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PARADISE VALLEY BLK 9 LT 1
1"'L. 0 -al 1. • SURMrnAL Municipality of Anchorage SEP HP Community Development Department Page 1 of 1 On-Site Water and Wastewater Program 4700 Elmore St. • P.O. Box 196650 Anchorage,AK 99519-6650 • http://www.muni.org/onsite• (907) 343-7904 ON-SITE WASTEWATER INSPECTION REPORT Permit Number: OSP171209 PID Number: 020-414-15 ❑ New ❑✓ Upgrade Name: Jai Her& Kurt Wong ABSORPTION FIELD Address ❑ Deep Trench EShallow Trench ❑✓ Bed ❑✓ Mound 18105 Golden View Drive [' Other Phone Number of Bedrooms Soil Rating Total depth from original grade 4 2•0GPD/SF OFt. LEGAL DESCRIPTION Depth to pipe invert from original grade Gravel depth beneath pipe Subdivision Block Lot +2.25 Ft. 0.25 Ft. Paradise Valley 9 1 Fill added above original grade Gravel length Township Range Section 7.5 Ft. 31 Ft. Gravel width Beds:Number of Lines Distance between lines SEPARATION DISTANCES 12Ft. 5 2.6 Ft. To Septic Absorption Lift Station Holding Sewer Total absorption area Number of trenches Dist.between trenches From Tank Field Tank Line 372 Ft2 N/A N/A Ft. Well N/A 100+ N/A N/A N/A TANK 0 Septic ❑S.T.E.P. ❑Holding 0 Other Manufacturer Capacity Surface Water N/A 100+ N/A N/A Existing Gal. Material Number of compartments Lot Line N/A 1' N/A N/A NA Foundation N/A 10+ N/A N/A LIFT STATION Manufacturer Capacity Curtain Drain N/A 50+ N/A N/A Existing Gal. Remarks Pump on level at Pump off level at High water alarm at Reconstructed I.D.S.F. per original specs. in. in. in. Pump make and model 'Electrical Inspections performed by PIPE MATERIAL House to tank Tank to 3034 Installer drainfield A+ Home Services Drainfield 3034 CO/MT 3034 Inspector Pannone Engineering Services BENCH MARK (Assumed elevation) 100ft Inspeectionction 15t 9/5/2017 2nd Location and description 9/5/2017 3,d 4th Bottom corner of deck COMMUNITY DEVELOPMENT DEPARTMENT APPROVAL Engineer's Stamp Conditional Approval: Date ' .0 A4.f4ekk) *49 TH •• '�'��� tteven F . •Fannofae i- Al -v. CE 8142_ ,�i Approve• Ir•,,._ "�! ,.� Date 2- ) (j 7 kk ;t 4� Inspection Report_1-1-1 2.doc INSTALLED REPLACEMENT I.D.S.F. *WAIVER ON FILE 31 LF x 12'W x 0.25'ED W/ 2.0' SAND INSTALLED (2EA) M.T. o AND FLUSHING VALVES Lu 0PER ORIGINAL SPECS M > i .„ o h�/ /I . . ��� IA` A M2 , 7R 0 5 • O,�� FV 1-5 1 h /11,41A/ti z ti- o Fiy B / uR/frF ? < //ts` M------m '' / 4/ .�' / 7 / 1.1\/ 4/ 1500g S.T.E.P. TANK (E) WELL (E) / 4BR / HOUSE '1\ / / � (E) 2• .c 2 i. / . - 1 / „, • .. , / WELL (E) /.--r WELL E \ EL ( ) iy H I �` • • \ A B / M1 46.9 29.9 `� 1 FV1 23.2 52.6 k I \ 4,.. 141t- 2”RIGID INSULATION w FILTER FABRIC In •- .25"PERF PIPE W/Jfi"HOLES a o DRAIN ROCK 6"ABOVE PIPE INV z 0 4 - _ tATION 101.0• - 1010. .93DESIGN PARAMETERSPRIMARY/ RESERVE SEPTIC SYSTEM REMOVEDALL810MATTEOMATERIALREPLACE° "AIR LINEON NO. BEDROOM: 4 (600 gpd) TANK SIZE: 1500g S.T.E.P. (E) PROFILE —w/Y2" AIR LINE UNDER FIELD U SOILOIL RATING: 2 GPD/SF SRATE: 4.4 MPI ABBREVIATIONS W WATER LINE/ AREA RQD: 360 SF TH TEST HOLE WELL RADIUS SYS. TYPE: I.D.S.F. 10'W (P) PROPOSED MIN LENGTH: 36 LF (E) EXISTING SS NEW SEPTIC CO CLEAN OUT NO. USED: MT MONITOR TUBE NO. — - -GB- - — GRADE BREAK 37.2 LF X 10' WIDE, 0.25' E.D TYP TYPICAL TOTAL AREA: 372 SF FV FLUSHING VALVE 0 0-- RETAINING WALL PANNONE �T LLC �����x\ Dote RECORD DRAWING. PANNONE ENG SVC, LLCAir�pF A�q�>ti 2/8/2018 P.O. BOX 100217 ANCHORAGE, AK 99510 A,tQ�• S,•lI Scale PHONE (907) 272-8218 FAX (907) 272-8211 -c.�•• ��� '•y DRAWN BY: %*: , ' TH d\ ,*,/ 1"=50' DRM /••�i • " •"" , P.I.D. NO PARADISE VALLEY, BLOCK 9, LOT 1 N� 020-041-15 JIA-HER AND KURT WONG ! Steven '. Pannone j PERMIT NO. CE 8149 . j/ OSP171209 18105 GOLDEN VIEW DRIVE 0#0.f ..� . .•fir PLAN ANCHORAGE, AK 99516 �ll`\\\\"`=`4� Sheet 2 �N'"""-"'o oMUNICIPALITY OF ANCHORAGE ' _,_: On-Site Water& Wastewater Program � `, PO Box 196650 4700 Elmore Road f Anchorage,Alaska 99519-6650 Phone:(907)343-7904 Fax:(907)343-7997 S.; http:!lwww.muni.orglonsite — - D lvdrtntt lit On-Site Wastewater Disposal System Permit Permit Number: OSP171209 Effective Date: 8/18/2017 Work Type: Septic Upgrade Expiration Date: 8/18/2018 Tax Code Number: 02041415000 Site Legal Address: PARADISE VALLEY BLK 9 LT 1 G:3538 Site Mailing Address: 18105 GOLDEN VIEW DR, Anchorage Owner: WONG JIA-HER C & KURT W Lot Size in Sq Ft: 19918 Design Engineer: PANNONE ENGINEERING SERVICES Total Bedrooms: 4 This permit is for the construction of: El Disposal Field ❑ 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 �1�1 ' • - / � / - Received By: ,� i/. .•,450,4 Date: Issued By: Rebett& 1 • 1, Date: g O! MUNICIPALITY OF ANCHORAGE �• 6 Community DevelopmentPDepartmentKs.*::__10, Ph., - •, ,Development Services Division �� E•x: ' 'i 99 1- On-Site Water& Wastewater Program a AUG 0 2 2011 t ON-SITE SEWER/WELL PERMIT APPLICATION 12:3di,5 ti a 6 9 L 9 Parcel I.D. 020-414-15 Property owner(s) Jia-Her & Kurt Wong Day phone Mailing address 18105 Goldenview Drive, Anchorage, AK 99516 Site address 18105 Goldenview Drive Legal description (Sub'd., Block & Lot) Paradise Valley, Block 9, Lot 1 Legal description (Township, Range & Section) Lot Size 19,918 Sq. Ft. Number of Bedrooms 4 APPLICATION IS FOR: APPLICATION IS AN: TYPE OF DWELLING: (®all that apply) Absorption Field ❑X Initial ❑ Single Family (SF) ❑X (w/wo ADU) Septic Tank ❑ Upgrade ❑X Duplex (D) ❑ Holding Tank ❑ Renewal ❑ Multiple Dwellings ❑ Privy ❑ \2 120.Ati (SF and/or D) Private Well ❑ Water Storage El THIS APPLICATION INCLUDES A VARIANCE I WAIVER REQUEST FOR: Distance: I certify that the above information is correct. I further certify that this is in accordance with applicable Municipal Codes. (Signature of property owner or authorized agent) Permit/Rush Fees: aa%oil Waiver Fees: Date of Payment: U) 311i Date of Payment: Receipt Number: D098161 Receipt Number: Permit No. Men P- Waiver No. Permit App_-• c Pannone Engineering Services LLc Steven R. Pannone, Principal Registered Professional Engineer E-mail:steve@panengak.com August 2, 2017 Municipality of Anchorage Development Services Department On-Site Water & Wastewater Program 4700 S. Bragaw Street P. O. Box 196650 Anchorage, Alaska 99519 Subject: Paradise Valley, Block 9, Lot 1 I.D.S.F. Replacement Request Ladies and Gentlemen: I am writing to request a permit to replace an intermittent dosing sand filter be issued for this property. The existing sand filter is inundated. The sand filter will be removed and replaced according to the original specs in the same location as the existing filter. The lot is served by a private well, that is located over 100' from this system. The surrounding developed lots are served by private wells that are located over 100' from this system. 1. I.D.S.F. Design. a. The replacement I.D.S.F. will be replaced per the specs in permit number: SW010380, issued October 2, 2001 2. Surface Water: There is no surface water within 100 feet of the existing septic system. The proposed upgrade will maintain at least 100 feet from all surface water and drainage ditches. 3. Topography: The topography in the area generally slopes from the north to the south at approximately 5% - 10% in the area of the proposed I.D.S.F. replacement. Mailing: P.O. Box 100217, Anchorage, AK 99510-0217 Physical: 332 East Manor Ave, Anchorage, AK 99510 Telephone: (907) 272-8218 FAX: (907) 272-8211 Page 2 of 2 The proposed installation will not affect the future development of the surrounding or existing lots. There are no wells or septic systems within 100 feet of the proposed septic location. If you have any questions or concerns, please contact me at 272-8218. Sincerely, I ter ;V �.i• Steven R.Pannone !»� :14:FtSS\134 •44' Steven R. Pannone, P.E. Owner/Civil Engineer Attachments Mailing: P.O. Box 100217, Anchorage, AK 99510-0217 Physical: 332 East Manor, Anchorage, AK 99510 Telephone: (907) 272-8218 FAX: (907) 272-8211 Municipality of Anchorage Development Services Department • "'' A Building Safety Division . , ... on -Site Water and Wastewater Program, 4700 S. Bragaw St. P.O. Box 196650 Anchorage, AK 99519.6650 Pagel of 3 www.ci.anchorage.akus (907) 343-7904 ON-SITE WASTEWATER DISPOSAL SYSTEM AND/OR WELL INSPECTION REPORT Permit Number: PID Number: (� Name: KIA r j— IV•l//9 0rl Wastewater System: New ElUpgrade Address: 1 10 i S; 41 � coda X516 ABSORPTION FIELD Phone: (J�— `�� Number of Bedreoms: ❑Deep Trench [3 Shallow Trench t] Bed E3 Mound Other. 7 jj)! LEGAL DESCRIPTION®® Sal Rating: Total Depth from original grade: GPD/FP Ft. Block Lot: gnubdivision fA ad�se Ville S D to pipe bottom from original grade: `3"3L' Gravel depth beneath pipe: ave Township: Range: Section Fal added above original grade: / • SFt. Gravel Length: J' Ft. Well: ❑ New E] Upgrade Gravel width: Number of lines:nce 5 tw Distaa been lines: Ft. / Ft. /CClllaassification Private, %SUB, C�: "O Total Depth: V t I•e l Cased to: FL Total absorption area 7� ! Fts Pipe�pMaterial�: /S� Lr/ r•Eer0 J, 4 L 1 W 3 D O Driller. a rilled. Static Water Level Installer. / /i Date Installed: 10-17-01 Q`1O1 FL Yield: Pump Set at eighlAbov TANK - Fl.eGrounQ GPM FL SEPARATION DISTANCES ❑ septic ❑ Holding K S.T.E.P. ❑ Other: To Septic Absorption Lift Holding PubliCJPrivate Manufacturer. Capacity: 1560 From Tank Field Station Tank Sewer Line 17 Gal. Well —^ '�' Material: / s"e I Nur of Compartments: ((J. / Surface Water ( O.L.. TSize: f LIFT STATION Lot Line 34' �", a4 \ ' �� Manufacturer. �hL 74m . Gal. ar Foundation 9 + 16 9 i 'Pump ori level at, 43 'Pump off level at: 7 3J High water alarm at: in. in. '-ryin. Curtain Drain Q _ Pump Make 8 Model 05,j:OSEIN Electrical Inspections performed by M- n- Remarks: IBENCH �, ©F R•1.0.q . /}/'d'fLi rrre,� S41-40 MARK Lecaflon and Description; t r- /� IPJ97A L ILD VNafa2 SANa 6r1l-T-ER, o OWn R !o ssued E!evation.: t Am H 't 160 Ft. p Engin.{A amp -®F At gc,tz .... - ` 7LIQ r. !/ j %• �1 S & S ENGINEERING 17034 Eagle River Loop Road, No. 204 10-16-01 Inspections performed by: Dues: 1St Eagle River, ;.,•,,,hA`'!.-•••k.'-......> i 2nd 0 1� Developme t Services Department Approval !�` ROBERT C. COWAN r r -riot if ;-� Reviewed and approved by: Date:1�rF;�•:.e: 'i Y PERMIT NO. SWO1 0380 PAGE 2 OF 3 Munlcipa�'ityofAnchorage DEPARTMENT IEf 1T OF HEALTH AND HUMAN SERVICES ENVIRONMENTAL 1FNTA1_ ` ERVICE`. DIVISION O1WASTEWATERDISPOSALfAND/OR L INSPECTION REPORT LEGAL LOT 1 , BLOCK 9, PARADISE VALLEY S/D P.I.D. NO 020-414-15 T1 NEW I.D.S.F. \ FV 1 -FVS \ A giR MT2 \ 4i, E W cP TH#2♦ ---j TBM H / FCO2 ST2 MH STI W N TH#1 / NEW 1500 GALLON Q p C \ ` / S.T.E.P. TANK FC01 / W 010 / `� / `NES Q 0 LOT 2 SCALE: 1" = 40' Q / / AQQ � � � �/ / rM C •--���•,.+; ✓ RFs r .« ...........:,:.. /p ROBERT C. COWAN f CE -8801 fa',..� !�`'"�\'„yr PERMIT NO. SWO 1 0380 PAGE 3 OF 3 Municipality of Anchora e DEPARTMENT OF HEALTH AND HUMAN SERVICES ENVIRONMENTAL SERVICES DIVISION P.O. Box 196650 • Anchorage, Alaska 99519-6650 • Tele hone 343-4744 ®N -SITE WASTEWATER DISPOSAL SYSTEM AND/®R WILL INSPECTION REPORT LEGAL LOT 1, BLOCK 9, PARADISE VALLEY S/D P.I.D. NO. 020-414-15 ST1 ST2 92.5' FINAL GRADE' 11 11 MH I 211 INSULATION / NEW 1500 \ ' 87'2 GALLON S.T.E.P. 87'0 SYSTEM MRT2 FINAL GRADE MT1 MTI -101.0' II rORIGINAL GRADE -I INSULATION n I ' _1/2_ AIR LINE SANK MT2=95.5''MT1=95.5' \\—BOTTOM—BOTTOM OF SAND=93.5' DIST. LINE=95.8' J Ak * INDICATES NO GROUNDWATER FOUND N. T. S. OFFSET FROM FOUNDATION 88.5' B.O.H. _ A B C FC01 — * 1.0 6.5 FCO2 — * 1.5 27.0 ST1 — 37.5 29.5' ST2 — 31.5' 37.0 MH — 29.5 39.5' MT1 30.5 49.0 — MT2 1 46.0— FV 1 22.0 52.0 — FV5 30.5 55.0 — MUNICIPALITY OF ANCHORAGE Building Safety Division DATE: August 8, 2003 TO: File MEMORANDUM FROM: Joe Goodall Engineer 11, On -Site Water Wastewater Program SUBJ: Paradise Valley S/D Block 9 Lot 1 S :D I was authorized to approve the well and septic inpection report by JimCross. The water drainage on the north side of Romania drive was covered with bone rock to cover the surface water to with -in 100' of the septic system. Dan Roth issued this permit for a septic system with a special provision the water drainage on the north side of Romania drive shall be put underground. As with any septic trench according to code is required to have a 10' minimum separation from the house foundation. MUNICIPALITY OF ANCHORAGE Development Services Department On -Site Water & Wastewater Program 4700 South Bragaw Street P.O. Box 196650, Anchorage, AK 99519-6650 (907) 343-7904 ON-SITE WASTEWATER DISPOSAL SYSTEM PERMIT Initial Permit Number: SWO10380 Legal Description: PARADISE VALLEY BLK 9 LT 1 Design Engineer: 0003 S & S Engineering Owner Name: Kurt Wong Owner Address: 12810 Mission Cir. Anchorage , AK 99516-0000 1,11-7 6-,P Pn'I iC//j QPM .rp4 F. wa A -*4a Date Issued: Oct 02, 2001 Expiration Date: Oct 02, 2002 Parcel ID: 020-414-15 Site Address: Lot Size: 19918 SQ. FT. Total Bedrooms: 4 Permit Bedrooms: 4 This permit is for the construction of: 0 Disposal Field Z Septic Tank Holding Tank F] Privy P Private Well Water Storage All construction must be in accordance with: 1. The attached approved design. 2. All requirements specified in Anchorage Municipal Code Chapters 15.55 and 15.65 and the State of Alaska Wastewater Disposal Regulations ( 18AAC72 ) and Drinking Water Regulations ( 18AAC80 ). 3, The engineer must notify DSD at least 2 hours prior to each inspection. Provide notification by calling (907) 343-7904 ( 24 hours ). ( Not required for a Water Supply Permit only ). 4. From October 15 to April 15, a subsurface soil absorption system under construction during freezing weather must be either: A. Open and closed on the same day. B. Covered, sealed, and heated to prevent freezing. 5. The following special provisions. THE SURFACE WATER IN THE ROAD DITCH ON THE NORTH SIDE OF ROMANIA DRIVE SHALL BE PUT UNDERGROUND TO CREATE THE REQUIRED 100 FEET HORIZONTAL SEPARATION TO ALL PORTIONS OF THE PROPOSED WASTEWATER DISPOSAL SYSTEM AND REPLACEMENT SYSTEM TO THE SATISFACTION OF THIS DEPARTMENT PRIOR TO CONSTRUCTION OF ANY PORTION OF THE WASTEWATER DISPOSAL SYSTEM. Received By: Issued By: Date: 10-3— o ( Date: Municipality of Anchorage • u Development Services Department Building Safety Division On -Site Water and Wastewater Program 4700 South Bragaw St. P.O. Box 196650 Anchorage, AK 99519-6650 www.ci.anchorage.ak.us (907)343-7904 ON-SITE SEWER/WELL PERMIT APPLICATION FOR A SINGLE FAMILY DWELLING Parcel I.D. Permit Number SW 0/).380 Property owner(s) KV fZ 1 WO ty 6- Day phone 30 -- ;t --0 0 Mailing address (1)_ 1 a's5J 0 m1 55tora c- IAc��C y ANC�y- 1< Mailing address (2 Legal description (Lot, Block & Sub'd.) Lei Legal description (Section, Township & Range) Zip Code r Lot Size a 1-T 7 AcreFOTNumber of Bedrooms /q ?/T 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 ❑ I 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: 3 a 0 c Waiver Fees: Date of Payment: Receipt Number: (Rev. 12/00) V3t/0f 00 15-0 -7 S & S ENGINEERING 17434 Eagls River Loop Road No. 204 Date of Payment: Receipt Number: HEALTHAUTHORITY APPROVALS SEWER & WATER MAIN EXTENSIONS SEWER & WATER INSPECTION ENGINEERING STUDIES AND REPORTS WELL INSPECTION & FLOW TEST SITE PLANS ROADDESIGN SOIL TEST PERCOLATION TEST STRUCTURAL& MECHANICAL INSPECTIONS ONSITE WASTEWATER DISPOSALSYSTEM DESIGN August 30, 2001 MUNICIPALITY OF ANCHORAGE Development Services Department P.O. Box 196650 Anchorage, AK. 99519 REFERENCE: Lot 1, Block 9, Paradise Valley S/D ROBERT C. COWAN, P.E. CIVIL ENGINEERS (907)694-2979 FAX(907)694-1211 It is requested that you issue a permit to install a well and a pressurized septic system (Intermittant Dosing Sand Filter) to serve the proposed 4 bedroom house on the referenced property. A permit was previously issued for this property on 9/12/96 (SW960292). A test hole was excavated and a percolation test performed. The approximate location of the test hole is located on the attached site plan. At the time of excavation on 10/5/95 water was found at 6 feet, and after monitoring ground water for seven days water was found at 6 feet. We do not anticipate any adverse effects on neighboring wells, septic systems, reserve areas or drainage patterns by the installation of the proposed septic system. The construction of this system will not prevent any future development on any of the adjacent properties. If you require additional information, please contact us. Sincerely, Robert C. Cowan, P.E. RCC/jhm Enclosure 17034 NORTH EAGLE RIVER LOOP • SUITE 204 • EAGLE RIVER, ALASKA 99577 1 5' = 40' DESIGN SITE -PLAN SCALE c�*a 9>w W�WDN 0 x�o WAV C d O? Corrl tmj cO -�b 1-N m2 xm�s tv _0 aR W r� Z7p cn -0 �'� 70r0 nm }� r=te-+ ° p3; ~ O DNo ~ mN3CA3 .Q>< mm=D ~ mD Z OrTl 0 c z emup ko A=(n A�acr •y• D�ONWCi i <p� mZ0 wmw, b r O o m. m N�N�O'�•. mpo o-� r-D� r --_ NWy `°�> cn W o p O ,- O d c Ln -< a .. TELECOM & ELECTRIC y Z c z `i �T � o m �0-� mm �m0 M p n0z mg 0. U2 Z > mmD r O• p oz i mom l�7 ti(A O O z r Z �\ C7 m pv com zcx z I-- GOLDEN VIEW DRIVE o o _ c i Cd 100' WELL RgDIUS � u m a (EX ISTfNG) os, L O rn oowo r o nO /Q 0 m Z r�*i m a p O' N 0 o M cc �435pdO�d �� o o n "d �O ►v11 ab,�' > gS£MfN ti 00 J �� ~�4=) r0_oN 00C LJ J`� / r�00� / Sao ao rr-rn0 \\ c�Vi >-+[-i vmn / / cMME 0 z \ m Z 3 A Z A y ,. m� 0 N� V n \4 \ \ \ \oo O d m0 03 O O� D s'' \ \ \ N m m A{ ,,DKam �MaCl M m �,O tf;l o m D n .3 0> oo c O N�Nmz 0� n 3 ±l ;200 OEO r) ND xO�m 1, . a•� �d� �Z`a / /ate a N. T. S. O SIGN PROFILE O y O W . Cp N N 0) + zwo tia o z o no Dv I --I O -i rr r MM CD 0 'z 0 F z a N 6 �o W WDN 010 =0.0 D112W xz m CNS r 0 o D Z O m-0 a L)m� D L o .-O �] s o 1010 O AVO m D m o \ i n�0 'oZ C� o - O y O W . Cp N N 0) + zwo tia o z o no Dv I --I O -i rr r MM CD 0 'z 0 F z a N 6 00 Fv CNS CU �yy C) Z m \ i O -r, F CC m Ci m a z O D A m t= ISL +0000r -K: 000 N) rri D N r— U) 00 3 C.) D V Z n i MO M [7] " Tt OZ n ry 0 OF Municipality of Anchorage (EN EER'S s -••,, t9� Development Services Department It*, '; Building Safety Division On -Site Water and Wastewater Program 4700 South Bragaw St. -•••' P.O. Box 196650 Anchorage, AK 99519-6650 A� ROBERT C. COWAN : www.ci.anchoraae.ak.us + G'i ' CE - 8801 f� (907) 343-7904 Soils Log - Percolation Test Performed For: PC t/ ; zT W ", N Cr- Date.Performed: / a-,('� O / Legal Description: P A 4ai c�' *LCLArY S /.>_ Township, Range, Section: TES) HJ 4. Depfi 6 2Gv4i„r C f (�eet) I a a ? <s 2- 3- 4- 6- 7- 8- -3- 4 -6- 7- 8- 12- 13- 14- 15- 16- 17- 18- 19- 20 - 12- 13- 14- 15- 16- 17- 18- 19- 20 - COMMENTS 6- /stn s+i-7- y S)9,4 v,rr+ C_44v✓L i3&o Rt K Site Plan WAS WAS GROUND WATER ENCOUNTERED? S IF YES, AT WHAT DEPTH? L Depth to Water After P Monitoring? _JVZY E Date: �010tb Reading Date Gross Time Net Time Depth to Water Net Drop tP RP1o.} jt ro a o / 0 — a 1/L ;. — i3 htc+cL *0 Reading Date Gross Time Net Time Depth to Water Net Drop tP RP1o.} jt ro a o / 0 — a 1/L ;. — i3 htc+cL *0 to10 r+ t+ a-0 !r c�'/;x 30 �+ r /,y " �j p // 34 60 PERCOLATION RATE (minutes/inch) PERC HOLE DIAMETER rC TEST RUN BETWEEN _�-FT AND a FT & S ENGINEERING PERFORMED BY:17 d No. 1 1zrzlr- CERTIFY THAT THIS TEST WAS PERFORMED IN ,Q I�a �Tf1TE AND MUNICIPAL GUIDELINES IN EFFECT ON THIS DATE. DATE: /Q/A/40/ e Municipality of Anchorage DEPARTMENT OF HEALTH & HUMAN SERVICES 825 "U' Street, Anchorage, Alaska 99502-0650 SOILS LOG — PERCOLATION TEST PERFORMED FOR: Q. Li/ 4A-40 C, / I C K DATE, PERF L0 T I 4Lo GK 4 LEGAL DESCRIPTION: P44 4 a+rs i. VA LL 9 y Township, Range, Section: DEPTH SLOPE SITE PLAN n 10- WAS GROUND WATER Y E S ENCOUNTERED? 71 S L IF YES. AT WHAT O DEPTH? 12 P E Depth to Water After r / 13 / Monitoring? Date: �L �T Ar 14 15 16 17 18- 19 Reading Date Gross Time (FEET) Net Drop 6n R�K: PTime �Et 6RG-aAlIC. J S- '7 34 a 2 3 S1UT .SAND 4 v 5B Cr P FRAcT0RkO ►2b LK 6Iv c _ Lilti rt2 S6�P 12 ' 7 V) �' � ato Ro C tc 8 9- 10- WAS GROUND WATER Y E S ENCOUNTERED? 71 S L IF YES. AT WHAT O DEPTH? 12 P E Depth to Water After r / 13 / Monitoring? Date: �L �T Ar 14 15 16 17 18- 19 Reading Date Gross Time r apth to eater Net Drop 6n R�K: PTime S- '7 34 a 20 PERCOLATION RATE 9 (minutes/inc(3 ?h) PERC HOLE DIAMETER _ TEST RUN BETWEEN 2L" FT AND J FT COMMENTS 5 & S ENGINEERING PERFORMED BY: I �T''�-- CERTIFY THAT THIS TEST WAS PERFORMED IN 17034 Eagle River Loop Road No. 204 / 0 �r 7 A s. - ACCORDANCE WITb44IjW At*"J IWL GUIDELINES IN EFFECT ON THIS DATE. DATE: 72-008 (Rev. 4/85) S&S EYlGIY1LLRInG ROBERT C. COWAN, P.E. CIVIL ENGINEERS ALAWA (907) 694-2979 PAX(907)694-1211 INTERMITTANT DOSING SAND FILTER SPECIFICATIONS HIEALAOVAALSSHORIry Lot 1, Bloch, 9, Paradise Valley Subdivision August 22, 2001 GENERAL STATEMENT OF WORK SEWEA&WATER MAIN EXTENSIONS The work and plans covered by these specifications consist of furnishing all labor, materials, tools, transportation, and equipment necessary to complete an Intermittent Dosing Sand Filter system as described herein and on the attached drawings. SEWEA &WATER INSPECTION All work under this project shall comply with current Municipality of Anchorage (MOA) Regulations. ENGINEERING STUDIES AND REPORTS 4 Bedroom House 600 GPD Bottomless Sand Filter and absorption area (360 S.F. required) Sand filter to be constructed on accepting soil with all organics removed. (bottomless only,) WELLINSPECTION &FLOWTEST SITE INVESTIGATION The Contractor must carefully examine the project documents, have full knowledge thereof, SITE PLANS have investigated the site, and be satisfied with the conditions affecting the work. Conditions include, but are not limited to those bearing upon transportation, disposal, handling and storage of materials, availability of labor, water, electric power, roads, and ROADDESIGN uncertainties of weather, physical conditions at the site including all underground utilities, the conformation and condition of the ground, the character of equipment and facilities needed preliminary to and during prosecution of the work. The Contractor must be satisfied SOILTEST with the character, quality and quantity of surface and subsurface materials or obstacles to be encountered. Any failure by the Contractor to become acquainted with the available information will not relieve him/her from responsibility of performing the work as stated in these specifications and drawings. PERCOLATION TEST Location of utilities will be the contractor's responsibility. STRUCTURAL& MECHANICAL INSPECTIONS t ONSITE WASTEWATER DISPOSALSVSTEM DESIGN 17034 NORTH EAGLE RIVER LOOP • SUITE 204 • EAGLE RIVER, ALASKA 99577 Page 2 Lot 1, Block 9, Paradise Valley SID August 22, 2001 SEPTIC TANK / LIFT STATION / AIR COMPRESSOR A. General The work under this section consists of the performance of all operations pertaining to furnishing and installing the septic tank/lift station, air compressor and piping to the sand filter. B. Materials 1. Tank a. Septic tank shall be a two compartment tank of at least the minimum size indicated on the drawings and MOA approved. b. First compartment shall have a separate 4" pump -out riser. The second compartment shall have a separate 4" pump -out riser. 2. Manhole Riser or Lift Station Tank a. An additional second compartment manhole riser shall be capable of being equipped with the following: 1. A junction (Nema 4x) box or equal, bonded or attached to the pump basin. 2. UL listed electrical cord grips, installed in the J -box. b. An additional tank (M.O.A. approved) may be provided for the effluent pumping assembly and the items in (a.) above. 3. Effluent Pumping Assembly, Controls, Alarm & Piping a. Effluent pumping assembly shall be of approved materials, including the following: 1. A 110 volt or equal U.L. Listed effluent pump. 2. High-density PVC cylinder housing the pump, with level controls and screen, serving as a baffle to prevent the screen from clogging. Page 3 Lot 1, Block 9, Paradise Valley SID August 22, 2001 3. All piping shall be PVC or other non -corroding material. b. Pump controls and alarm system shall be an approved system with the following options consisting of. 1. Event counter 2. Elapsed time meter 3. Program timer 4. 10 watt heater 5. Remote alarm panel option with a minimum of 80 DB sound pressure at 24", operating temperature 30AC to 65AC, continuous sound to be located in the home. 6. Oil -tight visual alarm with push -to -silence feature. Automatic audio -alarm reset. 7. 15 amp motor rated toggle switch, double pole, double throw with three positions; manual (man), automatic (auto) and center (off) (H.O.A.). 8. Nema 4x -rated, fiberglass, or equal, enclosure with hinged cover. 9. All controls to be installed as per manufacturer's recommendations. 10. Control panel to be installed on outside wall of home within sight of septic tank/lift station. c. Piping from the septic tank to the sand filter is to be 1 1/4" PVC schedule 40 solvent weld piping properly bedded as described in Materials Specifications and sloped to drain back to the lift station. Insulation board 2" thick and T wide centered over pipe is to be placed where soil cover is less than 4' depth over pipe. d. The air line from the house to the filter is to be HDPE arctic insulated pipe 3/4"-2" SDR - 11. The compressor will have a gauge (0-10 psi) and be installed in a heated area, crawl space, or garage. Page 4 Lot 1, Block 9, Paradise Valley SID August 22, 2001 4. Air Compressor a. Air compressor shall be a THOMAS LINEAR SERIES model number 5060-A or 5074V -A or M.O.A. approved equal. CONSTRUCTION SEQUENCE In order to insure proper installation, the system is recommended to be installed in the following order: I. Sewer line from house to tank II. Septic tank/lift station III. Sand filter IV. Leachfield bed (if required) V. Final grading CONSTRUCTION 1. Construction Instruments Contractor shall provide instruments such as transits, or levels, for establishing proper elevations and levelness of pipe or materials. 2. Pipe Laying All pipe shall be laid with material free of large or sharp rocks and organic matter. Each section of pipe shall be handled carefully and placed accurately. The spigot end shall be fully inserted pointing in the direction of flow and glued in place to make a water tight seal. Each section of pipe shall be properly supported to insure true alignment and an invert which is smooth and free from roughness or irregularity. At all times, when work is not in progress, open ends of pipe and fittings shall be closed so that no undesirable substance will enter the end of the pipe or fittings. Page 5 Lot 1, Block 9, Paradise Valley SID August 22, 2001 3. Bedding of Pipe for Sewer Lines The pipe should be bedded with materials free of large or sharp rocks and organic matter, compacted. Native materials may be used as back fill material above the pipe, provided it is free of large rocks and organic matter. All lift stations shall be installed in accordance with the manufacturer's recommendations and standards. Electrical installation is to be in accordance with the National Electric Code (latest adopted edition) by a licensed electrical contractor, with M.O.A. inspection where required. If MOA inspection is not required, a licensed electrician is to provide a letter to the Engineer stating that the system meets or exceeds all applicable codes. 4. Excavation Excavate to proper depth to allow gravity flow, install tank level, tolerance 0.05 foot, on undisturbed or compacted classified sand fill material. Create a level sand surface over the tank and add 2" burial foam +35 PSI directly over tank. Mound unclassified soil over tank with a minimum of 2 feet of cover and anti -flotation weights that may be required in areas of shallow ground water. 5. Connections All connections to be as per MOA requirements, PVC 3034 piping with Caulder or equivalent couplings for inlet riser pipes. All tank connections are to be completely water tight. SAND FILTER The work under this section consists of the performance of all operations pertaining to furnishing and installing the sand filter. A. Materials 1. Sand Filter a. Liner (if required - not required for bottomless sand filter) - OSI Model LI or equivalent. 30 mil PVC cut and fabricated to provide water tight enclosure of filter sand volume. Seams to be permanent as per Manufacturer's recommendations. All connections, such as boot flanges, through sand filter to be permanently bonded to the liner. Page 6 Lot 1, Block 9, Paradise Valley SID August 22, 2001 b. The Contractor shall provide a washed sand to meet ASTM C-33 Concrete Sand Specifications with the additional requirement that all but 1% of the materials passing the #100 sieve be removed. All aand shall be approved for use by the Municipality of Anchorage (M.O.A.). If the sample does not meet specifications, all sand will be removed and replaced. c. The Contractor shall be responsible for providing pea gravel that shall be a washed material containing no fines (0% passing the #100 sieve) and a maximum size of 1/4" diameter. d. The Contractor shall provide the manifold assembly. The manifold assembly shall be of approved materials with orifice shields and flushing assembly. All drilled holes to be cleaned of burrs and pipes flushed, prior to assembly. Flushing valve to include riser to finish grade. Lateral distribution piping is to be laid level (@ ± 0.05'). e. Side walls and top of the filter box to be insulated with 2" direct burial polystyrene insulation. f. The Contractor shall be responsible for providing filter fabric. g. Air coil in sand filter to be geoflow WF16-4-24 150 LF placed 6" above bottom of sand. Construction of Sand Filter The sand filter construction is to follow procedures as outlined below, as applicable to this design. Pea gravel and filter sand are to be hand leveled to proper depth (tolerance within 0.05 feet) in filter, taking care not to allow mud or fine soil material into the filter or gravel layer. This would include any soil material picked up by excavation machinery buckets while loading specified material. The Contractor should estimate filter material volumes such that allowance is made for wastage of material in contact with the ground at site. The area over the sand filter to be finish graded with a minimum of 2 feet of cover and to prevent ponding of surface water run off. Side slopes shall not exceed 3:1. The Engineer will reject any sand or pea gravel that does not meet specifications or is contaminated in transit or while handling. If such material is placed in the filter, all soil material may be required to be removed and replaced with new material. CONTRACTOR/INSTALLER ',08-24-01 01:21PM From-REDI ELECTRIC, INC. 1-907-261-3299 T-762 P 02/05 F-892 1103-11C G-3538 EN01048 ENCROACHMENT PERMIT This permit is between Chugach Electric Association, Inc., an Alaska non-profit electric cooperative, (herein "Chugach', whose address is P. O. Box 196300, Anchorage, Alaska 99519- 6300 and Kurt and Jia -Her Wong, (herein "Permittee") whose address is 12810 Mission Circle Drive, Anchorage, Alaska 99516. 1. Easement. Chugach is the grantee or user of an easement for the construction and maintenance of electrical facilities, as follows: Described in that certain written instrument recorded on the 2nd day of January 1962 at Book 39 Page 271, of the records of the Anchorage Recording District, Seward Meridian, Alaska, Dedicated by the plat of the subdivision known as Paradise Valley Subdivision, according to Plat Number 87-016, recorded on the 4th day of March 1987, on file in the office of the District Recorder, Anchorage Recording District, Seward Meridian, Alaska, (herein ".Easement") which pertains to the following described real property: The Southeasterly Ten Feet (SE'ly 10') of Lot 1, Block 9, Paradise Valley Subdivision, according to Plat Number 87-016, recorded on the 4th day of March 1987, on file in the office of the District Recorder, Anchorage Recording District, Seward Meridian, Alaska. Permittee acknowledges the validity of the Easement. Permittee warrants and represents that Permittee is the owner of the fee simple interest in the land subject to the Easement and the following described real property to which the Easement is adjacent: Lot 1, Block 9, Paradise Valley Subdivision, according to Plat Number 87-016, recorded on the 4th day of March 1987, on file in the office of the District Recorder, Anchorage Recording District, Seward Meridian, Alaska, (herein "Parcel"). Encroachment Permit - Page 1 of 4 `a.OB-24-01 01:21Pm From-REDI ELECTRIC, INC. 1-907-261-3299 T-782 P.03/05 F-892 2. Encroachment. Permittee proposes to construct and continue the existence of the following improvement(s) on or within the real property subject to said Easement: A septic system leach field and standpipes, (herein "Encroachment"). 3. Permit. Chugach hereby authorizes Permittee to construct and continue the existence of the Encroachment in its proposed location subject to the covenants set forth in this permit. 4. Indemnification. Permittee shall indemnify and hold Chugach harmless from any claims for personal injury, property damage or other loss arising in any way from the continuation of the Encroachment. 5. No Expansion or Increase. Permittee shall not in any way expand or increase the extent to which the Encroachment occupies any of the real property encumbered by the Easement without the prior written consent of Chugach. Chugach has no obligation to provide such consent. 6. No Interest in Real Estate Acquired. Permittee hereby acknowledges that the Encroachment and any additions thereto, even if in violation of this permit, has not and shall not in the future give rise to any interest or estate in the real property subject to the Easement or any other real property. Without in any way limiting the foregoing, Permittee acknowledges that the Encroachment is not adverse to any interest of Chugach and its continuation is entirely with the permission of Chugach for purposes ofthe common law doctrine of adverse possession. This permit creates no interest in the real property subject to the easement. 7. Modification of Utility Facilities. If the electric utility facilities located within the Easement are upgraded, added to, replaced or reconstructed, Permittee shall pay that portion of Chugach's total costs for such modification which is reasonably attributable to accommodating or preserving the Encroachment. If such payment is not made within thirty (30) days of written demand for same, Chugach may terminate this permit in accordance with paragraph 9, below. 8. Covenants Runnirte with the Land. The obligations of the Permittee arising from this permit shall be covenants running with the land which shall burden the Parcel and the Permittee's interest in the land subject to the Easement and shall benefit the Easement. 9. Termination. Chugach may terminate this permit after the giving of thirty (30) days written notice of such termination if- a. f a. The Encroachment is enlarged, increased or extended within the real property affected by the Easement. b. The Encroachment is damaged by any means to an extent of more than thirty percent (30%) of its replacement cost at the time of destruction. Encroachment Permit - Page 2 of 4 08-24-01 01:21pm From-REDI ELECTRIC, INC. 1-907-281-3299 T-782 P.04/05 F-892 C. Permittee fails to make the payment described in paragraph 7, above. 10. Term. This permit shall, if not sooner terminated by Chugach, expire forty (40) years from the date hereof. 11. Entire Agreement. This written permit constitutes the entire agreement between the parties with respect to the subject matter hereof and supersedes all other prior or contemporaneous agreements, oral or written, between the parties. No modifications, amendments, deletions, additions or alterations of the permit shall be effective unless in writing and signed by all of the parties hereto. By: CHUGACH ELECTRIC ASSOCIATION, INC. Lee Thibert, Executive Manager T&D Network Services Date: STATE OF ALASKA ss: THIRD JUDICIAL DISTRICT PERMITTEE By: AAA Kurt Wong Date: ,9 By: Jia -Her Wong Date: The foregoing instrument was acknowledged before me this Z L l day of 2001, by Lee Thibert, Executive Manager, Transmission and Distribution N wo�h rk Services of Chugach Electric Association, Inc., an Alaska corporation, on behalf of the corporation. Notary Public in and for the State of Alaska My commission expires -JZ i� \•���.� Encroachmcnt Permit - Page 3 of 4 OFFICIAL SEAL STATE Of ALASKA NOTARY PUBLIC s = THERESA V. PAGE +�My Comm. exptres- December 79, 2001? Notary Public in and for the State of Alaska My commission expires -JZ i� \•���.� Encroachmcnt Permit - Page 3 of 4 1" = 40' DESIGN & DRAINAGE SITE -PLAN V O A V U V V>� b q�•A �Q A> O N.(1 N Ntpy �� \ +VNy b Vw TELECOM & ELECTRIC EASEMENT , =c�!.2 eta �o-1� $ m mmm-M ;o;uD m M Ori OO W 0 c z(A z0m L zcx GOLDEN VIEW DRIVE o m zZ 0p WELD a _ 0 o 3 o° (EXISTING) ADIOS n o' h p M D H an d �Cr o s.�pk nyi n a=„ x a� 3S(�p11 o m • o t y` �c 03SO A0 a oo aoa N ! o, 10 s''Sx ; �� �! aba C Fyf/vr y co{ i mz ��i �Z cg C) mc_Z 0, Q Z Y .� O>Z> ^\ 8XEA Z Y Oy OD Cy> N C \) _ / �f XMo 0 00 w�^—J+mtiC / D o vy �C)0 In0 0vZ=o nzZ0 y � 0� O o 7 m 0.Yy i1t=O � / N•O xZ0-0 "J N C O M c > I p r�' o m 0 r O m O• ht _'.I m O y y Mm os It < F 00j oU � ;'0.% CC O p M. LLJ U$4� CL O0 M� I W U co w r LJ Z Q m W o K U M N O d0 MN o Qo__ QW �a� a � F F- c� Q co f' w = w WR' 2' d F- .-WH YZ y� J> H M W H LLI Q N ISO J S z N� -� Q N �yb N W o N W o Q LLJ ` I W x N0 0 CO Oj Q /j0 0 0 p a W Z o 0 0 0 U 1"r1 V 0 Li m W 0 N > > a O 3 � N J O y� M M •Y� to <n a Onp Cpp^ 6 pt•y' ./���r1• K �N p VAIiM� > <O n •T. W Ovp qk << V ypZX W << < V= W n 3�V�S NVId-311S 30VNIVHO V NOISM 'STN FRUM ALPINE DRILLING FAX NO. 907 345 0202 Aug. 27 2003 07:55PM PI -a --^ ' STATE OF ALASKA DEPARTMENT OF NATURAL RESOURCES DIVISION OF MINING & WATER MGMT WATER WELL RECORD I nPATinra nc win I BOROUGH suaOrytSION LOT BLOCK SECTION OTRS SECTION TOWNSHIP RANGE MERIDIAN �} ❑N ❑E J ❑S ❑W LOCATION/SKETCH: WELL OWNER: a2. DEPTHS MEASURED FROM:❑casing top ❑ground surface WELL DEPTH: DATE OF COMPLETION Depth of hole: ft Depth of casing: ft —11—/ 11 .f BOREHOLE DATA: Depth Material Type and Color From To .. +� DEPTH TO STATIC WAT LEVEL: iop .. !.� ft below j of casing ❑ ground surface Date: � / . J�i4q- .L_ �3_ - 1 r Q � _ METHOD OF DRILLING: 0 air rotary ❑ cable tool METHOD ❑ other USE OF WELL: ❑ domestic ❑ irrigation ❑ monitor ❑ public supply ❑ other CASING STIC -U ft. Diem: fJ in. to ..5 ft Casing type: in. to it WELL INTAKE OPENING TYPE: Z open end ❑ screened ❑ perforated ❑ open hole Depths of openings: to ft SCREEN TYPE: Diem: in. Slot/Mesh Size: Length: ft GRAVEL PACK TYPE: Volume used: Depth to to 6 GROUT TYPE•lume. �O Depth: from ft to ft DEVELOPMENT METHOD: Duration: P MPIN LEVEL AN! Y1 d . ft after hrs pumping .sR 9�gpm PUMP INTAKE DEPTH: ft Horsepower: WELL DISINFECTED UPON COMPLETION? ' YES ❑ NO CONTRACTOR INFORM TI.ON:_ REMARKS: ? R�y t�y�cela Hu mess m ; ,/[�j(}f�I! �..j PLEASE MAIL WHITE COPY OF LOG TO: jf Y,;V U�✓ "�'t/•j. y 'f •��y _ ONRIDIVISION OF MINING _& WATER _MGMT ignature of Authonzed Respres tative Date 3601 C St, suite Boo Anchorage, Ak 99503-5935 S & S ROBERT C. COWAN, P.E. �111E�12111G ROBERTA. SHAFER, P.E. A CIVIL ENGINEERS (907)694-2979 Date FAX(907)694-1211 : � � / �J �n � HEALTHAUTHORITY APPROVALS Municipality of Anchorage SEWER&WATER DEPARTMENT OF HEALTH AND HUMAN SERVICES MAINExTENSIONS 825 L Street P.O. Box 196650 Anchorage, Alaska 99519-6650 SEWER& WATER INSPECTION REFERENCE: -DT / t3 1-o C --j< "-7 NX,A 0/S# Vh'L-L-f y ENGINEERING STUDIES ANDREPORTS The septic inspections for the ref renced property were performed on Jp /b 0/ and 00%i7%l /o��� e: Prior to submitting the On-site Wastewater Disposal System and/or Well Inspection Report we are waiting for the Fd 0,v rs,+ )' 10 � /As 941;1-r to be WELL &FLOW TEST TION completed. IIVA. vo y If we may be of further service please contact us. SREPLANS sincerely,ROAODESIGN 4&Z7�1 Robert C. Cowan, P.E. SOILTEST PERCOLATION TEST STRUCTURAL& MECHANICAL INSPECTIONS ONSITE WASTEWATER DISPOSALSYSTEM DESIGN 17034 NORTH EAGLE RIVER LOOP • SUITE 204 • EAGLE RIVER, ALASKA 99577 1l micipality of Anclioragc Aavao Department of Health and Human Services 825 U' Street Rick Mystrom, P.O. Box 196650 Anchorage, Alaska 99519-6650 Mayor 343-4744 September 11, 1997 Laurita Hefner 1301 Bannister Drive Anchorage, Alaska 99508 3925 Subject: Lot 1 Block 9 Paradise Valley Subdivision Permit #SW960292, PID 4020-414-15 The subject permit, issued September 11, 1996 by this office for a single family well and/or on-site wastewater system, has expired as of September 11, 1997. A new permit must be obtained from this office for a well and/or on-site wastewater system NOT installed by the expiration date. If you have drilled the well, a well log must be sent to this office for documentation of the installation and to close the permit. If a licensed Professional Engineer has inspected the installation of the on-site wastewater system, the original as -built inspection report must be sent to this office for review, approval and documentation. All inspection reports must be submitted within 30 days of construction completion. When applying for a new permit, the fees are: $320.00 for an on-site wastewater permit; $120.00 for a well permit and $440.00 for a combined on-site wastewater and well permit. If you have any questions, please call this office at 343-4744. Since ely, 61 Ja s Cross, P.E. Program Manager On-site Services enc: Copy of Permit cc: S & S Engineering Municipality of Anchorage MEMORANDUM DATE: June 5, 1985 TO: All On -Site Services Staff & Support Staff FROM: Division Manager, Environmental Health SUBJECT: Paradise Valley As a result of a joint meeting between representatives of this Department, Alaska D.E.C., and Public Works on this date, the following will be in effect until further notice: All permit issuance on Blocks 7, 8, 9, and 10 is frozen until drainage problems are resolved. Permit applications for other blocks will continue to be accepted at the counter and reviewed by me or my designee. Those applications must include a suitable soil test and a site plan showing proposed well and sewer installation locations and dimensions as well as information on all surrounding sewer systems and wells. I will review these applications for con- formity with existing and potential future development. Exceptions to the above will only be authorized by me in conjunction with review by Public Works and Keith Bandt. Under no circumstances will any per- mits be issued without the above review. Robert W. Robinson Division Manager RR6/ka/dEH4 MUNICIPALITY OF ANCHORAGE DEPARTMENT OF HEALTH AND HUMAN SERVICES P.O. BOX 196650, 825 "L" STREET, ROOM 502 ANCHORAGE, ALASKA 99519-6650 ON-SITE WELL AND WASTEWATER DISPOSAL SYSTEM PERMIT PERMIT NUMBER:SW960292 DESIGN ENGINEER:S & S ENGINEERING OWNER NAME:RIGHARkZ CRICK* OWNER ADDRESS:PO BOX 141993 ANCHORAGE, AK 99514 PARCEL ID:02041415 LEGAL DESCRIPTION: PARADISE VALLEY BLK 9 LT 1 LOT SIZE: 19918 (SQ. FT.) NUMBER OF BEDROOMS: 1 THIS PERMIT: 1 THIS PERMIT IS FOR THE CONSTRUCTION OF: DISPOSAL FIELD /SEPTIC TANK / WELL SYSTEM ALL CONSTRUCTION MUST BE IN ACCORDANCE WITH: PAGE 1 OF 1 DATE ISSUED: 9/11/96 EXPIRATION DATE: 9/11/97 1. THE ATTACHED APPROVED DESIGN. 2. ALL REQUIREMENTS SPECIFIED IN ANCHORAGE MUNICIPAL CODE CHAPTERS 15.55 AND 15.65 AND THE STATE OF ALASKA WASTEWATER DISPOSAL REGULATIONS (18AAC72) AND DRINKING WATER REGULATIONS (18AAC80). 3. THE ENGINEER MUST NOTIFY DHHS AT LEAST 2 HOURS PRIOR TO EACH INSPECTION. PROVIDE NOTIFICATION BY CALLING 343-4744 ( 24 HOURS ) (NOT REQUIRED FOR WELL ONLY PERMIT) 4. FROM OCTOBER 15 TO APRIL 15 A SUBSURFACE SOIL ABSORPTION SYSTEM UNDER CONSTRUCTION DURING FREEZING WEATHER MUST BE EITHER: A. OPENED AND CLOSED ON THE SAME DAY B. COVERED, SEALED AND HEATED TO PREVENT FREEZING 5. THE FOLLOWING SPECIAL PROVISIONS. SPECIAL PROVISIONS: THE SAND USED IN THE 4 FT. FILTER LAYER MUST BE FROM AN MCN APPROVED SOURCFf O�Z IUSY HAV5eA SIEVE ANALYSIS. RECEIVED BY: DATE: cr(/ 3/16 ISSUED BY: �G��/ ��y — DATE: l HEALTHAUTHORITY APPROVALS SEWER & WATER MAIN EXTENSIONS SEWER & WATER INSPECTION ENGINEERING STUDIES AND REPORTS WELL INSPECTION & FLOW TEST SITE PLANS ROAD DESIGN SOILTEST PERCOLATION TEST STRUCTURAL& MECHANICAL INSPECTIONS ONSITE WASTEWATER DISPOSALSYSTEM DESIGN S&S\ ,-ineenTng August 28, 1996 MUNICIPALITY OF ANCHORAGE Department of Health and Human Services P.O. Box 196650 Anchorage, AK. 99519 REFERENCE: Lot 1, Block 9, Paradise Vallley S/D ROBERT C. COWAN, P.E. ROBERTA. SHAFER, P.E. CIVIL ENGINEERS (907) 694-2979 FAX(907)694-1211 Request you issue a permit to drill a well and install a septic system to serve the proposed one bedroom house on the referenced property. A test hole was excavated and percolation test performed. The approximate location of the test hole is located on the attached site plan. At the time of excavation water was encountered in the test hole at 6 feet and after seven day ground water monitoring, water was found to be at 6 feet. This property has enough area for a future septic upgrade which can be seen on the attached site plan. We do not anticipate any adverse effects on neighboring wells, septic systems or drainage patterns by the installation of the proposed septic system. If you require additional information, please contact us. Sincerely, —&J7 4� Robert C. Cowan, P.E. RCC/gk Enclosure -NMUIVICIp k NMA Ur} OR SCE NrqL SE �O c� 3 DIVISION SEP 04199s RECEIVEL 17034 NORTH EAGLE RIVER LOOP • SUITE 204 • EAGLE RIVER, ALASKA 99577 �` 2 C.� 3 [/ CO4. LLW 1 ��L U6wz O• u � 00, LLJ m rn a O / F _00 ~ �V / U) O WE - PEI I in 00 V) 00 / Loz W 0 4�' Ld / Q Yaw —Wap(n0w J O � i i -7 �D ins Ol NJbg.(3S .00 L /J / / 4Cb l / . \ J Qom^ ~O T ^ h/ p \ / r O � w � \ , Jo�z \ \ 0 a 1� WELL RAD ' Oa -i-i dcnW \ \ 0., Z�4 �_Ocne- a 3 a -W \ I ILw cc \ J rT \ \ HARM MBIA NH(IIO0 WINVOVA 3lVOS Ndld 3115 I 09 = „L cl:;�;a *mon O �C pom0 x y T DZA ro - D W.] 000 CO >F c! -3 z -< { n x� Xr0.Z1 Z O m zwro <�p C > ccn aoz o 3,1M y o o z M SITE PLAN DESIGN J�wO(nI'D C /MU)\\ - POUnoN r =�--4 m QIO Dr�mM f� / �� C� Lam] / D \ D D N D N o hh� G-) m n I = -D --qF n o>^o� DOD II II O AZN��tnm M m II cn�o 0 D O i O S 000rZ7)Ut rri o�cnmN - o\\D--- I `<2DOD zoo=o o in Z GOLDEN co r� a C�7 z � O r b n 1Na,. N C) /MU)\\ Ati ,) Lam m d / �� C� Lam] / Tr rrn �C•r(l hh� r� V W q n o>^o� ytrj AZN��tnm U -1-N A OZQ uU) Z 1Na,. 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I o Z ® r Fri— r -am A �Z m tTj D� _ Am vr(n �m �M_ m / vN CJ ! cn I D o w m cn I I 00 tmo K K I N Z m Z /w r" - -0 In <O-0 m D m '9 M A I N m D w r I mI Om A 0 o m w m I r f A '� m w I I D 0 n E s m {i f� (°4 OR Pte••' e Municipality of Anchorage rte C�+ '.I! DEPARTMENT OF HEALTH & HUMAN SERVICES j Zt t 9th ` 825 '•L" Street, Anchorage, Alaska 99502-0650 jr ...... •N• '"' " SOILS LOG — PERCOLATION TEST ROBERT C. COWAN .v PERFORMED FOR: R' C"it 4'1"6 C' 41 r< DATE, PERFORMED.l�tl cc6 Wim•. ��` L� 7— I LUG -K n k�•�� �+��I• LEGAL DESCRIPTION: Put 4 piS'i Vft L& f y Township, Range, Section: DEPTH SLOPE SITE PLAN 1 2 3 4- 5 5 7S 8- 9 - 9 to— (FEET) 441 Q V l 4 C1+�&� � 5g' �. y 6R IC-J p Sri'r°1iT 4 SyK'd (A F'ZAcY()khU fi)LC-K (3LokoCAC i 0 S - -7 " •7 C1 10 WAS GROUND WATER Y S ENCOUNTERED? 11 s IF YES, AT WHATL DEPTH? C O 12 P E — # Depth to Water After / / /� 13 Monitoring? Date:1 i7 b 14- 15- 16- 17 4151617 18- 11 Reading Date Gross Time Net Depth to Net Time 'Water Drop R Ju/a'H i 0 S - -7 " •7 C1 20 PERCOLATION RATE (minutes/inch) PERC HOLE DIAMETER 6 TEST RUN BETWEEN �' FT AND 3 FT COMMENTS PERFORMED BY: S & S ENGINEERING I IL-- CERTIFY THAT THIS TEST WAS PERFORMED IN 17034 Eagle River Loop Road No. 204 /0 /t A S - ACCORDANCE WIT944I1NW €AfQRAL §"kL GUIDELINES IN EFFECT ON THIS DATE. DATE: 72.008 (Rev. 4/85) S& ON-SITE WASTEWATER DISPOSAL SYSTEM CONSTRUCTION PRACTICES and MATERIAL SPECIFICATIONS HEALTHAUTHORITY (REFERENCE: Lot 1, Block 9, Paradise Valley S/D APPROVALS August 28, 1996 ROBERT C. COWAN, P.E. ROBERTA. SHAFER, P.E. CIVIL ENGINEERS (907) 694-2979 FAX (907) 694-1211 SEWER&WATER MAIN EXTENSIONS e p p 1. Thscope of this project includes the installation of a 1250 gallon septic tank effluent pumping (S.T.E.P.) and pressurized five foot wide drainfield to serve the proposed one bedroom residence located on the SEWER&WATER referenced property. INSPECTION 2. Construction shall be in accordance with the approved site plan and design drawings, Municipal permit with any special provisions or conditions, and all ENGINEERING STUDIES applicable State and Municipal Wastewater Disposal AND REPORTS Regulations. 3. The contractor shall be responsible for obtaining any necessary underground utility locates. WELL INSPECTION &FLOW TEST 4. Unless specifically agreed otherwise, the property owner shall be responsible for final grading areas subsequently depressed from soil settling. SITE PLANS 5. Contractors installing wastewater disposal systems must be certified by the Municipal Health Department for system installations. Owners installing their own systems must also receive prior approval from the ROAD DESIGN Municipal Health Department. EPTIC TANK INSTALLATION: SOIL TEST 1. A septic tank is to be constructed by a certified septic tank manufacturer. Construction shall include two 4" cleanouts for pumping access. PERCOLATION TEST 2. The septic tank shall be sufficiently bedded to prevent settling or shifting of the tank. 3. All standpipes on the septic tank shall extend a STflUCTURAL & MECHANICAL minimum of 12 inches above final grade. INSPECTIONS ONSITE WASTEWATER DISPOSALSYSTEM DESIGN 17034 NORTH EAGLE RIVER LOOP • SUITE 204 9 EAGLE RIVER, ALASKA 99577 Page Two Lot 1, Block 9, Paradise Valley SID August 28, 1996 4. Septic tanks installed with less than 4 ft. of cover shall be insulated. 5. A foundation cleanout shall be installed one to four feet from the building foundation. 6. Final grading over the septic tank shall be such that a positive slope exists away from the septic tank. ABSORPTION TRENCH/DRAINFIELD INSTALLATION: 1. Excavate the proposed trench to the dimensions shown on the design. The bottom of the excavation shall be within 2 inches of level. If the sidewalls of the excavation become smeared, they must be raked or scratched (ruffed -up) before gravel (sewer rock) placement. 2. once the gravel is installed, the distribution pipe is to be installed level with the holes faced downward. The distribution piping is to be of PVC (ASTM D3034 or equal). All joints are to be solvent cemented. Gravel is then to be placed over the distribution pipe to provide a minimum of 2 inches of cover over the pipe. 3. A silt barrier must be installed between the final gravel layer and the native soil backfill. Ensure the silt barrier covers the entire gravel surface before placing backfill. 4. Monitor tubes shall be of four (4) inch diameter, installed approximately in the locations shown on the design, and extend a minimum of 12 inches above final grade. The portion of the monitoring tube extending through the gravel shall be perforated from the bottom of the trench to the invert of the distribution pipe. This is equivalent to the effective depth of the gravel as noted on the design. Page Three Lot 1, Block 9, Paradise Valley S/D August 28, 1996 5. Backfill over the final gravel layer must not be less than twenty-four (24) inches. Insulation must be installed when the backfill depth is less than thirty-six (36) inches. The finish grade over the trench must be mounded to prevent the formation of a depression after settling. MINIMUM MATERIAL SPECIFICATIONS: 1. Any septic tank proposed for installation must be constructed by a Municipally approved septic tank manufacturer. 2. The following pipe materials are approved for use in septic system installations in the Municipality of Anchorage: Type of Pipe Perforated Solid Cast Iron Yes Yes ASTM D3034 (PVC) Yes Yes ASTM F810 (HDPE) Yes No ASTM D2662 (ABS) Yes Yes Use of a type of pipe other than listed above must be approved by the inspecting engineer. 3. Insulation shall be at least 2" thick extruded direct burial polystyrene (Dow Chemical Company Styrofoam HI or equal). 4. Septic tank inlets and outlets shall be fitted with watertight couplings (Caulder, Fernco, or equal). 5. A permeable nontoxic silt barrier (Typar 3401, Mirafi 140N, or equal) must be installed between the final leachfield gravel layer and the native soil backfill. 6. All leachfield gravel (sewer rock) shall be 0.5"-2.5" screened gravel with less than 3% passing the #200 sieve. 7. When sand is being used as a filter material, its gradation specifications must conform to current M.O.A. or D.E.C. requirements, which ever specifications applies. Page Four Lot 1, Block 9, Paradise Valley S/D August 28, 1996 INSPECTIONS: Typically there will be a minimum of three (3) inspections required during the installation of the wastewater disposal system. These inspections will occur as follows: 1. The first inspection must be conducted after the excavation of ditches, pits, trenches, or beds and before the installation of any gravel. A septic tank may be set in place, but may not be backfilled before this inspection. 2. The second inspection must be conducted after the placement of the silt barrier, gravel, distribution lines, standpipes, cleanouts, and insulation, but before the placement of any other backfill. 3. The final inspection is to occur upon final grading of the property. Often there will be more than these 3 inspections required. Especially with the installation of multiple trenches, sand filters, pressurized distribution systems, etc. Thus, the inspecting engineer is to be contacted at least 24 hours prior to the start of construction. If necessary, a pre -construction meeting will take place on-site. The inspecting engineer will not coordinate, direct or control in any way the contractors activities. The owner shall contract with the contractor to perform the work outlined in these specifications and plans and in accordance with the attached M.O.A. permit. There will be no contractual arrangement existing between the contractor and S & S Engineering. S & S Engineering shall be the owner's representative and will inspect the work as stated above to document the contractors activities. Final acceptance of the contractors work rests with the owner and the M.O.A. Page Five Lot 1, Block 9, Paradise Valley SID August 28, 1996 S & S Engineering shall have no liability to the owner or to others for acts or omissions of the contractor or any other persons performing work on this project or the failure of the contractor to carry out the work in accordance with these construction documents. S & S Engineering's inspecting engineer will not be responsible for the construction means, methods, techniques, sequence, procedures or the safety precautions incident to this project. CONTRACTOR/INSTALLER Municipality_ of Anchorage u Development Services Department Building Safety Division On -Site Water and Wastewater Program 4700 South Bragaw St. P.O. Box 196650 Anchorage, AK 99519-6650 www.ci.anchorage.ak.us (907) 343-7904 CERTIFICA T E OF HE, AUTHORIYAPNK�VI►Lr�H I -OR A SINGLE FF-AWLY DWELLING Parcel I.D. 020-414-15 1. GENERAL INFORMATION Complete legal description. IiAA O �I 14(v _ Expiration Date: _ 102 - ,S- O 3 Lot 1; Block 9; Paradise Valley Subdivision 910 Goldenview is 1�y \ � q_ Location (site address or directions Current Property owner(s)' Kurt Wong Day prone M345-4401_ Mailing address 12810 Mission Cir. Anchorage, AK 99516 carsr•ML Hvorom/ Lending agency FAR 4o Hs o_ nu c. Day phone _ _:I. 605'- d 7 S$ 5-2. T - 5T 6V.4X) Mailing address D o If w- ry - _ dry r"J r Rn- �N , _� 9 0 Peal Estate Agent �- Day phone Mailing Address // Unless otherwise requested, HAA will be held by DSD for pickup. �� q 4S /o 3 2. NUMBER OF BEDROOMS: 4 3. TYPE OF WATER SUPPLY:' TYPE OF WASTEWATER DISPOSAL: individual Well MK Individual Water Storage ❑ Community Class Well ❑ Pubic Water System ❑ Individual On-site }❑ Individual Holding tank ❑ Community On-site ❑ Public Sewer ❑ The Municipality of Anchorage Development Services Department (DSD) Issues Certificates of Health Authority Approval (HAA) based only upon the representations given in paragraph 4 by an•independent professional civil engineer registered in the State of Alaska. Certificates of Health Authority Approval are required for the transfer of title (except between spouses) for properties served by a single-family on-site wastewater disposal andlor water supply system. DSD also issues HAAs upon request to homeowners. Certificates of Health Authority Approval are valid for 90 days from the date of issue for properties served by a private or Class C well and may be reissued with new water sample results, (Certificates may be reissued for a period of up to one year with valid water samples.) Certificates are valid for one year for properties served by Class A or B wells or a public water system. The Municipality of Anchorage is not responsible for errors or omissions in the professional engineer's work. 4. 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 Health Authority 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. -Namc of ri1-n-1 S •& S Engineering Address 17034 " ri)v11a 694-2979 N. Eagle River Loop Ste. -204 Eagle River,'AK 99577 Engineer's Printed Name Robert C. Cowan Date �?/a 3103 OF rtGi&3E4 5. DSD SIGNATURE �r1„� eosear c COWAN c, ti CE - 8801 r ,, �f�a�,- Approved for bedrooms. �•........... .• Disapproved. 1 Conditional approval for bedrooms, with the following stipulations: Additional Comments �,Z: • ••,�y, �-.a - 9N -SITE -v,- —AASTEWATER. PROGRAM Attachments: HAA Checklist X Maintenance Agreements Septic System Advisory Supplemental Engineer's Report Well Flow Advisory Other By: / Original Certificate Date: 111". 01102) Municipality of Anchorage Development Services Department Building Safety Division On -Site Water & Wastewater Program 4700 South Bragaw, St. P.O. Box 196650 Anchorage, AK 99519-6650 www.ci.anchorage.ak.us (907)343-7904 HEALTH AUTHORiTi APPROVAL C HEOKLIST Legal Description: L 0 7- 1 ' d Loc -A q Pfi.Q•4d/ S E V/���Cy s� P@rcel ID:0a-0 - -tI y- I S - A. WELL DATA Well type PRm frt- Date completed 111 T/ q 7 Total depth 30.S ft. If A, B. or C provide PWSID # _ Well Log &M) y>F s Sanitary seal ®/N) y* -S Wires properly protected ON) Y415 -F -0 8"Qar-K Cased to %.r 71t- Casing height (above ground) 8f in. FROM WELL LOG Date of test 7 / IIIslg7 Static water level i i Well production • S- g.p.m. I WATER SAMPLE RESULTS: AT INSPECTION 5-AS10z g ft ey ARR°w &,"A -- $ wK�� SER✓�c� 0-39 _ g.p.m. Coliform D colonies/100 ml. Nitrate a ♦ `1`I mg./I. Arsenic: —' mg./I. Date of sample: Si—ts'/ 0 3 B. SEPTICIHOLDING TANK DATA Tank Type/Material - 'S: T. 11, - P. / S7- 4,.4- L Tank size.) S° gal. Number of Compartments 4) - Foundation Foundation cleanout 0'N) YE J {Depression over tank (Y&i ° Date of pumping N1g - N 4 w Pumper Other bacteria $0 colonies/100 ml. Collected by: S i S ENGINEERING 17034 Eagle River Loop Road No. 204 Eagle River, Alaska 99577 Date installed / 0 b9 /V I Cleanouts &N) Yt°- I High water alarm ON) C. ABSORPTION FIELD DATA Date installed %© /17 /o / Soil rating (g.p.d./ftZ r fefbdrm) o�- a System type 0. S, F. Length 3 ft. Width ft. Gravel below pipe O • D S ft. Cry S�i�e li�rrah Total depth S ft. Eff. absorption area IIX ft' Monitoring tube t -J Depression over field Date of adequacy test NI'A - f''rt w Results (Pass/Fail) — Fluid depth in absorption field before test _ in./Water added_ gal. Elapsed Time: _ min. Any rejuvenation depth __ in. Absorption rate >= 12 mo.) (YIN & type) For _ bedrooms New depth_ in. If yes, give date g.p.d. D. LIFT STATION Date installed 10 "Pump on" level at y 33 in. Datum f3 o rr°'"l E. SEPARATION DISTANCES Size in gallons /5"o`0 D "Pump oft" Ievel at 33 in. Cycles tested :2 SEPARATION DISTANCES FROM WELL ON LOT TO: Septic tank/lift station on lot % 1 G Absorption field on lot Public sewer main Sewer /septic service line ;1- S- r4- Manhole/Access (9/N) High water alarm level at A S in. Meets alarm & circuit requirements? y*.. r On adjacent lots On adjacent lots Public sewer manhole/cleanout V14 Holding tank "IA SEPARATION DISTANCES FROM SEPTIC/HOLDING TANK ON LOT TO: Building foundation r Property line aZ Y f Absorption field s~ , Water main N f'!� Water service line a f f Surface water Wells on adjacent lots 1 DO r4 - SEPARATION DISTANCE FROM ABSORPTION FIELD ON LOT TO: r � Property line Building foundation /y Water main .41/4 Water Service line /0 !- Surface water / 0 0 + Driveway, parking/vehicle storage S -f- Curtain drain Kwwwfl Wells on adjacent lots /00 ff F. COMMENTS G. ENGINEER'S CERTIFICATION I certify that I have determined through field inspections and review of Municipal records that the above systems are in conformance with MOA HAA guidelines in effect on this date. Engineer's PrintedName IQ 0,8 g / / Date ;18103 HAA Fee $ 37 S. v u Date of Payment 8/ a l0 3 Receipt Number o4o 9 o 6 (Rev. 12101) F U 1'} peX ROBERT C. COWAN !* CE - 8801,x• "r 1 Waiver Fee $ / -f O • e� Date of Payment S /)k- r /a 3 Receipt Number O Y o 4 O C -� Municipality of Anchorage o r'fi C r_< Development Services Department Building Safety Division ,,, i On-Site Water and Wastewater Program 4700 Bragaw Street P.O. Box 196650 Anchorage, AK 99519-6650 www.ci.anchorage.ak.us (907)343-7904 Water Well Advisory Health Authority Approval # 030446 During a recent Health Authority Approval on-site inspection and test of the potable water supply well on Block 1, Lot 9 of Paradise Valley subdivision, the well's productivity was determined to be 0.88 gallons per minute. The minimum well productivity required by this Department (AMC 15.55) for a 4 -bedroom residence is 0.42 gallons per minute. Although the subject well currently exceeds this minimum requirement, all parties concerned are advised that the production capacity of the well may fluctuate. Restriction of non-critical water uses such as washing cars and watering lawns and gardens may be required. This advisory must be attached to all copies of the subject Health Authority Approval. WALTHAUTHORTTY APPROVALS SEWERMATER WATER MNNEXTENSIONS SEWER& WATER ISPECRON ENGINEERING STUDIES ANDREPORTS WELL INSPECTION & FLONTEST SITE PLANS ROAD DESIGN SOIL TEST PERCOLATION TEST STRUCTURAL& MECIWIICAI. INSPECTIONS ONSITE WASTEWATER DISPOSALSYSTEM DESIGN S&S� pneeRMG ROBERT C. COWAN, P.E. ERS August 22, 2003 (907)694-2979 FAX(907)694-1211 MUNICIPALITY OF ANCHORAGE Development Services Department P.O. Box 196650 Anchorage, AK 99519-6650 REFERENCE: Lot 1; Block 9; Paradise Valley Subdivision Request you grant a waiver on the referenced property for the horizontal separation distance between the leachfield and the north property line at I foot. We do not anticipate any adverse effect on the adjacent propertyC Ro w) . If you require additional information, please contact its. Sincerely, Robert C. Cowan, P.E. RCC/ts 17034 NORTH EAGLE RNER LOOP 3 SURE 204 � EAGLE RLVER, ALASKA 99577 Municipality of Anchorage Mark Begich, Dl(tyor Building Safety Dix-isioll P.O. Ik)x 196650 • 4700 I3ragaw Street Anchorage, Alaska 99519-6650 • (907) 343.8301 • Pax (907) 343.8200 8/29/2003 S & S Engineering Robert Cowan 17034 N. Eagle River Loop Suite 204 Eagle River, AK 99577 Subject: Waiver Request for Paradise Valley Block 9 Lot 1 Waiver Request #WR030077 Parcel ID #020-414-15 HA030446 Dear Robert Cowan: Your request for a waiver of the required 10 feet horizontal separation from the absorption field to property line has been approved. The approved separation distance is 1 feet. This waiver approval applies to the existing absorption field to property line separation only. Any future upgrade to the on-site wastewater disposal system will require all separation distances be met or another approval from this department. If there are any further concerns or questions regarding this waiver, please call our office at 343-7904. Sincerely, Jeffrey W. Poet Engineering Technician On -Site Water & Wastewater Program Municipality of Anchorage *A1 Development Services DepartmentBuilding Safety Division On -Site Water and Wastewater Program 4700 Bragaw Street P.O. Box 196650 Anchorage, AK 99519-6650 www.ci.anchorage.ak.us (907)343-7904 Waiver Review Worksheet WR#:30 0077 PID#:020-414-15 HAM 030446 Permit#: Date Received:t8 29103 Legal Description: Paradise Valley Block 9 Lot 1 Engineer: S & S Engineering 17034 N. Eagle River L000 Applicant: Kurt Wong Waiver Requested: 1 foot from the Leachfield to the North Prooertv Line Criteria: Geology Points: A. Water Table B. Soil Sorption C. Permeability D. Water Table Gradient E. Horizontal Separation Total: Waiver is Granted: Waiver is not Granted. List Conditions or Reasons for above: Date: r'i — 3 ` O 3 By: C f Reviewer Rec#: 40906 Amount: $150.00 Date Paid: 8/29/2003 o ROMANIA Q 50 m z N p 0o (cHOR23 D / 2 N Q N o $legs .p3, \ cv Gy !U qL ti IF O ro mm to m O� .W a/ p N 4 0/If S+ zrry r ! Q 0X 0 f co G) ti z `95- JJ a c �O �m -/ 00 rn z W 3.3' Z , v 1 m O Z ON y Uv (� 9 0' IN / N /0. O O/ ' v ` ROOF r I m 50 E 86 30' �c a`oa W 23" Cli �R� ar r^ ° a 0 o'0-0 z (0 Mo — O r a N c p 0 p O 0 N j' C. Q- O m Y C0 DZ mrw �- N 0 cZ) v e r o p p jr<T o a .. - l< o m co v a �� n�� Z 0 +1�boZ1 K AS Z dig �I N rt.+N N'(D Q AVO •p ♦'1• N • �` < C O G7 (n < ili D C M O N O i w ti V / i ♦ i j� ♦ O I > r m m 0 0 rn am °'m 3• rtm am /o : ci(.• �-n� o w�m- m z n 2 a s a y 3 0 5. X 0 0 / 7 • • Vl _��cmi=. i° :ice / N Acn mo m o o °� o ♦♦(oma";w :• i o � z 0 3 £ . C] ~ — O N B •�� • Ar to� m mo`'" 40 1 yo �_ %�1 0 Lo m N sMvoon+• W A_ 00 O- D 0 3 O CT CX Cort$ 0 4' � � AUG -27 2Jd3 11:37A FROM: TO:6941211 P:1/1 WATERWELL -TEST PUMP REPORT Owner. k ` AddZre�s: Ze t 9 No _1C / Paro WellLacatlon: rf, Co rnet o 661 kU1iw A 0IMQ%nj_q, Well Information: Total Depth: 3 0-r " Depth of Casing: IS Screen From 'To Coming Sire: .7�- � . Screen Diam: Screen Slot: Remarks: oc k Pump Information ,p ������ Intake Depth: Pump Size) 1. ✓_ f.`_ Air Live Depth: _ Static Water Level: _J_Av. Discharge: GPM, Max Drawdwn: Pump On Time: 5--(7-(� ste: �G' Pump Off: Time: Date:,Zr—�" Time Water Level Flow GPM Remarks U Jig 02 1MLJ2LZ - 114 �retfa 4120LK 92' 041 6PIR, 0 t ADVANCED WASTEWATER TREATMENT SYSTEM MAINTENANCE AND REPAIR AGREEMENT MEMORANDUM OF UNDERSTANDING BETWEEN MUNICIPALITY OF ANCHORAGE AND -Q Y �r `t' ` c), —\n Ur LAj [) V%� THIS MEMORANDUM OF UNDERSTANDING made and entered into as of this LJ A - day of 20 0S by and between ,U E(L \oAJQ V1Q herein the "OWNER," and the Municipality of Anchorage, herein the "MUNICIPALITY." In consideration of the mutual covenants contained herein, the parties to this Memorandum of Understanding agree as follows: 1. ADVANCED WASTEWATER TREATMENT SYSTEMS. Municipality grants permission to Owner to utilize and operate an Advanced Wastewater Treatment System (AWWTS),described as located at QdYL`c�iS(i v�,l 1 L �Ait 1 t L '� c2�1`� , Anchorage, Alaska. 2. Definitions. A. Alteration. Any change to the design or function of an AWWTS that includes the installation or removal of any parts, components or pieces not included in the original construction permit and design. Prior to performing any alterations to an AWWTS the owner must obtain a Wastewater Disposal System Construction Permit from the Municipality pursuant to Anchorage Municipal Code (hereinafter, "AivMC") 15.65 B. Certificate of On -Site Systems Approval. An approval by the Municipality of existing water and wastewater disposal systems given at the time of property sale and title transfer in accordance with A.NIC PaQe 1 of 5 15.65. These approvals certify that the systems are adequate for the homes that they support and meet the codes that were in place at the time of system construction. C. Damage. Any man-made or natural change in a system that would inhibit the system from performing as designed. D. Maintenance and Repair. The scheduled and as needed replacement of existing parts, components and pieces of an AWWTS that were included in the original design which would allow the AWWTS to continue to perform as designed. E. Permit (Construction). An On -Site Wastewater Disposal System Construction Permit as defined by AMC 15.65. F. Permit (Operating). An Advanced Wastewater Treatment System Operating Permit. An annual permit, issued by the Municipality, that allows the Owner to operate an AWWTS, upon meeting all requirements of this agreement, the conditions of the "Operating Permit, the requirements of the On -Site Wastewater System Construction Permit and all relevant provisions of AMC 15.65. 3. Fee. Owner shall pay to Municipality an annual fee of '2_ Z (S_q_.00), payable on or before the issuance of the operating permit and annually thereafter. The annual fee is due on or before the anniversary date of the approval by the Municipality of installed system. Pase 2 of 5 4. Term. The term of this Memorandum of Understanding shall be for the life of the AWWTS. The term begins on the date of approval by the Municipality of the installed system and shall continue while the AWWTS system is in use or operational or until the property is sold or title is transferred by owner and a new certificate of on site approval is issued to the new owner or transferee of the property. 5. Alterations, Installation and Removal of Additional Equipment. Owner agrees not to make any alterations, removal of parts or additions to the AWWTS without a Construction Permit from the Municipality. 6. Maintenance and Repairs. A. Throughout the term of this Memorandum of Understanding, the Owner shall maintain AWWTS in good repair. In addition, it shall be the responsibility of the Owner during the term of this Memorandum of Understanding, and any extensions or renewals thereof, at the owner's sole expense, to pay for any and all: (1) repair(s), (2) maintenance, (3) adjustment(s), (4) replacement costs, and (5) inspection costs. Further, owner agrees to comply with all applicable ordinances, laws, regulations, rules and orders for the AWWTS. B. Owner agrees to provide the Municipality a written schedule of routine maintenance and repairs which have been performed on the system pursuant to the terms and conditions contained in the Owner's AWWTS Operating Permit. This schedule shall be submitted to the Municipality annually upon the renewal of the permit. The schedule of maintenance and repair contained in the Owner's AWWTS Operating Permit is: Page 3 of 5 C. Owner acknowledges that the fine schedule for failing to maintain and repair an AWWTS are codified in AMC 14.60. D. Owner agrees that only maintenance, repair personnel certified by the Municipality will inspect and make any necessary maintenance, repairs or permitted alterations to the systems. E. Owner agrees to grant the Municipality reasonable access to test and inspect the AWWTS upon 24 hours written notice. F. Owner agrees that any sale or transfer of title of the property will not occur without a new Certificate of On -Site Systems Approval. G. Owner agrees that the relevant provisions of the standard specification guidebook for AWWTS is the governing professional guidelines for the construction, maintenance and repair of the Owner's AWWTS. 7. Nonwaiver. The failure of either party at any time to enforce a provision of this Memorandum of Understanding shall in no way constitute a waiver of the provisions, nor in any way affect the validity of this Memorandum of Understanding or any part hereof, or the right of such party thereafter to enforce each and every provision hereof. 8. Amendment. A. This Memorandum of Understanding shall only be amended, modified or changed by a writing, executed by authorized representatives of the parties, with the same formality as this Memorandum of Understanding was executed and such writing shall be attached to this Memorandum of Understanding as an amendment. Page 4 of 5 w B. For the purposes of any amendment modification or change to the terms and conditions of this contract, the only authorized representatives of the parties are: Owner: I =o VAC: Anchorage: Purchasing Officer C. Any attempt to amend, modify, or change this contract by either an unauthorized representative or unauthorized means shall be void. 9. Jurisdiction: Choice of Law. Any civil action arising from this Memorandum of Understanding 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 Memorandum of Understanding. 10. Severability. Any provisions of this Memorandum of Understanding decreed invalid by a court of competent jurisdiction shall not invalidate the remaining provisions of the Memorandum of Understanding. OWNER: IN W.010A STATE OF ALASKA THIRD JliDICIAL DISTRICT MUNICIPALITY: By: ttttt c rrrr�r,,r Title: \``��,g dAN�re1+�'� Date: Qs�'�oTAR}�p --- ' o sue ss. JJ�jil '? I" The foreQoinQ instrument vas acknotiviedzed before me this I- day of 2001°, by the of 1805on behalf of Municipality of Ancho ge. , Paae 5 of 5 PVBL:1C FOR ALASKA