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Home My WebLink AboutRABBIT CREEK VIEW & HEIGHTS BLK 7H LT 3ARabbit Creek View &Heights Block 7H Lot 3A #020-571-04 MOA has conf irmed that the on-site systems have not been installed. Municipality of Anchorage On -Site Water and Wastewater Section - (907) 343-7904 Page 1 of 3 ON -SITE WASTEWATER INSPECTION REPORT Permit Number: OSP241265 PID Number: 020- 571- 04 Dwelling: 9 Single Family (SF) F-1 with ADU F-1 Duplex (D) n Two Single Family Project: nN New El Upgrade Name DOV Investments LLC ABSORPTION FIELD El Deep Trench X Wide Trench El Bed n Mound Site Address 7840 Byron Dr El Other Phone Number of Bedrooms Soil Rating depth from original grade 4 5.0 GPD/SF JTotal 0.0 Ft. LEGAL DESCRIPTION Depth to pipe invert from original grade +0.5 Ft. Gravel depth beneath pipe 0.5 Ft. Subdivision Block Lot RABBIT CREEK VIEW & HEIGHTS BLK 7H LT3A Fill added above original grade 2.8 Ft. Gravel length 30 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 Lift Station Holding Sewer Total absorption area Number of trenches Dist. between trenches From Tank Field Tank Line 600 Ft2 1 >6.0 Ft. Well >50' >50' >50' N/A >25 TANK [1 Septic E:1 S.T.E.P. [:1 Holding 9 Other Manufacturer ADVANTEX Capacity 1500 Gal. Surface Water >50' >50' >50' N/A Material PLASTIC Number of compartments 2 NA Lot Line >5' >10' >50' N/A Foundation >10, >10, >50' N/A LIFT STATION Manufacturer Orenco Capacity (Advantex tank) Gal. Remarks Alarm location Electrical installed by Center back of house, Larry Betts PIPE MATERIAL House totank D3034 d Tank to D3034 rainfield Installer RED DOG EXCAVATING Drainfield D3034 CO/MT D3034 Inspector J EARLS BENCH MARK (Assumed elevation) 100 ft Inspection 15t 2/20/25 2/20/25 nd Location and description dates: 2 th BOTTOM OF SIDING 3rd 4 ON -SITE WATER ND WASTEWATER SECTION APPROVAL Engineer's Stamp Conditional Approval: Date V241z, Ak lap, AMIK T; 419 T—H ......... enjanIn Schiller CE 12592 "FfvP-z Septic System Approved Date 51 Note: this approval does not include well permit requirements. (Rev 05102/18) ALTERNATE SITE Benjamin Schiller CE 12592R E GISTEREDPROFE S S I O N A L E N GINEER 1"=30' CAT III 30' LONG x 5' WIDE, 0.5' EFFECTIVE DEPTH ABSORPTION TRENCH W/ MT WITHIN 1' FROM END OF TRENCH 1500-GAL ADVANTEX TANK w/ AX20 POD PV - PUMP VAULT SP - SQUARE POD FS - FLOW SPLITTER VALVE MH - MANHOLE MT - MONITORING TUBE SV - SEPTIC VENT TH - TEST HOLE LEGEND PERMIT # OSP241265 PID #020-571-04 RABBIT CREEK V&H, BLOCK 7H LOT 3A A B PV 25.4 MH 19.1 SP 20.4 AB MT1 128.0 MT2 114.5 20.3 23.9 26.9 124.9 119.0FEET 0 30 60 NOTE: ALL WELLS ON SURROUNDING LOTS WITH IMPACTS TO THIS PROPERTY ARE SHOWN. NO CONFLICTS WITH WELLS OR SEPTIC SYSTEMS. BYRON DRIVE PROPOSED 4-BDRM HOME SEPTIC PLAN 5/7/25 10' UTILITY EASEMENT PUMP VAULT PROPOSED WELL W/ 50' & 100' RADIUS DRIVEWAY DECK MT 2 MT 1 FCO 1385 1390 1395 1400 1405 1410 1415 LOT 4A VACANT NO WELL OR SEPTIC SYSTEMS LOT 2A VACANT NO WELL OR SEPTIC SYSTEMS NO SEPTIC SYSTEMS WITHIN 100' OF PROPOSED WELL NEIGHBORING WELL W/ 50' RADIUS MOA MAPPED WETLANDS FORGE ENG. TH#1 PANNONE ENG. TH GROUNDWATER @ 4.2' FROM GRADE 2/5/25 EXTENT OF FILL 3:1 SIDE SLOPES RABBIT CREEK V&H BLOCK 7H LOT 3A PERMIT # OSP241265 PID # 020-571-04 41-C, S C, F- D 2" INSULATION TALLAT� 10 WINTER INS (PENDING TOPSOIL AND SEED 112.9 ORIGINAL GRADE n DE 113.4 112.9 SAND 112.9 GROUNDWATER 10.5 2/13/25 101.9 30' PROFILE AS -BUILT (NO SCALE) 112.9 OF -1kh ...40 1104 Xt .......... .......... Benja Schiller CE 12592 O BYRON DRIVE 0 N 89 °30' 57"E 100.09' WELL GRAVEL C14 D /W 20.6' 24.0 0' 0 10.6' �6 2.0' 7.0 •w. Y w _ EXISTING _ o HOUSE o 1 " = 40' 3 3.0' /48.3' 18.6' , N MH 0 L0 0� VAULT MH a O •U) O LOT 2A LOT 4A BLK 7H Q Q BLK 7H w� LOT 3A Q BLK 7H 0 0 z z • SEPTIC PIPE (tYP) 10' UTILITY ESMT S89°23'06"W 99.47' ANCHORAGE RECORDING DISTRICT, ALASKA AS -BUILT OF: OO =FND 5/8" REBAR RABBIT CREEK VIEW AND HEIGHTS = FND ALUMINUM MONUMENT LOT 3A BLOCK 7H PLAT 2004-91—REPLAT�Xx SURVEY CERTIFICATE: I, John L. Schuller, Have conducted a AMO F �� L A �o SuR physical survey of this property as shown on this drawing and that the / �.. • • . , �� 0 s� % improvements situated hereon are within / ' ' p n the property lines and no � c�, . � ti enchroachments exist other than ''c� _ a noted. Under no circumstance should / 4 QTH any information on this drawing be used for construction of fences, ......... structures, improvements, or for establishing boundary lines. / ' / � a EXCLUSION NOTES: It is the owners responsibility to determine ? '�i ' : ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' the existence of an easements covenants or restrictions which co '.JO N L. SCHULLER.• Y � do not appear on the recorded subdivision plat. +� LS —10408 . • • ,,,,*,,,,,..,,,•. ` • . • • . • �� / 1831 Talkeetna Street WORK ORDER NUMBER: DATE: SCALE: ��E-MAIL: Ito,, �0,„•��.•Z,,., aAnchorage, Alaska 99508 _APR 17, 2025 1 40 schullerak®gmail.com�, 25— 003 DRAWN BY: CHECKED BY GRID NUMBER: BOOK/PAGE: `\ Of esslon 0\ s (907) 227-1455 office � JLS SW3340 250133\\\�`�� (907) 274-4992 fax MUNICIPALITY OF ANCHORAGE Development Services Department Phone: 907-343-7904 On-Site Water & Wastewater Section Fax: 907-343-7997 Pump Installation Log Well Drilling Permit Number: _______________ Date of Issue: ____-____-____ Parcel Identification Number: ____-____-____ Legal Description Block Lot Property Owner Name & Address: Pump Installation Date: _____-_____-_____ Pump Intake Depth Below Top of Well Casing: __________ feet Pump Manufacturer’s Name: ___________________________ Pump Model: _____________________________________ Pump Size: ____________hp Pitless Adapter Burial Depth: _________ feet Pitless Adapter Manufacturer’s Name: _________________________ Pitless Adapter Installer: ____________________________ Well Disinfected Upon Completion?  Yes  No Method of Disinfection: _____________________________ Comments: Pump Installer Name: __________________________________ Company: ___________________________________________ Mailing Address: ______________________________________ City: ___________________ State: __________Zip: _________ Attention: The pump installer shall provide a pump installation log to On-site within 30 days of pump installation. F Development Services Department Phone: 907-343-7904 On -Site Water & Wastewater Section �_:,/ Fax: 907-343-7997 Well Log Permit Number: #OSP241265 Date of Issue: 8/26/24 Parcel Identification Number: 020-571 -04 Date Started: 10/15/24 Date Completed: 10/16/24 Is well located at approved permit location? Yes R No ❑ Legal Description: Rabbit Creek View & Heights BLK 7H LT3A G:3340 Property Owner Name & Address: TI Building Group LLC 7840 Byron Dr. Anchorage, AK Borehole Data: Depth (ft) Soil Type, Thickness & Water Strata From To Casing Stick Up 0 2 Fill 2 5 Fine -Coarse Gravel w/ Brown Clay 5 20 Fine -Coarse Gravel w/ Brown Silt 20 23 Boney Fine -Coarse Gravel 23 35 Fine -Coarse Gravel w/ Grey Silt 35 52 Fine -Coarse Gravel w/ Brown Silt @3gpm w/H20 52 57 Fine -Coarse Gravel w/ Brown Silt 57 79 Wet Brown Clay w/ Fine -Coarse Gravel 79 82 Brown Silt w/ Fine -Medium Gravel 82 98 Wet Medium -Coarse Gravel w/ Brown Silt 98 101 Brown Silt w/ Fine -Coarse Gravel 101 178 Bedrock 178 206 LAT: 61.068719 LON:-149.736053 Water Sample Results: Arsenic: A/ ug/L Nitrates: I, 1 mg/L Total Coliform Bacteria: !'1-/PC-i colonies/100mL 5 /,z C' -, S_ Method of Drilling Fo� air rotary ❑ cable tool Casing type: A53B Steel Wall Thickness:.250 inches Diameter:6 inches Depth: 180 feet Liner Type: — Diameter: — inches Depth: --- feet Casing stickup above ground: 2 feet Static water level (from ground level): 22 feet Pumping level: — feet after — hours pumping — gpm Recovery Rate: 2 gpm Method of Testing: Air Lift ❑ Open End 0 Open Hole ❑ Screened Start feet Stopped feet ❑ Perforations Start feet Stopped feet Start 2 Well Disinfected Upon Completion? Yes No Method of Disinfection: Tabscx Comments: X❑ ❑ Well Driller: Dylan Kay Company: Hefty Drilling, Inc. Mailing Address: P.O. Box 112130 Anch., AK 99516 Attention: The well driller shall provide a well log to the On -site Water and Wastewater Section within 30 days of completion. 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: OSP241265 Work Type: WellSeptic Initial Effective Date: Expiration Date Tax Code Number: 02057104000 Site Legal Address: RABBIT CREEK VIEW & HEIGHTS BLK 7H LT3A G:3340 Site Mailing Address: 7840 BYRON DR, Anchorage Owner: TI BUILDING GROUP LLC Design Engineer: FORGE ENGINEERING This permit is for the construction of: Q Disposal Field 2 Septic Tank ❑ Holding Tank ❑ Privy �v�nr J. f 1>c�l7artri�rt:�nt 8/26/2024 8/26/2025 Lot Size in Sq Ft: 20894 Total Bedrooms: 4 LEI 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: L-�_:) -1-0 Date: L?Issued By: Date: Y ON -SITE SEWER/WELL PERMIT APPLICATION IN Parcel I.D. 020-571-04 Property owner(s) Jay & Melissa Sutherland Living Trust Day phone Mailing address 944 W 1 Oth Ave, Anchorage, AK 99501 Site address NHN Marino Dr, Anchorage, AK 99516 Legal description (Sub'd., Block & Lot) Rabbit Creek View & Heights Block 7H Lot 3A Legal description (Township, Range & Section) Lot Size. 20,894 _Sq. Ft. Number of Bedrooms Four(4) APPLICATION IS FOR: APPLICATION IS AN: TYPE OF DWELLING: (N all that apply) Absorption Field FX-1 Initial RX Single Family (SF) RX (w/wo ADU) Septic Tank RX Upgrade R Duplex (D) ❑ Holding Tank R Renewal R Multiple Dwellings ❑ Privy ❑ (SF and/or D) Private Well RX Water Storage R 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: 1 /3 ( IL Waiver Fees: Date of Payment: Receipt Number: Permit No. Date of Payment: Receipt Number: Waiver No Permit App—'-'- : - ; August 16, 2024 MOA Development Services, On-Site Water & Wastewater Program 4700 Elmore Rd Anchorage, AK 99507 Subject: Rabbit Creek View & Heights Block 7H Lot 3A – NHN Byron Drive Septic system design Dear On-Site Services Engineer: The owner of the above lot intends to build a 4-bedroom home on the property, so we are submitting this 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 has moderate slopes, going downhill to the northwest corner. There are no slopes greater than 25% within 50 feet downslope of either the primary or alternate site. Contours are shown on the site plan showing the grade and direction of flow. Stormwater drainage will not impact this septic system. The new trench will be constructed parallel to the slope as much as possible. The system is being designed based off test holes done in the public muni records. Prior to installation a confirmation test hole must be dug to verify soils, perk rates, and depth to ground water. If there are any differences construction will stop while a change order will be submitted. Wells on this and adjacent lots are shown. The new system will be a minimum of 50’ from all wells and surface water, and more than 5’ away from the septic tank. The alternate site is located more than 6’ away. Please refer to the attached plan and profile pages for the septic design. If this design is followed, there will be no adverse impacts to adjacent properties. Sincerely, Benjamin Schiller, PE Municipality of Anchorage On-site Water and Wastewater REVIEWED FOR CODE COMPLIANCE OSP241265, Curtis Townsend, 08/26/24 RABBIT CREEKV&H, BLOCK 7H LOT 3A CCU DESIGN FACTORS: SYSTEM REQUIREMENTS: 600 GPD PEAK FLOW 5-WIDE TRENCH SYSTEM PERK RATE: 5.8 MIN/IN 1500-GAL FAP 2.0 ADVANTEX SYSTEM APPLICATION RATE: 5 GPD/SF 600 GPD / 5 GPD/SF (/ 5' WIDE * 1 RED FACTOR [0.5 DEEP]) = 24.0 LF TRENCH REQUIRED (30.0 LF SPECIFIED) BOTTOM OF SAND: 1' BELOW GRADE(TO GRAVEL LAYER) BOTTOM OF TRENCH: AT GRADE FLOW LINE ELEVATION: 6" ABOVE GRADE 3:1 SIDE SLOPES W/ TOP SOIL & SEEDING Z 51 91 PROVIDE ADDITIONAL FILL TO ACCOUNT FOR SETTLEMENT GEOTEXTILE FABRIC & 2" FOAM INSULATION 14' PVC w/ 20 - 8' Z',' ORIFICES EVENLY SPACED @ 1.5 OC DRAINFIELD ROCK t 51 MOA APPROVED SAND DOWN TO GRAVEL LAYER TYPICAL TRENCH SECTION (NO SCALE) NOTES: 1. GRADE AREA OVER TRENCH TO DRAIN AWAY 2. PROVIDE T 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 E E N G I N E E R I N G •'•••.• Benja' Schiller �'F •• CE 12592 C/Jl�•. znoizs ••�V i �lij�a pROFESSIONP�:.'r RABBIT CREEK V&H, BLOCK 7H LOT 3A NO SEPTIC SYSTEMS, BYRON DRIVE WITHIN 100'OF 'PROPOSED WELL ------------- PROPOSED WELL W/ 50, & 100, Z, RADIUS DRIVEWAY li ------- DECK PROPOSED LOT 2A VACANT NO WELL OR SEPTIC SYSTEMS 4-BDRM HOME LOT 2A FCO LOT 4A 1500-GAL ADVANTEX TANK W/ AX20 POD • LOT 3A PUMP VAULT LOT 4A VACANT NO WELL OR SEPTIC SYSTEMS MOA MAPPED WETLANDS ......... . ALTERNATE SITE PANNONE ENG. TH GROUNDWATER @ 4.2- FROM GRADE 2/5/25 FORGE ENG. CAT III 30'LONG x 5'WIDE, TH#1 0.5'EFFECTIVE DEPTH ABSORPTION TRENCH W1 MT . MT MT WITHIN 1 FROM END EXTENT OF FILL OF TRENCH 1 3:1 SIDE SLOPES 1.&.IJIPLI'TY EAS9jlENT --------------- NEIGHBORING WELL NOTE: W/ 50'RADIUS f NGI N E a I N G ALL WELLS ON SURROUNDING LOTS WITH IMPACTS TO THIS OF A4 -Rk PROPERTY ARE SHOWN. NO CONFLICTS WITH WELLS OR SEPTIC LEGEND •Aw AW, C 7H SYSTEMS. CO - LEANOUT AW. ;WL 2CO -DOUBLE CLEANOUT 49 ... . SEPTIC PLAN p FCO - FOUNDATION CLEANOUT FS - FLOW SPLITTER VALVE • Benja i Schiller 0 30 60 MH - MANHOLE C C E 2592 MT - MONITORING TUBE 2)13125 .-**&"AW FEET ...... . \:'� AW SV - SEPTIC VENT k�, OPROFEW* g-0- 111=30' TH -TEST HOLE cc) DEPTH (feet) 1- 2- 3- 4- 5 6 9 1 11 12 13 14 15 16 17 18 19 SOILS LOG AND PERCOLATION TEST E N G I N E E R I N G LEGAL DESCRIPTION: RABBIT CREEK V&H B71-1 L3A PERFORMEDFOR: TI BUILDING GROUP LLC DATE: 2/6/25 PARCEL ID#: 020-571-04 TEST HOLE jjj1 1 1 1 11'OB PERC TEST LOCATION GM (SILTY GRAVEL) CL/GC (CLAYEY GRAVEL) NO WAS WATER ENCOUNTERED? IF YES td WHAT DEPTH? 10.5' DEPTH TO WATER AFTER MONITORING 2/13/25 DATE OF MONITORING DATE READING START TIME NET TIME (MINUTES) WATER (INCHES) NET DROP (INCHES) 2/6/25 1 12:32 30 1 0 � 1s 61s 2 12:33 30 11s 66 516 3 12:34 30 1 1s 616 5 3 PERCOLATION RATE: 5.8 (MIN/INCH) COMMENTS: USCS SOIL CLASSIFICATION WAS VISUALLY DETERMINED SITE PLAN TECHNICIAN: M. JAKUBISIN MUNICIPALITY OF ANCHORAGE f Development Services Department Phone: (907)343-7904 On -Site Water & Wastewater Section Fax: (907)343-7997 Certificate of On -Site Systems Approval OSC251175 Parcel ID 020-571-04 Legal description RABBIT CREEK VIEW Site address 7840 BYRON DR Expiration Date: /,S- / -% HEIGHTS BLK 7H LT3 Current property owner(s) DOV INVESTMENTS LLC The On -site system(s) is/are approved for bedrooms X Conditional approval for 4 bedrooms, with the following stipulations: Comments or conditions: • seeding over field • cover over tank ,� -- JS,% ry ./+ C; (t--i By: Original Certificate Date: 5/28/2025 This Certificate o 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 Service 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 submittal. ATTACHMENTS: COSA Checklist X Well Flow Advisory Absorption Field Advisory Nitrate Advisory Tank Age Advisory Arsenic Advisory Other ar Development Services Department 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. 020-571-04 Complete legal description Rabbit Creek View & Heights Block 7H Lot 3A Location (site address) 7840 Byron Dr Current property owner(s) DOV Investments LLC Day phone 2. ON -SITE SYSTEMS SIZED FOR 4 BEDROOMS 3. TYPE OF WATER SUPPLY: 0 Private Well serving # dwelling units ❑ Other Non-public well as regulated by MOA ❑ Water Storage ❑ Community Well or Public 4. TYPE OF WASTEWATER DISPOSAL: FE-1 Private Septic ❑ Private Septic serving 2 dwelling units ❑ Holding Tank M Community Septic or Public Sewer 5. SEPTIC TANK: El Steel [00 Plastic R Concrete F-1 Fiberglass Age NEW - See advisory if steel or fiberglass older than 20 years 6. ABSORPTION FIELD: F* AWWTS ❑ Bed ❑ Deep Trench E] Wide Trench E] Seepage Pit Waiver request for: Expedited review requested: Fj 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 C3 Waiver Fee $ Date of Payment Date of Payment COSA # r] 57 Waiver # COSA Appliration—Ap2025.doc COSA Checklist Legal Description: Rabbit Creek View & Heights Block 7H Lot 3 A parcel ID: 020-571-04 If more than 1 well and/or septic system on lot, provide separate checklist. Structure served by this system 1 A. WELL DATA FE-1 Well log is filed with Onsite (or attached) Date drilled 10/15/24 Total depth ft ft Cased to 180 ft ,06 Sanitary seal is functioning correctly Wires are properly protected Casing height (above ground) 24 in. Date of flow test for COSA 10/16/24 Static water level at beginning of test 22 ft. Comments B. TANK DATA Measured operating fluid level in septic tank NEW 7ReRquired # mping g maintenanZe-e eted, if AWWTSents: D. ABSORPTION FIELD DATA Which system tested (date installed) 2/20/25 0 ALL standpipes present per record drawing Total measured depth from grade 3.8* ft (max) Measured depth to pipe invert from grade ft (min) ❑ N/A — pressurized field. 01 Per record drawings, field is insulated. ❑Q 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 N/A gallons N/A date Any rejuvenation treatment (past 12 months) N/A If yes, enter date Well production at time of test 2 gpm Water storage tank volume N/A gallons Well disinfected for coliform test? ❑ Yes A No R Coliform bacteria is Negative Nitrate 1.18 mg/L ❑ Nitrate less than MRL (ND) Arsenic ug/L *Arsenic less than MRL (ND) Collected by Forge Engineering Date 5/8/25 C. LIFT STATION ❑ Required maintenance completed Age of lift station NEW years Lift station material Plastic Comments: Advantex with pump vault Adequacy test date _ Results ❑ Pass Flul depth prior to test Water ded gal New fluid th in Elapsed time min in Final fluid depth in Absorption rate >\record FIELD STATUS — PVERY Effective depth (perings) in Effective depth used in \ Effective depth remaining in Comments/Deficiencies: *Winter installation, pending final topsoil and seed 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' Community Sewer Manhole/Cleanout > 100' no if No ft DYes if No ft Neighboring Tank > 100' Q Yes if No ft Private Sewer/Septic Line > 25' Q Yes if No ft Absorption Field on Lot > 100' 0 Yes if No ft Holding Tank > 100' Q Yes if No ft Neighboring Absorption Fields > 100' Animal Containment > 50' 0 Yes if No ft ❑i Yes if No ft Manure/Animal Excreta Storage > 100' Community Sewer Main > 75' 0 Yes if No ft Q 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' 0 Yes if No ft Surface Water > 100' FNI Yes if No ft Tank to Property Line > 5' ❑i Yes if No ft Wells on Adjacent Lots: Field to Property Line > 10' ❑■ Yes if No ft Private Wells > 100' Yes if No ft Water Main > 10' 0 Yes if No ft Community Wells > 200' Q Yes if No ft Water Service Line > 10' El 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 Forge Engineering Engineer's Printed Name Benjamin Schiller, P.E. COSA Checklist —June 2022 Phone (907) 522-7773 Date 5/8/25 OF • K t ((%Benjarr a Schiller �Fc •. CE 12592 •�ct`L`�� 'fl • • • • '�yCs o ��lr PRQFES5O" May 28, 2025 MOA Development Services, On-Site Water & Wastewater Program 4700 Elmore Rd Anchorage, AK 99507 Subject: Rabbit Creek View & Heights Block 7H Lot 3A – 7840 Byron Drive Conditional COSA request Dear On-Site Services Engineer: The owner of the above lot is in the process of selling the property and has plans to close today, May 28, 2025 at 1pm. Unfortunately, there are two remaining comments regarding final grade that are scheduled to be completed after closing. Our client has funds set aside in escrow for the work to be completed following the closing. Therefore, we are asking for a conditional COSA to allow for the sale of the home, with the work to be done no later than July 18, 2025. Thank you for considering this request, Benjamin Schiller, PE Veronica Pope <veronica@forgecivil.com> Fwd: 7840 Byron escrow hold back 1 message Dmitry V <dmitryvak36@gmail.com>Wed, May 28, 2025 at 11:40 AM To: office@forgecivil.com Have a great day! Dmitry Vakulich 907-350-6110 ---------- Forwarded message --------- From: Baer, Jason <j.baer@gcuhome.com> Date: Wed, May 28, 2025 at 11:38 AM Subject: 7840 Byron escrow hold back To: dmitryvak36@gmail.com <dmitryvak36@gmail.com> To Whom it may concern: The escrow holdback for 7840 Bryon Drive is for the final grading around the house where the septic was installed and the for leach field mount for a total $8000. The funds will be released once the final grading has been completed. Jason Baer NMLS Unique ID#204105 Mortgage Loan Originator Global Credit Union Home Loans 500 W. 36th Ave., Suite 110 Anchorage, Alaska 99503 Mortgage License #AK157293 (907) 261-3456 Direct (907) 929-6571 Fax (907) 529-2466 Cell (800) 737-3033 Toll Free ext. 3456 j.baer@gcuhome.com ---------------------------------------------------------------------- The information contained in this email (including any attachments) is confidential and may be privileged. If you are not the intended recipient, do not read, print, copy, retain, distribute, or disclose its content. If you have received this email in error, please advise us by return email. To ensure the security of your personal information, do not send account numbers, social-security numbers or credit card information via email. Secure methods for transmitting such information include telephone and fax. 5/28/25, 11:42 AM Forge Engineering Mail - Fwd: 7840 Byron escrow hold back https://mail.google.com/mail/u/0/?ik=3997c7e861&view=pt&search=all&permthid=thread-f:1833394525156196865%7Cmsg-f:1833394525156196865…1/1 1 Sub Total 3,500.00 Total $3,500.00 Balance Due $3,500.00 Items in Total 1.00 Invoice Date :23 May 2025 Terms :Due on Receipt Due Date :23 May 2025 Home Renewal Company LLC 1120 Huffman Rd Suite 2 Huffman Road ANCHORAGE Alaska 99515 U.S.A Invoice # INV-000810 Balance Due $3,500.00 Bill To Dov investments LLC 1120 Huffman Rd, #24-458 Anchorage 99515 Alaska U.S.A #Item & Description Qty Rate Amount 1 Final grade Final grade around house, where septic tank was installed, adding fill at septic mount 1.00 3,500.00 3,500.00 Notes Thank you for the payment. You just made our day. Terms & Conditions Special Orders: Special orders for cash Customers must be paid for in advance. Account Customers will be billed on account for all Special ordered material. No Special order will be placed without a signed/accepted quote. Special orders are non refundable/non returnable. Special orders are items that are not in stock or are ordered/manufactured for a specific Customer or project. For your privacy, your personal information is not sold or shared with anyone outside of our business. MUNICIPALITY OF ANCHORAGE ADVANCED WASTEWATER TREATMENT SYSTEM MAINTENANCE AND REPAIR AGREEMENT THIS MAINTENANCE AND REPAIR AGREEMENT, herein the "AGREEMENT" made and entered into as of this Z-3 Day of /W of 20 2 Ste, by and between ,Do L/ - Ky--Q 14 , herein the "OWNER," and the Municipality of Anchorage, herein the "MUNICIPALITY", in accordance with Anchorage Municipal Code (AMC) 15.65.365. In consideration of the mutual covenants contained herein, the parties to this Agreement agree as follows 1. Advanced Wastewater Treatment Systems. The Municipality grants permission to the Owner to utilize and operate an Advanced Wastewater Treatment System (AWWTS), described as 79 (-/o -9 yf-Cny D F 4 C L,--ee-gg s/ s located at (legal description) 10 v L n �-P 5 '� L G C �� t 2. Maintenance, Repairs and Alterations. (Owner is required to read, understand and initial each section) V//q �v4 6W r2wu-R ,--- D. V Throughout the term of this Agreement, the Owner shall enter into a service agreement with an AWWTS service and maintenance provider approved by the Municipality or the manufacturer's representative. The AWWTS shall be maintained in a satisfactory condition capable of performing as designed and producing treated septic effluent in accordance with the equipment's approval for operation in the Municipality. It shall be the responsibility of the Owner during the term of this Agreement to pay for all repair(s), maintenance, adjustment(s), replacement costs, and inspection costs. This includes an annual maintenance fee (typically $400 to $600). D v Owner agrees that only maintenance and repair personnel approved by the Municipality or the manufacturer's representative will inspect and make any necessary maintenance, repairs or permitted alterations to the system. P V Owner acknowledges that regular maintenance of an AWWTS reduces the potential failure of the system, which could include sewage backup and costly repairs or drainfield replacement. (rev. 05/18/2018) Page 1 of 3 ROwner acknowledges that the Municipality may request records of maintenance and repairs from the manufacturer's representative or maintenance provider. Owner acknowledges that the fine for failing to maintain and repair an AWWTS may be assessed in accordance with AMC 14.60.030. l -/ Owner agrees to grant the Municipality reasonable access to test and inspect the AWWTS. The Municipality will give at least 24-hour notice. L Owner agrees that any sale or transfer of title of the property will not occur without a new Certificate of On -Site Systems Approval. V Owner agrees that the AWWTS installation and maintenance requirements as provided by the AWWTS vendor/installer and approved by the Municipality are the governing guidelines for the construction, maintenance and repair of the Owner's AWWTS. U Owner agrees to maintain remote monitoring of the AWWTS as required by the AWWTS approval. Term. The term of this Agreement shall begin on the date of approval by the Municipality to operate the installed system, or upon transfer of title, and shall continue while the AWWTS is operational or until title is transferred. 4. Nonwaiver. The failure of the Municipality at any time to enforce a provision of this Agreement shall in no way constitute a waiver of the provisions, nor in any way affect the validity of the Agreement or any part hereof, or the right of the Municipality thereafter to enforce every provision hereof. 5. Amendment. This Agreement shall only be amended by authorized representatives of the Owner and Municipality. Any attempt to amend this agreement by either an unauthorized representative or unauthorized means shall be void. 6. Jurisdiction: Choice of Law. Any civil action arising from this Agreement shall be brought in the Superior Court for the Third Judicial District of the State of Alaska at Anchorage. The laws of the State of Alaska shall govern the rights and obligations of the parties under this Agreement. 7. Severability. Any provisions of this Agreement decreed invalid by a court of competent jurisdiction shall not invalidate the remaining provisions of the Agreement. (rev. 05/18/2018) Page 2 of 3 OWNER: ;r 1,% By: (signature) Y vRV-a (c G�-( (print name) STATE OF ALASKA ) ) ss. THIRD JUDICIAL DISTRICT ) Date: 5r13 Z.- The foregoin instrument was acknowledged before me this - day of f , 2rZS by NOTARY PUBLIC F R ALASKA ��`` G� .•••••• N'Q�'�o, My Commission expires: MUNICIPALITY: By: (signature) (print name) = U r 07 Fi V Woods PUB4rc' r� O'F'P` Date:'` Title:�- (rev. 05/18/2018) Page 3 of 3 Page 1 of 1 Crewdson, James A. From: Steve Pannone [Steve@panengak.com] Sent: Tuesday, June 23, 2015 2:10 PM To: Crewdson, James A.; Joseph Lawendowski Cc: 'hickey.dylan@gmail.com' Subject: REMPROM Acknowledged Steven R. Pannone, P.E. Pannone Engineering Services, LLC Office: (907) 272-8218 Fax: (907) 272-8211 From: Crewdson, James A. [mailto CrewdsonJA@ci.anchorage.ak.us] Sent: Tuesday, June 23, 2015 10:08 AM To: Steve Pannone; Joseph Lawendowski Cc: 'hickey.dylan@gmail.com' Subject: FYI: RCV&H B7H UA Steve and Joe, The owner of RCV&H B7H Ll OA, Dylan Hickey, called me on 6/8/15 and again on 6/22/15 to express his concerns regarding a septic permit (SW080083) for Lot 3A. He indicated his well had not been accounted for during the design phase of the project, and that it's much less than 100 feet from the proposed drainfield on Lot 3A. Per On -site's records, he appears to be correct. At this time, the most recent activity found in the Lot 3A file is the long expired 2008 well and septic permit. So this email is an FYI for you to note if the project ever comes back to life. I'll put a copy of this email in the Lot 3A file. Thanks Jay James "Jay" Crewdson, P.E. Civil and Environmental Engineer Municipality of Anchorage - Development Services Division On -Site Water and Wastewater Program Location: 4700 Elmore Road Mail: P.O. Box 196650, Anchorage, AK 99519 v. 907.343.7908 f. 907.249.7601 6/23/2015 MUNICIPALITY OFANCHORAGE Development Services Department On -Site Water d Wastewater Program 4700 South Bragaw Street P.O. Box 196650, Anchorage, AK 99519-6650 (907) 343-7904 ON-SITE WASTEWATER DISPOSAL SYSTEM f WATER SUPPLY PERMIT Renewal Permit Number: SW080083 Date Issued: Jun 17, 2008 Expiration Date: Jun 17, 2009 Parcel ID: 020-571-04 Legal Description: RABBIT CREEK HEIGHTS BLOCK 7H LOT 3A Design Engineer: 0062 PANNONE ENGINEERING SERVI( Site Address: 7840 BYRON DRIVE Owner Name: TODD ELMORE Lot Size: 20894 SO. FT. Owner Address: 11661 FRANCES CIRCLE Total Bedrooms: 4 Permit Bedrooms: 4 ANCHORAGE. AK 99515 - This permit Is for the construction of: ❑V Disposal Field Q Septic Tank ❑ Holding Tank ❑ Privy Q Private Well ❑ Water Storage All construction must be in accordance with: 1. The attached approved design. 2. All requirements specified in Anchorage Municipal Code Chapters 15.55 and 15.65 and the State of Alaska Wastewater Disposal Regulations (18AAC72 ) and Drinking Water Regulations (18AAC80 ). 3, The engineer must notify DSD at least 2 hours prior to each Inspection. Provide notification by catling (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 dosed on the same day. B. Covered, seated, and heated to prevent freezing. 5. The following special provisions. -ONSITE PROGRAM TO BE NOTIFIED A MINIMUM OF 2 HOURS PRIOR TO ANY INSPECTION. Received Issued By %li �l� . iGt�f�(.i/ Date: '�b e 0 By 2� �'r'' / Date: b Z,newa Municipality of Anchorage 0 t, Development Services -Department Building Safety Division ' On -Site Water and Wastewater Program t s. .., 4700 Bragaw Street P.O. Box 196650 Anchorage, AK 99519-6650 www.muni.orglonsite (907)343-7904 ON-SITE SEPTIC/WELL PERMIT APPLICATION FOR A SINGLE FAMILY DWELLING Parcell.D. �•D' J�/-(�� Property owner(s) ~( C7iJ'� L�c*�c o� (3 Day phone 2�' Mailing address;Zip Code Site address `D li U �Y2o^J Zip Code 4 q 9_� & Legal description (Sub'd, Block & Lot) 2((a_i�2T2rT Cf - L/- E --7S Q` L 3 A Legal description (Township, Section & Range) Lot Size S R t(- Sq. Ft. THIS APPLICATION IS FOR (®all that apply): Absorption Field ❑ Septic Tank ❑ Holding Tank ❑ Privy ❑ Private Well Water Storage ❑ Number of Bedrooms THIS APPLICATION IS AN: Initial ❑ Upgrade ❑ Renewal ®� Sciib Co �rzraNS Eln✓ a No"� c IRAN o cd� I certify that the above information is correct. I further certify that this application is being made for a Single Family Dwellin in accordance with applicable Municipal Codes. (Signature of property owner or authorized agent) Permit/Rush Fees: (/ Date of Payment: Receipt Number: `✓ o (Rev. 7 V05) Waiver Fees: _ Date of Payment: Receipt Number: MUNICIPALITY OF ANCHORAGE Development Services Department On -Site Water 6 Wastewater Program 4700 South Bragaw Street P.O. Box 196650, Anchorage, AK 99519.6650 (907) 343-7904 ONSITE WASTEWATER DISPOSAL SYSTEM / WATER SUPPLY PERMIT Renewal Permit Number: SW070113 Date Issued: Jun 18, 2007 Expiration Date: Jun 17, 2008 Parcel ID: 020-571-04 Legal Description: RABBIT CREEK HEIGHTS BLOCK 7H LOT 3A Design Engineer: 0062 PANNONE ENGINEERING SERVI( Site Address: 7840 BYRON DRIVE Owner Name: TODD ELMORE Lot Size: 20894 SO. FT. Owner Address: 11661 FRANCES CIRCLE Total Bedrooms: 4 Permit Bedrooms: 4 ANCHORAGE. AK 99515 - This permit Is for the construction of: ❑7 Disposal Field ❑✓ Septic Tank ❑ Holding Tank ❑ Privy Private Well ❑ Water Storage All construction must be In accordance with: 1. The attached approved design. 2. All requirements specified in Anchorage Municipal Code Chapters 15.55 and 15.65 and the State of Alaska Wastewater Disposal Regulations ( 18AAC72 ) and Drinking Water Regulations ( 18AAC80 ). 3, The 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. 5. The following special provisions. -ONSITE PROGRAM TO BE NOTIFIED A MINIMUM OF 2 HOURS PRIOR TO ANY INSPECTION. INSPECTIONS MUST OCCUR BETWEEN B:OOAM & 4:OOPM MONDAY THRU FRIDAY. Received B . Dat 7-0 6 --cc Issued By. ( / O)• Date: ( " ) 49 — 07 Municipality of Anchorage Development Services Department / Building Safety Division On -Site Water and Wastewater Program 4700 Bragaw Street P.O. Box 196650 Anchorage, AK 99519-6650 www.muni.orglonsite (907) 343-7904 ON-SITE SEPTIC/WELL PERMIT APPLICATION FOR A SINGLE FAMILY DWELLING Parcel l.D. O ZQ - S%I-" 0 Propertyowner(s) Vve'V Mailing address 11 I-/'a"C e- ZD phone 750-793' Site address -713 Q�.ro^ ,l%r/`tee Zip Code Legal description (Sub'd, Block & Lot) z cl/ Sd Legal description (Tow`n'ship, Section & Range) Lot Size Z O , '0 9 7 Sq. Ft. THIS APPLICATION IS FOR (®all that apply): Absorption Field 0 Septic Tank Holding Tank ❑ Privy ❑ Private Well Water Storage ❑ Number of Bedrooms Y THIS APPLICATION IS AN: Code Initial ❑ Upgrade 11to Renewal 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/Rush Fees: �Waiver Fees: Date of Payment: / Date of Payment: Receipt Number: 9 (ro 1-5 Receipt Number: (Rev. 11/05) MUNICIPALITY OF ANCHORAGE Development Services Department Onsite Water B Wastewater Program 4700 South Bragaw Street P.O. Box 196650, Anchorage, AK 99519-6650 (907) 343-7904 ON-SITE WASTEWATER DISPOSAL SYSTEM I WATER SUPPLY PERMIT Initial Permit Number: SWO60154 Date Issued: Jun 15, 2006 Expiration Date: Jun 15, 2007 Parcel ID: 020-571-04 Legal Description: RABBIT CREEK HEIGHTS BLOCK 7H LOT 3A Design Engineer: 0062 PANNONE ENGINEERING SERVI( Site Address: 7840 BYRON DRIVE Owner Name: TODD ELMORE Lot Size: 20894 SO. FT. Owner Address: 11661 FRANCES CIRCLE Total Bedrooms: 4 Permit Bedrooms: 4 ANCHORAGE. AK 99515 - This permit is for the construction of. ❑✓ Disposal Field E] Septic Tank ❑ Holding Tank ❑ Privy ❑✓ Private Well ❑ Water Storage All construction must be in accordance with: 1. The attached approved design. 2. All requirements specified in Anchorage Municipal Code Chapters 15.55 and 15.65 and the State of Alaska Wastewater Disposal Regulations (18AAC72 ) and Drinking Water Regulations ( 18AAC80 ). 3, The engineer must notify DSD at least 2 hours prior to each inspection. Provide notification by catling (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 B Date: O bO 6 Issued By. Date: Municipality of Anchorage • Development Services Department j Building Safety Division On -Site Water and Wastewater Program 4700 Bragaw Street P.O. Box 196650 Anchorage, Alaska 99519-6650 www.muni.org/onsite (907) 343-7904 ON-SITE SEWER/WELL PERMIT APPLICATION FOR A SINGLE FAMILY DWELLING Parcel I.D. 020.571.04 ZD Property owner(s) Todd Elmore Day phone 250.7935 Mailing address11661 Frances Circle Zip Code 99515 Site address 7840 Byron Drive Zip Code Legal description (Sub'd., Block & Lot) Lot 3A. Block 7H Rabbit Creek Heights Legal description (Township, Range & Section) Lot Size 20,894 Sq. Ft. THIS APPLICATION IS FOR (® all that apply): Absorption Field Septic Tank Holding Tank ❑ Privy ❑ Private Well ❑ Water Storage ❑ Number of Bedrooms 4 THIS APPLICATION IS AN: Initial El Upgrade ❑ Renewal ❑ 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. Pannone Engineering Services, LLC . (Signature of property owner or authorized agent) Permit/Rush Fees:�WO f $175 Waiver Fees: Date of Payment: j��y106 Date of Payment: Receipt Number: 016 76 Receipt Number: (Rev. 11/05) Pannone Engineering Services, LLC P.O. Box 102954 Consulting Engineers Anchorage, Alaska, 99510 (907) 272-8218 (907) 272-8218 Fax May 14, 2006 Municipality of Anchorage Development Services Department On -Site Water & Wastewater Program 4700 S. Bragaw Street P. O. Box 196650 Anchorage, Alaska 99519 Subject: Lot 3A, Block 7H Rabbit Creek Heights S/D Well and Septic System Permit Request Ladies and Gentlemen: I am writing to request a permit to construct new well and septic system be issued for this property. The proposed systems will serve a proposed four-bedroom house. Currently the lot is undeveloped. The well will be located in the northwest corner of the lot, over 100 feet from the proposed septic system and neighboring septic systems. 1. Soils. See the attached soils log. Ground water was monitored for through the seasonal high ground water of fall of 2005. Ground water was measured at a depth of ten feet below ground surface on October 15th. Bedrock was not encountered in the test hole. It is my opinion that the overall soils appearance of the soils, an application rate of 4 gallons/day/square feet should be used using a class III advanced treatment system. 2. Trench Design. a. Percolation Rate: b. Application Rate: c. Number of Bedrooms: d. Design Flow: e. Min. Absorption Area: L Total depth: g. Eff ective Depth: h. Width: L Reduction Factor: j. Minimum Length: k. Design Length: 1. Effective Absorption Area: m. Septic Tank Size: Cont'd on page 2 C:\Work\Letters\3A-7H Rabbit Creek Hts.doc 6-15 Min Per Inch 5.0 gpdpsf 4 600 gallons per day 120 sf 1.5 feet 0.5 feet 5 feet 0.0 24 feet 60 feet 300 sf 1500 gallon Advantex W/AX20 Pod. Page 2 3. Surface Water: There is no surface water within 100 feet of the proposed system. The proposed systems will maintain at least 100 feet from all surface water and drainage ditches. 4. Topography: The average topography in the area of the proposed septic system is approximately 15 to 20 percent in the area of the SAS (based on existing topographic survey conducted in 2002). The proposed installation will not affect the future development of the surrounding or existing lots. There are no wells or septic systems within 100 feet of the proposed septic location. If you have any questions or concerns, please contact me at 227-3522 or 272-8218. Sincerely, Steven R. Pannone, P.E. Civil Engineer Attachments: C:\WORK\LETTERS\3A-7H RABBrr CREEK HTS.DOC PERMIT NO:SW05 DESIGN DRAWING P.I.D. NO: 020-571-04 WASTEWATER DISPOSAL SYSTEM LOT 3A BLOCK 7H RABBIT CREEK HTS S/D, THI aC EXISPG PERMITTED �_ SAS SYSTEM \ 6-L F •EXISTG WELL e/ ! •'�'' •' DICK WITH IITER4 NT AREA DEVELSEPTICSOPED. PTICo WAVR FLOW URING 100 FEET OF WAN n ,T}I 8 ! /$ 1 ` S70R VENTS PROPOSED SYSTEM B IRO f \ PROPOSED Y �'\ WELL B +b PROPOS ---,WELL PROPOSED PROPOSED I BR MOUSE \ ♦ '•�I SR HOUSE \fir♦` L �*; � �� 11.2 � �• � PROPOS D150 m ♦ �� y� � 'w+ �; STEP TANPO ADVA U AX20 D X20 POT \ 6 AUXX PUMP VAULT PROPOSED PRIMARY SAS / \ 2 EA 51VIDE x 30 LF x 0.5'ED• V TO 10.0 SEPTIC AREA AREA UNDEVELOPED .8 11�� / \ \` \ 18% ,,,a AREA UNDEV1:tOeED 18% •`�� NO WELLS OR SEPTICS ��••ou �• %�•. \ eas' +NO WELLS OR SEP\ nu,e WAN 100 FEET PROPOSED SYSTEM 1 WAN 100 FEET f PROPOSED SYSTEMS I \ �_- __________ __________10.8 1 _ _ CAUTION! ,PROPOSED REPLACEMENT SAS - - - - - - - - - �� gUR!ED U 2 EA SWOE x 30 LF x 0.5' ED, V TO ,` -� EXISTG SAS SYSTEM `\` EXISTG SEPTIC EXIST'G SEPTIC AREA 7 AREA DEVELOPED. AREA 7 AREA DEVELOPED. ` NO WELLS WAN NO WELLS WAN 100 FEET OF 100 FEET OF C {�` PROPOSED SYSTEM PROPOSED SYST MI L 10- 1 \ `� , NOTES: 3) Maintain 10' separation to all 5) Contour data from field .� .��• OF X44 1) All work shall be performed In lot lines and water lines, unless survey conducted September I. •(P;.••" �♦ accordance with AMC15.65. noted otherwise. r 5,•'' ♦ 2005 by Gastaldi Surveys {x :' 49 TH �, ♦f 2) Materials used shall be in 4) Lots served by private water ••••••••; f accordance with those specified In system. No wells within 100' of �.....r.. ......1.....f AMC15.65, Wastewater Disposal. proposed system. fPREPARED FOR: f Steven R. Pannone PANNONE ENG. SVC, LLC St ♦♦ 6149 ''Am Todd Elmore P. 0. BOX 102954 ♦ a 11661 Frances Circle ♦♦��?••'�'i Anchorage, AK 99515 ANCHORAGE, ALASKA 99510 ♦4•,,,, ;'.�x► 250.7935 GATE: 35202 P,22772-8218 Fax scAl c• ,•-��• PLAN PERMIT NO:SWO6 DESIGN DRAWING DETAILS P.I.D. NO: 020.577.04 WASTEWATER DISPOSAL SYSTEM LOT 3A BLOCK 7H RABBIT CREEK HTS SID, t ON3 My" IV o$ It ; ;a Deni tloLNon � rc 5 1111111 c u ?y1� , ir5 \SapO '.Y O �- r'+J Y1 r r�G'1 pp Q r }`�'.� ✓ ti 1' o e o Lr g°f W W K W OIVOISN1V LL 3Bn11pLNon '. 7, : t'.+ O 0 n a r —T an a3 as v, �via 3� L > a d x 310HNVn I Ino NY= o O r lnO NY313 OF '•• z Q F .�f . Cp • i co�'• mo.....J.... ........1..... NOI1VONfgi • • ............... ♦ ;Steven R. Pannone 'Steven PREPARED FOR: PANNONE ENG. SVC, P.O. BOX 102954 LLC 11 E 81 �9l S� 1•• Todd Elmore 11661 Frances Circle 99515 ANCHORAGE, ALASKA 99510 227-3522 P, 272-8218 Fax 250-7935e, AK DATE: 5.14-06 DETAILS SCALE: NTS PERMIT NO: SW06 DESIGN DETAILS WASTEWATER ABSORPTION SYSTEM LOT 3A BLOCK 7H RABBIT CREEK HTS S/D, P.I.D. NO: 020.571-04 DESIGN CALCULATIONS Number of Bedrooms -4 Total Bedrooms -4 Design flow -150 gallbr/day, Total flow - 600g/day C7 ,en R. Ponnone No. CE 8149 _, I" TANK SIZE: 1500 gallon Advantex tank SOIL ABSORPTION SIZE: Advantex Sewer System AX20 Pod - Class III System Pero Rate= 6-15 minfinch Application Rate= 5 GPD/SF Size Required= 600 GPD/5 GPD/SF = 120 SF Use bed, 0.5' effective 20' Long by 15' Wide 20 LF x 15' x 0.5'= 300 SF Total Todd Elmore 11661 Frances Circle Anchorage, AK 99515 250-7935 P. O. BOX 102954 ANCHORAGE, ALASKA 99510 272-8218 PHONE & FAX CALCULATIONS SOILS LOG - PERCOLATION TEST PANNONE ENGINEERING SERVICES P.O. BOX 102954 ANCHORAGE, AK 99510 (907) 272-8218 PERFORMED FOR: Todd Elmore DATE PERFORMED: 9-17-05 LEGAL DESCRIPTION: LOT 3A, Block 7H Rabbit Creek HIS SID 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 16 19 20 TEST HOLE 1 DATE GROSS TIME TOPSOIL OR NET DROP Bmwn Sltly GM/ SAND 6 GP GRAVEL GM/ SM BOH Grey Silty SAND 6 GRAVEL SLOPE WAS GROUND WATER . ENCOUNTERED? N IF YES, AT WHAT DEPTH? -0-' DEPTH TO WATER AFTER MONITORING? DATE: WATER MONITORING DATE DTW ID -8-05 11.1' ID -15-05 10.9' 1.21-06 11.1' 4-15-06 13.5' 5.1-06 13.5' 5.7-06 12.5' 5.14-06 11.4' SLOPE TH 1 x READING DATE GROSS TIME NET TIME DEPTH TO WATER IDTN1 NET DROP 4.1" 13:27 — 3 7/6' — 13:57 30 6 15/16' 31116. 13:35 — 3 7lr — 14:27 30 6 15/16' 3 1/16' 14:27 — 4- 14:57 30 7 1116' 3 1/16' PEROLATION RATE9.8{minAnch) PERC HOLE DIAMETER 6Inches TEST RUN BETWEEN 6 FT AND 7 FT COMMENTS: Test hole excavated by Owner. Test Hole was presoaked before pert test. PERFORMED BY: Steven R. Pannone. P.E. i CERTIFY THAT THIS TEST WAS PERFORMEn IN ArrOPTI