSP221172 Work Type: WellSeptic Initial Tax Code Number: 06723118000 Site Legal Address: OVERLOOK ESTATES #3 LT 5 G: Site Mailing Address: 27740 WILDE CIR, Eagle River Owner: SPINELL HOMES INC Design Engineer: PANNONE ENGINEERING SERVICES This permit is for the construction of: Effective Date: Expiration Date: O964, 1 v Department Lot Size in Sq Ft: Total Bedrooms: 6/14/2022 6/14/2023 55353 2 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 (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 Special Provisions: Prior to construction of the absorption field, a sieve analysis shall be completed for the accepting soil to confirm it is not GW or GP, which would require a 2 ft sand filter, an application rate of 1.0 and limit the effective depth to 6 -inches. GD-# (,dell (o�u'j�on ,1'1v✓r'd . g�i512Z. Received By: Date: Issued By:/� C� Date: 1`7' o(d-,-9,2 4 UNUP UTY OF ANCHORAGE lk Community Development Department Phone: 907-343-7904 Development Services Division Fax: 907-343-7997 On -Site Water & Wastewater Program ON-SITE SEWER/WELL PERMIT APPLICATION Parcel I.D. 067-231-18 Property owner(s) Spinell Homes Mailing address Site address NHN Wilde Circle Day phone Legal description (Sub'd., Block & Lot) Overlook Estates #3, Lot 5 Legal description (Township, Range & Section) Lot Size 55,353 Sq. Ft. Number of Bedrooms.4 APPLICATION IS FOR: APPLICATION IS AN: TYPE OF DWELLING: (® all that apply) Absorption Field X❑ Initial NO Single Family (SF) X❑ ADU) Septic Tank X❑. Upgrade 1-1(w/wo ❑ (D) Holding Tank ElRenewal ElDuplex Multiple Dwellings ❑ Privy ❑ (SF and/or D) Private Well ❑X Water Storage ❑ 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) Permit/Rush Fees: 6 Zd Waiver Fees: Date of Payment: ��1 �� (l Date of Payment: Receipt Number: NO Receipt Number: Permit No. 05 192.2 1 171 Waiver No. Permit App__- : . -..:c Municipality of Anchorage On-site Water and Wastewater REVIEWED FOR CODE COMPLIANCE OSP221172, Rebecca Carroll, 06/14/22 DESIGN PARAMETERS ENG SVC, LLC P.O. BOX 100217 ANCHORAGE, AK 99510 PHONE (907) 272-8218 FAX (907) 272-8211 DESIGN PARAMETERS PRIMARY SEPTIC SYSTEM TEST HOLE RESERVE SEPTIC SYSTEM NO. BEDROOM: 4(600 gpd) (P) NO. BEDROOM: 4(600 gpd) TANK SIZE: 1250g MIN PERC RATE: <1 MPI LOT VACANT TANK SIZE: 1500g ADVANTEX NO WELLS SOIL RATING: 1.2 GPD/SF OR SEPTICS PERC RATE: <1 MPI AREA ROD: 500 SF �- SOIL RATING: 6 GPD/SF SYS. TYPE: WIDE TRENCH 1.5' ED-` AREA ROD: 100 SF �_ -"'- SYS. TYPE: WIDE TRENCH 1.5' ED RF: 0.78 �- _� r'RF: 0.78 MIN LENGTH: 78 LF *,--'—'MIN LENGTH: 15.6 LF USE: USE- - (2EA) 40LF x 5.0'W x 15E.D. x 4.0' TD 20LF x 5.0'W x 15E.D. x 4.0' TD, TOTAL AREA: 515 SF / TOTAL AREA: 128 SF WILDS/ CIRCLE I_ LO I --- 15 TES EASEMENT ---I WELL P - _ MIN 1250g SEPTIC TANK (P) INSTALL FOUNDATION CLEAN OUT, DOUBLE CLEAN OUT, AND FLOW SPLITTER 3 I b \ Gael ( be \ £ of L n T }��i o� o J = 100 �j I l�rhi Z>c L H E ® TH-5 W� (P) LOT VACANT 27.1 NO WELLS OR SEPTICS 6.0j L96 D.7 \ �� / \ a 109.9 \�_ w 14 _t w INSTALL PRIMARY DRAIN FIELD (P) (2EA) 40LF x 5.0'W x 1.5'ED x 4.0'TD WITH CLEAN OUT AT EACH END _ INSTALL MONITOR TUBE AT EACH END MIN 6.0' SEPARATION BETWEEN TRENCHES 92 \ \ j O ABBREVIATIONS ENG SVC, LLC P.O. BOX 100217 ANCHORAGE, AK 99510 PHONE (907) 272-8218 FAX (907) 272-8211 I TH TEST HOLE SPINELL HOMES OVERLOOK ESTATES #3, LOT 5 WILDE CIRCLE EAGLE RIVER, AK DRM (P) PROPOSED PLAN EXISTING CO CO CLEAN OUT NO. �- MT MONITOR TUBE NO. TYP TYPICAL RESERVE DRAIN FIELD (P) 20LF x 5.0'W x 15ED x 4.0'TD WITH CLEAN OUT AT EACH END INSTALL MONITOR TUBE AT EACH END MIN 6.0' SEPARATION BETWEEN TRENCHES. f NOTES:PAMONE ENG SVC, LLC P.O. BOX 100217 ANCHORAGE, AK 99510 PHONE (907) 272-8218 FAX (907) 272-8211 FOR CONSTRUCTION DRAWN BY- SPINELL HOMES OVERLOOK ESTATES #3, LOT 5 WILDE CIRCLE EAGLE RIVER, AK DRM PLAN -� OF A'gs>�1 Steven R. Pannone CE 8149 �� 1��70FESSIONP�-�•m Dote )8/15/2022 Scole 1"=50' P.I.D. NO M7--31-1-8 PERMIT NO Sheet 1 OF 3 ';Amsu Test Lab, 01� Natn e: 21laili1w lddress Legal Description: Safnple Site Location V�,� �`.` t �� Quality °' �� 9131 E Frontage R• Palmer, AK 996 (907)745-3005 office Pannone Engineering LLC P.O. Box 1 807 Palmer, AK 99645 27740 Wilde Circle Hose Bib Health Guard Lim Lab f ft: M230292 Date: Safnpled: 04/10/2023 Time Sampled: 1500 Sampled By: L.IC Date Received: 04/10/2023 Time Received: 1559 Parameter Method Result Unit MRL MCL Date Total Coliforms Colilert A ___ --- --_ 04/11/2023 (SM 922313) Colilert F,. ev/i (SM 922313) A _-- ___ -__ 04/11/2023 Total Nitrate - N EPA Method 353.2 <NIRL m -/L 0.10 10.0 04/14/2023 Arsenic by ASV Arsenic Metrohm AB 416/3 <MRL 1t -/I- 1.000 10 04/12/2023 Method Reporting Lin:it (MRL): the lo%vest concentration that can be reported reliably blavinutrn Contaminant Level (MCL): highest acceptable level in public water systems as set by EPA mg/L: milligrams per liter; 1/1000"1ofa.-ram pg/L: micrograms per liter; 1/1,000,000"' of a gain Absent (A): none of this type of bacteria was detected Present (P): one or mote bacterial cells of this type were detected Results Reported By: Patience Obermann Laboratory Analyst Reviewed By: Signature: LL�1�tG>�� ;C ; 17 Email: office@matsutestiab.com Municipality of Anchorage On-site Water and Wastewater REVIEWED FOR CODE COMPLIANCE OSP221172, Rebecca Carroll, 06/14/22 Municipality of Anchorage On-site Water and Wastewater REVIEWED FOR CODE COMPLIANCE OSP221172, Rebecca Carroll, 06/14/22 MUHM PAUTY OF '' HCHORRAGE 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. 067-231-18-000 Expiration Date: 8/1/2023 Legal description OVERLOOK ESTATES #3 LT 5 Site address 27740 WILDE CIR Eagle River AK 99577 Current property owner(s) SPINELL HOMES INC X The On-site system(s) is/are approved for 4 bedrooms Conditional approval for bedrooms, with the following stipulations: Comments or advisories: Original Certificate Date. This Certificate of On -Site Systems Approval (COSA) is intended to demonstrate the subject system(s) is/are in substantial compliance with municipal code. The Municipality of Anchorage, Development Services Department (DSD) issues COSAs based upon representations provided by an independent professional engineer. The Municipality of Anchorage is not responsible for errors or omissions in the professional engineer's work. ATTACHMENTS: COSA Checklist Absorption Field Advisory Tank Age Advisory Other X Well Flow Advisory Nitrate Advisory Arsenic Advisory COSA Approval June 2022 MUHMPAUTY OF NC HORA Em Development Services Department f` 4 c�f7 Phone: 907-343-7904 On -Site Water & Wastewater Section Fax: 907-343-7997 Certificate of On -Site Systems Approval Application 1. GENERAL INFORMATION Parcel I.D. 067-231-18 Complete legal description Overlook Estates #3 L5 Location (site address) 27740 Wilde Cir Eagle River 99577 Current property owner(s) Spinell Homes 2. ON-SITE SYSTEMS SIZED FOR 4 BEDROOMS Day phone 3. TYPE OF WATER SUPPLY: X Private Well ❑ Private Well serving 2 dwelling units ❑ Private Well serving 3+ dwelling units ❑ Community Well or Public ❑ Water Storage 4. TYPE OF WASTEWATER DISPOSAL: 0 Private Septic ❑ Private Septic serving 2 dwelling units ❑ Holding Tank ❑ Community Septic or Public Sewer 5. SEPTIC TANK: ❑ Steel X Plastic ❑ Concrete ❑ Fiberglass Age new - See advisory if steel older than 20 years 6. ABSORPTION FIELD: ❑ AWWTS ❑ Bed ❑ Deep Trench X Wide Trench ❑ Seepage Pit Waiver request for: Expedited review requested: ❑ Distance: By applying for this entitlement, this property is subject to inspection by municipal On-site staff to verify the accuracy of the information provided. COSA Fee $ Waiver Fee $ Date of Payment W 9/zo Z3 Date of Payment COSA # OS C, -L 3 / /'o C Waiver # COSA Application—June 2022 COSA Checklist_June 2022 COSA Checklist Legal Description: Parcel ID: If more than 1 well and/or septic system on lot, provide separate checklist. Structure served by this system ____ A.WELL DATA Well log is filed with Onsite (or attached) Date drilled Total depth ft Cased to ft Sanitary seal is functioning correctly Wires are properly protected Casing height (above ground) in. Date of flow test for COSA Static water level at beginning of test ft. Well production at time of test gpm Water storage tank volume gallons Well disinfected for coliform test? Yes No Coliform bacteria is Negative Nitrate mg/L Nitrate less than MRL (ND) Arsenic ug/L Arsenic less than MRL (ND) Collected by Date Comments __________________________________________________________________________________ B.TANK DATA Measured operating fluid level in septic tank Date of pumping Required maintenance completed, if AWWTS Comments: C. LIFT STATION Required maintenance completed Age of lift station years Lift station material Comments: D.ABSORPTION FIELD DATA Which system tested (date installed) ALL standpipes present per record drawing Total measured depth from grade ft (max) Measured depth to pipe invert from grade ft (min) N/A – pressurized field. Per record drawings, field is insulated. Monitor tubes go to bottom of effective. If not, state depth into effective Presoaked required if (Required if house vacant or field not used for more than 30 days prior to date of test) Gallons introduced gallons date Any rejuvenation treatment (past 12 months) If yes, enter date Adequacy test date Results Pass Fluid depth prior to test in Water added gal New fluid depth in Elapsed time min Final fluid depth in Absorption rate gpd FIELD STATUS – POST RECOVERY Effective depth (per record drawings) in Effective depth used in Effective depth remaining in Comments/Deficiencies: COSA Checklist_June 2022 E. SEPARATION DISTANCES From Private Well on Lot to: (Please enter distances if less than required or if community well on lot) Septic Tank/Lift Station on Lot > 100’ Yes if No ft Neighboring Tank > 100’ Yes if No ft Absorption Field on Lot > 100’ Yes if No ft Neighboring Absorption Fields > 100’ Yes if No ft Community Sewer Main > 75’ Yes if No ft Community Sewer Manhole/Cleanout > 100’ Yes if No ft Private Sewer/Septic Line > 25’ Yes if No ft Holding Tank > 100’ Yes if No ft Animal Containment > 50’ Yes if No ft Manure/Animal Excreta Storage > 100’ Yes if No ft N/A – Served by Community Well (not on lot) or Public Water From Septic/Holding Tank and Absorption Field(s) on Lot to: (Please enter distances if less than required) Building Foundations > 10’ Yes if No ft Tank to Property Line > 5’ Yes if No ft Field to Property Line > 10’ Yes if No ft Water Main > 10’ Yes if No ft Water Service Line > 10’ Yes if No ft Surface Water > 100’ Yes if No ft Wells on Adjacent Lots: Private Wells > 100’ Yes if No ft Community Wells > 200’ Yes if No ft If tank or field is under driveway comment below F.ENGINEER’S COMMENTS G.CERTIFICATION & 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, indicates that the on-site water supply and/or wastewater disposal system appears to comply with applicable Municipal and State codes, ordinances, and regulations in effect at the time of installation, unless noted otherwise. Name of Firm Phone Engineer’s Printed Name Date 2023.04.27 2023.04.27