The URL can be used to link to this page

Home My WebLink AboutROSEBERRY HIGHLANDS LT 7Onsite File Roseberry Highlands Lot 7 #050-315-65 Plat 14-58 requires lot to have a Category III nitrate -reducing septic system kmev U0/Vz1 ! 0) Municipality of Anchorage -uu-V-4-51 CuLi I On -Site Water and Wastewater Section - (907) 343-7904 Page 1 of 4 ON-SITE WASTEWATER INSPECTION REPORT Permit Number: OSP221437 PID Number: 050-315-65 Dwelling: [K Single Family (SF) El with ADU El Duplex (D) El Two Single Family Project: IRS New F1 Upgrade Name BRENT & SHERI COLE ABSORPTION FIELD R Deep Trench MR Wide Trench R Bed R Mound Site Address NHN MOUNT MAGNIFICENT CIRCLE, EAGLE RIVER, AK 99577 ❑ Other Phone Number of Bedrooms Soil Rating Total depth from original grade 907-301-5359 4 *4.0 GPD/SFJ r� SEE DWG. Ft, LEGAL DESCRIPTION Depth to pipe invert from original grade SEE DWG. Ft. Gravel depth beneath pipe 0.54 Ft. Subdivision Block Lot ROSEBERRY HIGHLANDS 7 Fill added above original grade SEE DWG. Ft. Gravel length 32 Ft. Township Range Section Gravel width 5 Ft. Beds: Number of Lines Distance between lines Ft. SEPARATION DISTANCES To Septic; Absorption Lift Station Holding Sewer I Total absorption area Number of trenches Dist. between trenches From Tank — Field Tank Line 160 Ft2 - Ft. Well *50'+ *50'+ *50'+ 125+ TANK 9 Septic A S.T.E.P. ❑ Holding EJ Other Manufacturer Capacity GREEK TANK 1000/1000 Gal. Surface Water *50'+ *50'+ *50'+ — Material Number of compartments Lot Line 5'+ *51+ 5`+ NA HDPE PLASTIC 1 11 Foundation 110'.+ 10'+ 10.+ LIFT STATION Manufacturer Capacity Remarks *THIS IS A CAT III AWWTS. GREER/AEROCELL 1000 Gal. Alarm location INSIDE HOUSE Electrical installed by PIPE MATERIAL House totank D3034 T"to '~era rainfie ld D10034/ GREEN GREEN GENERAL CONTRACTOR Drainfield D3034 CO/MT D3034 Inspector GEG CONSULTANT, JODY MAUS BENCH MARK (Assumed elevation) 100.00 ft lEt 10/25/22 10/25/22 Inspdatesn ectio2 nd : Location and description 3,d 10/25/22 411 10/27/22 BOTTOM OF SIDING @ NW CORNER OF HOUSE (NEAR POINT" A") ON-SITE WATER AND WASTEWATER SECTION APPROVAL Engineer's Stamp OF A Conditional Approval: Date 6�I•�s eel VL Z (4 T U......... $V1 - y A, Gardess e�,' Septic System Approved Date CE -19F Note: this approv)aes not include well permit requirements. 4feskoo ros' I I #AECC884 kmev U0/Vz1 ! 0) PERMIT NUMBER: PARCEL ID NUMBER: OSP221437 RECORD D RAW I N G 050-315-65 PLATTED SEPTIC RESERVE SITE / STEVE ENG, \ P.E. - TH#4 \ \\ TOP OF SLOPE \\ // (APPROXIMATE. EXTENT OF FILLED AREA (APPROXIMATI A B FCO 18.5 11.5 MH1 16.0 30.9 STI 18.3 35.5 DBLI 19.0 36.6 DBL2 20.0 38.0 ST2 20.8 39.2 MH2 24.1 43.6 VP1 54.6 60.8 POD 51.7 56.7 JV 48.2 51.3 VP2 C01 MT1 %57.9&4.1 CO2 MT2 NOTE: PIPE LOCATIONS ARE SHOWN PER GEG SHOTS TAKEN WITH LEICA DISTO S910 LASER DISTANCE METER, SWING -TIES TO HOUSE CORNERS WERE GENERATED IN AUTOCAD. RESERVE DRAINFIELD SITE NEW 1000 -GALLON SINGLE COMPARTMENT GREER HDPE RECIRCULATION/PUMP TANK - INSTALLED DOUBLE CLEANOUTS (DBLI & DBL2) SEE CROSS-SECTIONAL DETAIL DRAWING, PAGE 4 OF 4 NEW 1000 -GALLON SINGLE COMPARTMENT GREER HDPE SEPTIC TANK — APPROXIMATE LOCATION OF OUTFALL OF FOUNDATION DRAIN. OUTALL IS 50+ FEET FROM TANKS. END OF DRAIN IS COVERED— a. l - NEW N8500 -AC AEROCELL UNIT FOLLOWED BY JANDY VALVE BASIN NEW DRAINFIELD GEG cD2 g #1 \ +V c°, N GEG ti =� TH#2 y SCALE: 1"=30' NEW 4 -BEDROOM HOUSE �� OF 'q� P,...... ,at- GARNESS ENGINEERING GROUP, Ltd.... .... ........... ..........s..... i CIVIL & ENVIRONMENTAL ENGINEERS 3701 E. TUDOR ROAD, SUITE 101 • ANCHORAGE, AK 99507 - PHONE (907) 337-5179 - FAX (907) 338-3246WEBSITE: w ,v.gomossengmeonng.com•.•.......••• ......•••....S!!�' PREPARED FOR: PHONE NUMBER: PAGE NUMBER: f` n :* J• ff?e A. G ess Ar BRENT & SHERI COLE 301-5359 2 OF 4 ♦ �J, , CE -7993 �• AV PROJECTILEGAL DESCRIPTION: DRAWN BY: ,O® F� brr�r+Q,) 1( Z�.'�l`C�� ROSEBERRY HIGHLANDS S/D; LOT 7 J.L.M. +®444 a !'RpFE5S\dNP®v® TYPE OF WORK: DATE: LICENSE Mi+ RECORD DRAWING OF WELL AND SEPTIC SYSTEM LOCATIONS 10/6/2023 #AECc664 0 50 100 Feet (T -,, 31' \99' 0� .9A 50 0 5 2.5 7.5 z. o zo 1.0 4.7 0 Iao 185 — S➢ 4.2 ae 9.7 a7 Bldg. Detail Not to Scale AsBuilt Lot 2 Raspberry Highionds Subdivision &deed By. TreVi Der:~ X23 Plat: P-583 (ied NW0155 Dr APH OW APH !'1S1• CeMot on.. The Bmid C=TPm a cmtrxtrJ a Mri sna7 c! Ae yWM he em a*d .ee1 bd fhe faf ana,D ean hoe D er eu r�6cot maf fo ltx best of our kwWOfe w dom or Deer mmnrrJ hue wd 1 E+Laximw Note /f a o.nrri n pwmbvy to owe - Me emfe deny ,es eo hxt� ev,01-d--wy tntew -W-6Z nor on the dgan pbL it i1 me —&Wfd: ,e::yera�ry m mart ffP d kwxvt ot— nd� ooh hfr� x0031 n M V :m and exenmtc �\ &13.2023 -1 x...15 Legend ® DECK 50 CMM&ER 4Q SEP77C ACCESS MANHOLE Q J'RERAR W7H PLASTIC CAP MCWUMENT of 5EP77C PIPE ® mu CASINO 585:J7' 58 -W 39.02' z u N O ' i J tp C). FOUNDA /UUT" DOST Nc Ga -F04- SF£C�7AlCJ �nJT%��11'f� G 1 \ h ` 25-14'09"E `7.,0.19' O � R DOG GO dba BILL 8k COLE }U L L I VA IN WATE"'Imth W E L L'S Y PO. Box 670269, Chugiak, AK 99567 668-2756 OWNER OF LAND: Brent Cole ADDRESS: 19320 Mt Magnificent Cir. Eagle River, 99577 LEGAL DESCRIPTION Roseberry Highlands Lot 7 DATE: 10-26-22 PERMIT NUMBER: OSP221437 DATE OF ISSUE: 10-24- 22 TAX IDENTIFICATION NUMBER 05031565000 Is well located at approved permit location: ®Yes ❑No Method of Drilling: ❑air rotary ❑cable tool Depth of Well: 400' Casing Type: Steel Wall thickness 250 inches Diameter: 6 inches, depth 44 feet Liner type Static Water Level: 44 feet Recovery Rate .6 ® 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: 300 lbs Depth: from 2 feet, to 42 feet Well Disinfected Upon Completion: ®yes Ono Method of Disinfection: Chlorine 50 PPM Comments: Shallow bedrock surface seal installed per MGA code. Well vield after hvdrofrac. Bore Hole Data Depth From To 0 2 2 6 6 17 17 21 21 49 49 121 121 162 162 220 220 241 241 271 271 357 357 400 Casing Stickup Fill Silty Sand & Gravel w/ Clay Tight Broken Bedrock Bedrock Yellow Bedrock Brown Bedrock Gray Bedrock Gray w/ Quartz Seams Bedrock Gray Bedrock Gray w/ Quartz Bedrock Gray Bedrock Green Hard 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 Rnrnuah- nanartment of Fnvironmental Conservation. DOC M" I S— 00 W7 saw- NZ A — ---w— - I VA. R AVIR a z I A ROAM W AV,, ga,,U Moo us- E M2 g� W rNE eM t, F o 11611 9 &In 96t An45 WN, PCX Sax.. M ,27' Pn I n sy qg . -ui , p li MR DrUa ark, .. Number: SIV paAmben shia,:� instalaual Q to the WD ;Athk -3 'D 3 �5, �� tl '3 5 .................................... 48 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.orgfonsite On -Site Water & Wastewater System Permit Permit Number: OSP221437 Work Type: WellSeptic Renewal Tax Code Number: Site Legal Address: ROSEBERRY HIGHLANDS LT 7 G:0155 Site Mailing Address: 19320 MOUNT MAGNIFICENT CIR, Eagle River Owner: Design Engineer: GARNESS ENGINEERING GROUP LTD This permit is for the construction of: Effective Date: Expiration Date: Lot Size in Sq Ft Total Bedrooms: N Department 10/24/2022 10/24/2023 94339 0 Disposal Field R1 Septic Tank 171 Holding Tank D Privy R1 Private Well 11 Water Storage All construction shall be in accordance with: 1. The attached approved design. 2. All requirements specified in Anchorage Municipal code Chapters 15.55 and 15.65 and the State of Alaska Wastewater Disposal Regulations (18AAC72) and Drinking Water Regulations (18AAC80) 3. The wastewater code requires inspections during the installation. The engineer shall notify the Development Services Department per AMC 15.65. Provide notification by calling (907) 343-7904 (24/7). 4. From October 15 to April 15, a subsurface soil absorption system under construction during freezing weather shall be either: a. Opened and Closed on the same day, or b. Covered, sealed, and heated to prevent freezing Special Provisions: • The plat for this subdivision (14-58) requires a Category III nitrate reducing system on this lot. Received Issued B BYDate: T y: Date:, 10A W Development Services Department Phone: 907-343-7904 On -Site Water & Wastewater Section Fax: 907-343-7997 ON-SITE SEPTIC/WELL PERMIT APPLICATION 6 Parcel I.D. 050-31#-65 Property owner(s) Cole Brent & Sheri Day phone 301-5359 Mailing address Site address Mount Magnificent Circle Eagle river 99577 Legal description (Sub'd., Block & Lot) Roseberry Highlands L7 Legal description (Township, Range & Section) Lot Size Sq. Ft. Number of Bedrooms 4 APPLICATION IS FOR: APPLICATION IS AN: TYPE OF DWELLING: (® all that apply) Absorption Field Q Initial ❑ Single Family (SF) El Septic Tank El Upgrade pg ❑ (w/wo ADU) (D) ElRenewal Holding Tank El RenewalQ Multiple Dwellings ❑ Privy ❑ (SF and/or D) Private Well n Water Storage ❑ THIS APPLICATION INCLUDES A WAIVER REQUEST FOR: slope waiver - to allow 2.2:1 slopes Distance: 0' 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: ICK Waiver Fees: Date of Payment: ! zja // as Date of Payment: Receipt Number: () 7 l giG� Receipt Number: Permit No. _ 05,0�2 �2_/L132- Waiver No. GADevelopment Services\Building Safety\On Site Water and Wastewater\Forms\Client Forrns\Permit Application.doc Municipality of Anchorage On-site Water and Wastewater REVIEWED FOR CODE COMPLIANCE G 1 i 9ENGINEERING l'i1 lG GROUP, AeroCeIF ENGINEERING ; SALES ' CONSULTING October 21 It, 2022 )eb Wockenfuss, 10124122 Municipality of Anchorage Development Service Department On -Site Water & Wastewater Program 4700 Elmore Road Anchorage, AK 99507 Ref: Re -issuance Letter for Roseberry Highlands; Lot 7 To whom it may concern: A permit was issued for the subject property on 10/29/2020 and expired on 10/29/2021. Per the request of the homeowner, they would like to have the permit reissued. We are requesting that your department re -issue the existing permit "as -is". We are unaware of any adverse impacts this installation would have on adjacent wells or septic systems. If you have any questions, please contact us at 337-6179. Thank you for your assistance. 3701 East Tudor Road, Suite 101 * Anchorage, Alaska 99507-1259 Phone: (907) 337-6179 * Website: www.garnessengineering.com 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.,Ihvww,muni.org/onsite Work Type: WellSeptic Initial Tax Code Number: 05031565000 Site Legal Address: ROSESERRY HIGHLANDS LT 7 G0155 I 10129/2020 94339 R1 Disposal Field Z Septic Tank 0 Holding Tank 0 Privy R Private Well 0 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 IS 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, seated, and heated to prevent freezing 1. The plat for this subdivision (14-58) requires a Category [if nitrate reducing system on this lot. Received By: 77 --- Issued By: V; Date: Date: M F M o a.rnr s, Municipality of Anchorage .x \v�% Ucpartmcnt P.O. Box 196650 ® 4700 Elmore Road Anchorage, Alaska 99519-6650 a (907) 343-7904 a Fax (907) 343-7997 http://www.muni.org/Onsite Development Services Department On -Site Water and Wastewater Section * * * * VARIANCE/WAIVER REVIEW * * * * Waiver#: OSV201069 COSA#: Permit#:OSP201453 PID#: 050-315-65 Legal Description: Roseberry Highlands Lot 7 Engineer: Garness Engineering Group Applicant: Brent & Sheri Cole Your- request for a waiver of the required 35.0 feet horizontal separation from the absorption field to the excessive slope has been approved. The approved separation distance is 0.0 feet. See engineer's waiver request and profile drawing for justifications. This waiver approval applies to the proposed absorption field only. Any future upgrade to the on-site wastewater disposal system will require all separation distances be met or another approval from this department. .................... ■ ...... a U K t . t ............ \ 0 X R R ■ is ■ ...... \ t ........ t .. t .... ■ I Waiver is Granted: X Waiver is not Granted: Date: /0/a %/2O.2 C) Approved by: ec,_M4�(1/C�R Name of Reviewer ...............................................■....................aNaaN0t..■t **** VARIANCE/WAIVER REVIEW **** ,i .:rrn .3 C Ct,•,y^ h P L 11— Y Fry N•sx? Cr4e, 00, SZPe'"x`+a G E Development Services Department `� = "u Phone: 907-343-7904 On-Site Water & Wastewater Section -- Fax: 907-343-7997 ON-SITE SEPTIC/WELL PERMIT APPLICATION 05(x-315-1�5 Parcel I. . Property owner(s) C/O ERIK TREVITHICK W/ TREVI BUILDERS Day phone 301-5359 Mailing address 6200 LAKE OTIS PKWY #202, ANCHORAGE, AK 99507 Site address MOUNT MAGNIFICENT CIRCLE, EAGLE RIVER, AK 99577 Legal description (Sub'd., Block & Lot) ROSEBERRY HIGHLANDS; LOT 7 Legal description (Township, Range & Section) I nt Size So. Ft. Number of Bedrooms 4 APPLICATION IS FOR: APPLICATION IS AN: TYPE OF DWELLING: (® all that apply) Absorption Field 0 Initial Z Single Family (SF) Q (w/wo ADU) Septic Tank El Upgrade ❑ Duplex (D) ❑ Holding Tank ❑ Renewal ❑ Multiple Dwellings ❑ Privy ❑ (SF and/or D) Private Well 0 Water Storage ❑ THIS APPLICATION INCLUDES A WAIVER REQUEST FOR: SLOPE WAIVER - TO ALLOW 2.2:1 SLOPES Distance: 0' 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: 86 1Jr(C0 V I Date of Payment: i d '2 2 O Receipt Number: Permit No. n 5 Waiver Fees: Date of Payment: /Oms Loq Ib -)1) Receipt Number: Waiver No. 0 S\1� O 1 d (o c( GADevelopment Services\Building Safety\On Site Water and Wastewater\Forms\Client FormsTermit Application.doc Municipality of Anchorage On-site Water and Wastewater REVIEWED FOR CODE COMPLIANCE hJ1 3 becca Carroll, 10/29/20 GROUP,GARNESS ENGINEERING Ltd l ENGINEERING SALES- CONSULTING Alaska Authe}saed Dealer October 5, 2020 Municipality of Anchorage Development Service Department On -Site Water & Wastewater Program 4700 Elmore Road Anchorage, AK 99507 Ref: Proposed Well and Septic System for Roseberry Highlands S/D; Lot 7 To whom it may concerns: A proposed 4 -bedroom house is to be built on the referenced property and is to be served by a private well and septic system. Test holes have been excavated on this property. Per the plat, a Category III (nitrogen reducing) Advanced Wastewater Treatment system is required to be utilized for the septic system. We have prepared a well and septic system design for this property. Comments regarding this design are as follows: 1. SOILS: See the attached soil logs which show the soil classifications, percolation tests and groundwater monitoring. 2. DRAINFIELD DESIGN: See the attached design and detail drawings for the drainfield specifications. The allowable application rate for a Cat III Quanics Aerocell treatment system is 6.0 gpd/sq.ft. application rate; however, we are proposing to use a Category II application for this design which is 4.0 gpd/sq.ft. In short, a minimum of 150 sq.ft. of drainfield (600 gpd / 4.0 gpd/sq.ft.) is required. Based upon vertical conveyance of the treated effluent, this design provides 150 sq.ft. of absorption area. 3. SURFACE WATERS: There are no surface waters within 50 feet of the proposed advanced treatment wastewater system. Attached is the MOA Watershed Wetland map for your review. 4. TOPOGRAPHY: Based upon topography information provided by the surveyor, we used these contours to make a cross-sectional detail drawing to reflect the average slopes in the vicinity of the septic system. Attached is this cross-sectional detail drawing. We are proposing a downgradient slope of 45% slope (2.2 : 1) and we have shown an imaginary 46% slope line starting 2.5 feet above the distribution line on the drawing and also at the bottom of the sand filter. These imaginary slope lines do not daylight within 50 feet of the proposed trench. The entire mounded area and all disturbed areas shall be capped with 4 inches of topsoil and hydroseeded. We are unaware of any adverse impacts this installation would have on adjacent wells or septic systems. Thank you faf your assistance. , M.S. 3701 East Tudor Road, Suite 101 * Anchorage, Alaska 99507-1259 Phone: (907) 337-6179 * Fax: (907) 338-3246 * Website: www.garnessengineering.com Municipality of Anchorage On-site Water and Wastewater ROSEBERRY It OSP201453, Rebecca Carroll, C�O�Q�� \ e``� o�`l HIGHO SDS; f J 'C r l 1 RR ROSEBERRY HIGHLANDS; -AYC N i LOTB ��` `\"F�FRLlIyE�•� ROSEBERRY 11 CSEpTIC ti HIGHLANDS; ✓ AREA / \\ TRACT 1 ®� / PLATTED SEPTIC / \ \1 a RESERVE SITE. (TO REMAIN �� I 100 WELL SEPTIC ) IN PLACE) I \ \ AREA ROSEBERRY — HIGHLANDS;<f�� ti;_ TRACT 1 �y 7 0 a ROSEBERRY HIGHLANDS; LOT 6 PROPOSED r 4 -BEDROOM / f� HOUSE rr 1 1 I I I WELL ROSEBERRY HIGHLANDS; TRACT 1 NOTE: PER PLAT NOTE 3, TRACT 1 IS A ! ! ` COMMON TRACT OWNED AND BY THE HOMEOWNERS ASSOCIATION OF ROSEBERRY HIGHLAND AND PER PLAT NOTE 4, DRIVEWAYS FOR LOTS MAY ENCROACH ON TRACT 1. (SEE PLAT 2014-'. ROSEBERRY HIGHLANDS; \\ SEPTIC SYSTEM LOT 9 (SEp S11 -PAGE 2 OF 3 ROSEBERRY — HIGHLANDS;<f�� ti;_ TRACT 1 �y 7 0 a ROSEBERRY HIGHLANDS; LOT 6 PROPOSED r 4 -BEDROOM / f� HOUSE rr 1 1 I I I WELL ROSEBERRY HIGHLANDS; TRACT 1 NOTE: PER PLAT NOTE 3, TRACT 1 IS A ! ! ` COMMON TRACT OWNED AND BY THE HOMEOWNERS ASSOCIATION OF ROSEBERRY HIGHLAND AND PER PLAT NOTE 4, DRIVEWAYS FOR LOTS MAY ENCROACH ON TRACT 1. (SEE PLAT 2014-'. C9 •�1 .• O'W TP 4 �,. ........ 9 .,,..,° :....� ENGINEERING�SALESCONSULTING w.. s ...�.. ,�. .._.... �% i 3701 E. TUDOR ROAD, SUITE 101 -ANCHORAGE, AK 99507' PHONE (907) 337-6179 -FAX 907 33&3246' WEBSITE. www, ame com T•':••' ••••• ••••,••••• PREPARED FOR PHONE NUMBER: PAGE NUMBER: 0, fesn- i• •• •• • G , mess ''4j, AI BRENT COLE C/O TREVI BUILDERS 301-5359 1 OF 4 �j�%,` CE -795 ,'S_AV PROJECT/LEGAL DESCRIPTION: DRAWN BY: ROSEBERRY HIGHLANDS SID; LOT 7 J.L.M. �1 �••�' •t..��P. •' P ��• TYPE OF WORK: DATE: LICENSE,,�A „S` \ � SITE PLAN FOR PROPOSED WELL AND SEPTIC SYSTEM 10/5/2020 t/AAEccaaa Municipality of Anchorage On-site Water and Wastewater LIE GEG, Ltd. HAS AN 8 PAGE SPECIFICATION LETTER \ DESIGN CRITERIA: t! o \\\\OSP201\eb-caTHAT PERTAINS TO THIS DESIGN. BY PROCEEDING FORWARD WITH THIS INSTALLATION, THE NUMBER OF BEDROOMS: 4 \ \ENGINEER, WELL DRILLER, CONTRACTOR AND GALLONS ION AY(GPD). 600 �~\�PROPERTY OWNER AGREE THAT THEY HAVE PERCOLATION RATES: 3.1 8 <1 MIN./INCH \READ THESE SPECIFICATIONS AND AGREE TO ALLOWABLE APP. RATE: '6.0 GPD/SQ.FT.�ACCEPT THE TERMS AND CONDITIONS OUTLINED. PROPOSED APP. RATE: 4.0 GPD/SQ.FT. a.MINIMUM DRAINFIELD SQ.FT.: 150 7FOR CAT III QUANICS AEROCELL SYSTEMPLATTED SEPTIC t ``°`DRAINFIELD DESIGN:RESERVE SITE.(TO REMAIN /\\ ` \MAXIMUM DEPTH: 5 FEET 7 7 IN PLACE) R ' ♦o \\ WIDTH: 5 FEET �$ `•o \\ \ °\ LENGTH: 30 FEET _ M.0 A. APPROVED SAND FILTER: 2 FEET \ \ EFFECTIVE 0.5 FEET: ACTUAL SQ.FT.: 150 FEET �' 71- 77, - \ \ \ STEVEENG� ~\\ ` `) e77� \`.. P.E.-TH#4 ~ \ \\ x PROPOSED NS500 A j 7 GEG� ~ \ PROPOSED DRAINFIELD \\ AEROCEI L UNIT \ c r \ _TH#1 \ (SEE DESIGN CRITERIA \ U `{:SEE DETAIL DRAWING / 7 o a AND DETAIL DRAWINGS, oON PAGE 3&4 4 OF 4)�0_ \(PAGE 3 OF '\ ! i -y \\ \ PROPOSEDJANDY \ o\ \ \\ \ N `o \ } ° ^ \ VALVE BASUN +GE\G o1�t . AL \oo \` t ` INSTALL DOUBLE ` TH#2 \ 0 -•- E' \ RESERVE.SITE o ` \\ \ \ ��ml \ o CLEANOUTS t \\ \ 171 0 \ / w 19 O PROPOSED 1000-dA�.LON SINGLE \ OG P \ O 'f0 � !! OMPARTMEN,TGREEk+i DPE SEPTIC`\ d'� O� 0 \ `\ `\ TANK FOLLOWED BY 1000 GALLON \ \ `\ SINGLE`C,OMPARTMENT GRE HDPE !y RECIRCl7LATION/PUMP\TANEE R �0, ♦o `\ '\ `\ DETAIL DRAW(NG ON PACE, 3 OF �\ / \ \\ ~\ \ CROSS-SECTIONAL\ `\ \ \ \ DETAIL DRAWING \ `\ I !! \ \ t PROPOSED �. F (SEE SAGE 4 OF 4) \ o \ WELL70p- . �►�� .......... ��1 ° # 71 ............. ........... .......... CIVIL & ENVIRONMENTAL ENGINEERS �,� �� ..�... � �, �.. / 3701 E TUDOR ROAD, SUITE 101 'ANCHORAGE, AK 99507' PHONE (�7) 337.6178' FAX (907)338-3246' WEBSITE. www.gamassenginasring.can ,sr •• ,1 ...... •'!!•i PREPARED FOR: PHONE NUMBER: PAGE NUMBER: C�` �; e• Sty •,••••acne •S� �,WCC� BRENT COLE C/O TREVI BUILDERS 301-5359 2 OF 4 00 ' C 79 °� PROJECT/LEGAL DESCRIPTION: DRAWN BY: �♦�•• •.,�� j ��.•� ROSEBERRY HIGHLANDS S/D; LOT 7 J.L.M. • F0� `.............., \ • TYPE OF WORK: ' DATE: ♦'4LICENSE N =S"; `� �• DESIGN DRAWING OF PROPOSED WELL AND SEPTIC SYSTEM 10/5/2020 #AECC884 �� STANDARD TANK CONFIGURATION NOTE: FLOAT LEVELS ARE FROM BOTTOM OF TANK. COMPONENTS SUPPLY NOTE - 1. TANKS AND MH RISERS ARE AVAILABLE THROUGH GREER TANK 2. THE PUMP, FLOATS, INTERNAL PIPING, GROMMETS, CONTROL PANEL, XPERT ALERT UNIT, AND AEROCELL UNIT ARE AVAILABLE FROM GARNESS ENGINEERING, THE ALASKA STATEWIDE DISTRIBUTOR FOR QUANICS AEROCELL. 3. ALL OTHER EXTERNAL COMPONENTS SUCH AS PIPING, FITTINGS, WIRING, INSULATION, ETC., SHALL BE SUPPLIED BY THE CONTRACTOR. FINAL GRADE MOA APPROVED INSULATED RISEF GREER TANK NOTES: • PER GREER TANK, THESE TANKS HAVE A MAXIMUM BURIAL DEPTH OF 10 FEET OVER THE TOP OF THE TANK. • PER GREER TANK, THE TANKS ARE NOT TO BE BURIED SO THAT THE TOP OF TANK IS MORE THAN 2' BELOW SEASON HIGH GROUNDWATER • GEG RECOMMENDS ALL PIPE PENETRATIONS/JOINTS ASSOCIATED WITH THE TANKS BE ENCASED IN BENTONITE CHIPS. • IF GROUNDWATER IS ENCOUNTERED, THE CONTRACTOR SHALL CONTACT THE ENGINEER TO EVALUATE IF THE EXISTING SOIL COVER IS ADEQUATE TO RESIST BUOYANCY FORCES. SJE RHOMBUS INSTALLER FRIENDLY SERIES (IFS) TIMED CONTROL PANEL WITH DRY CONTACTS FOR SJE RHOMBUS XPERT ALERT WIFI INDOOR ALARM SYSTEM 24" INSULATED LID ELECTRICAL WIRE/S 4" CLEANOUT INSTALL DOUBLE CLEANOUTS BETWEEN TANKS GREER TANK 1000 -GALLON SINGLE COMPARTMENT HDPE SEPTIC TANK RATED FOR 10' BURIAL - INSTALL PER MANUFACTURERS DIRECTIVE WEEP HOLE I—J GREER TANK 1000 -GALLON SINGLE COMPARTMENT HDPE SEPTIC TANK RATED FOR 10' BURIAL - INSTALL PER MANUFACTURERS DIRECTIVE GOULDS PE51 M FROM ALASKA PUMP (DXP) OR EQUIVALENT - NOT TO SCALE QUANICS AEROCELE CAT. Illj SJE RHOMBUS JANDY VALVE BASIN CONTROL PANEL. CONTRACTOR TO WIRES FROM JANDY VALVE FLOAT TO JANDY VALVE CONTROL PANEL AND U.G. LOW VOLTAGE WIRE FROM JANDY VALVE BASIN TO THIS CONTROL PANEL. INSTALL CONVENIENCE OUTLET IN WEATHERPROOF BOX - SIM/TECH PRESSURE FILTER 24" INSULATED LID /__ MOA APPROVED / INSULATED RISER 4" BY 4' WIDE RIGID INSULATION CENTERED OVER PIPE Al 1 QUANICS AEROCELL SYSTEM CATEGORY 111 CONFIGURATION (3 OR 4 BEDROOM SYSTEM) SJE RHOMBUS XPERT ALERT WIFI INDOOR ALARM SYSTEM (REMOTE MONITORING SYSTEM). INSTALLED IN HOUSE AS CLOSE TO INTERNET "BOX" AS POSSIBLE. -4" VISUAL INSPECTION PORT 4" BY 4' WIDE INSULATION CENTERED OVER PIPE 777" 1.25" SCH. 40 PVC FEED LINE 4" VISUAL ANICS NS500 AEROCELL POD INSPECTION PORT PROPOSED JANDY VALVE BASIN RUN LOW VOLTAGE WIRE FROM BASIN TO JANDY VALVE CONTROL PANEL 4" BY 4' WIDE RIGID INSULATION CENTERED OVER PIPE7 4" X 2" ECCENTRIC FITTINGS (X2) 4" RECIRCULATION RETURN LINE (80%) 'TIMER OVERRIDE FLOAT (49") - 1090 GALLONS CAPACITY WHEN FLOAT IS ACTIVATED. - -HIGH WATER FLOT (47") = 1066 GALLONS CAPACITY WHEN FLOAT IS ACTIVATED *JANDY VALVE FLOAT (ON/OFF) - (32") - 752 GALLONS CAPACITY WHEN FLOAT IS DEACTIVATED FLOW LEVEL CUTOFF FLOAT (ON/OFF) - (30") - 706 GALLONS CAPACITY WHEN FLOAT IS DEACTIVATED 2 - 8" CONCRETE CINDER BLOCKS FOR PUMP PEDESTAL - STACKED SIDE B SIDE (SUPPLIED BY CONTRACTOR) 4" DISCHARGE (20% TO DRAINFIELD - 'FLOAT NOTE: MEASUREMENT IS WHERE FLOAT WIRE ATTACHES TO PIPING WITH A 3.5 INCH MINIMUM TETHER FROM PIPING TO FLOAT. ALL FLOATS MUST BE NARROW ANGLE FLOATS. (SEE FLOAT INSTALLATION INSTRUCTIONS) NOTE: ALL PIPING FROM PUMP TANK TO AEROCELL MODULE SHALL BE PLACED ON SUITABLE BEDDING MATERIAL THAT IS MECHANICALLY COMPACTED. ALL LINES SHALL BE GRADED SO THAT THEY WILL DRAIN AFTER EACH PUMP CYCLE AND WILL NOT RETAIN ANY STANDING WATER. NOTE: ALL PRESSURIZED PIPES ARE TO BE SCHEDULE 40 PVC UNLESS NOTED OTHERWISE. Qanis _ U 0,10-- A e A4l'm*.a fir. t$..—! - , .: REVISION: 4.14.2020 Municipality of Anchorage On-site Water and Wastewater i' V 0 M r W I� C7 ce) CO LL m W O z® Z -� u7 O O0) CW 7M �- F`— = a Q a o 0 V I� n /�4 x �yf m jrriy LL1 �i z �� EL 2 jrf W Z' LLi of(� ® V Z �� W n �CC Q W(D � LULij G (Da I� Z ~ F- O W _j utaLli �z U) U O WU oty � Q V1 ~ Q >- !�1 o 0 11 Ci o P LU ct �m IJJ UJ LL 3O w s 03:0 00 �22 0CL �M� 0 1 IL �rI J I � 1 I i * : • * �0 / ::..... .... .. ....f.....:Q/ I ey A. mess: I_v �1 CE 79 •• _IW LICEN�,toPROF\S\\`��•• i 10129120 DESIGN CRITERIA: NUMBER OF BEDROOMS: 4 GALLONS PER DAY (GPD): 600 PERCOLATION RATE/S: 3.1 & <1 MIN./INCH ALLOWABLE APP. RATE: "6.0 GPD/SQ.FT. PROPOSED APP. RATE: 4.0 GPD/SQ.FT. MINIMUM DRAINFIELD SQ.FT.: 150 'FOR CAT III QUANICS AEROCELL SYSTEM DRAINFIELD DESIGN: MAXIMUM DEPTH: 5 FEET WIDTH: 5 FEET LENGTH: 30 FEET M.O.A. APPROVED SAND FILTER: 2 FEET EFFECTIVE 0.5 FEET: ACTUAL SQ.FT.: 150 FEET "FILL" AND ALL DISTURBED AREAS MUST BE CAPPED WITH 4" OF TOPSOIL AND HYDRO -SEEDED. NOTE: THE CONTRACTOR TO FILL IN ANY AREAS THAT ARE GREATER THAN 45% SLOPES WITHIN 35' OF THE PROPOSED DRAINFIELD. DOWNGRADIENT SLOPES WILL BE CHECKED AFTER FINAL GRADING. CONTRACTOR SHALL MAKE EVERY EFFORT NOT TO DISTURB EXISTING ORGANICNEGETATION DOWNGRADIENT OF THE PROPOSED SEPTIC SYSTEM. INSTALL 4" BY 4' WIDE (CENTERED OVER PIPES) FOR FEED AND RETURN LINES PROPOSED NS -500 -AC AEROCELL UNIT PROVIDE FOR A MAXIMUM 45% (2.2: 1) SLOPE GRADIENT— PROPOSED SEPTIC TANK AND RECIRCULATION/PUMP TANK" ' (SEE PAGE 3 OF 4 FOR DETAILS) �� F EXISTING GRADE 35%-45% SLOPE 1.5" HDPE FEED LINE 4" RECIRCULATION LINE "FILL" TO ACHIEVE 2'+ SOIL COVER - WIDE L -PROPOSED DRAINFIELD (SEE DETAIL DRAWING BELOW) vvN CROSS-SECTIONAL DETAIL DRAWING COP �f 0 SCALE: 51 S�PR,�NG ' p OF MpGS'OP�''/' \ ZFE�/O /' PROPOSED NS -500 -AC AEROCELE UNIT "FILL" TO ACHIEVE 2'+ SOIL COVER (SEE NOTE) MT CO G ° \MPG q6I°� i 050F EFFECTIVE ADD 2 FEET OF MOA APPROVED SAND FILTER ILTER FABRIC AND 2" OF INSULATION 5'WIDE 1.5"HDPE FEED LINE 4" RECIRCULATION LINE S~ DRAINFIELD DETAIL DRAWING GEG TH#1 - BEDROCK AT 9-10 FEET B.G.L. (NO GROUNDWATE MAX. GEG TH#1 GEG TH#1 Municipality of Anchorage 2 H • �S co LU O J Y� J �I U LL. �W �Z ZCO C1 O J te? LU LU �✓ gi Z4 U1 D 0 04 ppm w'= �® w -� O o~> w W is � -� z m 7 LL :3aW� x `t o0) �O 3 F® d x a. < n. 0 < O V4000, • co LU O J J �I UJ LL. �Z ZCO C1 LU LU �✓ gi Z4 O (LO 0 �® w -� LL. O M� 0)? +'� z Z x `t Zo OOZE! r� E- Lug O J Z9 _ Cn LU Z� L Jo Q o N Z Z Q V1 U' Z', W _ 0i o U Llt � w LU U) ilk w Cf)0 3:0 p 110o� 0 t� w aU j}- 10/29/20 Municipality of Anchorage On-site Water and Wastewater GARNESS ENGINEERING GROUP, Ltd -",,ENGINEERING � SALES, CONSULTING --Y 3701 E. TUDOR ROAD, SUITE 101 'ANCHORAGE.AK89507' .HONE (1907) 337-6173- FAX (407) ISOIL LOG - PERCOLATION TEST LEGAL DESCRIPTION: ROSEBERRY HIGHLAND SID; LOT 7 PERFORMED FOR: DEPTH ORGANICS LOAM (SM) NO ROOTS 3 4 BRENT COLE 5 GM WITH 0 ISOCKETS OF 6— 0 SP a SIM 0 AND LARGE 0 'BOULDERS 8 9 11 12 13 14 15 16 17 18 DATE: 7/14/2020 TEST HOLE #11 DEPTLi TO GROUNDW4TER DATE DRY 7/14/2020 DRY 7/15/2020 DRY 7/29/2020 DRY 9/28/2020 2 8,52 10 1-3/4" 4-1/4" INS 8:52 000. 6" 111111111 4 9:02 10 WZZ10.10 3-3/8" 5 9:02 - 6' r e�' ffl:�,4 6 9:12 DEPTLi TO GROUNDW4TER DATE DRY 7/14/2020 DRY 7/15/2020 DRY 7/29/2020 DRY 9/28/2020 . ............ J e jar �ar 4, _ess # %• Ar # # R-7Qr-3 Ar # AV 4W lb LICENSE #AECC884 SITE A IN 4, SCALE: E71 00, NOW DATE RE,/,DING CLOCcC TIME NET TIME (MINUTES) WATER LEVEL READING NET DROP (INCHES) 7/1512020 1 8:42 - 6. 2 8,52 10 1-3/4" 4-1/4" 3 8:52 - 6" 4 9:02 10 2-5/8" 3-3/8" 5 9:02 - 6' 6 9:12 10 2-3/4" 3-1/4" 7 9:12 - 6' 8 9:22 10 2-3/4" 3-1/4" 9 9:22 - 6' 10 9:32 10 2-3/4" 3-1/4" 11 9:32 - 6' 12 9:42 10 2-3/4" 3-1/4" 19 PERCOLAT =ON RATE -3-1 (MIN./VCH) PERC. HOLE DIA, 6 (INCHES', EST RUN BETWEEN 3.5 FT. AND 4,5 FT. 20 A FOUR HOUR PRESOAK WAS PERFORMED: F-1 YES 01',10 SOILS LOGGED BY: JODYMAUS PERCOLATION TEST PERFORMED BY: JODY MAUS COMMENTS: PERCOLATION READINGS ARE WITHIN 1/16 OF INCH. , PERFORMED BY GEG, Ltd. 1, JEFFREY A. GARNESS, CERTIFY THAT THIS WAS PERFORMED IN ACCORDANCE WITH ALL STATE AND MUNICIPAL GUIDELINES IN EFFECT ON THIS DATE: GARNESS ENGINEERING GROUPLtd ENGINEERINGn SALES ; CONSULTING , 3701 E. TUDOR ROAD. SUITE 101 -ANCIHORAGE,AK 99507' PHONE (907) 337 6T79 -FAX (S07)338 -3246 -WEBSITE: ISOIL LOG - PERCOLATION TEST LEGAL DESCRIPTION: ROSEBERRY HIGHLAND S/D; LOT 7 PERFORMED FOR: BRENT COLE DATE: 7/14/2020 DEPTH (feet) ORGANICS TEST HOLE #21 24MIR NOR ROOTS(SM) 3 4 5 GM WITH POCKETS OF 6— SP & Sm AND LARGE BOULDERS 7- 9 10 11 12 13 14 15 16 17 18 SOIL CLASSIFICATIONS DEPTH TO GROUNDWATER DATE DRY 7/14/2020 7"Ale'Am., 7/15/2020 DRY a DRY 9/28/2020 I, WWII DEPTH TO GROUNDWATER DATE DRY 7/14/2020 DRY 7/15/2020 DRY 7/29/2020 DRY 9/28/2020 Municipality of Anchorage On-site Water and Wastewater Y� 4r, v 4v AV A"I# ....... 1. mtf ...... ........... ....... J ..... ................ems 5 o J4 r A Ga ess - I 4gAV ## CE- • , # * # ...449. j(.� .?,a 4v4W LICENSE lkVC ESCJ, TA V, Imi't I SITE PLAN lop K A N SCALE: 100' E DATE READING CLOCK NET TIME WATER LEVEL NET DROP TIME (MINUTES) READING (INCHES) �4 1 2P - 1\151vly"� G F��Sl` 0_15? 19 — PERCOLATION RATE <1 (MIN./INCH) PERC. HOLE DIA. 6 (INCHES) TEST RUN BETWEEN 3.5 FT. AND 4.5 FT, 20 A FOUR HOUR PRESOAK WAS PERFORMED: 17-71 YES NO SOILS LOGGED BY: JODYMAUS PERCOLATION TEST PERFORMED BY: JODY MAUS COMMENTS: PERCOLATION READINGS ARE WITHIN 1/16 OF INCH. PERFORMED BY GEG, Ltd. 1, JEFFREY A. GARNESS, CERTIFY THAT THIS WAS PERM IN ACCORDANCE WITH ALL STATE AND MUNICIPAL GUIDELINES IN EFFECT ON THIS DATE: 1 0— 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 G. z- Day of 02� of 20 T , by and between ;�-,'e, If\+ 7 . �� W , 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 2. Owner to utilize and operate an Advanced Wastewater Treatment System (AWWTS), described as Q u et n I" CCS "o located at (legal description) caner is required to read, understand and initial each section) 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): 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. 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 )Owner 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. Owner agrees to grant the Municipality reasonable access to test and inspect the AWWTS. The Municipality will give at least 24-hour notice. .4p Owner agrees that any sale or transfer of title of the property will not occur without a new C ertificate of On -S ite Systems Approval. .b 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. c4-Vi�1 Owner agrees to maintain remote monitoring of the AWWTS as required by the AWWTS approval. 3. 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: f 1. By Vim— (signature) Date: Z t� '1 2 ±12o (print name) STATE OF ALASKA ) . ss. THIRD JUDICIAL DISTRICT ) i The forego iri .instrument was acknowledged before me thisL 'day of GGZ fJ tX , 20�2, :by ppq NOTARY PUBLIC FqR ALASKA My Commission expires: 2 L4 = ; NOTARY jam PUBLIC jam%' ...5`%24 -4 \� MUNICIPALITY: By: ��2 (signature) Date: % aZ9 .21T2D �P?'Q Title: PCC� 1` sS. i (rev. 0.5/18/2018)' Page 3 of 3