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HomeMy WebLinkAboutPIONEER ESTATES TR AOnsite File tstuo%teb!. 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 System Permit Permit Number: OSP241165 Work Type: Well Initial Tax Code Number: 05709101000 Site Legal Address: PIONEER ESTATES TR A G:1412 Site Mailing Address: 21576 CHEELY'S LN, Chugiak Owner: CHEELY FAMILY TRUST Design Engineer: FORGE ENGINEERING This permit is for the construction of: Effective Date: Expiration Date: (prop Cj L� Lot Size in Sq Ft: Total Bedrooms: 7/25/2024 7/25/2025 1330056 ❑ Disposal Field ❑ 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 aeceived-By: 1.55c to -fcl ) vrar%P. Date: Issued By: �� Date: %�5�2 `'y 3 MUNICIPALITY OF ANCHORAGE 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. 057-091-01 Property owner(s) Raymond & Tena Cheely Mailing address PO Box 670205, Chugiak, AK 99567 Site address 21576 Cheely's Ln Day phone Legal description (Sub'd., Block & Lot) Pioneer Estates Tract A Legal description (Township, Range & Section) Lot Size 1,330,056 Sq. Ft. Number of Bedrooms --- APPLICATION IS FOR: APPLICATION IS AN: TYPE OF DWELLING: (N all that apply) Absorption Field ❑ Initial FX Single Family (SF) FX (w/wo ADU) Septic Tank ❑ Upgrade F Duplex (D) El Holding Tank F Renewal F Multiple Dwellings El Privy F (SF and/or D) Private Well FX Water Storage F 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. Li (Signature of property owner or authorized agent) Permit/Rush Fees: -f7_25- Waiver Fees: Date of Payment:/7- Date of Payment: Receipt Number: Receipt Number: Permit No. 0_e'102q116.5 Waiver No. Permit App_'-'- : - ::...:c: June 20, 2024 MOA Development Services, On-Site Water & Wastewater Program 4700 Elmore Rd Anchorage, AK 99507 Subject: Pioneer Estates Tract A – 21576 Cheely’s Lane Proposed Well Locations Dear On-Site Services Engineer: The owner of the above lot intends to subdivide and will need to do an aquifer test. Previously, they had hired an excavator and looked at soils on the lot for septic systems. The attached site plan shows the locations of the test holes and the proposed locations of the wells. Once these wells are drilled, they will be tested by a hydrologist to determine yield and how they affect each other and the aquifer. Well logs and pump logs will be submitted to the municipality to close out the permit. We request permit approval for these three well locations. Sincerely, Benjamin Schiller, PE Municipality of Anchorage On-site Water and Wastewater REVIEWED FOR CODE COMPLIANCE OSP241165, Deb Wockenfuss, 07/25/24 Benjamin Schiller CE 12592REGISTEREDPROFESSION A L E N GINEER 1"=200' PIONEER ESTATES SUBDIVISION LOTS 4, 5, 6 FEET 0 200 400 WELL PLAN 8/22/23 DEDICATED TO RIGHT-OF-WAY ROSEHIP RIDGE ROAD ROCHELLE AVE TE N A S T R E E T RAYMOND AVE 50' SECTION LINE RESERVATION (PER PLAT 88-06) 33' SECTION LINE RESERVATION (PER PLAT 88-06) DEDICATED TO RIGHT-OF-WAY PROPOSED WELLS 133.0 124.4 126.4 Municipality of Anchorage On-site Water and Wastewater REVIEWED FOR CODE COMPLIANCE OSP241165, Deb Wockenfuss, 07/25/24 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:/Iwww.muni.org/onsite On -Site Water System Permit Permit Number: OSP241163 Work Type: Well Initial Tax Code Number: 05709101000 Site Legal Address: PIONEER ESTATES TR A G:1412 Site Mailing Address: 21588 CHEELY'S LN, Chugiak Owner: CHEELY FAMILY TRUST Design Engineer: FORGE ENGINEERING This permit is for the construction of: Effective Date Expiration Date: (prop 5ej Lt 5 Lot Size in Sq Ft Total Bedrooms: t)elrartmenr 7/25/2024 7/25/2025 1330056 ❑ Disposal Field ❑ 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 f� ' y: nf"L"4 +C) Date: Issued By: Date:71Z5r!+ 3 ON-SITE SEWER/WELL PERMIT APPLICATION Parcel I.D. O57 -O91 -M1 Property owner(s) Raymond & Tena Cheely Mailing address rOBox o/u2uo'C//ug|mp,AK 9956/ Site address 21576 C//ex:/y s L// Day phone Legal description 05ub'd,Block & Lot) Pioneer Estates Tract Legal description hip.Range &Section) 1 ��OD�� Lot Size .FL Number ofBedrooms -- AJ^PLjCAT|ONfSFOR: APPLICATION ISAN: TYPE OFDWELLING: (0 all that apply) Absorption Field F� Initial CKSing|e Family (SF) 0U -- k w�mAOU) Septic Tank | | Upgrade �� ' ' -- Duplex (O\ | � Holding Tank �� Renewal �� -- ` ' �~ Multiple Dwellings [l Privy | | (SF and/or O) -- Private\A6e|l UX1 Water Storage n THIS APPLICATION INCLUDES A VARIANCE /WA|\/ER REQUEST FOR: Oiotanoe:_____ | certify that the above information is correct. | further certify that this is in accordance with applicable Municipal Codes. (Signature of property owner or authorized agent) Permit/Rush Fees: 2 -152 - Date of Payment: 17- 1 Receipt Number: Permit APn-�: - :'^�c -, Waiver Fees: Date ofPayment: Receipt Number: Waiver No. June 20, 2024 MOA Development Services, On-Site Water & Wastewater Program 4700 Elmore Rd Anchorage, AK 99507 Subject: Pioneer Estates Tract A – 21576 Cheely’s Lane Proposed Well Locations Dear On-Site Services Engineer: The owner of the above lot intends to subdivide and will need to do an aquifer test. Previously, they had hired an excavator and looked at soils on the lot for septic systems. The attached site plan shows the locations of the test holes and the proposed locations of the wells. Once these wells are drilled, they will be tested by a hydrologist to determine yield and how they affect each other and the aquifer. Well logs and pump logs will be submitted to the municipality to close out the permit. We request permit approval for these three well locations. Sincerely, Benjamin Schiller, PE Municipality of Anchorage On-site Water and Wastewater REVIEWED FOR CODE COMPLIANCE OSP241163, Deb Wockenfuss, 07/25/24 Benjamin Schiller CE 12592REGISTEREDPROFESSION A L E N GINEER 1"=200' PIONEER ESTATES SUBDIVISION LOTS 4, 5, 6 FEET 0 200 400 WELL PLAN 8/22/23 DEDICATED TO RIGHT-OF-WAY ROSEHIP RIDGE ROAD ROCHELLE AVE TE N A S T R E E T RAYMOND AVE 50' SECTION LINE RESERVATION (PER PLAT 88-06) 33' SECTION LINE RESERVATION (PER PLAT 88-06) DEDICATED TO RIGHT-OF-WAY PROPOSED WELLS 133.0 124.4 126.4 Municipality of Anchorage On-site Water and Wastewater REVIEWED FOR CODE COMPLIANCE OSP241163, Deb Wockenfuss, 07/25/24 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 System Permit Permit Number: OSP241164 Work Type: Well Initial Tax Code Number: 05709101000 Site Legal Address: PIONEER ESTATES TR A G:1412 Site Mailing Address: 21576 CHEELY'S LN, Chugiak Owner: CHEELY FAMILY TRUST Design Engineer: FORGE ENGINEERING This permit is for the construction of: Effective Date: Expiration Date: (�""A L,+ 6) Lot Size in Sq Ft: Total Bedrooms: . n e r - VA Al -M -n 1)�hartr�iet�t 7/25/2024 7/25/2025 1330056 ❑ Disposal Field ❑ 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 Ree-eived°By: C, e a -- r Date: Issued By: Date: 3 ON-SITE SEWER/WELL PERMIT APPLICATION Parcel I.D. 057-091-01 Property owner(s) Raymond & Tena Cheely Mailing address PO Box 670205, Chugiak, AK 99567 Site address 21576 Cheely's Ln Day phone Legal description (Sub'd., Block & Lot) Pioneer Estates Tract A 10.ro®o,5,cL L 6 Legal description (Township, Range & Section) Lot Size 1,330,056 Sq. Ft, Number of Bedrooms --- APPLICATION IS FOR: (Z all that apply) Absorption Field [__j Septic Tank ❑ Holding Tank ❑ Privy ❑ Private Well 1 Water Storage n APPLICATION IS AN: Initial FX] Upgrade El Renewal 0 TYPE OF DWELLING: Single Family (SF) (w/wo ADU) 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. .�j (Signature of property owner or authorized agent) Permit/Rush Fees: '0 2-,7.� Date of Payment: 6Z�:'Ll Receipt Number: Permit No. C)319; 1/ 6 Permit App_-'-:- Waiver Fees: Date of Payment: Receipt Number: Waiver No. June 20, 2024 MOA Development Services, On-Site Water & Wastewater Program 4700 Elmore Rd Anchorage, AK 99507 Subject: Pioneer Estates Tract A – 21576 Cheely’s Lane Proposed Well Locations Dear On-Site Services Engineer: The owner of the above lot intends to subdivide and will need to do an aquifer test. Previously, they had hired an excavator and looked at soils on the lot for septic systems. The attached site plan shows the locations of the test holes and the proposed locations of the wells. Once these wells are drilled, they will be tested by a hydrologist to determine yield and how they affect each other and the aquifer. Well logs and pump logs will be submitted to the municipality to close out the permit. We request permit approval for these three well locations. Sincerely, Benjamin Schiller, PE Municipality of Anchorage On-site Water and Wastewater REVIEWED FOR CODE COMPLIANCE OSP241164, Deb Wockenfuss, 07/25/24 Benjamin Schiller CE 12592REGISTEREDPROFESSION A L E N GINEER 1"=200' PIONEER ESTATES SUBDIVISION LOTS 4, 5, 6 FEET 0 200 400 WELL PLAN 8/22/23 DEDICATED TO RIGHT-OF-WAY ROSEHIP RIDGE ROAD ROCHELLE AVE TE N A S T R E E T RAYMOND AVE 50' SECTION LINE RESERVATION (PER PLAT 88-06) 33' SECTION LINE RESERVATION (PER PLAT 88-06) DEDICATED TO RIGHT-OF-WAY PROPOSED WELLS 133.0 124.4 126.4 Municipality of Anchorage On-site Water and Wastewater REVIEWED FOR CODE COMPLIANCE OSP241164, Deb Wockenfuss, 07/25/24 'VYimmr CMURP19Amults: Permit Number: #SW,_ Date of Issue: � ��' ,! Parcel Identification Number: _ Date ',Q/ Da9a Completed:Is well located at approved Hermit location? Yes ❑ No LegalDescription: �'/"Gdl""�•°' 'i�,�--� Property Owner Name & Address: AW y ,�--- Borehole Data: Depth (ft) Soil Type, Thickness & Water Strata From To Arsenic: AJ U ug/L Mates: _ZAa mgt, Total Coliform Bacteria: -L!,4- colonies/100mL, Atlier Baeteria: co Method of Drillingja Drillingair rotary ❑ cable tool Casing type: �Sle-4-5 Wall Thickness: j e2?i triches . Diameter: --iL inches Depth:Z/2 feet er Diameter: inches Depth: .feel Casing stickup above ground: . feet Static water level (from ground level): feet Pumping level:_ G' feet after ®/_ hours pumper _7_- Spm RecoveryRate: '�' gpm Method of Testing:! Wsll 3s:tdke D zing a ype. ❑ ®pen End ❑ ®pen Hole ® Screened Start feet Stopped ® feet Perforations Start -L feet Stopped -. Ef feet Grout- : ®�G� olae G De the Stem feet Sto feet Pump: Intake Depth feet Pump size hp Brand Name Well Disinfected Upon Completion? f fives❑ No Method of Disinfection: Comments: Well Driller: Attention: The well driller shall provide a well log to DSD within 30 days of completion. ARCTIC PUMP & WELL INC. Jim Sullivan PO Box 770197 Eagle River, AK 99577 -� CRYHlIf NATER SY57EYS ,� SALES z sERYu! - (907) 688-2510 (907) 243-2282 jimL&arcticpump com Pump Installation Log Well Drilling Permit Number: OSP 211115 Parcel Identification Number: 05709101000 Date Of Issue: 4/29/2021 Legal Description Pioneer Estates Track A Property Owner Name Address: skip cheeley Lot: PO BX 670205 Block: Chugiak AK 99567 Pump Installaion Date: Pump Intake Depth Below Top of Well Casing: Pump Manufacturer's Name Pump Model: Pump Size: Pitless Adapter Burial Depth: Pitless Adapter Manufacturer's Name Pitless Adapter Installer: Well Disinfected Upon Completion? Method of Disinfection: Comments: Pump Installer Name: Arctic Pump & Well, Inc. Thursday, June 17, 2021 3/18/2021 80 feet Franklin 5Y 10FRD05P4-2W230 353 TDH none u/k Yes Chlorine t00. 0, PROTEC rlyE WELL —AO US WE 5.8'X36' BALCONY HOUSE DETAIL 5.13* -18.8* BALCONY Scale: 1 _4 0 Jq'. 2—STORY RESIDEOC/E WITH FULL BASEMENT o (2) 6'x36' BALCONIES SEPTICCLEANGUTS > n LOT 5 TRACT A 1,330,056 S.F. cn D 0! r, see HOUSE DETAIL CO C'41 P 0 0 1 —33' BLM RESERVATION z 1 30' ROW EASEMENT—,", I N 89'55'30'E 30.00'— 1 LOT 1 ROCHELLE AVENUE 30.0o.— Li Li z LU R=20.00' 10' UnUrr EASEMENT L=31. . 1"' 0 __z —ILM5,30"E.. 1026.8 30..001 RAYMOND AVENUE PLOT PLAN AS BUILT X SCALE -. 1 200' GRID — NW 1412 Ject No. ------ 20-140/1 ---kncharogs, Alaska 99S-1-5-3049 11500 Daryl Avenu ZA Lang & Associafes, inc. (907) 522-64706' Phone ken*langsurvey.com Professional Land Surveyors F 4 4`1 Jonathan0langsurvey.com >� trov130 ang3urvey.com I hereby certify that I have surveyed the following described property: TRACT A. PIONEER ESTATES, (Plot 88- 106 9!H* Anchorage Recording District, Alaska. and 4 within the property lines and do not encroach at the Improvements situated fherson are no Improvements on the property lying adja ch onto the property adjacent iherato. that roach on the suryayed cent thereto enc premises and that there are no roadways, transmission lines or other visible KENNETH LANG . P M I� somemerifs on said Property except as Indicated hereon. OQ -. Doted this the Day of of Anchorage, Alaska 4.S........ —520Z X� .. It Is the responsibility of the owner to determine the existence of any easements, covenants, or restrictions which do not appear on the recorded subdivision plot. AECC963 L 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 System Permit Permit Number: OSP211115 Work Type: Well Initial Tax Code Number: 05709101000 Site Legal Address: PIONEER ESTATES TR A G:1412 Site Mailing Address: 21588 CHEELY'S LN, Chugiak Owner: CHEELY RYAN D Design Engineer: This permit is for the construction of: ❑ Disposal Field ❑ Septic Tank ❑ Holding Tank ❑ Privy Effective Date: Expiration Date: Lot Size in Sq Ft Total Bedrooms: J-Nent .S Department 4/29/2021 4/29/2022 1330056 D 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: To close out this permit, please submit the following: 1. Well log 2. Pump install log 3. Water sample results for total coliform, nitrates and arsenic. Received By: Date: Issued By: t Date: 2 ON-SITE SEPTIC/WELL PERMIT APPLICATION Parcel I.D. 057-0,91-01 Property owner(s) /t, Of chee Day phone Mailing address es t/3 0 Y_ fy .� Site address 2 C 7 71 Cv cr t ch 79 K �l Legal description (Sub'd., Block & Lot) Legal description (Township, Range & Section) P 10 N EC- R ESTATES 'T2 A Lot Size U 3O, 0 G Sq. Ft. Number of Bedrooms �!_ APPLICATION IS FOR: APPLICATION IS AN: TYPE OF DWELLING: (® all that apply) Absorption Field ❑ Initial E Single Family (SF) FE AD U) Septic Tank ❑ Upgrade El(w/wo Duplex (D) ❑ Holding Tank ❑ Renewal ❑ Multiple Dwellings ❑ Privy ❑ (SF and/or D) Private Well FE 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. (Signatufe of property r or authorized agent) Permit/Rush Fees. a Waiver Fees: Date of Payment: y a 3 abl >I Date of Payment: Receipt Number: b' -(`i 2 `l `7 Receipt Number: Permit No. 0 5 P,211 ( 15 Waiver No. GADevelopment Services\Building Safety\On Site Water and Wastewater\Forms\Client Forms\Permit Application.doc 100' PROTEC9VE WELL RADIUS J HOUSE, WE S C A L 1 \---FUTURE WELL 5.8*x36' BALCONY 5.8'08,8' BALCONY 46 0 ^A/ 2--STOI%'6E.-.SIDENCE S OIYA M T L' WITH F LL BA;SEZNT (2) 6'x36' BALCONIES SEPTIC CLE '50"E 1079.01' 1 30' ROW EASEMENT ----,'t I N 89-55- O,® �OE 30.00 -, a, 1'J1k'3'J* M, LOT 1 -A I R=-20.00' 3J10' UfILITY EASEMENT L=31 7 30100' - RAYMOND AVENUE PLOT PLAN AS BUILT - X— SCALE 1 "=-200' GRID NE 1412 _ Project No. 11 — 10 1 Lang & Assoclafes, inc. 11500 Daryl Avenue, Anchorage, Alaska 99515-3049 (907) 522-6476 Phone Registered Land Surveyors (907) 522-4625 Fax OF A4!�� kon0langsurvoy.com / lonothan*langsurvey.com I hereby certify that I have surv6yed the following described properly: TRACT A. PIONEERESTATES. (Plat 88-06) '9 Anchorage Recording District, Alaska, and th.t the Improvements situated thereon are within the property lines and do not encroach onto the property adjacent thereto, that no Improvements on the property lying adjacent thereto encroach on the J, surveyed promises and that there are no roadways, transmission lines or other visible J ♦va KENNETH G. LAN easements an sold property except as Indicated hereon. LS 5202 A0 Dated this the a Alaska Day of Z, t Anchorage, fy It Is th6 responsibility of the owner to determine the existence of any easaments, covenants, or restrictions which do noi appe�.ir an the recorded subdivision plaf. I Pd FUTURE WELL -100' PROTECTIVE WEI.L RADIUS M -Co 01 -SEPTIC CLEANOUTS V) U-) Z - CIO; CA 0 TRACT A /-33' BLIVI RESERVATION 1,330,056 Y. 1 30' ROW EASEMENT ----,'t I N 89-55- O,® �OE 30.00 -, a, 1'J1k'3'J* M, LOT 1 -A I R=-20.00' 3J10' UfILITY EASEMENT L=31 7 30100' - RAYMOND AVENUE PLOT PLAN AS BUILT - X— SCALE 1 "=-200' GRID NE 1412 _ Project No. 11 — 10 1 Lang & Assoclafes, inc. 11500 Daryl Avenue, Anchorage, Alaska 99515-3049 (907) 522-6476 Phone Registered Land Surveyors (907) 522-4625 Fax OF A4!�� kon0langsurvoy.com / lonothan*langsurvey.com I hereby certify that I have surv6yed the following described properly: TRACT A. PIONEERESTATES. (Plat 88-06) '9 Anchorage Recording District, Alaska, and th.t the Improvements situated thereon are within the property lines and do not encroach onto the property adjacent thereto, that no Improvements on the property lying adjacent thereto encroach on the J, surveyed promises and that there are no roadways, transmission lines or other visible J ♦va KENNETH G. LAN easements an sold property except as Indicated hereon. LS 5202 A0 Dated this the a Alaska Day of Z, t Anchorage, fy It Is th6 responsibility of the owner to determine the existence of any easaments, covenants, or restrictions which do noi appe�.ir an the recorded subdivision plaf. Municipality of Anchorage Development Services Department Building Safety Division On -Site Water and Wastewater Program, 4700 Elmore Road P.O. Box 196650 Anchorage, AK 99507 Page of www.ci.anchorage.ak.us (907) 343-7904 ON-SITE WASTEWATER DISPOSAL SYSTEM AND/OR WELL INSPECTION REPORT Permit Number: SW�640205 PID Number: 057-091-01 Name: Ray Cheely Wastewater System: ❑✓ New ❑ Upgrade Address: P.O. Box 670205 Chugiak, AK 99567 ABSORPTION FIELD Phone: Number of Bedrooms: 688-6201 3 ❑Deep Trench Qf Shallow Trench I-] Bed [I Mound EI Other. LEGAL DESCRIPTION Soil Rating: 1.2 Total Depth from original grade: 7 GPD/Ftz Ft. Block: Lot: Subdivision: Tract A Pioneer Estates Depth to pipe bottom from original grade: 3 Gravel depth beneath pipe: Ft. 4 Ft. Township: Range: Section: Fill added above original grade: Gravel Length: 0-1 Ft. 38 Ft. Well: ❑ New ❑ Upgrade Gravel width: Number of lines: Distance between lines: 51 Ft. Fl. Classification (Private, A, B. C): Total Depth: Cased to: Total absorption area: Pipe Material: Not Constructed Ft. Fl 380 Ft= ASTM D3034 PVC Driller. Date Drilled: Static Water Level: Installer. Date Installed: Fl Owner Installed 9/13-14/2004 Yield: Pump Set at: g Height Above Ground: TFt TANK GPM Fl. SEPARATION DISTANCES ® Septic ❑ Holding ❑ S.T.E.P. ❑ Other: To Septic Absorption Lift Holding ublic/Private Manufacturer. Capacity: From Tank Field Station Tank Sewer Line Anchorage Tank 1,050 Gal, Material: Number of Compartments: Well N/A N/A N/A N/A N/A Steel Two (2) Surface Water >100' >100' N/A N/A LIFT STATION Size: Manufacturer. Lot Line >51 >10' N/A N/A Gal. "Pump on" level at: "Pump off" level at: High water alar at: Foundation >5' >10' N/A N/A in. in. in. Pump Make & Model Electrical Inspections performed by: Curtain Drain None Noted Remarks: Well Has Not Been Constructed at this Time. BENCH MARK Location and Description: House Foundation and Minor Framing Completed. As Built Top of Foundation. Assumed Elevation: to be Resubmitted Once Well and House are Completed. 100.0 Ft. Inspections performed by: T. Kimbrougn Dates: 1st 9/13/2004 �F $�-�3s' 2nd 9/14/2004 • -. •S,�`j e Development Services Department ApprovalP J , : Ej g . V4 Conditional Approval Date: � oy P®®aa ,D4b¢FBo(asoos�omee°^esr ee.'`��,v;��-�-a/asJosoaaae,'L.,.-' oe..}•r' �m MICHAEL E. ANDERSON s� •e CE - 4381 sseese ��G Reviewed and approved by: Date: 3 3 t���� �"?OFESS a I" k'o J�. Pae oy ova ANDERSON ENGINEERING P.O. BOX 240773 ANCHORAGE, AK 99524 522-7773 677.-7766 (FAX)' DATE: March 13, 2012 TO: Jeff Poet FROM: Mike Anderson, P.E. SUBJECT: Tract A, Pioneer Estates Subdivision Septic System Inspection Report and As Built We have reviewed your comments and made the following revisions concerning the as built for the septic system on Tract A, Pioneer Estates Subdivision: 1. The surface slope on the tract is virtually flat. The alignment of the absorption trench was altered slightly from the plan at the installers preference. The absorption area of the trench is entirely in the gravel material. The alignment of the trench is acceptable in its current location. In addition, the trench was placed relative to the location of the test holes. The test hole locations may not have been exact on the plan design as no survey control was available on the lot at the time of design. 2. The well is not in at this time. A new permit will be required to place the well. We have moved back near the originally permitted location. 3. The septic tank is 1,000 gallons. The inspection report has been modified to reflect this. 4. The owners qualification letter to install the septic system is attached. Municipality of Anchorage Page 3 of 3 DEVEOPMENT SERVICES DEPARTMENT 4700 Elmore Road Anchorage, AK. 99519-6655 - 343-7904 On -Site Wastewater Disposal System or Well Inspection Report Permit Number: SW040205 PID No. 057-091-01 12.4 96.7 � F� UU 1,000 Gallon Septic Tank E- U U 96.3 93.3 610 Groundwater 83.3 —/ 96.5 Finished Grade Drainfield Rock 38' (Trench Length) PROFILE AS -BUILT No Scale 93.3 89.3 100' PR0TEC9VE WELL RADIUS \---FUTURE WELL 5.8*X36' BALCONY (2) 6'x36' BALCONIES I Aj 2--STOI%'6E.SIDENCE LL WITH F LL BASEMENT HOUSE, WELL, AND SEPTIC DETAILS SCALE.- 1 "=30' 5.8'08,8' BALCONY SEPTIC GLEANOUTS '50"E 1079.01' 1 30' ROW EASEMENT ----,'t I N 89-55- O,® �OE 30.00 -, -FUTURE WELL —100' PROTECTIVE WEI.L RADIUS 3C -SEPTIC CLEANOUTS TRACT A BLM RESERVATION 1,330,056 Y. R=-20.00' 3J10' UfILITY EASEMENT L=31 7 30-00' RAYMOND AVENUE LOT 1 �0 v I PLOT PLAN AS BUILT - X— SCALE 1 "=-200' GRID NE 1412 _ Project No. 11 — 10 1 Lang & Assoclafes, inc. 11500 Daryl Avenue, Anchorage, Alaska 99515-3049 (907) 522-6476 Phone Registered Land Surveyors (907) 522-4625 Fax OF A4!�� kon0langsurvoy.com / lonothan*langsurvey.com 4 I hereby certify that I have surv6yed the following described properly: TRACT A. PIONEER ESTATES. (Plat 88-06jj) '9 Anchorage Recording District, Alaska, and th.t the Improvements situated thereon are ......... ......... within the property lines and do not encroach onto the proper roto, fy adjacent the that no Improvements on the property lying adjacent thereto encroach on the surveyed promises and that there are no roadways, transmission lines or other easements an sold property except as Indicated hereon. V) I KENNETH G. LAN6,--';-' ""N Dated this the Day of at Anchorage, Alaska It Is th6 responsibility of the owner to determine the existence of any easaments. covenants, or restrictions which do noi appe�.ir an the recorded subdivision plaf. J jflb LOT 1 �0 v I PLOT PLAN AS BUILT - X— SCALE 1 "=-200' GRID NE 1412 _ Project No. 11 — 10 1 Lang & Assoclafes, inc. 11500 Daryl Avenue, Anchorage, Alaska 99515-3049 (907) 522-6476 Phone Registered Land Surveyors (907) 522-4625 Fax OF A4!�� kon0langsurvoy.com / lonothan*langsurvey.com 4 I hereby certify that I have surv6yed the following described properly: TRACT A. PIONEER ESTATES. (Plat 88-06jj) '9 Anchorage Recording District, Alaska, and th.t the Improvements situated thereon are ......... ......... within the property lines and do not encroach onto the proper roto, fy adjacent the that no Improvements on the property lying adjacent thereto encroach on the surveyed promises and that there are no roadways, transmission lines or other easements an sold property except as Indicated hereon. V) I KENNETH G. LAN6,--';-' ""N Dated this the Day of at Anchorage, Alaska It Is th6 responsibility of the owner to determine the existence of any easaments. covenants, or restrictions which do noi appe�.ir an the recorded subdivision plaf. J MUNICIPALITY OFANCHORAGE s T f/ 14-10 /'4-10 ¢Development Services Department Onsite Water 8 Wastewater Program i y) 4700 South Bragaw Street ' 6 P.O. Box 196650, Anchorage, AK 99519-6650 M1 1%J (907) 343-7904 " 1 1 ON-SITE WASTEWATER DISPOSAL SYSTEM I WATER SUPPLY PERMIT Initial Permit Number: SW040205 Legal Description: dponeer Estates`frao(A-' Design Engineer: 0014 Anderson Engineering Owner Name: Ray Cheely Owner Address: P.O. Box 670205 Chugiak . AK 99567 - Date Issued: Jun 18, 2004 Expiration Date: Jun 18, 2005 Parcel ID: 057-091-01 Site Address: 21576 Cheelys Lane Lot Size: 1330056 SO. FT. Total Bedrooms: 3 Permit Bedrooms: 3 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 specked 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. Received By: Date: G - 2C -VV Issued Bye/ ^ Date: tol,61101 Parcel I.D. 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 ON-SITE SEWER/WELL PERMIT APPLICATION FOR A SINGLE FAMILY DWELLING 0r- — —ocl 1- Number SW Property owner(s) Ray Cheely Day phone 688.6201 Mailing address (1) P.O. Box 670205 Chuaiak AK 99567 Mailing address (2) Zip Code Legal description (Lot, Block & SuVd.) Tract A. Pioneer Estates Subdivision Legal description (Section, Township & Range) D �71 Q ( ka_O s� ` S Lf_:�, V\q- Lot Size_ 1300 OSG Acr Sq.Ft THIS APPLICATION IS FOR: Number of Bedrooms Three (3) 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. (Signature of property owner or authorized agent) Permit Fees: Date of Payment: Receipt Number. (Rev. 77/00) Waiver Fees: Date of Payment 4 Y) Receipt Number. ANDERSON ENGINEERING P.O. BOX 240773 ANCHORAGE, AK 99524 522-7773 522-6779 FAX June 15, 2004 Municipality of Anchorage Development Services Department On -Site Water and Wastewater Program 4700 South Bragaw Street Anchorage, AK 99519-6650 Subject: Tract A, Pioneer Estates Subdivision Septic System Design and Permit Application Impacts to Adjacent Properties Dear Onsite Services Engineer: The owner of Tract A, Pioneer Estates Subdivision intends to construct a three- bedroom home on the property. We are therefore requesting a permit be issued for the construction of a new well and septic system to serve the home. The Site Plan and backup documentation identify.the location and configuration of the proposed well and septic system and alternate. The tract is approximately 32 Acres in area and no conflicts with wells or septic systems in the area are possible. Existing drainage arrows and the current drainage pattern are also identified on the Site Plan. The drainage pattern will be maintained after development of this lot is complete. Test holes placed near the location of the absorption trench and alternate site indicated silty sand and gravel. The accepting soils were tested and found to have percolation rates of 2 to 5 minutes per inch. No groundwater was found during excavation and none was noted during the monitoring period. Our design includes the placement of a new 1,000 -gallon septic tank along with a 38' long by 5' wide by 4' effective depth absorption trench to collect and treat the sewage generated in the house. The bottom of the trench will be 7' below the surface. The distribution pipe will be 3' below the surface. A minimum of 3' of cover will be placed atop the trenches and a minimum of 4' of cover will be placed atop the new septic tank. The ground surface on the lot slopes at shallow grades from west to east. The absorption trench will be constructed parallel with the slope of the ground surface as much as possible in conformance with Municipal requirements. The new septic system will be constructed 100' from all wells and surface water. It will also be constructed a minimum of 10' from any water service in the area. Tract A, Pioneer Estates Subdivision June 15, 2004 Page Two If the system is constructed in accordance with our design the following statements apply: 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, 1�� 'fes Michael E Anderson, P.E. Attachments 41 —.. ?r •s. a MICHAEL E. ANDER' 16, No. CE -4381 1070.39 u �4 u a - a 0 90' 'Z. N s 49 lot t NOTE: No Conflicts With Adjacent Wells or Septic Systems. 1073.52 Raymond Avenue Not .••� OF �•''•. iI 49 hA� SITE PLAN ��a lONEL L N10ERSW� C.i •••••••tea s��a;: •• Not to Scale DO' ® TN1 1.000 Capon Septic Tank 8' 15' Alternate Site Three Bedroom Nouse 4% 38' 1on9 x S' Wide TH2 x 4' effective Depth Absorption Trench g rOrPropo$e04 .••'Okof Tj%• °•• Raymond Avenue •�,•„__� am 49th •• ♦♦ '.t ... E ♦ 1'^ :MICHAEL ANOERSW j SYSTEM PLAN 0. •• ♦ •1•,^u LSSi,����• SCALE 1' = 40' •����� TRACT A, PIONEER ESTATES SUBDIVISION DESIGN FACTORS: SYSTEM REQUIREMENTS: Three Bedroom House 5' Wide Trench System Perc. Rate: 2-5 Min./Inch 1,000 Gallon Septic Tank Application Rate: 1.2 GPD/SF 4' Drainfield Rock 3 Bedrooms X 150 GPD/1.2 GPD/SF (Application Rate) = 375 SF Absorption Area 375 SF/5 SF ".5 (Red. Factor) = 37.5 LF Trench Length THEREFORE: Construct a 38' Long x 5' Wide x 4' Effective Depth Absorption Trench. Flow Line Elevation in Trench to be 3' Below Original Ground Surface. Total Depth to be 7' Below Existing Ground. Provide 4' Cover Over Septic Tank and 3' Cover Over Absorption Trench. Provide 2" of Insulation and 2' of Cover if Necessary. 2'6" 6" 4'0" Natural Backfill / Geotextile Fabric 4" Perforated PVC (Holes Down) Drainfield Rock TYPICAL 5' WIDE TRENCH SECTION (NO SCALE) 0 NOTE: Grade Area Over Trench to Drain Away. 4 Minimum 6' Separation From Bedrock ;••» Minimum 4' Separation From Groundwater. Minimum 100' Separafion From Wells in the Area. Minimum 100' Separation From Surface Water or Streams: 0 M1CKAfL E NlD£R No. CE4M! Engineering P.O. Box 873141 Wasill< Phone: 907-357-6304 Tech Alaska 99687-3141 Fax: 907-357-6305 SOILS LOG - PERCOLATION TEST vice b�,°F•�q`�,, dA,� •' �� •s�0a ' 49� LEGAL DESCRIPTION- EKLUTNA LAKE R❑AD/20_ACRE PARCEL PERFORMED FOR- SKIP CHEELY DATE: 5/17/2004 PROJECT No- M0425 PARCEL ID,m- TECHNICIAN: T. I IMBROLIGH DEF M (feet) TEST HOLE # 1 OB/OG DRY SILTY POORLY GRADED SANDS DRY WELL GRADED SANDS W/GRAVELS DRY SILTY POORLY GRADED SANDS 0.EL 1. ANDERSON IT CE -4381 Type of Test: ® Percolation ❑ Visual SLOPE 0% SITE PAN See Site Plan SEE FUTURE ASAUILT WAS GROUND WATER ENCOUNTERED? NO IF YES Q WHAT DEFn < 5 DEFTH OF WATER AFTER MONITORING: None DATE OF MONITORING: 6/10/0 DATE READING G OSS TIME MINUTES) NET TIME (MINUTES) DEPTH OF WATER (INCHES) NET DRQP (INCHES) 5/17/04 TEST HOLE PRESOAKED PRIOR TO TESTING: 1 10:55 8.0' 2 11+05 10 3.5' 4.5- 3 11:05 8.5' 4 11:15 10 4.125' 4.375' 5 11:15 8.5' 6 11:25 10 1 4.125' 4.375' PERCOLATION RATE• 2 3 (MIN)INCIi) PERC. HOLE DIA 6 NCHES) TEST RUN BETWEEN:4_5 FT. and 5_5 FT. TEST PERFORMED BY VETECH ENGINEERING TECHNICAL SERVICE. I, MICHAEL E. ANDERSON CERTIFY THAT THIS WAS PERFORMED IN ACCORDANCE WITH ALL STATE AND MUNICIPLE GUIDELINES IN EFFECT ON THIS DATE- /eTech Engineering Technical `. P.O. Box 873141 Wasillo, Alaska 99687-3141 Phone: 907-357-6304 Fax: 907-357-6305 Dee1 1- 2 3 4 5 6 7 8 9 10• 11' 15 16 17 18 19 SOILS LOG - PERCOLATION TEST ice t:..:�<`°rs 49B N' _• �MUGNAFL F AND LEGAL DESCRIPTION- EKLUTNA LAKE ROAD/20 ACRE PARCEL 0, :• CE -4381 PERFORMED FOR- SKIP HFFI Y ®Oegfo p•....•• DATE: 5/17/2004 PROJECT No • M0425 6, QOrEss10 PARCEL IDX TECHNICIAN: T. I.. KIMBROLIGH Pfo� ► TEST HOLE # 2 Type of Test: ® Percolation ❑ Visual OB/OG DRY WELL GRADED GRAVELS :. W/FRACTURED TILL DRY SILTY POORLY GRADED SANDS a SLOPE 0% SITE PLAN See Site Plan SEE FUTURE ASBUILT F WAS GROUND WATER ENCOUNTEREw NO IF YES® WHAT D=5� DEPTH OF WATER AFTER MONITlM1NG None DATE OF MONRORM: t i DATE READING GROSS TIME (MINUTES) NET TIME (MINUTES) DEPTH of WATER (INCHES) NET DROP (INCHES 5/17/041 TEST HOLE PRESOAKED PRIOR TO TESTING: 1 11,00 10.0' 2 11:10 10 2.125' 7.875' 3 11110 11.0' 4 11120 10 3.0' 8.0' 5 11120 11.0' 6 1 11130 10 3.0' 8.0' PERCOLATION RATE• 1_3—(MIN/INCII) PERC. IIOLE DIA 6� ,SINCHES) TEST RUN BETWEEN: 3_5 FT. and 4_5 FT. TEST PERFORMED BY VETECH ENGINEERING TECHNICAL SERVICE. I, MICHAEL E. ANDERSON CERTIFY THAT THIS WAS PERFORMED IN ACCORDANCE WITH ALL STATE AND MUNICIPLE GUIDELINES IN EFFECT ON THIS DATE: 6/15/2004