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HomeMy WebLinkAboutOVERLOOK ESTATES BLK 1 LT 1• ' •• a [�� t.: t' t Municipality of Anchorage On -Site Water and Wastewater Section - (907) 343-7904 Page 1 of 1 ON -SITE WASTEWATER INSPECTION REPORT Permit Number: OSP251 001 PID Number: 068-041-01 Dwelling: Al Single Family (SF) El with ADU F-1 Duplex (D) ❑ Two Single Family Project: ME New EJ Upgrade Name Stephanie Johnson & Larry Foxworth ABSORPTION FIELD ME Deep Trench M Wide Trench M Bed [I Mound Site Address 6330 Magnaview Drive El Other Phone Number of Bedrooms Soil Rating Total depth from original grade 1 4 1.2 GPDISF I 8.0 Ft. LEGAL DESCRIPTION Depth to pipe invert from original grade 3.0 Ft. Gravel depth beneath pipe 5.0 Ft. Subdivision Block Lot Overlook Estates 1 1 Fill added above original grade 2.2-2.9 Ft. Gravel length 50 Ft. Township Range Section Gravel width 2.5 Ft. Beds: Number of Lines n/a Distance between lines n/a Ft. SEPARATION DISTANCES To Septic Absorption Lift Station Holding Sewer Total absorption area Number of trenches Dist. between trenches From Tank Field Tank Line 500 Ft2 1 n/a Ft. Well 100'+ 100'+ NA NA 25'+ TANK 9 Septic E] S.T.E.P. 1771 Holding E) Other Manufacturer Greer (Deep Bury) Capacity 1250 Gal. Surface Water 100'+ 1001+ NA NA Material Number of compartments I Lot Line 5 1+ 10'+ NA NA NA HDPE 2 Foundation 10'+ 10'+ NA NA LIFT STATION Manufacturer Capacity Remarks Gal. D2661 & D3034 Alarm location Electrical installed by Installer PIPE MATERIAL House to tank D2661 Tank to D3034 drainfield Otis Industries, LLC Drainfield D3034 CO/MT** Inspector Pannone Engineering Services, LLC BENCH MARK (Assumed elevation) 100.3 ft ection is, 7/17/25 Inspdat nd 7/18/25 Location and description es: T-d 7/21/25 2 4" 8/15/25 1 MH Lid ON -SITE WATER AND WASTEWATER SECTION APPROVAL Engineers Stamp OF A/-., Conditional Approval: Date A 4,9 TH ;011 ..... S --ven R. ann tfo one ®� Septic System Approved Date CE 8149 -.1012312025.-, W­P)YOF�SS\OA��- Note: this approval does not include well permit requirements, (Rev 05/02/18) -n T ^ ^ D O G0 I � I toI -np n m m -p -i DO<0Oor-XM Ln Or' n Z Z�-< Z 00 D�- D • D==I-INprz2O= -� O - I rO�;v Edn ��m O I y Z C D O m Z <�nZ0 m O m r• I I z m C O p O D > y m D C-I �m� N m N� -Dj Z m = m D n m X D n Z D m G) m r m r-- � W it m LA � N = W N oo N 0) N --A N 0 -& oo -' O v 0 y p N t0 -I dl cl) W Ln l0 W Q1 W -A P W � W Ol W N l0 N 0) w io o Ln oo --iLnc Kul> n-v --�Z-0 Oom Z��OmDO� D X r- ---i > n 711- D D N m � � ;;a � � Zr�r,JO=DNS -� m� ��Ozr''r''O'Z D 2mL'n m O L/, Ull Ocn O�O��L'iO- X 0 0 u) -p < 70 v�-��TG�� mm D m -n n C) m 00 = -n ---Im o Ln T' a. n M rn �cnLAn�w-I-i;v / - / I--, I--, m(AV)ZmDmN(ml mmm-nz pX 70 cn-NITD�Ln mZ0D N N OD / 0�g > 00Zc)/ / \- ! / / /mrZ m -I = D < T - / / �� ^ o- / mmD-i Ln Dm7ocn - - / / .��/ ) / m' R°"'m C 00 > - ppNpmC�= - ✓ / / - / r /DD __ /mr^Z m ��- c� /� DOS, ZD -nn��m / mR, n m� nx Z<m-i ODC / / - / / �o /z� �� / n' m La _ t/ m v to - _ / -�m-IZ0MZ �-A n 0=^n�0p // �� n--I m-n�O0>�Tom0cDmmD-0 r m, / J 7"Z m� D Z Z z / / r / Mg n J nnAcnX0n0 J .- / - I / , w n� Or�6mDm�i= / �- ' / / / n i / l/ -I cn-IDTOv O D WO�om / n_ ' D / m C D 7C m=O�zDD� r/// //D // / / �� J/ / W/ /�\// \� --i % // �1�/ 0 - —i -`t / r' n��00-0� / m- / l D D D m m 000 m�rnN0Dmvmi / DD,O�MZ�o / -- O r Z v, O D N WD��nmDO< 0 W W = --i 7o r- m Z<DVn --- Im mcznDco Z�O LA Lon V) V -I D 0 co Zco o ti / _ /� / - w r-I�n / / // / w co i 0 - = p n�o Or V v r -Im m m co / r 0 G)r)� �/ /�� � / � RECORD DRAWING PANNONE ENGINEERING SERVICES, LLC (C.I. 1088 P.O. BOX 1807 PALMER, AK 99645 PHONE (907) 745-8200 FAX (907) 745-8201 4��O�F ���\� A� 11 .?•�� .. • • • .. qli q�P•' '•.'f��+� e*.-" 49 TH .: * �/ '.STEVEN R, PANNONE.' / ��+�F�;•. CE-8149 s 1012212025 .���� ill1F0PROFEssiOOI,, �A\\tt��' REVISIONS UAIE 10/22/2025s, sCA� 1 60 ' OVERLOOK ESTATES B1 L1 STE P HA N I E J O H N SO N SITE: 6330 MAGNAVIEW DRIVE EAGLE RIVER, AK DRAWN ACP P.I.D. NO 068-041-01 CHECKED SRP SITE PLAN PERMIT NO. OSP251001 SHEET 1 OF 2 CLEAN OUT O C) Ll A O O O N MANHOLE N OC � D Z o 7C m m CLEAN OUT N tD N A DOUBLE CLEAN OUT CLEANOUT O A � O ? D O � MONITOR TUBE Z � � w p Z � 0 X O z7 n 0 T P %7 � D m D r^ � W � D � � to m _O n Z :v m v Z m N A MONITOR TUBE CLEANOUT T � W W RECORD DRAWING PANNONE ENGINEERING SERVICES, LLC (C.I. 1088) P.O. BOX 1807 PALMER, AK 99645 .�•'�" ,�� O .. ' ' - - . 0 li REVISIONS DATE 10/22/2025 PHONE (907) 745-8200 FAX (907) 745-8201 �P • 'f��� j *.' 49 TH �/ / ....../�- ....... j �r STEVENR.PANNONE.' / �+�����'. CE-8149 �� SCALE NTS OVERLOOK ESTATES B1 L1 STEPHANIE JOHNSON DRAWN ACP P.I.D.NO 6 0 41-01 PERMIT NO. CHECKED SRP SITE: 6330 MAGNAVIEW DRIVE Jf 10/22/2025 . '�v �lll�OPROFESSioN OSP251001 SHEET 2OF2 PROFILE EAGLE RIVER, AK --1 THIS MORTGAGE LOCATION SURVEY WAS PREPARED FOR EAL-CON• AND SHOULD ONLY BE USED FOR A SINGLE PROPERTY ACTION. RE -USE OF THIS DRAWING BY THE ORIGINAL CLIENT OR BY OTHERS, FOR ADDITIONAL USES AT A LATER DATE WITHOUT EXPRESS WRITTEN CONSENT OF HANSON LAND SOLUTIONS IS A VIOLATION OF FEDERAL COPYRIGHT LAW, UNLESS GROSS NEGLIGENCE IS DISCOVERED, THE LIABILITY OF SAID SURVEYING COMPANY SHALL BE LIMITED TO THE AMOUNT OF FEES COLLECTED FOR SERVICES IN PREPARATION OF THIS PRODUCT. I UNSURDI VIDED (S89°49'57"E) LEGEND (N74°45'W) (254.70') O n LTl n LEA �MH rdS� LOT 1 1.23 A CRESS' %L_VMH a• :. ,�S, ---- -------------------------------------------- ELEVATED _ DECK OVERLOOK ES TA TES (84-287) I RECORD PER PLAT (74-40) BLOCK PEDESTAL, TELEPHONE PEDESTAL, ELECTRIC ELECTRIC TRANSFORMER BOX WATER WELL MANHOLE rS' CLEANOUT (SEWER) (256.01') zs.3' W' 2.0 Eu THE HEREON REPRESENTED SURVEY DOES NOT CONSTITUTE A BOUNDARY SURVEY. IT IS SUBJECT TO ANY 12" CULVERT INACCURACIES THAT A SUBSEQUENT BOUNDARY SURVEY MAY DISCLOSE. 16° CULVERT 2. THE HEREON REPRESENTED SURVEY IS A MORTGAGE DECK/PORCH LOCATION SURVEY, COMMONLY KNOWN AS AN "AS -BUILT" IN THE STATE OF ALASKA. IT / ® BUILDING PRESENTS A QUALIFIED OPINION TO THE MORTGAGE LENDER AND/OR TITLE INSURER OF WHAT BUILDING(S) r ! GRAVEL ROAD/DRIVEWAY AND OTHER IMPROVEMENTS ARE LOCATED ON THE SUBJECT PARCEL. 3. THIS SURVEY ANALYZED THE REAL PROPERTY DEFINED BY E ASPHALT ROAD THE INSTRUMENT OF LEGAL DESCRIPTION FURNISHED BY THE CLIENT: OVERLOOK ESTATES SUBDIVISION, - CONCRETE PAD RECORDED AT (84-287) PALMER RECORDING DISTRICT. 1 ANALYSIS IS LIMITED TO DETAILS PRESENTED ON THE FACE OF SAID INSTRUMENT. 4. EASEMENTS, COVENANTS, SETBACKS, RESTRICTIONS, ETC NOT APPEARING ON THE FACE OF SAID INSTRUMENT MAY EXIST. DETERMINATION OF THEIR EXISTENCE IS THE '- 1 0 ' T &E RESPONSIBILITY OF THE OMER. � EASEMENT 5. THIS DOCUMENT IS NOT TO BE USED IN SUPPORT OF ANY NEW CONSTRUCTION. 'yTAN d r $ 4 _ 7) l 6. DIMENSIONS OBTAINABLE FROM THIS DOCUMENT ARE \ LIMITED TO THOSE BEARINGS AND GROUND DISTANCES 1. SPECIFICALLY LABELED HEREON. THE DOCUMENT DOES NOT PURPORT TO PRESENT A BASIS FOR SCALING TO COVERED \ �'A'.' y . DIMENSIONS NOT LABELED HEREON. DECK �7. THIS SURVEY WAS COMPLETED IN SUBSTANTIAL '` ° \ .q. •. ACCORDANCE WITH ASPLS 'MORTGAGE LOCATION SURVEY ". '.•' :. r,�[l +'. STANDARDS." LINEAR ERROR IN THE REPORTED TIES TO PROPERTY LINES IS GENERALLY ESTIMATED TO NOT EXCEED 1 FOOT. A CONFIDENTLY REDUCED LINEAR (S89°29'27"W) \ (346.28') 15 0 30 45 60 �qT R -(100' RADIUS) _ W" P aEC ION ZONE US SURVEY FEET THE TIME THE SURVEY WAS PERFORMED ON SEPTEMBER i 29, 2025. 'q. VERL OOK µ: •,:::..:': TA TES 287 \T �i HANSON LAND SOLUTIONS 305 E. FIREWEED AVE. PALMER, ALASKA 99645 (907)746-7738 BUSINESS LICENSE #1525 4PA ' �® • 49'" e ® rn :C AIG H 0 ' q 0q� <L 1 33 22 SURkEY I HEREBY CERTIFY THAT THIS DOCUMENT REPRESENTS A SURVEY MADE BY ME OR UNDER MY DIRECT SUPERVISION, OF THE FOLLOWING REAL PROPERTY: LOT 1, BL OC/( 1 ovERLOoK ES TA TES (PLAT 84-287) PALMER RECORDING DISTRICT \ LOCATED WITHIN NEY4 SEC. 25, T.14N. R.1W LLE SM, AK ;'r = "'•: :':'``:'. CONTAINING \ ,' •....,'. - ~ 1.23 ACRES \ ' : t.F MORE OR LESS � c" SCALE: 1"=30' 1 JOB:24-292 DWN:LS I FILE:24-292 AB CK:CEH 10/16/24 01 OF 01 © DOC CO dba 4 ► L pIVAN CQCE WATER WELL P.O. Box 670269, Chugiak, AK 99567 688-2759 www.sullivanwaterwells.com Pump Installation Log Well Drilling Permit Number: OSP Parcel Identification Number: Legal Description Overlook Estates Block 1 Lot 1 Pump Installation Date: 6/17/25 251001 Date of Issue 1/10/25 06804101000 Pump Intake Depth Below Top of Well Casing: 353 feet Pump manufacturer's Name: Grundfos Pump Model: 10SQE10-15 Pump Size: 1 hp Pitless Adapter Burial Depth: 12 feet Pitless Adapter Installer: Unk Pitless Manufacturer: Harvard Disinfected Upon Completion? ® yes Method of Disinfection: Chlorine 50 PPM Comments: Pump Installers Name: Sullivan Water Wells Foliff. Property Owner Name & Address Falcon Alaska 6330 Magnaview Dr, Eagle River, AK 99577 WATER QUALITY TESTING Colifr rm r, F C,, C01/1 OOML Ntrates ` mg/L Arsenic ,�0 ug/L 9 /ZS Attention: The pump installer shall provide a pump installation log to the DSD within 30 days of pump installation. Certified Drilling Log OWNER OF LAND: Falcon ADDRESS: 6330 Magnaview Dr. Eagle River, AK 99577 LEGAL DESCRIPTION Overlook Estates Blk 1 LT 1 DATE: 4/4/25 PERMIT NUMBER: OSP251001 DATE OF ISSUE: 1/10/25 TAX IDENTIFICATION NUMBER 06804101000 Is well located at approved permit location: Yes No Method of Drilling: air rotary cable tool Depth of Well: 500’ Casing Type: Steel Wall thickness .250 inches Diameter: 6 inches, depth 64’ feet Liner type Static Water Level: 109 feet Recovery Rate 7 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: 100 lbs. Depth: from 2 feet, to 42 feet Well Disinfected Upon Completion: yes no Method of Disinfection: Chlorine 50 PPM Comments: Bore Hole Data Depth From To 0 2 Casing Stickup 2 4 Overburden 4 59 Silty gravel with cobbles 59 73 Bedrock fractured 73 186 Bedrock gray 186 192 Bedrock gray with quartz 192 304 Bedrock gray 304 309 Bedrock gray with quartz 309 476 Bedrock gray 476 486 Bedrock gray broken quartz seams 486 500 Bedrock gray 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. 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: OSP251001 Work Type: WellSeptic Renewal Tax Code Number: 06804101000 Site Legal Address: OVERLOOK ESTATES BLK 1 LT 1 G:0465 Site Mailing Address: Owner: JOHNSON STEPHANIE & Design Engineer: PANNONE ENGINEERING SERVICES This permit is for the construction of: Effective Date: Expiration Date Lot Size in Sq Ft: Total Bedrooms: y V Pv gib,# r. Ucirirtuic.r��t 1 /10/2025 1 /10/2026 53679 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 (24/7). 4. From October 15 to April 15, a subsurface soil absorption system under construction during freezing weather shall be either: a. Opened and Closed on the same day, or b. Covered, sealed, and heated to prevent freezing Received By: { S S V Date: 1 Issued By: Date: I// 0Z 2V 2 '' 4 MUNICIPALITY OF ANCHORAGE Development Services Department Phone: 907-343-7904 On -Site Water & Wastewater Section ON -SITE SEPTIC/WELL PERMIT APPLICATION Parcel I.D. 068-041-01 Property owner(s) Stephanie Johnson & Larry Foxworth Day phone Mailing address Site address NSN Magnaview Drive Legal description Overlook Estates, Block 1, Lot 1 Number of Bedrooms 4 Engineering Firm Pannone Engineering Services Building Permit Number APPLICATION IS FOR: (® all that apply) Absorption Field 0 Septic Tank 0 Holding Tank ❑ Privy ❑ Well F-1 Not Applicable ❑ APPLICATION IS AN: Initial e Upgrade ❑ Renewal ❑ THIS APPLICATION INCLUDES A WAIVER REQUEST FOR: Permit/Rush Fees: Date of Payment: S~ Permit No. Waiver Fees: Date of Payment: Waiver No. Distance: Pannone Engineering Services LLC Steven R. Pannone, Principal Registered Professional Engineer E‐mail: steve@panengak.com Mailing: P.O.Box 1807, Palmer, AK 99645 Telephone: (907) 745‐8200   FAX: (907) 745‐8201 Municipality of Anchorage Development Services Department On‐Site Water & Wastewater Program 4700 Elmore Road Anchorage, Alaska Subject:   Overlook Estates, Block 1, Lot 1          Well and Septic System Permit Request This is a design narrative for a permit to install an initial well and septic system on the subject property. The proposed system will serve a proposed four‐bedroom (4br) house. This lot and surrounding lots are served by private wells. 1. Soils: A test hole was performed in the vicinity of the proposed system on this lot by First Water Consulting in June of 2022. Groundwater was not observed during the excavation of the test hole, and bedrock was not encountered. Groundwater was not observed in the test hole monitor tube after 7‐days or in the month of October. Based on the results of the percolation test and overall soils appearance an application rate of 1.2 gpd/SF was used for the design of a conventional wastewater treatment system in the area of the test hole. 2. Soil Absorption System Design. a. See Sheet 1 of the design package. 3. Surface Water: There is no surface water within 100 feet of the proposed septic tank and drain field. 4. Topography: See attached site plan for area topography. The slopes surrounding the septic system are less than 25%.. 5. Drawing Markings: The Drawings are marked “For MOA Review Only”. When written notification that the review is complete and no further comments are received from MoA On‐Site Department, the note will be removed and “For Construction” drawings will be issued. The proposed installation will not affect the future development of this or the surrounding lots. If you have any questions or concerns, please contact me at (907) 745‐8200. Sincerely, SRP Steven R. Pannone, P.E. F. ASCE Owner/Civil Engineer 3 January 2025 Municipality of Anchorage On-site Water and Wastewater REVIEWED FOR CODE COMPLIANCE OSP251001, Curtis Townsend, 01/10/25 SPECIAL PROVISIONS TO SPECIFICATIONS 1. GENERAL NOTES: 1.1. ANY MODIFICATIONS TO THE ATTACHED PLANS NEED TO BE APPROVED BY PES AND THE OWNER OF THE PROPERTY. 1.2. PES SHALL BE NOTIFIED A MINIMUM OF 48 HOURS IN ADVANCE BEFORE CONSTRUCTION OF THE PROPOSED WASTEWATER TREATMENT SYSTEM. 1.3. PES SHALL BE NOTIFIED A MINIMUM OF 24 HOURS IN ADVANCE TO PERFORM A MINIMUM OF FOLLOWING INSPECTIONS: 1.3.1. A PRE CONSTRUCTION MEETING IS REQUIRED BY STATE AND MUNICIPAL REGULATIONS BEFORE A ONSITE WASTEWATER TREATMENT SYSTEM MAY BE INSTALLED. 1.3.2. TOP OF SEPTIC AND OR HOLDING TANK (TANK IS SET IN PLACE LEVEL WITH ALL PIPING ATTACHED (CLEANOUTS, MANHOLES, INLET AND OUTLET PIPING). 1.3.3. BOTTOM OF EXCAVATION OF THE DRAIN FIELD/S. 1.3.4. AFTER PLACEMENT OF FILTER SAND (IF NEEDED). 1.3.5. AFTER INSTALLATION OF THE DRAIN ROCK WITH ALL ASSOCIATED PIPING IN PLACE INCLUDING DISTRIBUTION LINES CLEANOUTS AND MONITOR TUBES PRIOR TO INSTALLATION OF FILTER FABRIC AND INSULATION (IF NEEDED). 1.3.6. FINAL GRADE INSPECTION. ENTIRE SYSTEM IS INSTALLED AND BACKFILLED. 1.4. THE ENGINEER (PES) HAS NO CONTRACTUAL RELATIONSHIP WITH THE CONTRACTOR (THE INSTALLER OF THE SYSTEM) AND, THEREFORE, HAS NO AUTHORITY, CONTROL OR RESPONSIBILITY FOR THE CONTRACTOR'S EMPLOYEES, THE QUALITY OF WORK, THEIR COMPLIANCE WITH THE DESIGN DRAWINGS/SPECIFICATIONS OR THEIR MEANS/METHODS OF CONSTRUCTION. AT APPROPRIATE INTERVALS, THE ENGINEER WILL VISIT THE WORKSITE TO OBSERVE THE QUALITY OF THE CONSTRUCTION AND TO DETERMINE IN GENERAL IF THE CONSTRUCTION IS PROCEEDING IN ACCORDANCE WITH THE DESIGN DRAWINGS/SPECIFICATIONS.THE ENGINEER WILL NOTIFY THE OWNER IF DEFICIENCIES ARE OBSERVED; HOWEVER, THE FAILURE OF THE ENGINEER TO OBSERVE A DEFICIENCY WILL NOT RELIEVE THE CONTRACTOR OF THE RESPONSIBILITY FOR CORRECTING ANY SUCH DEFICIENCY. THE ENGINEER WILL PREPARE RECORD DRAWINGS AND SUBMIT THEM TO THE REGULATORY AGENCY HAVING JURISDICTION OVER THE WASTEWATER TREATMENT SYSTEM (ADEC OR MOA). FINAL APPROVAL OF THE WORK AND CORRECTION OF ANY DEFICIENCIES IS BETWEEN THE OWNER, THE CONTRACTOR, AND THE REGULATORY AGENCY HAVING JURISDICTION OVER THE WASTEWATER TREATMENT SYSTEM (ADEC OR MOA). 2. SCOPE AND SPECIFICATIONS: 2.1. ALL CONSTRUCTION SHALL BE INSTALLED AS SPECIFIED IN THE MOST CURRENT EDITION OF THE MOA COMPONENT PARTS AND MATERIALS USED IN CONSTRUCTION OF ON-SITE WASTEWATER DISPOSAL SYSTEMS AND AND IN ACCORDANCE WITH AMC 15.65 AND 15.55. 2.2. CONTRACTED WORK WILL BE IN COMPLIANCE WITH MUNICIPALITY OF ANCHORAGE STANDARD SPECIFICATIONS (MASS) DIVISION 10 & DIVISION 20 AS APPROPRIATE. 2.3. SCOPE OF WORK: INSTALL WELL AND SEPTIC TANK PER DESIGN 2.4. GROUNDWATER WAS NOT ENCOUNTERED TO A DEPTH OF -14.0'- BELOW EXISTING GRADE AS EVIDENCED BY THE SOIL TEST HOLE. IF AN APPARENT WATER TABLE IS OBSERVED IN ANY OF THE EXCAVATIONS LESS THAN -14.0'- BELOW EXISTING GRADE NOTIFY THE ENGINEER IMMEDIATELY. 2.5. STRUCTURES DEPICTED ON THE SITE PLAN ARE BASED UPON ONE OF THE FOLLOWING: CONCEPTUAL PLOT PLAN DEVELOPED BY OWNER; A PLOT PLAN DEVELOPED BY RLS; OR A SURVEY AS-BUILT. 3. CONSTRUCTION SPECIFICATIONS: 3.1 . ALL EXCAVATION DEPTHS ARE ADVISORY. THEY ARE TO BE VERIFIED AND MAY BE MODIFIED BY THE ENGINEER IF ACTUAL FIELD CONDITIONS VARY FROM THOSE USED TO PREPARE THE DESIGN 3.2. EXCAVATE THE DRAIN FIELD. BOTTOM OF EXCAVATION SHALL BE LEVEL AND SCARIFIED. RECORD ELEVATIONS AT BEGINNING, MIDDLE AND END OF TRENCH BOTTOM. CONSTRUCTION EQUIPMENT SHALL NOT OPERATE ON THE FLOOR OF THE EXCAVATION. ANY MATERIAL COMPACTED BY THE OPERATION OF THE CONSTRUCTION EQUIPMENT SHALL BE REMOVED AND REPLACED WITH UNCOMPACTED MATERIAL. 3.3. PLACE THE SEWER ROCK TO THE SPECIFIED DEPTHS. DO NOT CONTAMINATE SEWER ROCK WITH NATIVE MATERIAL OR SPOILS FROM EXCAVATION. LEVEL ROCK SURFACE TO ± 1" PRIOR TO INSTALLING THE PERFORATED PIPE. 3.4. ALL PIPE SHALL BE PVC CONFORMING TO ASTM D3034 OR ENGINEER APPROVED EQUAL. MINIMUM SOIL COVER SHALL BE 3 FEET OVER THE PIPE AND 4 FEET OVER THE SEPTIC TANK. ONE INCH OF INSULATION MAY BE SUBSTITUTED FOR 1 FOOT OF SOIL COVER. 3.5. ALL INSULATION SHALL BE 2" THICK DOW Hl-40 INSULBOARD OR ENGINEER APPROVED EQUAL. CENTER INSULBOARD WIDTH OVER SEPTIC TANK OR LINES. 3.6. GEOTEXTILE SHALL BE MIRAFI 140S OR ENGINEER APPROVED EQUAL. LAP ALL JOINTS 2 FEET MINIMUM. 3.7. COVER THE DISTRIBUTION PIPE WITH A MINIMUM OF 2" OF SEWER ROCK AND COVER WITH GEOTEXTILE BEFORE PLACING INSULATION AND BACKFILL. 3.8. MATERIAL USED AS FILL SHALL BE CLEAN AND FREE OF ORGANICS, TRASH AND CONSTRUCTION DEBRIS. 3.9. SLOPE ALL FILL MATERIAL TO DRAIN AT 2% MINIMUM SLOPE AND 3:1 MAXIMUM SLOPE AND IN SUCH A MANNER THAT PONDING AT OR NEAR THE DRAIN FIELD DOES NOT OCCUR. THE FILL SHALL BE LEFT AT 6" HIGHER THAN SHOWN TO ALLOW FOR smLEMENT. SEED SURFACE AFTER COMPLETING INSTALLATION AS PER MOA CODE. 3.10. RECORD THE FINISH GROUND ELEVATION OVER THE BEGINNING, MIDDLE AND END OF SYSTEM. 3.11. MAINTAIN 5' SEPARATION BETWEEN PERCOLATION HOLE AND THE DRAIN FIELD TRENCH. 3.12. EXPOSE, PUMP AND FILL LOG DISPOSAL CRIB OR CONCRETE TANK WITH SOIL TO ABANDON IAW WITH MOA CODE IF NEEDED. 4. CONTRACTOR RESPONSIBILITIES: 4.1. THE CONTRACTOR SHALL FAMILIARIZE THEMSELVES WITH THE SITE CONDITIONS AND LOCATIONS OF ALL LOT LINES, EASEMENTS, WELLS (E & P), SEPTIC SYSTEMS (E & P) AND SHALL MEET MINIMUM SEPARATION DISTANCES OR AS NOTED. 4.2. THE CONTRACTOR (BOTH WELL AND SEPTIC SYSTEM CONTRACTORS) SHALL HAVE ANY WELL LOCATION AND SEPTIC LOCATION STAKED AND ANY LOT LINE AND WELL RADIUS SHOWN ON THE PLAN WITHIN 30 FEET OF THE PROPOSED SYSTEM STAKED BY A REGISTERED LAND SURVEYOR BEFORE STARTING THE WORK. 4.3. THE CONTRACTOR IS RESPONSIBLE FOR ALL R.0.W. AND OTHER REQUIRED PERMITS, OTHER THAN THE ATTACHED. 4.4. THE CONTRACTOR SHALL CALL FOR LOCATING OF ALL BURIED UTILITIES. 4.5. THE CONTRACTOR SHALL PROVIDE 24 HOUR NOTICE TO THE ENGINEER PRIOR TO START OF WORK. ALL SURVEYING AND LOCATES SHALL BE IN PLACE PRIOR TO NOTIFYING THE ENGINEER. 4.6. THE CONTRACTOR SHALL NOTIFY THE ENGINEER OF ANY DISCREPANCY BETWEEN THE APPROVED DRAWINGS AND SITE CONDITIONS/LIMITATIONS POTENTIALLY CAUSING THE NEED TO MODIFY THE DESIGN. 4.7. AT THE COMPLETION OF THE WORK, THE CONTRACTOR SHALL SUBMIT RED-LINE AS-BUILT DRAWINGS TO THE ENGINEER. THE RED-LINES SHALL INCLUDE PIPE LENGTHS, ORIGINAL GROUND ELEVATIONS, PIPE ELEVATIONS, AND TANK ELEVATIONS. 4.8. THE CONTRACTOR SHALL PROVIDE PHOTOGRAPHS OF THE SYSTEM INSTALLATION TO INCLUDE BOTTOM OF EXCAVATION, TOP OF PIPE WITH CLEAN-OUTS AND MONITOR TUBES INSTALLED, INSTALLED TANK AND FINAL GRADING. 5. THE CONTRACTOR SHALL SIGN THE FOLLOWING: I CERTIFY THAT ALL WORK WILL BE PERFORMED IN ACCORDANCE WITH THE APPROVED PERMIT, AND ANY AND ALL CHANGE ORDERS, AND THAT THE AS-BUILT REDLINES ARE TRUE AND ACCURATE REPRESENTATION OF THE PROJECT AS CONSTRUCTED. THE PARTIES HEREBY AGREE TO THE TERMS AND CONDITIONS SET FORTH IN ATTACHED DOCUMENTS. CLIENT:CONTRACTOR: NAME:NAME:__________ _ SIGNATURE:. ________ _ SIGNATURE:. ________ _ DATE: __________ _ DATE:.__________ _ PANNONE ENG SVC, LLC DoteNOTES: FOR CONSTRUCTION �9':�--�1 /2/2025P.O. BOX 100217 ANCHORAGE, AK 99510 PHONE (907) 272-8218 FAX (907) 272-8211 , � -Di�··· ...•Scale N TS P.I.D. N O··· ·�·. · d···· ·· OVERLOOK ESTA TES, BLOCK 1, LOT 1 068-041 -01 STEPHANIE JOHNSON & LARRY FOXWORTH •• �\ewrf'•R.�aiirie>Re.PERMIT N O. NHN M AGNAV IEW DRIVE \�\ .__ cr. 814� .... 'OSPXXXXXX DESIGN DETAILS EAGLE RIVER, AK ,,���Sheet 2 OF 2 Municipality of Anchorage On-site Water and Wastewater REVIEWED FOR CODE COMPLIANCE OSP251001, Curtis Townsend, 01/10/25 � � USE: � .:_, 50LF x 2.5'w x 5.0'E.D., � "ii TOTAL AREA: 500 SFblMIN TANK SIZE: 1250901 (MoA APPROVED SEPTIC TANK) NOTES: FOR CONSTRUCTION DRAWN BY: DRM PLAN PANNONE ENG SVC, LLC P.O. BOX 100217 ANCHORAGE, AK 99510 PHONE (907) 272-8218 FAX (907) 272-8211 OVERLOOK ESTA TES, BLOCK 1, LOT 1 STEPH ANIE JOH N SON & LARRY FOXWORTH NHN MAGNAV IEW DRIVE EAGLE RIVER, AK Date 1 /2/2025 Scale 1 "=50 ' P.I.D. N O 068-041 -01 PERMIT NO. OSPXXXXXX Sheet 1 OF 2 Municipality of Anchorage On-site Water and Wastewater REVIEWED FOR CODE COMPLIANCE OSP251001, Curtis Townsend, 01/10/25 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: OSP231355 Work Type: WellSeptic Initial Tax Code Number: 06804101000 Site Legal Address: OVERLOOK ESTATES BLK 1 LT 1 G:0465 Site Mailing Address: Owner: AJEMIAN DIANA M Design Engineer: FIRST WATER CONSULTING This permit is for the construction of: Effective Date: Expiration Date Lot Size in Sq Ft: Total Bedrooms: ,It cnr S C, I ^ i Department 10/20/2023 10/19/2024 53679 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 (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 Issued By: G�!/ Date: Date: /0/-,,c Z 4 LI �J L1 U k1 V � C � FA\ L'� it 7 0 F / `. ll V V IJ=ll 0 R/ \ GE Development Services Department _ % Phone: 907-343-7904 On -Site Water & Wastewater Section Fax: 907-343-7997 ON-SITE SEPTIC/WELL PERMIT APPLICATION Parcel I. D. 068-041-01 Property owner(s) DIANA M AJEMIAN Day phone Mailing address 6941 CLEMENS CIRCLE, EAGLE RIVER, AK 99577 Site address NHN MAGNAVIEW DRIVE, EAGLE RIVER, AK 99577 Legal description (Sub'd., Block & Lot) OVERLOOK ESTATES BLOCK 1, LOT 1 Legal description (Township, Range & Section) Lot Size 53,679 Sq. Ft. Number of Bedrooms 4 APPLICATION IS FOR: APPLICATION IS AN: TYPE OF DWELLING: (® all that apply) Absorption Field 0 Initial 0 Single Family (SF) Q (w/wo ADU) Septic Tank EUpgrade ElDuplex (D) ElHolding Tank ElRenewal El Multiple Dwellings ❑ Privy ❑ (SF and/or D) Private Well Fx_1 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. nature of property owner or authorized agent) Permit/Rush Fees:. `32 0 Waiver Fees: Date of Payment: 10 glZ -Z2 Date of Payment: Receipt Number: 7l `6 1 RCS Receipt Number: Permit No. 05 PO 23 /355 Waiver No. GADevelopment Services\Building Safety\On Site Water and Wastewater\Forms\Client Forms\Permit Application.doc 13030 Sues Way, Anchorage, AK 99516 907-350-9566 / firstwaterAK@gmail.com ! !! October 16, 2023 Municipalities of Anchorage On-Site Water & Wastewater Program 4700 Elmore Road Anchorage, AK 99507 RE: NEW WELL & SEPTIC SYSTEM PERMIT LEGAL: OVERLOOK ESTATES BLOCK 1, LOT 1 The property owner has requested we obtain a new well & septic permit for the above referenced lot. We propose to install one deep trench and 1500-gallon HDPE septic tank to serve the proposed 4-bedroom residence. If groundwater is encountered, an epoxy coated steel tank and a design change may be required. The design is based on the attached test hole conducted in 2022. Groundwater was not observed at excavation or during monitoring. The property will be served by the proposed well located on the design. The slopes are moderate at 13-18% at the proposed upgrade location. The lot and area are served by private water. The design will not impact any of the neighboring properties. Please contact us if you have any questions. Sincerely, Curtis Huffman, P.E. Municipality of Anchorage On-site Water and Wastewater REVIEWED FOR CODE COMPLIANCE OSP231355, Deb Wockenfuss, 10/20/23 FIRST WATER CONSULTING OVERLOOK ESTATES BLOCK 1, LOT 1 DESIGN CALCS: NO WELLS WITHIN 100' OF PROPOSED SEPTIC SYSTEM. NO SLOPES >25% WITHIN 50' OF PROPOSED FIELD. Municipality of Anchorage On-site Water and Wastewater REVIEWED FOR CODE COMPLIANCE OSP231355, Deb Wockenfuss, 10/20/23 FIRST WATER CONSULTING DESIGN DETAILS: OVERLOOK ESTATES BLOCK 1, LOT 1 Municipality of Anchorage On-site Water and Wastewater REVIEWED FOR CODE COMPLIANCE OSP231355, Deb Wockenfuss, 10/20/23 3030 Sues Way - Anchorage, Alaska 99516 Tel. 907-350-9566 firstwaterAK@gmail.com SOILS LOG - PERCOLATION TEST LEGAL : OVERLOOK ESTATES BLOCK 1, LOT 1 PERFORMED BY: FWC - I CURTIS HUFFMAN CERTIFY THAT THIS TEST WAS PERFORMED IN ACCORDANCE WITH ALL STATE & MUNICIPAL GUIDELINES IN EFFECT ON THIS DATE. DATE: 6/17/2022 DEPTH FEET OG SOILS 1 2 ORG/OL 3 4 5 6 GM/gp 7 8 9 10 11 12 13 14 15 BOH 16 17 18 19 20 Reading Date Gross Time Net Time Depth to Water Net Drop 6/16/22 10 min 6” 3 9/16” “ 6” 3 7/16” “ 6” 3 7/16” “ 6” 3 6/16” “ 6” 3 5/16” “ 6” 3 5/16” PERCOLATION RATE 3 (MIN / INCH) TEST RUN BEWTWEEN 4 & 5 FT PERC HOLE DIAMETER 6” PRE-SOAKED PRIOR TO TEST & ALL READINGS TO THE 1/16TH. GROUND WATER ENCOUNTERED: NO IF YES, AT WHAT DEPTH: NA DEPTH TO WATER AT MONITORING: DRY DATE: 6/16/22 & 10/13/23 TESTHOLE # 22-1 DATE PERFORMED: 6/09/22 SEE SITE PLAN FOR SLOPE & LOCATION COMMENTS: VERIFY GROUNDWATER MT AT TIME OF CONSTRUCTION PERFORMED FOR: DIANA M AJEMIAN 6/17/22 Municipality of Anchorage On-site Water and Wastewater REVIEWED FOR CODE COMPLIANCE OSP231355, Deb Wockenfuss, 10/20/23