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Home My WebLink AboutHARMANY RANCH - EAGLET AERIE LT 8Onsite File Sept* ic system installed in 2004 has been decommissioned. - Municipality of Anchorage On -Site Water and Wastewater Section • (907) 343-7904 Page 1 of 3 ON-SITE WASTEWATER INSPECTION REPORT Permit Number: OSP201102 PID Number: 050-381-88 Dwelling: ❑■ Single Family (SF) ❑ with ADU ❑ Duplex (D) ❑ Two Singie Family Project: ❑O New ❑ Upgrade Name Spinell Homes, Inc. ABSORPTION FIELD ❑ Deep Trench R Wide Trench ❑ Bed ❑ Mound Site Address 8154 Harmany Ranch Road ❑ Other Phone Number of Bedrooms Soil Rating Total depth from original grade 5 1 GPD/SF 4.0 Ft. LEGAL DESCRIPTION Depth to pipe invert from original grade 2.0 Ft. Gravel depth beneath pipe 2.0 Ft. Subdivision Block Lot Harmany Ranch - Eaglet Aeari 8 Fill added above original grade 1.5 Ft. Gravel length 60/60 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 857 Ftz 2 9.2 Ft. Well 100'+ 1001+ NA NA 25'+ TANK © Septic ❑ S.T.E.P. ❑ Holding ❑ Other Manufacturer Greer Capacity 1500 Gal. Surface water 100'+ 100'+ NA NA Material Number of compartments Lot Line 51+ 10'+ NA NA NA Plastic 2 Foundation 10'+ 10'+ NA NA LIFT STATION Manufacturer Capacity Remarks Gal. Alarm location Electrical installed by Installer PIPE MATERIAL House to tank 3034 Tank to 3034 drainfield Pomraining Construction Drainfield 3034 co/MT3034 Inspector Pannone Engineering BENCH MARK (Assumed elevation) 100 ft Inspection v, 7/30/2020 ectio 7/31/2020 Location and description 2„d 3'tl 8/1/2020 411 8/3/2020 basement FF ON-SITE WATER AND WASTEWATER SECTION APPROVAL Engineer's Stamp Conditional Approval: Date � �� OF. AC,, co - • fig �� v� ;;E_ �� Septic System Approved �� Date �5 ��-��.�..`��,d Note: this approval does not include well permit requirements. (RPv nom)/n7/1 Rl ' ~ V r Vo OT 06 qNT l �• MqN WELL FgSFM \ \/ \LOTS \ \ NEW 1,500g SEPTIC TANK' \ B PER 15.65.205 \ \ FOUNDATION CLEAN OUT AND DOUBLE CLEAN OUT 5 BR \� HOUSE ((� < W DECK ON FLOW SPLITTER TM PILES — 12' DEEP \ \ C2 (BELOW BOTTOM OF TANK) 'j m42 A \ �f I C FC `\ \ \ l Y 0\ s T1 \ T2 TH-1 o _ RESERVE FIELD (P) \ \ PES DCO INSTALLED NEW PRIMARY FIELD (2EA) 60LF x 5'W x 2.0'ED x 4.0 TD o C1 SEPTIC AREA (E) INSTALLED CLEAN OUT AND MONITOR TUBE AT EACH END `V \3 �( \ *TOP OF SLOPE MEASURED IN THE FIELD TO BE 20' BELOW BOTTOM EDGE OF TRENCH /SLOPE VERIFIED TO BE 55% \, / \ LIDAR CONTOURS SHOWN ARE APPROXIMATE DESIGN PARAMETERS DRAINFIELD COVER NOTE: 1 PRIMARY/ RESERVE SEPTIC SYSTEM MINIMUM COVER OVER DRAIN FIELD SHALL ) NO. BEDROOM: 5(750 gpd) BE 2.5' WITH /\ \ TANK SIZE: 1500g RIGID INSULATION OR 3.0' WITHOUT PERC RATE: <1 MPI INSULATION. SIDE \ SOIL RATING: 1 GPI/SF SLOPES SHALL BE 3:1 MAX. \ABBREVIATIONS AREA RQD: 750 SF \ TH TEST HOLE \ SYS. TYPE: WIDE TRENCH 2'ED \ (P) PROPOSED RF: 0.70 \ (E) EXISTING MIN LENGTH: 105 LF \ \ f CO CLEAN OUT NO. USE: SMT MONITOR TUBE NO. V l TYP TYPICAL T EA) AREA: '57 SF E.D., 4.0' TD \ ( TM TANK MONITOR TUBE TOTAL AREA: 857 SF NOTES: PAM '�+�� LLC � ('r �^+'�"`�-`�`R,;d Dote PA1�11�TONE ENG SVC LLC OF AL �� 01 /13/2021 RECORD DRAWING P.O. BOX 100217 ANCHORAGE, AK 99510 ..�"�� • •,q l� -- PHONE (907) 272-8218 FAX (907) 272-8211 .'Gj�p y�� scale DRAWN BY: w *; 49 TH * �/ 1"=50' DRM � .."" P.I.D. NO HARMANY RANCH — EAGLET AERIE, LOT 8 / 050-381-88 SPINELL HOMES INC. S't'e'ven 'R. 'Pannone' / PERMIT NO. 8154 HARMANY RANCH ROAD ��`cc�j CE 8149 \rr,OSP201102 Awl PLAN EAGLE RIVER, AK 99577 �1i�F�F� � SStONP�- SheetOF 3 .: - • ~ V r Vo OT 06 qNT l �• MqN WELL FgSFM \ \/ \LOTS \ \ NEW 1,500g SEPTIC TANK' \ B PER 15.65.205 \ \ FOUNDATION CLEAN OUT AND DOUBLE CLEAN OUT 5 BR \� HOUSE ((� < W DECK ON FLOW SPLITTER TM PILES — 12' DEEP \ \ C2 (BELOW BOTTOM OF TANK) 'j m42 A \ �f I C FC `\ \ \ l Y 0\ s T1 \ T2 TH-1 o _ RESERVE FIELD (P) \ \ PES DCO INSTALLED NEW PRIMARY FIELD (2EA) 60LF x 5'W x 2.0'ED x 4.0 TD o C1 SEPTIC AREA (E) INSTALLED CLEAN OUT AND MONITOR TUBE AT EACH END `V \3 �( \ *TOP OF SLOPE MEASURED IN THE FIELD TO BE 20' BELOW BOTTOM EDGE OF TRENCH /SLOPE VERIFIED TO BE 55% \, / \ LIDAR CONTOURS SHOWN ARE APPROXIMATE DESIGN PARAMETERS DRAINFIELD COVER NOTE: 1 PRIMARY/ RESERVE SEPTIC SYSTEM MINIMUM COVER OVER DRAIN FIELD SHALL ) NO. BEDROOM: 5(750 gpd) BE 2.5' WITH /\ \ TANK SIZE: 1500g RIGID INSULATION OR 3.0' WITHOUT PERC RATE: <1 MPI INSULATION. SIDE \ SOIL RATING: 1 GPI/SF SLOPES SHALL BE 3:1 MAX. \ABBREVIATIONS AREA RQD: 750 SF \ TH TEST HOLE \ SYS. TYPE: WIDE TRENCH 2'ED \ (P) PROPOSED RF: 0.70 \ (E) EXISTING MIN LENGTH: 105 LF \ \ f CO CLEAN OUT NO. USE: SMT MONITOR TUBE NO. V l TYP TYPICAL T EA) AREA: '57 SF E.D., 4.0' TD \ ( TM TANK MONITOR TUBE TOTAL AREA: 857 SF NOTES: PAM '�+�� LLC � ('r �^+'�"`�-`�`R,;d Dote PA1�11�TONE ENG SVC LLC OF AL �� 01 /13/2021 RECORD DRAWING P.O. BOX 100217 ANCHORAGE, AK 99510 ..�"�� • •,q l� -- PHONE (907) 272-8218 FAX (907) 272-8211 .'Gj�p y�� scale DRAWN BY: w *; 49 TH * �/ 1"=50' DRM � .."" P.I.D. NO HARMANY RANCH — EAGLET AERIE, LOT 8 / 050-381-88 SPINELL HOMES INC. S't'e'ven 'R. 'Pannone' / PERMIT NO. 8154 HARMANY RANCH ROAD ��`cc�j CE 8149 \rr,OSP201102 Awl PLAN EAGLE RIVER, AK 99577 �1i�F�F� � SStONP�- SheetOF 3 0 z w J U z O Z) D Z) Q O U w U z z J Z W W m W U U O U 98.6 m m o 0 NE: 94.1 NE: 94.1 o II z SW: 93.4 SW: 93.4 z 94.2 o NE: 92.6 NE: 92.6 0 II 94.0 0 SW: 9 1. 9 SW: 91.9 " 1500g DECK �I SEPTIC TANK TH-1 PILE II OR I I u NE: 90.6 / \ NE: 90.6 SP NE: 88.6 / DRAIN FIELD \ NE: 88.6 SW: 87.9 SW: 87.9 SM 84.0 W®84.0 5/6/20 DRY 7/30/20 NOTES:Date RECORD DRAWING P OANM 1N��C, LLC �0. k q' > 01/13/2021 P.O. BOX 100217 ANCHORAGE, AK 99510 't ,� Scale PHONE (907) 272-8218 FAX (907) 272-8211 oaj • ••y j® DRAWN BY:..4 r� p.i1" NO DRM HARMANY RANCH - EAGLET AERIE, LOT 8 ........... .... ..... - 1-88 SPINELL HOMES INC. / Steven R. Pannone PERMIT No. PCE 8149 \��> OSP201102 8154 HARMANY RANCH ROAD c • _ SYSTEM PROFILE EAGLE RIVER, AK 99577 ��11d0PR0FESS110-�"� Sh3eoF 3 \\ U TZ OWNER OF LAND: Spinell Homes ADDRESS: Bore Hole Data LEGAL DESCRIPTION Harmany Ranch Eaglet Aerie Lot 8 DATE: 7-1-20 Depth From To PERMIT NUMBER: OSP201102 DATE Of ISSUE: 5-13-20 TAX IDENTIFICATION NUMBER 05038188000 Is well located at approved permit location: ®Yes ❑No Method of Drilling: ®air rotary ❑cable toot Depth of Well: 385 Casing Type: Steel wall thickness _250 inches Diameter: 6 inches, depth 379 feet Liner type Static Water Level: 23 feet Recovery Rate S V gpm ❑ gph Method of Testing Air Well Intake Opening Type: ® open end ❑open hole ❑ Screened Start feet Stopped ® Perforations Start 44 feet Stopped 50 Grout Type: Bentonite_- _ Volume: 501bs Depth: from _2 _ — feet, to J 42 feet Well Disinfected Upon Completion: yes Ono Method of Disinfection: Chlorine 50 PPM 0 2 2 4 4 8 8 16 16 46 46 48 48 109 109 202 202 217 217 315 315 330 330 380 380 385 Comments: Water at 379' very silty. Ran test pump for 3 weeks and well heaved, shutting off water. The .5GPM is coming from perforations only_ _. . , .n.._...._.__.._.___ -- Casing Stickup Overburden _..�..�._._,....,.__�.�. Fill Silty Sand & Gravel Silty Sand & Gravel w/ Clay Tight Silty Sand & Gravel ~ Clay & Gravel Clay Silt & Water Clay Sand Silt & Water Gay Tight Silty Sand & Gravel w/ Clay & Water Drillers Name: Cole Sullivan ATTENTION: It Is the responsibility of the property owner to submit a copy of the well log to the proper authority. Municipality of Anchorage: Department of Health & Human Services and/or Department of Environmental Conservation. MatSu Borough: Department of Environmental Conservation. www.suilivanwaterwells.com Pump Installation Log Well Drilling Permit Number: SW OSP201102 Date of Issue 5-13-20 Parcel Identification Number: 05038188000 Attention: The pump installer shall provide a pump installation log to the DSD within 30 days of pump installation. 1 AN f N � Mi z L W ♦ap in V Y- _Z irW O U n � � z n O .. 3 U w 3 z O N 0 co \to O Z = N \ m O O O to N .- O 3 0 U) N O ca m N m Li 0 MUNICIPALITY OF ANCHORAGE On -Site Water & Wastewater Program POBox 196650 4700Elmore Road Anchorage, Alaska B8519'O85O Phone: (907) SO4 Fax: (oU7)84S-79S7 hUp:8wmmw.muni.org/vnoKe Permit Number: O8P201102 Work Type: VVeUGeotic|nitio| Tax Code Number: 05038188000 Site Legal Address: FARMANY RANCH-EAGLBAER|ELT 8 G:0260 Site Mailing Address: 8154HARMANYRANCH RD, Eagle River Owner: GP|0ELLHOMES INC Design EngineerPANNDNEENGINEERING SERVICES This permit isfor the construction of: 5/13/2020 5/13/2021 21 Disposal Field R1 Septic Tank El Holding Tank 0 Privy 0 Private Well 11 Water Storage All construction shall beinaccordance with: 1, The attached approved design. 2. All requirements specified in Anchorage Municipal code Chapters 15.55 and 1505 andU1 State VfAlaska Wastewater Disposal Regulations (18AAC72) and Drinking Water Regulations (18AAC80) & The wastewater code requires inspections during the installation. The engineer shall notify theDeve|oprnent Services Department per AMC 15.O5.Provide notification bycalling (9O7)343 -78O4(24/7). 4. From October 15 to April 15, a subsurface soil absorption system under construction during freezing weather shall beeither: e. Opened and Closed onthe same day, or b. Covered, sealed, and heated hoprevent freezing Received By: Issued By: aut�yq Date: '� x � 1a� Municipality of Anchorage On-site Water and Wastewater REVIEWED FOR CODE COMPLIANCE OSP201102, Rebecca Carroll, 05/13/20 Municipality of Anchorage On-site Water and Wastewater REVIEWED FOR CODE COMPLIANCE OSP201102, Rebecca Carroll, 05/13/20 Municipality of Anchorage On-site Water and Wastewater REVIEWED FOR CODE COMPLIANCE OSP201102, Rebecca Carroll, 05/13/20 Municipality of Anchorage On-site Water and Wastewater REVIEWED FOR CODE COMPLIANCE OSP201102, Rebecca Carroll, 05/13/20 Municipality of Anchorage On-site Water and Wastewater REVIEWED FOR CODE COMPLIANCE OSP201102, Rebecca Carroll, 05/13/20 Municipality of Anchorage On-site Water and Wastewater REVIEWED FOR CODE COMPLIANCE OSP201102, Rebecca Carroll, 05/13/20 C Municipality of Anchorage Department of Health and Human Services Building Safety DlvWon Onsite Water and Wastewater Program, 4700 South Bragew Street P.O. Box 196850 Anchorage. AK 995198650 Page 1 of 5 www.d.anchorage.ak.ue (907) 343-7904 ON-SITE WASTEWATER DISPOSAL SYSTEM AND/OR WELL INSPECTION REPORT Permit Number. SWSW030370 PID Number. -0 N.: Wastewater System: ® New ❑ Upgrade Aedes.: ABSORPTION FIELD Fnon.: Nda.rda.6oaA: 319.1909 5% 0 D.w Tion, ® shm" TmM c ant O Mmmd t] Dawr: LEGAL DESCRIPTION ""'a T`WD.Pe ftmawk irse abck lac arDdMalan: D.qh a pip beds. aam aV Weds: Drrvsr d"M b0*alh pipe To -W* Rows: awdbn: F•edded.bmialpW Weds: Or"luiaai: Well: ® New ❑ Upgrade Gft.W*"" N..e.dam: txw.reea.a.a.n a... 515 P. 2 1 q: TOGA 0,M: cased W. TOM daagbn OW P1q m"w Pr vate o /385 F? - 3034PVCIFSIQ oar. 5oI-�t�'AA1 ow R/`rB Io3 snx war 1.0.01: — 3 R ay.a.r OWner Dd. Nobw 515/2004 Two- Purpadse wH,#tAdnd. e.Wb.wa TANK GPMI30 SEPARATION DISTANCES O $eptic ❑ Howing ❑ S.T.E.P. ❑ Other: To I Septic Absorption LM Holding rJPrivate M'"f'r cal'"er. Frim Tank Field Station Tank aewerune Aneh Tank 3000 ed W44 200+ 200+ 200+ 150+ : steel 'steel N � of CanpMbnNet 2 &A .w. 200+ 183 LIFT STATION ldu» 699 710 Mw"A� Faetlstlan ( -ft" wwd' Y'..rw orb d: eon weer ds/111 d: b b ti ear.Bw. 100+ 100+ PupIMl.allodw E.bYalbspceosF.rn.wdby. Foundation for house not Installed. Based leoation of BENCH MARK drain field on bam location and bearing,distances. uacdton.rd D.rlp.uc Barn Finish Floor 7-NNtS t r�-rrw V AP 1a c t„uA;a A ...w Flewasn: 150 n wAc ten4mo ej c1E -I'S L ��cL SYS 7 eMEngineer's Stamp • Inspections Pannone Eno. Svc tiq •� -v ` ei performed by: Dates: 115/4/2004 :* 49TH 2n005/052004 Department of Health and Human Services approval tev ""I�� . R. Ponnone Reviewed and approved t>y�� ..�. _ . nn . n.. Date: atsv.riNai �%;Steven a+'stir No CE 8149 - a . .� c�3c..'�S'. PERMIT NO: 030370 RECORD DRAWING WASTEWATER DISPOSAL SYSTEM NW4NW4 & S2MW4 T12N R1W S22 ;'a : % — Tom,_ 1 i PROPOSED BUILDING SITE T14NR1WS22.DWG KLr MKLU t UK: Jerry Harman P.O. Box 230263 Anchorage, AK 99523 317-1808 CeU 1 P.I.D. NO: 050-38-102 rM PANNONE ENG. SVC, LLC P. O. BOX 102954 ANCHORAGE, ALASKA 99510 227-3522 P, 272-8218 Fox NTE, 9-1-04 RECORD PERMIT NO: 030370 RE ORD DRAWING P.I.D. NO, 050-38-102 E ATER DISPOSAL SYSTEM NW4NW & MW4 T12N R1W S22 22 NOTE 1) ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH, & ALL MATERIALS Acv WELL SHALL CONFORM TO AMC15.65. W1N 2) LOT IS AN 120 ACRE PARCEL WITH NO (CO,STRLE1EDl a DEVELOPMENT SURROUNDING THE LOT. SS3) LOCATIONS OF TEST HOLES AND BUILDING ° SITE ARE BASED ON ACTUAL SURVEYED IN DURING CONSTRUCTION. 4) TEST HOLES EAST OF THI ARE IDENTICAL \ TO COL TION2T STT ERFORMOED.L000ED OR SWING -TIES TI TO C3 S50 -00E, 100.4' CO T1 C3 T2 12.6 88.5 DV 17.1 83.5 DC1 17.8 82.5 DC2 17.5 82.3 C2 22.9 78.4 MI 62.5 38.3 C4 24.5 79.1 M2 60.6 43.5 C5 98.2 18.0 0 J ESISt'G FOR NOLISE CLEAN -WT CLEAN -our AREA INDCVELOPEa W WELLS OR SEPTICS WITHIN EDD FEET NEH SEPTIC NEW PRIMARY FIELD 75LF a 5-W • t a Jerry Harman P.O. Box 230263 Anchorage, AK 99523 317-1808 Celt s' PE,RC'RATE= 1-5 MPI 5 /S IP SERVICE ,PILL :TED) CLEAN-OUT •cv Dm SERVICE LINE TTPIC L CCONSTRUCTED) CLEAN-OIT NEW RESERVE FIELD MF R 5'W • 7 D i TI 12 �F 5 BR HOUSE 625 R UIRED 5 -WIDE DR INFIELD SYS, 3.0' 75 LFz 5', 6' TOTAL DEPTH REDUCT N FACTOR = 0.58 TOTAL RE =650 SF 15008 S PT C TANK 6• PANNONE ENG. SVC, LLC P. O. BOX 102954 ANCHORAGE, ALASKA 99510 227-3522 P. 272-8218 Fax RECORD PERMIT NO: 030370 RECORD DETAILS WASTEWATER ABSORPTION SYSTEM NW4NW4 & S2MW4 T12N R1W S22 NOTE: 1) ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH, g ALL MATERIALS SHALL CONFORM TO AMC15.65. 2) RESERVE DRAIN FIELD IDENTICAL TO ORIGINAL WITH 10' SEPARATION TO inoNV313 ORIGINAL DRAINFIELD. 3) RESERVE FIELD WAS INSTALLED AT SAME TIME AS ORIGINAL FIELD. n CN3 N3V3 AV a 3Hni amilNON V C p a Y L Q U N o. 3AiVA b3lb3A1O K W P a8 ` C7 Ir P O F— N = vai n 1f10 NV333 r U a O 1. m N C C N_ f7 InONV3l lrN3 NV313 NoiivaNrIOJ Jerry Harman P.O. Box 230263 Anchorage, AK 99523 317-1808 Cell P.I.D. NO: 050-38-102 Pannone Eng. Svc., LLC P. O. BOX 102954 ANCHORAGE, ALASKA 99510 RECORD M 1 d A-3 N o. 3AiVA b3lb3A1O W 1(10 NV3l] N = vai n 1f10 NV333 r u a O 1. m 0 C C N_ f7 1 1 1 iNO NV3m lrN3 NV313 NoiivaNrIOJ Jerry Harman P.O. Box 230263 Anchorage, AK 99523 317-1808 Cell P.I.D. NO: 050-38-102 Pannone Eng. Svc., LLC P. O. BOX 102954 ANCHORAGE, ALASKA 99510 RECORD MUNICIPALITY OF ANCHORAGE Development Services Department On -Site Water 8 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. SW030370 Legal Description: T14N R1 W Sec 22 NW4NW4 Date Issued: Sep 09, 2003 Expiration Date: Sep 08, 2004 Parcel ID: 050-381-02 Design Engineer: 0000 None Required Site Address: Unknown Owner Name: Jerry Harman Lot Size: 5227200 SO. FT. Owner Address: P.O. Box 110736 Total Bedrooms: 4 Permit Bedrooms: 4 Anchorage , AK 99511 - This permit is for the construction of: 0 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 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. Issued By. Date: !`� 3 Date: �3 Municipality of Anchorage • Development Services Department Building Safety Division i On -Site Water and Wastewater Program 4700 South Bragaw St. P.O. Box 196650 Anchorage, AK 99519-6650 www.cl.anchorage.ek.us (907) 343-7904 ON-SITE SEWER/WELL PERMIT APPLICATION FOR A SINGLE FAMILY DWELLING I-b'L Parcell.D. Number SW 030 370 Property owner(s) Jerry Hannan Day phone 317.1808 Mailing address (1) P.O. Box 230263 Mailing address (2) Anchorage, AK Zip Code 99523 Legal description (Lot, Block & Sub'd.) NW4NW4 & S2NW4 Legal description (Section, Township & Range) TNN R1W S22 Lot Size 42 S, 22� ZWAcres Sq.Ft. Number of Bedrooms 5 THIS APPLICATION IS FOR: 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: 15150"1 Date of Payment: 3 �3 Waiver Fees: Date of Payment: ReceiptNumber:' Receipt Number: (Rev. 12/00) " 3f 6 wE« Pannone Engineering Services, LLC P.O. Box 102954 Consulting Engineers Anchorage, Alaska, 99510 (907) 272-8218 (907) 272-8218 Fax September 1, 2003 Municipality of Anchorage Development Services Department On -Site Water & Wastewater Program 4700 S. Bragaw Street P. O. Box 196650 Anchorage, Alaska 99519 Subject: NW4NW4 & S2NW4 T12N R1W S22 Well & Septic System Permit Request Gentlemen: My firm was asked to investigate a new septic system serving this lot. Multiple test holes were excavated on August 23, 2003 on the lot. The soils report and a percolation test result are attached for the two test holes I plan to install the proposed system around The test holes east of the ones logged were similar in material but were no logged or percolated. They may be in the future if required. No bedrock was encountered in the test hole. Groundwater was encountered while digging the test holes at a depth of approximately 11 to 13 feet andstabilized at these depth after the water monitoring period. This level is consistent with the surrounding ground water levels for the area. The lot is approximately 120 acres in size. The lot slopes to the southeast at approximately 5 percent in the area of the test holes. The proposed installatnn will be located on the northern portion of the lot. The proposed private well will be locatednorthwest of the proposed drain field and uphill. The proposed location is greater than 100 feet away from existing & neighboring wells and 25 feet from the water service lines. The surrounding wells are located greater than 100 feet from the proposed installation. The proposed installation will not affect the future development of the surrounding or existing lots. See the attached Design. If you have any questions or concerns, please contact me at 227-3522 or 272-8218. Sincerely, ..••`"'� Pit ""`14 Steven R. Pannone, P.E. ? 49'" Civil Engineer S _.._.... N Steven R. Ponr Attachments: C:\Work\Letters\1-5 Mt Side Village.001.doc 49 PERMIT NO, 03 DESIGN WASTEWATER DISPOSAL SYSTEM ' NW4NW4 & S2MW4 T12N R1W S22 1 4' PROPOSED BUILDING SITE —. IC.\Work\DRAWING\NW4NW4T14NRIWS22.DWG Jerry Harman P.O. Box 230263 Anchorage, AK 99523 317-1808 Cell P.I.D. NO, 050-38-102 :k MILE 4 X EAGLE I&ER RD z �p a SJ X —. — -- iir 4. `I PANNONE ENG. SVC, LLC P. O. BOX 102954 ANCHORAGE, ALASKA 99510 227-3522 P, 272-8218 Fax NTE. 9-1-03 DESIGN PERMIT NO- 03 DESIGN WASTEWATER DISPOSAL SYSTEM NWW4NWW4 & S2MW4 T12N R1W S22 \ /V V PAREA UNDEVELOPED. NO VELLS OR SEPTICS VITMIN EDD FEET z Q P.I.D. NO, 050-38-102 NOTE, 1) ALLWORK SHALL BE PERFORMED IN ACCORDANCE WITH, & ALL METERIALS SHALL CONFORM TO AMC15.65. 2) LOT IS AN 120 ACRE PARCELL WITH NO DEVELOPMENT SURROUNDING THE LOT. 3) LOCATIONS OF TESTHOLES AND BUILDING SITE ARE APPROXIMATES BASED ON ODOMETE READINGS AND COMPAS HEADINGS. ACTUAL LOCATION OF SITE & TESTHOLES WILL BE SURVEYED IN DURING CONSTRUCTION. 4) TESTHOLES EAST OF THI ARE IDENTICAL TO THI & TH2, BUT WERE NOT LOGGED OR PERCOLATION TEST PERFORMED. PROPOSED �ccLVELL ^L I..L /CCESS ROAD 37 \ PREP SMR H N AREA WDEVELOPED. NO WELLS OR SEPTICS VITNIN IN FEET Work\DRAWING\NW4NW4Tl4NRIWS22.DWG %14 .�........ ,444..♦ IF 4941 ..................». :• •i PREPARED FOR, :Steven R. Pannone? - Jerry Harman No. CE 8149 p' CF P.O. Box 230263 1��.•d�� Anchorage, AK 99523 ��i_ •ri`'•••••••'",�•al. �� 317-1808 Cell SEPTIC PROPOSED PNINART F 73LF x 5N x PROPOSED RESERVE I Mr x5'Vx IRLOEEOIKWWSV CS VITNIN 200 FEET DESIGN, PERC RATE= 1-5 MPI 125 SF/BR, 5 BR HOUSE 625 SF REQUIRED 5 -WIDE DRAINFIELD SYS, 3.0' EFF. 75 LFx 5', 6' TOTAL DEPTH REDUCTION FACTOR = 0.58 TOTAL AREA=650 SF 1500g SEPTIC TANK PANNONE ENG. SVC, LLC P. O. BOX 102954 ANCHORAGE, ALASKA 99510 227-3522 P, 272-8218 Fax DESIGN PERMIT NO: 03 DESIGN DETAILS WASTEWATER ABSORPTI❑N SYSTEM NW4NW4 & S2MW4 T12N R1W S22 NOTE, 1) ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH, & ALL MATERIALS SHALL CONFORM TO AMC15.65. 2) RESERVE DRAIN FIELD IDENTICAL TO ORIGINAL WITH 10' SEPARATION TO 1n(INtl3M ORIGINAL DRAINFIELD. 3) RESERVE FIELD MAY BE INSTALLED AT SAME TIME AS ORIGINAL FIELD. w a 0 U c L Y L 0 K L _tl tr P q o mill su 51 1 A i •r. r Drawing G\Work\2-2SBV.DWG Z F— u W N QN3 H3tl3 !tl 39n1 MQIINQH 1nQNtl31 1n0 NV313 1n0 NV313 LnO NV313 ln0 NV310 P.I.D. NOi 050-38-102 W J Lt. C3 CK CL 49M W »... » »»»» a ?� Steven R. Pannonef/:�r PREPARED FOR Pannone Eng, Svc., LLC °Ssss , 2'L' C� Jerry Harman P.O. Box 230263 P. ❑. BOX 102954 ♦t{�,., O� ,.�\�AV AnchoragCetL 99523 ANCHORAGE, ALASKA 99510 �� ♦%4141 317-1808 272_8218 PHONE & FAX DATE, 9-1 ScALE t ;; NoT To DESIGN . r- PANNONE ENGINEERING SERVICES P.O. BOX 102954 ANCHORAGE, AK 99510 MM 272-8218 PERFORMED FOR Jetty Human DATE PERFORMED: 8-23-03 LEOALDESCIU11ON: NW4NW4 & S2NW4 T12N RTW S22 TM HOLE I I WM Pt. OR � 1 1 1 R 1 2 3 4 3 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 Wdl paded OW ani A Sod w/b*m oft aP/SP I aRAv�.anp 0 " & wD, mofEt. BOH WAS GROUND WATER ENCOUNTERED? YM W YES. AT WHAT DEPTH? -I1- DEPTH TO WATER AFTER MONITORING? -11 DATE: 8-31-03 READING DATE ORM Tom MET Ina DIM OP WATER IOC? DROP 8-23-03 1043 6' --- 1053 10 1 1/4' 4 1/4' 1053 ---- 6' --- 11-03 10 11/4' 4 1/4' 11,03 -- 6' ---- fil3 10 11/4' 41/4' PMOLA71ON RATE 2.35 (min/inch) TEBT RUN BEWTEEN 6 FT and 7 IFT 1-_:_ 4 ' 1 I I I __: cora tza - 73=1 OR TMT PANNONE ENOINEERINO SERVICES P.O. BOX 102954 ANCHORAGE, AK 99510 (907) 272-8218 PERFORMED FOR Jerry Harman DATE PERFORMED: 8-23-03 LEGAL DESCRIPTION: NW4NW4 h S2NW4 T12N R1W 822 IM HOIE 2 OR Mom I - 2• 3 4 5 6 7 a 9 10 11 12 13 14 IS 16 17 IB 19 20 wen Qaaea o�.a. s end aP W/4&* est Brown saw OY/1Q. 0mvel to ffik BOH ;{ 492 ion R. Panne No. CE 8149 WAS GROUND WATER ENCOUNTERED?yes_ IF YES, AT WHAT DEPTH? Seeps Q -13 DEPTH TO WATER AFTER MONITORING? -12 DATE: "1-03 V17-1 arlom FU ADINO DATE aaa89 Ona Tar 1Da Duan aP WATM pw DROP 8-23-03 11,37 6' --- 11-47 10 11/4' 4 1/4' 11.47 ____ 6. ---- M57 IO I I/4' 4 1/4' 1167 --__ 61 12A7 10 11/4' 4 1/4' PEROLATION RATE 2.4 tnin/Inch) TEST RUN BEWTFEN 4 FT and 5 FT COMMENTS: Teat hole elocavated by Owner. Teat Hole was presoaked before pert test. Certificate of On -Site Systems Approval Parcel I.D. 05038188000 1. GENERAL INFORMATION Complete legal description Harmany RancffL8 Location (site address) 8154-Harmany Ranch Rd Current property owner(s) Spinell Homes Mailing address Real estate agent 2. TYPE OF DWELLING: Single Family (w/wo ADU) ❑ Duplex ❑ Multiple Dwellings (Single Family and/or Duplex) 3. NUMBER OF BEDROOMS: 5 -InA Expiration Date: J11m (7 N� Day phone Day phone 4. TYPE OF WATER SUPPLY: TYPE OF WASTEWATER DISPOSAL: Private Well Q Private Septic 0 Water Storage ❑ Holding Tank ❑ Community Well ❑ Community ❑ Public Water System ❑ Public Sewer ❑ Waiver request for: Distance: Received by: Date: COSA to be released to the engineer4/ less otherwise requested by the engineer. COSA Fee $_ 120 Date of Payment q a Receipt Number COSA # OSC211063 Waiver Fee $ Date of Payment Receipt Number Waiver # MUNICIPALITY OF ANCHORAGE DEVELOPMENT SERVICES DEPARTMENT 907-343-7904 On-Site Water and Wastewater Section Fax: 343-7997 www.muni.org/onsite Mailing Address: P. O. Box 196650 * Anchorage, Alaska 99519-6650 * www.muni.org Well Water Advisory Certificate of On-Site Systems Approval # OSC211063 Subdivision: Harmany Ranch - Eaglet Aerie, Lot: 8 This well’s productivity was determined to be 0.5 gallons per minute. The minimum well productivity required under (AMC 15.55) for a 5-bedroom residence is 0.5 gallons per minute or 150 gallons per day per bedroom. Although the subject well currently meets this minimum requirement, the production capacity can fluctuate and may be insufficient to meet your needs. This advisory must be attached to all copies of the subject Certificate of On-Site Systems Approval.