Loading...
HomeMy WebLinkAboutHYLEN CREST #3 BLK 5 LT 3AHylen Crest #3 Block 5 Lot 3A #050-474-51 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 hftp://www.muni.org/onsite On -Site Wastewater Disposal System Permit Permit Number: OSP231334 Work Type: SepticTank Upgrade Tax Code Number: 05047451000 Site Legal Address: HYLEN CREST #3 BLK 5 LT 3A G:0057 Site Mailing Address: 10306 STEWART DR, Eagle River Owner: SHICKS ADAM C & MICHELLE L Design Engineer: ARC TERRA CONSULTING INC This permit is for the construction of: Effective Date Expiration Date: Lot Size in Sq Ft: Total Bedrooms: ZI»Cnr t�cpaI- tIIIellt 10/6/2023 10/5/2024 40286 ❑ Disposal Field Q Septic Tank ❑ Holding Tank ❑ Privy ❑ 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 Receiv : ��SrA e fU ��'L�eYYG1 Issued By: Date: Date: a Z 5 MUNICIPALITY OF ANCHORAGE Development Services Department Phone: 907-343-7904 On -Site Water & Wastewater Section Fax: 907-343-7997 ON-SITE SEPTIC/WELL PERMIT APPLICATION Parcel I.D. 050-474-51 Property owner(s) Adam Shicks Day phone Mailing address 10306 Stewart Dr. Eagle River, AK Site address 10306 Stewart Dr. Eagle River, AK Legal description (Sub'd., Block & Lot) Hylen Crest #3 Block 5 Lot 3A Legal description (Township, Range & Section) Lot Size 40,286 Sq. Ft. Number of Bedrooms 5 APPLICATION IS FOR: APPLICATION IS AN: TYPE OF DWELLING: (N all that apply) Absorption Field ❑ Initial r ] Single Family (SF) ❑ Septic Tank ❑x Upgrade (w/wo AD U) Holding Tank El Renewal❑ (D) ElRenewal Privy ❑ Multiple Dwellings ❑ (SF and/or D) Private Well ❑ Water Storage ❑ THIS APPLICATION INCLUDES A WAIVER REQUEST FOR: - ---- Distance: I certify that the above information is correct. I further certify that this is in accordance with applicable Municipal Codes. Dea Duffus (Signature of property owner or authorized agent) Permit/Rush Fees: 2 Z S Waiver Fees: Date of Payment: 0 2 20 z 3 Date of Payment: Receipt Number: to It SS C, Receipt Number: Permit No. DSP Z 3/ 3 3 Waiver No. GADevelopment Services\Building Safety\On Site Water and Wastewater\Forms\Client Forms\Permit Application.doc Municipality of Anchorage On-site Water and Wastewater REVIEWED FOR CODE COMPLIANCE OSP231334, Deb Wockenfuss, 10/06/23 Municipality of Anchorage On-site Water and Wastewater REVIEWED FOR CODE COMPLIANCE OSP231334, Deb Wockenfuss, 10/06/23 Municipality of Anchorage On-site Water and Wastewater REVIEWED FOR CODE COMPLIANCE OSP231334, Deb Wockenfuss, 10/06/23 Municipality of Anchorage On -Site Water and Wastewater Program • (907) 343-7904 Page / of 3 ON-SITE WASTEWATER INSPECTION REPORT Permit Number: 05 PA1110 ' PID Number: O 5O1/_7Y 5 ! Dwelling: �9 Single Family (SF) ❑ Duplex (D) ❑ Multiple (SF and/or D) Project: ❑ New Plupgrade Name: LG Cil lAr ABSORPTION FIELD Beep Trench El Shallow Trench El Bed El Mound Address /G 306 5 T�w�t-(C-T (� f Vr r ❑ Other Phone q Z2 Number of Bedrooms 5 Soil Rating A Total depth from original grade /— q?6� C2 GPD/SF 13.5 / 3 5 Ft. LEGAL DESCRIPTION Depth to pipe invert from original grade FL Gravel depth beneath pipe 12 Ft. Subdivision L n ' n I Blockc Lot �A • 1... Fill added above original gradeGmvel "f length Z�/ V 7 Township Range Section Ft. Ft. Gravel width 3 FL Beds: Number of Lines — Distance between lines — Ft SEPARATION DISTANCES To Septic Tan Absorption Field Lift Station Holding Sewer Total absorption area Number of trenches Dist. between trenches From Tank Line b 25 Ftz � Ft. well _ _ _ TANK ❑ Septic .T.E.P. ❑ Holding ❑ Other ( 1AJC Manufacturer Capacity Surface Water !OD � ;F —. � Gal. umber of compartm� is Lot Line ,0 {5 /� -t- _ r NA Foundation MMaterial LIFT TATION n/.4 Manufacturer Capacity Curtain Drain N q �,.( /U,4 �f Gal. Remarks tp iU�L(c w�E.R Pump on levet at in. Pump off level at in. High water alar at in. Yt r iG(S 'F/ A1 6 SFPTJ C ( d)EC. 1,1F-0 '�i2 W C, W 'I` D(V�% 6ke (RW1 Pump mplce and model p&cal Inspects s performed by installer PIPE/MATERIAL House to tank Tankto fVG.30-?N' dralnfeld'P✓-34 4A db,t q-- 3,4&1AAZS DrainfieldioVG303Y CO/MT/PJ-CP2J Inspector Alae/2w 1—�Aj 6 BENCHMARK (Assumed elevation) /"5p ft Inspection a 2n° dates: 5 ($ 1-t Location and description %' //2 `, U 3d l6 ( &h S 19 t tJFs"i SrJE o /�a�s� COMMUNITY DEVELOPMENT DEPARTMENT APPROVAL Engineers Stamp ,. Conditional Approval: Date Approved 14 , / - Date wNJii a-1si c.ayyY/ 70 r 70 m r9 r9 F-1 n r ZJ = D d � n TI m mH TT�/V I'1 r- tj H z N r -< F- 7 7z F9 0 --I W D � 0 ty . v0 � O n o o rt, -T 'D/n (O S U) O 3 0 N <+ n Trench i ` 3 Q J7,A i 3 N rYYYY O v^% �, C") m h ' s ON h m A Ll A 7 (p T �s G � `� II F-1 H F-9 � I d z 00 D z -I x_ < f' Z h _ z (D o < 0 t7 H H`FrI z O S rro Fri O rD d C) N 5 N A I s t ty O NI ° A � h N 3 O 1 N CDF-3 N'3 G < UI 4 0 F— p A IF A h N O O O 3 GFTIp Z Q I N m Q OD w i m U R) n O G p N 8 I rg w 3 0 O Q I p W Onh S S i W' O r II> r l ry r0 ro 3 Z I Cl) 3 � 3 n S On -Site Wastewater Disposal System Permit MUNICIPALITY OF ANCHORAGE Development Services Department On -Site Water & Wastewater Program 4700 Elmore Road, PO Box 196650 Anchorage, AK 99519-6650 Telephone: (907) 343-7904 Permit Number: OSP141108 Tax Code Number: 05047451000 Work Type: Septic Upgrade Permit Effective Dates: May 09, 2014 to May 09, 2015 Design Engineer: NORTH RIM ENGINEERING Subdivision: HYLEN CREST #3 Site Legal Address: HYLEN CREST #3 BLK 5 LT 3A G:0057 Owner/Address: QUINN MICHAEL J & DIANORA B 10306 STEWART DRIVE EAGLE RIVER AK 995779514 Site Mailing Address: 10306 STEWART DR, Eagle River This permit is for the construction of: Y Disposal Field N Septic Tank N Holding Tank Lot Size in Sq Ft: 40286 Total Bedrooms: 5 N Privy N Private Well N 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 wastewater code requires inspections during the installation. The engineer must notify the Development Services Department at least 2 hours prior to each inspection. Provide notification by calling (907) 343-7904 (24 hours). 4. From October 15 to April 15, a subsurface soil absorption system under construction during freezing weather must either: A. Open and Close on the same day. B. Covered, sealed, and heated to prevent freezing. Received Issued By: MUNICIPALITY OF Community Development Department Development Services Division On -Site Water & Wastewater Program ANCHORAGE Phone: 907-343-7904 Fax: 907-343-7997 L ON-SITE SEWER/WELL PERMIT APPLICATIO UBMITTA MAY 0 5 2014 Parcel I.D. D SO -q 74/- 51 Property owner(s) (`G 11 U1'1VAf Day phone Gretchen Stuller Mailing address /0 30 S TEw a zo- n ,2 i✓r= Site address S,4,rE Legal description (Sub'd., Block & Lot) C CeX t #3, 05 43,4 Legal description (Township, Range & Section) Lot Size O 286 Sq. Ft. APPLICATION IS FOR: (® all that apply) Absorption Field Septic Tank ❑ Holding Tank ❑ Privy ❑ Private Well ❑ Water Storage ❑ Number of Bedrooms S APPLICATION IS AN: TYPE OF DWELLING: Initial ❑ Single Family (SF) (w/wo ADU) Upgrade Duplex (D) ❑ Renewal ❑ Multiple Dwellings ❑ (SF and/or D) THIS APPLICATION INCLUDES A VARIANCE / WAIVER REQUEST FOR: Distance: I certify that the above information is correct. I further certify that this is in accordance with applicable Municipal Codes. (Signature of property owner agent) Permit/Rush Fees: tt seoq Waiver Fees: Date of Payment: Q(0114 / Date of Payment: Receipt Number: i'/C syll Receipt Number: Permit No. 6stoli110 3 Waiver No. PermitApp__'.:- ::..mac: a, ENPINEERING MEMO Steve Eng, PE, PH P.O. Box 770724, Eagle River AK 99577 (907) 694-7028 tel northrimeng@aol.com Date: 5/1/14 To: MOA On -Site Services Subject: Hylen Crest #3, Block 5 Lot 3A New Trench Design Number of Pages: 5 An existing bed has failed on the subject lot. A new soil test was completed, sandy soil and no groundwater. The design calls for a deep trench with diverter valve to connect the existing bed. The entire subdivision is on public water. A high slope exists, falling from Stewart Drive, but flattens out at the septic system. Please review the wastewater system design for the single family home. I have included design plans & specs, design guidelines, & soil tests. If there is need for additional information or clarification please give me a call. Thanks -Steve TNS M ENGINEERING �_„ _, Hylen Crest #3 Block 5, Lot 3A SPECIFICATIONS & DESIGN GUIDELINES Wastewater System Sizing: This is an existing 5 -bedroom, single family home. The existing bed has failed. A new trench has been designed. The existing bed will be connected via a diverter valve. Neighbor lots are served by septic systems and there are no conflicts. Public water serves this subdivision. The topography slopes to the south at about 5% slope at the trench site. Higher slopes exist on the north side of the lot. A new soil test indicated a sandy soil at the trench. No groundwater or bedrock was encountered. An application rate of 1.2 GPD/FTI will be used for the trench. Trench length = 625 FTI/12'x2 =26'. Specification Requirements: All components and work must comply with the Municipality of Anchorage Specifications (AMC) & State of Alaska Drinking Water Regulations and Wastewater Regulations. • Existing Septic Tank to be used. Install new diverter valve after the double cleanouts. • 5' minimum between the tank and bed. 10' to property lines. 10' minimum between trench and existing bed. 3' of cover or insulation is required for bed; an equivalent of 1" insulation for F soil cover may be used. 2" Minimum thickness for insulation. • Backfill over drain rock must not be less than 24", with the 2" insulation. • Tank & solid pipe must be set on well compacted, stable soil. • 4 inch diameter cleanouts with airtight caps are required 1' to 4' from foundation wall, prior to any 90 degree bend in 4 inch line, in each tank compartment, and two adjacent opposing cleanouts between the tank and the absorption field, not more than 10' from the tank positioned to provide cleanout access towards the tank and towards the absorption field. • All cleanouts must extend to at least ground level. • In solid pipe runs, ASTM D-3034 may be used in lieu of cast iron. • Trench to be placed level, minimum of 4' to groundwater, 6' to bedrock from drain - rock. • Drain rock to be 1/2" to 2 t/2" screened. Drain rock to be distributed uniformly. • Perforated pipe to be installed level with perforations down. • Silt barrier (filter fabric) to be installed above the drain rock. • Smeared bed must be raked or scarified before drain rock placement. The finish grade must be mounded to promote drainage away from trench. • Insulation must be placed over any pipe installed under driveways or parking areas. • Approved pipe materials include cast iron, PVC ASTM D3034, PVC ASTM F789, ABS ASTM D2661, Sewer Service Line is minimum 2% slope. • Septic Tank to be pumped every two years or when required. Insulation board to be extruded direct burial polystyrene (Dow Styrofoam HI/equal) ai T a) > i O>� a I N co i C E0 O l l� E>�O� a 6 .0 O _> E 04 U) d Ni m ZS O _ Q C J a- C T oc U N 3 w °- *5; •x -p LJ � a) J w Doo Z -cL a) �U) Oc:d c.> � 3 > u N N N O .T N i + CCD 7) H V) p U J O Z O U)/ c a) Ln V7 aa) O N rO '14- LC) CD a _ O v d �' °' l 0 1 3 > m a -- > ~ +> o I I Lq �' + u X W .r Lr) N u > Iaj jS p Ln i ~ L C5 � 3 O U_ 3 Z t' a v� 0 - i O t Ln OJ ° ° o F- U1 J i _ t u -_, X N W P21 N U 14-a O Z a �_ i O (LJ O U U O Lr) Lf) I o (uauM❑ Ag) a>ibq-S l4-uadoud padOlanapun � ) u m. . ( / ± (U M \ . 0 \ / M § 2 /. 3 { a f 0 . \ 0 � 3 Li / [ F-- \ U L =I j U I /p LLI \ \ \ LO Ln \ \ / (u� 0 2 f ! / �L) ± aj / 2 ; \ 0 \ $ 3 , � \ ® 2 �; x 2 "I LLI Gg u 6 Q� j w / } ° ( » w ! 41z b \ u � # ® ± o,,: o S cs G {/ 0\\ IA u <oe+ _ \ \/ « C5c eE / 66 2> =\ - .5\\\%^ ( _ -o»o A0-{e±= '� \/ %{ g2 jd �� °°3&±rL%EI »U \ /\\\/®(4- .. /_Q}±U+/L) \ ��-CZT�)\ \� ~®E°°GGzE3 F- a =- I \/ �$ -Y &Q m_0)®\\/ $/ \ ) �6j. C5B-& / e>ea 0 x2m �0 �� §tee wise K ) . S❑ILS N.INEERING Performed For; Mike Quinn LOG - PERC❑LATI❑N TEST Date Performed) 4/28/14 Legal Description; Hylen Crest #3, Block 5 Lot 3A DEPTH (FEET) Organic SP Sand W/ Gravel Low Silt TA Location; See Attached Design Groundwater? No Depth -- Water Depth After Monitorino,None Datel 5/9/14 # Date Gross Time Net Time Depth Net Drop 3 - 0 4 7° -- 5- 4/28 10 10 min, 10.5" 3�5" 3 4/28 12 8 - `4 . 9 4/28 22 10 - 10.5" 3.5" 5 4/28 25 12 7' -- 13 4/28 35 14 - 10.5" 0. 15 - 4/28 37 16 - 7' -- 17 - 4/28 47 18 - 10.5" 3,5" 19 - 4/28 50 20 - 7" -- Organic SP Sand W/ Gravel Low Silt TA Location; See Attached Design Groundwater? No Depth -- Water Depth After Monitorino,None Datel 5/9/14 # Date Gross Time Net Time Depth Net Drop 1 4/28 0 -- 7° -- 2 4/28 10 10 min, 10.5" 3�5" 3 4/28 12 -- 7� -- 4 4/28 22 10 min. 10.5" 3.5" 5 4/28 25 -- 7' -- 6 4/28 35 10 min. 10.5" 3,5" 7 4/28 37 -- 7' -- 8 4/28 47 10 min. 10.5" 3,5" 9 4/28 50 -- 7" -- 10 4/28 60 10 min. 10.5" 3.5- 21 - Percolation Rate 3 min./inch Perc Hole Diameter 6" Test Run Between 5' and 6' Comments; Presnaked Measured to nearest 1/1F,th inch. Performed By NorthRim Eng, I CERTIFY THAT THIS TEST WAS Performed in Accordance with Alt State/Municipal Guidelines in Effect ON THIS DATE. DATE: 4/28/14 OF NORTHRIM yam" TESTH❑LE LOG TH1 ENGINEERING �' 7 PO Box 770724 y sa Eagle River, Alaska 99577 a-e:et •' 907694.7028 ,14��'m. = i GE❑TECHNICAL j 5/9/14 1 Municipality of Anchorage Page of DEPARTMENT OF HEALTH AND HUMAN SERVICES ENVIRONMENTAL SERVICES DIVISION P.O. Box 196650 • Anchorage, Alaska 99519-6650 C Telephone: 343-4744 On -Site Wastewater Disposal System and/or Well Inspection Report Permit Number: 5L4j `)Z o3Z4 PID Number: C)So4� q51 Name h" k,�,, Wastewater System: 41 New ❑ Upgrade Address: t9-5L� Che,V0nirrC;rArrLE ABSORPTION FIELD Phone: 7 No. of Bedrooms: eJ` LI Trench H Shallow Trench g Bed ❑Mound ❑Other LEGAL DESCRIPTION Soil Rating: O.8 vttaalllathfroT original grade: ,� '� t GPD/Sq. Ft. Lot: �� Blof : Subdivision: �JYr,S Depth to pipe bottom itpLm origin I grade: t 2 g � Gravel depth beneath pipe s ,� eYl ✓.Y! 0)V -mo. Ft. o Ft. l"ownship:� 7 1$N Range: �� Sect 'oJJ11 SG`(Li S8 Fill added above originarggr do: C22FL Vpr(CtP�% Z. Gravel length: �01 Ft. WELL: ❑New [I Upgrade Gravel width: 1 S Number of lines: 3 Distance between lines: Ft. Ft. _ Classification (Private. A.B,C): Total De the Ft. Cased To: Ft. Total absorption area: rt�O SO. Ft. Pipe material. �8t 3034 Driller- j 1 \ ate Drilled: P`- ' S L Static Water Level: Installer: /' GM�Get�Y2LC6T4® Date installed: S�p`C 1993 FL Yield I Pump Set at: I Casing Height Above Ground: TANK GPM Ft FL SEPARATION DISTANCES Septic ❑ Holding ❑ S.T.E.P. s To Septic Absorption Lift Holding Public/Private Manu factur`e`rr:. Capacity in gallons: From Tank Field Station Tank Sewer Lines ✓ /#NGNp�21�t6 C. 1500 Well Material: Number of Compartments: Watee ricr; LIFT STATION Lot /fv (Z t I o1 Size in gallons: Manufacturer: Line L� FoundationZO t 1 � '.Pump on" level at: _ um of)' level at High water alarm at: Curtain +50, -i-5o + J Pump Make & Model Electrical Inspections performed by: Drain Remarks: SYs-rv:� ;r.;>-mL.tavg 5m9r93. yousar BENCH MARK Location and Description: A/OT COVSTILVGT�D (Jtv"L 592)v(r '9¢. SOSR j AfLct' S✓ %V-A-<-1tr9 FRm,,. �,ce s5 A*t Gw, To _ -WW COYLN OW., 0V2 '%ev U med Elevation: `)k'.4 nr�rcor,stsrW..c w/ U>mN t3 ® F?zbm ➢135\6.1) t-eV76=r14 � G3' "� YJ' "CU C0vd%4DfS-TS $Alt... cls • ENGINES 'S SEAL 'PtNf}i._ 4 -Z9 -9q e�Cn rl °fir>.1L r'n a 9" 9-9-9p3 } 'ars ",( 0oao°o aae,t4�A��nenne,e�oo Inspections performed by: � Dates: 1st _ 9_t��J�— P4Q O�On 2nd FrN P t y -L9 -9 j _0 Q� o Kenneth M. Cs Department of Health and Huma ervices a r vat p pp ©c���°°�o' F� Reviewed and approved by: C Date:(S�1Fno,\`�5�� 72-013 (Rev. 9/91) MOA 25 AS—BUILT WASTEWATER ABS❑RPTI❑N SYSTEM LOT 3A BLOCK 5, HYLEN CREST #3 UppeR STEWgRi DR7I'£ A 88 B 62 C 25 D 45 BASIS OF EL V 98.4 GARAGE SLAB FRAME HOUSE GAL SEPTIC TANK 22 A' SOLID (TYP) SCALE I' = 50' O 1— U x 0.0 �D (U 7 647 65'2 BOTTOM OF BED BOTT M OF LATERAL TOP OF TEST HOLE 74.0 BOTTOM OF TEST HOLE EL 59.9 THIS SUBDIVISION SERVED BY PUBLIC WATER SYSTEM r49 of ALSi / %\ ,4, KENNETI3 DU(63 FF US / 1 1 ��'c,b S/•2/� ph'Orsss]NNNL A \'q%I, "llb:s.. 70 PERMIT # SW920324 PID # 050-474-51 NOTE HOUSE NOT CONSTRUCTED AT TME SYSTEM INSTALLED AREA NOT COUNTED IN ABSORPTION AREA DUE TO SOILS CHARACTERISTICS DIFFERING FROM DESIGN CRITERIA (RATING) 30MIN/IN) (50 SF) O U DRIGINAL/rINISHED GRADE, 11 SIDE M�DRIGINA:_/FINISHED O_ GP.A DE, S SIDE FILLER FA BRI �� BOTTDN Or A' PEPr PIPE 89.8 6.7 < 7 69.8 e e FINISHED GRA E E END m n 70.1 oo µms[' 65.2 ,0 D 5 r SOLID FROM TANK. FINISHED GPADE, `./ Et F ABRIC BOTTOM OF PIPE 65. BOTTOM OF BED 64 IS PREPARED FOR; MICHAEL QUINN CONST 19321 CHERNI CIR EAGLE RIVER, AK, 99577 22041 PTARMIGAN DR EAGLE RIVER, AK, 99577 694-2359 DATES 5-10-94 DRAWING N DRAWING NOT TO SCALE 92--SI-09-1 PAGE 1 OF 1 MUNICIPALITY OF ANCHORAGE 16D,�) DEPARTMENT OF HEALTH AND HUMAN SERVICES P.O. BOX 196650, 825 "L" STREET, ROOM 502 - ANCHORAGE, ALASKA 99519-6650 p k-ci3 ON-SITE WASTEWATER DISPOSAL SYSTEM PERMIT P Y}1 PERMIT NUMBER:SW920324 DATE ISSUED:10/01/92 DESIGN ENGINEER:CONSTRUCTING ENGINEERS, INC. EXPIRATION DATE:10/01/93 OWNER NAME:EAGLE RIVER VALLEY DEVELOPMENT OWNER ADDRESS:P. 0. BOX 141907 ANCHORAGE, ALASKA 99514-1907 PARCEL ID:05047451 LEGAL DESCRIPTION: HYLEN CREST UNIT #3 BLK 5 LT 3A LOT SIZE: 40286 (SQ. FT.) NUMBER OF BEDROOMS: 5 THIS PERMIT: 5 THIS PERMIT IS FOR THE CONTRUCTION OF: DISPOSAL FIELD SYSTEM 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 FOLLOWING SPECIAL PROVISIONS. SPECIAL PROVISIONS: RECEIVED BY: ISSUED BY: , (.' 4U 1 �2� �.G DATE : 11J A192-- DATE: 6 -- / - J �/ SITE PLAN—WASTEWATER ABSORPTION SYSTEM Proposed S Bdrm 13aoso 0 51-opos4d �Soog,'}a�k -* rc',.: �• t� I __ p'ro�ns cd poic.. i+'a) use.a6lc I,•� �5 x6> i3� �� a„sx �� ,loL% N 5 -CP Z. S� I � I / i Co p a, Y) 5 4t7 2S 6 5 f 2 IaSS'• SIoPe -a%. 'Z5 0/0j / �tuz `Z1 )a H, Way Area ooU �m AaJ �, 4 '46; @�YPU�k4+fi CO M+eo prnrY fuV fi34�r n+ Wv? Jury 22. Ins SITE PLAN DETAILS PROPOSED WASTEWATER ABSORPTION SYSTEM LOT 3A BLOCK 5 HYLEN CREST SUBDIVISION, #3 PREPARED FOR: MICHAEL QUINN 694-4955 19321 CHERNI CIR EAGLE RIVER, AK, 99577 SCALE: 1" = 100' DRAWN BY CAL CONSTRUCTING ENGINEERS 346-2000 9601 BUDDY WERNER DR 694-9098 ANCHORAGE, AK, 99516 DRAWING N 92-S1-09-1 c)^Z.S- 9Z ABSORPTION SYSTEM DESIGN DETAILS Co. r TVP C-K%jTINCs GRO1INL Tr -T Z <-om?Akl�f'NT I' (-0\J6-VC. M.N VNLS15 Z" N.D. IN3'T-\IALEN�' bvwz -PI P17 -- m / I .. .t! Z M N O'J D' ISt'U +-3EY> MAYL.Y(IAL il: I.v ;8-WLye ?OCK Z , VF ';n foU 2v'� Z" I�•�"INSVt,R10N� d SCOPE OF PROJECT.: New absorption field is designed for a five (5) bedroom system. Lot is served by a public water system. ABSORPTION AREA CALCULATIONS: Minimum Required: 5 Bedrooms x 150gpd/bedroom = 750 gpd capacity Soils rating, proposed addition, 0.8 gpd/sf for a bed system Minimum sizing: 750 gpd - 0.8 gpd/sf = 937.5 sf absorption area Use 151W x 63'L x .51D = 945 sf minimum for absorption bed IMPACT ON ADJACENT LOTS: There are no public wells within 200' of this absorption system. There are no private wells within 100' of this lot. The proposed absorption system has no adverse impact upon any adjacent lots as shown on attached site diagram. PROPOSED WASTEWATER ABSORPTION SYSTEM LOT 3A, BLOCK 5 HYLENCREST SUBDIVISION, #3 PREPARED FOR: MICHAEL QUINN 694-4955 {ter$. �❑!,, 4 19321 CHERNI CIR EAGLE RIVER, AK, 99577 3P.Ee1 e:, ,9 [5:ta .o:n., na na!3 Bsn Rq r j%ej�0 1110 Fi1324-. o :- NOT TO SCALE =y 3!1f 3 fr j4Li ngq = DRAWN BY CAL .d r, k F�Lt oAy fiE� CONSTRUCTING ENGINEERS 346-2000 9601 BUDDY WERNER DR 694-9098 eNGINE `sI3T ANCHORAGE, AK, 99516 DRAWING b 92-S2-09-1 9 z3 9z- ABSORPTION SYSTEM DESIGN S-F0�u aY( C MOh+T-614 Tuvrw Fi�r� ��-TAILS ( nj.rs) 50 1-1 P Fiz Gb.'S A�S SF1o+UN � S�Z 9" SOL10 MAN+FoL.p 4"PeOP LA-TM&XS (7'/l> DESIGN DETAILS PROPOSED WASTEWATER ABSORPTION SYSTEM LOT 3A BLOCK 5 HYLENCREST SUBDIVISION, #3 PREPARED FOR: MICHAEL QUINN 694-4955 1.9321 CHERNI CIR I EAGLE RIVER, AK, 99577 SCALE: 1" =i6l DRAWN BY CAL CONSTRUCTING ENGINEERS 346-2000 9601 BUDDY WERNER DR 694-9098 ANCHORAGE, AK, 99516 DRAWING N 92-S3-09-1 o >� Municipality of Anchorage DEPARTMENT OF HEALTH & HUMAN SERVICES 825 "L" Street, Anchorage, Alaska 99502-0650 SOILS LOG — PERCOLATION TEST PERFORMED FOR: M I c^2_ bQI;) I-) DATE: PER LEGAL DESCRIPTION: L.3 ft �3 r yl.2r� �I' -#2✓ Township Range, Section: 5 E t/q 5 $ _•r-�q,N (zI LA) DEPTH � SLOPE SITE PLAN 1 WA 3 � I � C10al �Y�km� 1 L) z� -Rc •i-� aces o� s i l f 4 r} 5 6- 7 k t►2 8 9 10 11 12 13 41516 14- 15- 16 17- 18 19- 20 - 4-t51,} w�cobUles l S� moi( ft2 I I I I WAS GROUND WATER / ENCOUNTERED? N a S IF YES, AT WHAT L DEPTH? O P E Depth to Water After Monitoring? NA Date:-Z3^9Z- Pra2c f+F 1 [-:Re:addin:g Date Gross Time Net Time Depth to Water Net Drop 7- i r1 Zo 4rn N 1 1 [-:Re:addin:g Date Gross Time Net Time Depth to Water Net Drop 7- Zo 4rn u PERCOLATION RATE 34�� /(minutes/inch) PERC HOLE DIAMETER U 1 -� TEST RUN BETWEEN _ `?` _ FT AND FT COMMENTS �'�. �X3vG ir, '��� S t e.v- v t PERFORMED BY:n5 } vVGi-elg7 ::' CERTIFY THAT THIS TEST WAS PERFORMED IN ACCORDANCE WITH ALL STATE AND MUNICIPAL GUIDELINES IN EFFECT ON THIS DATE. DATE: 72-008 (Rev. 4/85) • Municipality of Anchorage DEPARTMENT OF HEALTH 8, HUMAN SERVICES 825 "L" Street, Anchorage, Alaska 99502-0650 SOILS LOO - PERCOLATION TEST PERFORMED FOR: M�« (.- j-' DATE LEGAL DESCRIPTION: L3pl-F$� I„tI py�Gy-•. Township Range Section S�,'�q, S $••p•t 4•N R i DEPTH SLOPE SITE PLAN FEE: (F,c. 2 3 4 5m —(LST 1�OLE 6 7 8 9 10 11 12 13 14 15 16 17 18 19- 20 WAS GROUND WATER ENCOUNTERED? Na IF YES, AT WHAT DEPTH? Depth to Water After Monitoring? fvp pate: 9-a-9 I�L'l�G i�Z 0 now Reading Date Gross Time Net Time Depth to Water Net Drop Z! , 3/ v (ovhti- g 'S CjN I It vY, v I L r) PERCOLATION PERCOLATION RATE4p ' — (minutes/inch) PF_RC HOLE DIAMETER TEST RUN BETWEEN _ 1 FT AND 0 FT COMMENTS U1�i10(J •_/&T-,- FQ< 5'TA ZF-A Z. ONLY, PERFORMED BY: Cgn5t+W44'C C� rr�gQ rc /� t -'�S — I �( � row? L'L CERTIFY THAT THIS TEST WAS PERFORME=D IN ACCORDANCE WITH ALLSTATE AND MUNICIPAL GUIDELINES IN EFFECT ON THIS DATE. DATE: 72-008 (Rev. 4/85) Municipality of Anchorage On -Site Water and Wastewater Program (907) 343-7904 z;. CERTIFICATE OF ON-SITE SYSTEMS APPROVAL Parcel I.D. 050-474-51 Expiration Date: '5� — f `° 1. GENERAL INFORMATION Complete legal description Hylen Crest #3 Block 5 Lot 3A Location (site address) 10306 Stewart Drive, Eagle River, AK Current Property owner(s) Mike Quinn Day phone 229-4966 Mailing address same Real Estate Agent Cindy Wilson, Partners Day phone 244-1930 2. TYPE OF DWELLING: ® Single Family (w/wo ADU) ❑ Duplex - M, r_1 Multiple Dwellings (Single Family and/or Duplex) MAY 2 2 2014 3. NUMBER OF BEDROOMS: 5 4. TYPE OF WATER SUPPLY: TYPE OF WASTEWATER DISPOSAL: Individual Well ❑ Individual Individual Water Storage ❑ Holding Tank ❑ Community Class C Well ❑ Community ❑ Public Water System ® Public Sewer ❑ Received by Date: j_ t COSA to be releaseeed to the engineer, unless otherwise requested by the engineer. COSA Fee $ 2-4 f _ Jam / t G/. /D Date of Payment 512 3S Receipt Number 62-5�-5 2— Date: Date of Receipt Number. COSA # C)5,-- / y/' %ii L4 Waiver # 5. 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 for this application, shows that the on-site water supply and/or wastewater disposal system is (are) safe, functional and adequate for the number of bedrooms and type of structure indicated herein. I further verify that based on the information obtained from the Municipality of Anchorage files and from my investigation and inspection, the on-site water supply and/or wastewater disposal system is(are) in compliance with all applicable Municipal and State codes, ordinances, and regulations in effect at the time of installation. Name of Firm NorthRim Engineering Phone 694-7028 Address PO Box 770724, Eagle River Engineer's Printed Name Steve Eng Date 5/20/2014 6. DSD SIGNATURE System #1 Approved for bedrooms. System #2 Approved for bedrooms. Disapproved. Conditional approval for bedrooms, with the following stipulations: By: Original Certificate Date: r -3 The Mun ipality o Anchorage Devlopment Services Division (DSD) Issues Certificates of On -Site Systems Approval (COSA) based only upon the representations given in paragraph 5 by an independent professional civil engineer registered in the State of Alaska. The Municipality of Anchorage is not responsible for errors or omissions in the professional engineer's work. 7. ATTACHMENTS: COSA Checklist X Nitrate Advisory Septic System Advisory Arsenic Advisory Well Flow Advisory Other COSA blue sheet 9-0-72do If more than 1 septic system is on the lot: COSA Checklist # of Structure served by this system Certificate of On -Site Systems Approval Checklist Legal Description: 11ZI-Ed 0 i2eST #t3 g 5 1-34 Parcel ID: 0,501/ 7q51 A. WELL DATA — P061 tc W A7"69 Well type If A, B, or C provide PWSID # Date completed Sanitary seal (YIN)_ Total depth ft. Cased to ft. FROM WELL LOG Date of test Static water level ft, Well production g.p,m, WATER SAMPLE RESULTS: Coliform colonies/100 mL Nitrate mg/L Arsenic ug/L Date of sample: Well Log (Y/N) Wires properly protected (Y/N) Casing height (above ground) in. AT INSPECTION Collected by: ft. B. SEPTIC/HOLDING TANK DATA Tank Type/Material S Eton c- / STE'5L Date installed Tank size gal. Number of Compartments z Cleanouts (YIN) Foundation cleanout (YIN) Depression over tank (Y/N) L High water alarm iY/N) Date of pumping s (! / Pumper _ _ �/Z rS C. ABSORPTION FIELD DATA — AIEW r2E,deH V Date installed 5 /6 ( Soil rating (g.p.d./fe or felbdrm) System type r--'etwCl¢ Length Z / ft. Width 3 ft. Gravel below pipe ft. Total depth iG�.f ft. Eff. absorption area 62 5 1e Monitoring tube 4— Depression over field Date of adequacy test Al E Results (Pass/Fail) For. bedrooms Fluid depth in absorption field before test in. Water added gal. New depth in. Elapsed Time: min. Final fluid depth in. Absorption rate >= g.p.d. Any rejuvenation treatment (past 12 mo.) (YIN & type) If yes, give date D. LIFT STATION IIIA Date installed "Pump on" level at _ Datum Size in gallons Manhole/Access (YIN) _ in. 'Pump off" level at in. High water alarm level at in. E. SEPARATION DISTANCES Cycles tested WELL ON LOTTO: PC)/?LC' w47 -C2 Septic tanktlift station on lot Absorption field on lot Public sewer main Sewer /septic service line Animal containment areas SEPTIC/HOLDING TANK ON LOT TO: Meets alar & circuit requirements? On adjacent lots On adjacent lots Public sewer manholetcleanout Holding tank Manurelanimal excrete storage areas Building foundation 5 4- Property line / O `-/- Absorption field S 1 "e- Water r Water main AM Water service line ZS -t' Surface water 6 a "r Wells on adjacent lots 2 DQ r ABSORPTION FIELD ON LOT TO - Property line /D r -F Building foundation /01-11- Water main AIA Water Service line Z S (� Surface water Zd 0 rt- Driveway, parking/vehicle storage Z S t Curtain drain — Wells on adjacent lots ,Coir F. COMMENTS or 6CIS7-/n!C 8A-4 CAMIJ1 C VIA A/t/t✓ALd6 G. 'ENGINEER'S CERTIFICATION=: - 1 certify that l have determined through field inspections and review of Municipal records that the above systems are in conformance with MOA COSA guidelines in effect on this date. i P _ P Engineer's Printed Name i �cl j1� ssevr. nn °o PL b" j Date��2 COSA brown sheeL10-10-12.doc o rt a O E p O C F $� 3 0 aa� �o�g w �❑ m m m D m � 1 EIV �u ° M 'O ° a �. a fl. �• o. � z v ka u° aaa"»tea ® °o®o �o o ® m m � o � x• vt'� w n' *Z m b a s o > > < A 03• 3m m3Soo�'ro °n � -A•v < v > > z w A mw003 n an� Gi O m A ,Q d o a:�;r a b Au a QG rt v3 Q °�mm b 3 b 00 A T^ b w s� �A Q y CO C F $� Ix 0 5 .0 Z�SaN � �ni5 � d—Z }on31 Z -- N C F $� Ix 0 Z 1 i 8r— ' r— "� yr ^D i n i-cn ICO �� -U lk tea,. i MUNICIPALITY OF ANCHORAGE • '- DEPARTMENT OF HEALTH & HUMAN SERVICES. Division of Environmental Services On -Site Services Section P.O. Box 196650 Anchorage, Alaska 99519-6650 343-4744 CERTIFICATE OF HEALTH AUTHORITY APPROVAL FOR A SINGLE FAMILY DWELLING Parcel I.D. # 650- Q }U- _,�j HAA # A (Z))L\ AsI1 1. GENERAL INFORMATION Complete legal description 1--3 P Bloc -k 5 l lel, Cre, } S'_J� 3 Location (site address or directions) ue&�y lY Property owner..:. 0",��^ Mailing address 193zi Lending agency Mailing address Agent _ Address V ti G.' Day phone 94-A9 55 e, Z:oe,,v- 1 AK .995=1 Unless otherwise requested, NAA will be held for pickup. 2. NUMBER OF BEDROOMS: 5 3. TYPE OF WATER SUPPLY: Individual well Community well Public water X Day phone Day phone NOTE: If community well system, provide written confirmation from State ADEC attest- ing to the legality and status of system. 4. TYPE OF WASTEWATER DISPOSAL: Individual on-site x Holding tank Community on-site Public sewer NOTE: If community wastewater system, provide written confirmation from State ADEC attesting to the legality and status of system. 72-025 (Rev. 1/91) Front MOA #21 2 5. 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 of this Health Authority Approval application shows that the on-site water supply and/or wastewater disposal system is safe, functional and adequate for the number of bedrooms and type of structure indicated herein. I further verify that based on the information obtained from the Municipality of Anchorage files and from my investigation and inspection, the on-site water supply and/or wastewater disposal system is in compliance with all Municipal and State codes, ordinances, and regulations in effect on the date of this inspection. Name of Firm Phone 6`�- Z. 359 Address Zz oql Pi��»,S-C lZWQe4 Engineer's signature ��� °2 Date 6. DHHS SIGNATURE Approved for bedrooms. 0 Disapproved. Conditional approval for Additional Comments �A �OFQ,pM . �a000p. '000000 oQpe0oo000 0.0 Kenneth M. Duffs . c� CE 7116 5/ 2/r-1 �a ROFESSIO��� bedrooms, with the following stipulations: ItITir The Municipality of Anchorage Department of Health and Human Services (DHHS) issues Health Authority Approval Certificates based only upon the representations given in paragraph 5 above by an independent professional engineer registered in the State of Alaska. The DHHS does this as a courtesy to purchasers of homes and their lending institutions in orderto satisfy certain federal and state requirements. Employees of DHHS do not conduct inspections or analyze data before a certificate is issued. The Municipality of Anchorage is not responsible for errors or omissions in the professional engineers work. 72-M (Rev. 1/91) Back MOA #21 ® Municipality of Anchorage Department of Health and Human Services HEALTH AUTHORITY APPROVAL CHECKLIST Legal Description: L3 P�- 0I�. S 1�—J Ie„ �� Parcel I.D. 050— 4.-+- 4S1 v A. Well Data Well type Log present (Y/N) Total depth Sanitary seal (Y/N) If A, B, or C, attach ADEC letter. ADEC water system number Date completed Cased to Driller Casing Wires properly protected FROM WELL LOG Date of test Static water level Well flow m. Pump levels �� 7 SEPARATION DISTANCES FROM WRIL TO: Septic/holding tank on lot Absorption field on lot _ Public sewer main Sewer service line WATER SAM E RESULTS: Colifor, Nitrate Date of sample: B. SEPTIC/HOLDING TANK DATA AT INSP ; On adjacent lots ; On adjacent lots Public sewer manhole/cleanout m tank Collected by: Other bacteria Date installed C) --g3 Tank size )Sao ��— Compartments Cleanouts (Y/N) y Foundation cleanout (Y/N) Y High water alarm (Y/N)_ Alarm tested (Y/N; Date of pumping Near? r' Pumper SEPARATIONS bISTANCES FROM-SEPTIC/HOLDING TANK TO: Well(s) on lot ) On adjacent lots -- `2O0Foundation l ` To property line ZZ Absorption field 6 Water main/service line + 50 Surface water/drainage -r-tad Depression (Y/N) tJ 72•026(3W)•Front CONTINUED ON BACK PAGE m 6 C O z M - 0 < M co Z y= CZ1 e O m Z tJ 72•026(3W)•Front CONTINUED ON BACK PAGE C. LIFT STATION Date installed Size in gallons— Vent (Y/N) allonsVent(Y/N) High water alarm level Manufacturer "Pump on" level at Meets MOA electrical codes (Y/N) SEPARATION DISTANCE Well on lot D. ABSORPTION FIELD DATA Date installed Length 19-53 -7o Width "Pump off" Level at Cycles tested LIFT STATION TO: On adjacent lots Surface water Soil rating (GPD/Ft2) IS w Gravel thickness Total absorption area ICO0 5- Cleanout present (Y/N) Date of adequacy test N eW 5Y5-rrm Results (pass/fail) Water level in absorption field before test N R _System type -&elo vfYZi Es Total depth 4-10? Depression over field (Y/N) �-) for _ Bedrooms test Peroxide treatment (past 12 months) (Y/N) rr n If yes, give date SEPARATION DISTANCE FROM ABSORPTION FIELD TO: Well on lot Igoig `i5'-' On adjacent lots Property line12 1 To building foundation 7A To existing or abandoned system on lot On adjacent lots -4 30 Cutbank Sy Water main/service line Surface water -H Driveway, parking/vehicle storage area Curtain drain +-5a E. ENGINEER'S CERTIFICATION �Jfl I certify that I have checked, verified, or conformed to all MOA and HAA guidelines in eff9Q" ,,?ti{'fA1;1TA of this inspection. 11�"Q...�. °pn°0°0°°OOpano OY<LU oo p OM000co a00000ty 2A00 oGoagb° ° Q Signature «::, ><>:<>; u� Bee ' ...... qe: ;si>Keifnaf wE. iffi' o �i 9 Engineers Name Kenneth M. D fus o®o cs7)i60 t" Date 5 / 12/94 QD�FgF °00 00�� 0 0°®�� �' � P� HAA Fee $ 760100 Waiver Fee $ Date of Payment- / _ Date of Payment Receipt Number 2510 % (/Zt Receipt Number 72-026 (3/93)' Back