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HomeMy WebLinkAboutROSEBERRY RIDGE ESTATES BLK 2 LT 4P-osebery Ridge Estates Block 2 Lot 4 #050-315-18 Municipality of Anchorage .:W '',;•, Development Services Department \\\ Building Safety Division Onsite Water and Wastewater Program. 4700 Elmore Road P.O. Bax 196650 Anchorage. AK 99507 Page of www. ci.anchorage.ak.us (907) 343-7904 ON-SITE WASTEWATER DISPOSAL SYSTEM AND/OR WELL INSPECTION REPORT Permit Number. SWO60181 PID Number. 050-315.18 M.... Jason a Valerie Rampton Wastewater System: ❑ New ❑ Upgrade A a : 11045 Kaskanak Drive Eagle River. AK 99577 ABSORPTION FIELD • 3494197 R Of s � 6 P DW T� D slulMw Thsrlr 08W 13 a O Otnr SW ROM Tar DKMen MWtili Vw•: LEGAL DESCRIPTION 1.2 nP a 10 Fl. 91acx' Lap Saxvwrar DWM M P" mrr>n lmm WPW llr • orsW oegn ervrei PP•: 2 4 Roseberry Ridge Est 3 t, 7 FL TaaWvp'. RMq• seo>at Fe e00eU eeow aiPW Y.a•'. Dnwr L.qm'. 57 1-3 Ft. R. Well: © New ❑ Upgrade G•ra..pm: r•ncaa r.c 2 DWao orwan ner, >ta 3 Fr. FT. cavwrralnn!Fevre. A a. Q Tar D•M: Drvap la 109 109 Tar eow"m rer. 798 PV• MawW. ASTM D3034 PVC Private F,. FL FIS oft r Sullivan Water Wells Dr•preo. SWcwr Lara. 823104 15 rr. wrrir Alaska Earthmovers Dw wnaew. 1021-26/06 Cn+wRww�o•r.Dialw TANK 12 DPM Ft. >2 FL SEPARATION DISTANCES 0 Septic O Holding ❑ S.T.E.P. ❑ Other. To Fm m Septic Tank Absorption Field Litt Station Holding Tank lubiriPrivate s ewer urW atl1Bf Anchorage Tank T 2,000 Dr. Mas W. M aCa�pamvte. we• >10t7 >100' WA N/A >2T Steel Two (2) sarwe wra >100• >100' N/A N/A LIFT STATION La L•w ,g >10' N/A N/A w wyua 'qnq ai Mw a. 'rvro ar Mala Myi wra rwaa Fa•"rnn >S >10' WA N/A in h it, Fury MW a4oeel EMdtvllMpemvw prbmM by Care Dram None Noted Rs BENCH MARK Well Constructed in 2004 Under Permit No. SW040332. Loaiun.ia 0«acea� Alternate Site Constructed Along With Flow Diverter Valve. SE End of Retaining Wall at Top. wrewrt 100.0 FL Inspections performed by: A. Harala Dates: 1" tB2trzoD6 +���OFiAttl 2ne 10262006 • NF,......A�•9l►� �. P`,••,s '•••fir Development Services Department Approval ,:~• 4918 ,t Conditional Approval Date: 00'•• `••• "�' "" "' A. r.. . • Val A1IQIAEL E ANDERSON- a -4381 / Reviewed and approved by: r ��Date: � 7 0 0 liltfor � r I F 0 IF Permit Number. SWD60181 s Municipality of Anchorage DEVEOPMENT SERVICES DEPARTMENT 4700 Elmore Road Anchorage, AK. 99519-6655 - 343-7904 S ST21'500E 334.92' 21� e / ov /// / // �p // E S .c, Well ti !s by 00. S � Sle �? THP• 0I M2 M1i 1j t 10. • ROSEBERRY RIDGE ESTATES m LOT 4, BLOCK 2 Tv.CP 138.258 S.F. �P NIFICENT DR. 0 C3 PLAN AS -BUILT SCALE V = 80' Page 2 of 3 PID No. 050-315-18 DV 1 79.5'184.8' DV - Flaw Diverter Valve C - Cleanout M - Monitor Tube THP - Test Hole Pannone Municipality of Anchorage DEVEOPMENT SERVICES DEPARTMENT 4700 Elmore Road Anchorage, AK. 995196655 - 343-7904 On -Site Wastewater Disposal System or Well Inspection Report Permit Number. SWO60181 .85 85.4 h �N UU D 2,000 Gallon Septic Tank Page 3 of 3 PID No. 050-315-18 9.9 54' (Trench Length) ALTERNATE SITE '? 49th '•�'""` "I°" PROFILE AS -BUILT 4381 ' � � No. cc-4�et d No Scale ��� fserfifto 33rilling 3'o►9 by SULLIVAN DOC 00. dbe WATER WELLS PA.BOX6faZT4.CMK:Wt.AlASKA�� ' -•- .r- t7tnrtat DF urtD ZEE Ca '� ' '� r ADDRESS: �DcnD+��di �� lytc�d•af <ti��r OKM U` �r t ,Qgg��na�e of tssr•e�-lL-� is wet t�catad at appraed P tora6orR LV45 Zl t'O Method Of D VnT 40"ffllap U tante tool Depth CO watt _ l0q CasirgType vraatTt:amess D'aneler � ti,d,es, dem /L 4 icet llrvar Type: n1J.�S .£ wig Sbdw Above G+oura '2 feet static Water LO.Vt 157 fea ReoovPtFia��"�--9P� MethodO(14,12- weti walae op.,j O Type: bLat�i^d a open note 1 Saeenerk . Start fast Stopped feet ! L feet a Perkratir= start, :vim` c Y64me f eB,.Bi Dpth: from U foal. toy feet Wp0 DKI iected Upon Comptetion2 � t] NO McQrod d DisiriaGi= C Mt o <. • J JE 6-0 /P/tl d 9 C�4f �.,JC f:.c.CJP e •ctG-ta.s-� ' CoRl3-E" Slc`T i�Q.FJ4v. L.c.IE ;C�.4 -1 11 c7 S4ti;D rC4- VI C4. ft: L'A-TE 2 DMeft Nane i ? -9-( MUNICIPALITY OF ANCHORAGE DEVELOPMENT SERVICES DEPARTMENT 4700 BRAGAW STREET ANCHORAGE, AK 99519-6650 SOILS LOG - PERCOLATION TEST LEGAL DESCRIPTION: LOT 4, BLOCK 2, ROSEBERRY RIDGE ESTATES PERFORMED FOR: JASON AND VALERIE RAMPTON DATE: 10/26/2006 PROJECT No.: PARCEL ID#: TECIMCIAN: A. HARALA DE:PTII TEST HOLE 1 Irmo 7 --1 a. 0 0 WA OB/OG SILTY GRAVEL TO WELL GRADED GRAVEL a GM/GW WAS GROUND WATER ENCOUNTERED? No IF YES P WIIAT DI?PITT? DEPITI OF WATER AFTER MONITORING: 2% DATE OF MONITORING: SITE PLAN SEE SITE PLAN q 11 . 12 13 14-- 15- 16- 17- 18— 4151617 18 BOH @ 18' ILI PERCOLATION RATE• 3.8 (MINANCII) PERC. HOLE DIA 6. �INCHES) TEST RUN BETWEEN:: 4_5 FT. and 5_5 FT. COMMENTS: TEST HOLE PRE SOAKED PRIOR TO TEST. TEST PERFORMED BY ANDERSON ENGINEERING. 1, MICHAEL E. ANDERSON CERTIFY THAT THIS WAS PERFORMED IN ACCORDANCE WITH ALL STATE AND MUNICIPLE GUIDELINES IN EFFECT ON THIS DATE: 10/26/2006 READING GROSS TIME (MINUTES) NET IMEJ (MINUTES) DEPTH To INET WATER (INCHES) DROP (INCHES) TEST HOLE PRESOAKED PRIOR TO TESTING: 1 10:09 2.25" [10//26 2 10:19 10 5.00" 2.75" 3 10:20 2.13" 4 10:30 10 4.75" 2.62" 5 10:31 2.38" 6 10:41 10 5.00" 2.62" PERCOLATION RATE• 3.8 (MINANCII) PERC. HOLE DIA 6. �INCHES) TEST RUN BETWEEN:: 4_5 FT. and 5_5 FT. COMMENTS: TEST HOLE PRE SOAKED PRIOR TO TEST. TEST PERFORMED BY ANDERSON ENGINEERING. 1, MICHAEL E. ANDERSON CERTIFY THAT THIS WAS PERFORMED IN ACCORDANCE WITH ALL STATE AND MUNICIPLE GUIDELINES IN EFFECT ON THIS DATE: 10/26/2006 ANDERSON ENGINEERING P.O. BOX 240773 ANCHORAGE, AK 99524 522-7773 677-7766 FAX MEMORANDUM DATE: May 30, 2008 TO: Jeff Poet FROM: Mike Anderson, P.E. SUBJECT: Lot 4, Block 2, Roseberry Ridge Subdivision Certified As Built The following modifications have been made: 1. The bench mark elevation has been added. 2. THP (Test Hole Pannone) label has been added to the Site Plan. The 30' radius from this test hole covers one leg of the septic system. The test hole was monitored for 7 days through 5/28/04 and remained dry to 14'. Test Hole No. 1 was dry to 18' in October of 2006, one of the wettest times of the year. 3. Inaccurate elevations have been removed from the Profile As Built. May -28. 2008 8:19AM anderson engineering No. 5451 P. 1 MEMORANDUM DATE: October 17, 2006 TO: Joe Goodall FROM: Mike Anderson, P.E. SUBJECT: Lot 4, Block 2, Roseberry Ridge Estates Subdivision Permit No. SW060181 Revised Septic System Site Pian The owner of Lot 4, Block 2, R6seberry Ridge Estates Subdivision has decided to construct a 6 bedroom home on the lot Permit No. SWO60181 was originally issued for a.four-bedtoom home. We have therefore modified the design of the septic system to include a 2,000-gallori septic tank and a 64' long by 3' wide -by 7' effective depth absorption trench. The total depth of the system will be 10'. The test hole will be deepened during construction of the trench to verify no bedrock is present on the lot The log for the well currently In place on the lot indicates no bedrock was found to a depth of .110'. A copy of the log is attached for your review. If bedrock is found .at a depth less than'12' below the surface construction will be hatted and the system redesigned. Please revise the permit to Include the new six -bedroom home. SGS ReCN 1081567001 Client Name Anderson Engineering Project Name/N 412 Roseberry Ridge Client Sample ID NI Garage Utility Sink Matrix Drinking Water PWSID 0 Sample Remarks: All Dates/times arc Alaska Standard Time Printed DateMme 04/302008 9:25 Collected DateMme 04212008 12:49 Reeetvcd Date/time 04212008 15:30 Technical Director Stephen C. Ede Allowable Prep Analysis Pammetu Results POL Units McdW Container ID Limits Date Date Init Metals by ICP/MS Arsenic ND 5.00 ug/L CP200.8 C (<10) 0424/08 0428/08 NRB Waters Department Total Nitratc/Nitritc-N 0.948 0.100 Microbiology Laboratory Colony Count 0 Total Coliform 0 Fecal Coliform 0 mg/L SM20450ONO3-F D (<10) coVI00mL SM209222B col/100m], SM209222B taVl OomL SM209222B A (<200) A (<I) A (<I) 0424/08 LCP 0421/08 DLC 0421/08 DLC 0421/08 DLC 2005-23 ROSEBERRY RIDGE ESTATES LOT 4, BLOCK 2 136,258 S.F. S 89'21'50'E 334.92' �k�`" � • i v�Fi / / m 11 ss // / D!� RyETji Nc G—� i J SEPTIC SYSTEM GRAVEL DRIVE J, /o. tea: a sl.'0rn. r r, R=175.00' tL N0CENT DR, 5s 1"-100' AS -BUILT GASTALDI LAND SURVEYING, LLC JEFF A. GASTALDI, R.L.S. 2000 E. DOWUNG RD., SUITE 8 ANCHORAGE, ALASKA 99507 PHONE 248-5454 GRID I DATE NW0154 5/9/2008 F.B. JOB NO. 08-03 RRE42 I HEREBY CERTIFY THAT I HAVE SURVEYED THE PROPERTY DEPICTED ABOVE AND THAT NO ENCROACHMENTS EXIST EXCEPT AS INDICATED. IT IS THE RESPONSIBILITY OF THE OWNER TO DETERMINE THE EXISTENCE OF ANY EASEMENTS, COVENANTS OR RESTRICTIONS WHICH DO NOT APPEAR ON THE RECORDED SUBDIVISION PLAT. UNDER NO CIRCUMSTANCES SHOULD ANY DATA HEREON BE USED FOR CONSTRUCTION OR FOR ESTABLISHING BOUNDARY OR FENCE LINES. ANCHORAGE RECORDING DISTRICT, ALASKA NOTE: NO CORNERS SET THIS DATE ♦ � Of AL4S� # 49 Iti ? k•� :Jefferyry A. Gastold �. LS -6091 .AV .p "'�Ofessionat *140SILO* Municipality of Anchorage Development Services Department Building Safety Division Onsite Water and Wastewater Program 4700 South Bragaw St. P.O. Box 196650 Anchorage, AK 99519650 www.ci.anchorage.ak.us (907)343-7904 ON-SITE SEWER/WELL SUBMITTAL COMMENT SHEET To: Mike Anderson Legal description: Roseberry Ridge Estates Block 2 Lot 4 ❑Permit ❑C.O.S.A. ®Inspection Report The attached paperwork has been reviewed and is being returned for the following reasons: 1. System location, design, trench depth and trench alignment changed from permit. 2. 7 day water monitering. 3. Assumed elevation. 4. Well Log. Name of reviewer: Jeff Date: May 22, 2008 Please supply the necessary information and re -submit your request. LEAVE THIS FORM ATTACHED TO THE PAPERWORK MUNICIPALITY OF ANCHORAGE Development Services Department 1 Ya On -Site Water d Wastewater Program t 4700 South Bragaw Street �L P.O. Box 196650, Anchorage, AK 99519-6650 10 (907) 343-7904 ONSITE WASTEWATER DISPOSAL SYSTEM PERMIT Initial Date Issued: Jun 27, 2006 Expiration Date: Jun 27, 2007 Permit Number: SW060181 t2oSe6eRR`I NJjc- Parcel ID: 050-315-18 Legal Description: K ESTATES BLOCK 2 LOT 4 Design Engineer: 0062 PANNONE ENGINEERING SERVI( Site Address: 19151 MOUNT MAGNIFICANT CIRCLE Owner Name: JASON & VALERIE RAMPTON Lot Size: 136258 SO. FT. Owner Address: 11045 KASKANAK DRIVE Total Bedrooms: 4 Permit Bedrooms: 4 EAGLE RIVER. AK 99577 - This permit is for the construction of: ❑✓ Disposal Field ❑✓ Septic Tank ❑ Holding Tank ❑ Privy ❑ Private Well ❑ Water Storage All construction must be in accordance with: 1. The attached approved design. 2. All requirements specked in Anchorage Municipal Code Chapters 15.55 and 15.65 and the State of Alaska Wastewater Disposal Regulations ( 18AAC72 ) and Drinking Water Regulations ( 18AAC80 ). 3, The engineer must notify DSD at least 2 hours prior to each inspection. Provide notification by calling (907) 343-7904 ( 24 hours ). ( Not required for a Water Supply Permit only). 4. From October 15 to April 15, a subsurface soil absorption system under construction during freezing weather must be either: A. Open and closed on the same day. B. Covered, sealed, and heated to prevent freezing. Received B_ Date:y Go G Z9 - Issued By. ii / Date: f 1 7 J Municipality of Anchorage Development Services Department Building Safety Division On -Site Water and Wastewater Program 4700 Bragaw Street P.O. Box 196650 Anchorage, Alaska 99519-6650 www.muni.org/onsite (907) 343-7904 ON-SITE SEWER/WELL PERMIT APPLICATION FOR A SINGLE FAMILY DWELLING Parcel I.D. 1056-31519 Property owner(s) Jason & Valerie Ramoton Day phone Mailing address11045 Kaskanak Drive Eagle River Zip Code 99577 Site address 19151 Mount Magnificant Circle Zip Code 99577 Legal description (Sub'd., Block & Lot) Lot 4 Block 2 Upper Meadow Creek SID Legal description (Township, Range & Section) Lot Size 136.258 Sq. Ft. THIS APPLICATION IS FOR (® all that apply): Absorption Field IR Septic Tank ED Holding Tank ❑ Privy ❑ Private Well ❑ Water Storage ❑ Number of Bedrooms 4 THIS APPLICATION IS AN: Initial Upgrade ❑ Renewal ❑ 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. Pannone Services, LLC (Signature of property owner or authorized agent) Date of Payment: Date of Payment: Receipt Number: l�_ Receipt Number: (Rev. 11/05) Pannone Engineering Services, LLC Consulting Engineers June 16, 2006 Municipality of Anchorage Development Services Department On -Site Water & Wastewater Program 4700 S. Bragaw Street P. O. Box 196650 Anchorage, Alaska 99519 Subject: Lot 4; Block 2 Upper Meadow Creek S/D Septic System Permit to Construct Request Gentlemen: P.O. Box 102954 ge, Alaska, 99510 1071272-8211 Fax I am writing to request a permit to construct be issued for a new septic system for this property. The proposed systems will serve a proposed four-bedroom house. The existing well is located along the east property line approximately mid way, over 100 feet from the proposed septic system location and surrounding septic systems. It was drilled during the subdivision processes. The surrounding lots are served by private water systems and are over 100 feet from the proposed soil absorption system. 1. Soils. See the attached soils log. Ground water was monitored for seven days through the May high ground water period. Ground water was not encountered in the test holes nor found in the monitor tubes after the water -monitoring period. Bedrock was encountered in the test holes at a depth of four feet. A single percolations test was performed. It is my opinion that the overall soils appearance of the soils, an application rate of 1.2 gallons/day/square feet should be used using a conventional wastewater treatment system. 2. Trench Design. a. Percolation Rate: b. Application Rate: c. Number of Bedrooms: d. Design Flow: e. Min. Absorption Area: L Total depth: g. Effective Depth: h. Width: i. Reduction Factor: j. Minimum Length: k. Design Length: 1. Effective Absorption Area: m. Septic Tank Size: 1-5 Min Per Inch 1.2 gpdpsf 4 600 gallons per day 500 sf 8 feet above ground level 5 feet 2-3 feet 0.0 50 feet 50 feet 500 sf 1250 gallon Septic Page 2 of 2 3. Surface Water: There is no surface water within 100 feet of the proposed system. The proposed systems will maintain at least 100 feet from all surface water and drainage ditches. 4. Topography: The lot is steep. A contour map was developed in conjunction with the Subdivision process. It was used to determine the slopes in the area of the septic system. The septic system will be installed near the existing test hole in an area that has an approximately 15% slope. The proposed installation will not affect the future development of the surrounding or existing lots. There are no wells or septic systems within 100 feet of the proposed septic location. If you have any questions or concerns, please contact me at 227-3522 or 272-8218. Sincerely, r Steven R. Pannone, P.E. Civil Engineer Attachments: C:\Work\Letters\4-2 Upper Meadow Creek.001.doc PERMIT NO: DESIGN DRAWING P.I.D. NO: 050-31347 WASTEWATER DISPOSAL SYSTEM LOT 4 BLOCK 2 UPPER MEADOW CREEK SID AREA UNDEVELOPED NO WELLS OR SEPTICS WITHIN 200 FT PROPOSED PROPOSED 12509 48R HOUSE SEPTIC TANK � w PROPOSED PRIMARY SAS SOLF x 3W x VED, V TO PROPOSED RESERVE SAS SOLF x 3W x TED. STD AREA UNDEVELOPED NO WELLS OR SEPTICS WITHIN 200 FT NOTES: 1) All work shall be performed in accordance with AMC115.65. EXIST0 WELL I a 1 .2 AREA DEVELOPED / NO WELLS OR SEPTICS WITHIN 200 FT \ j •\ i \ i MOUNT MAGNIFICENT CIR. 3) Maintain 10'separation to all lot lines and proposed water lines. c .• �1� 2) Materials used shall be In 4) Lots served by private water accordance with those specified in system. No wells within 100' of •1� ••••••••=. 1 AMC15.65, Wastewater Disposal. proposed system. Steven R. Pannone JASON & VALERIE RAMPTON 11045 KASKANAK DRIVE EAGLE RIVER, AK 99577 EXISTG SEPTIC AREA PERC. RATE:4 MPI SOIL RATING: 1.2 gpd/SF (125 SFIBR) AREA ROD: 500 SF SAS: DEEP TRENCH, V ED SIZE: 50 LF x 2-3'W. VIED, 8' TD TOTAL AREA: 500 SF TANK SIZE: 1250 o Septic. PANNONE ENG. SVC, LLC P. 0. BOX 102954 ANCHORAGE, ALASKA 99510 227-3522 P, 272-8218 Fax TATE: 06.14-06 1PLAN PERMIT NO: DESIGN DRAWING DETAILS P.I.D. NO: 050.31347 WASTEWATER DISPOSAL SYSTEM LOT 4 BLOCK 2 UPPER MEADOW CREEK SID M3 IV BB'LL WIIHJ,3 '.'.p- m3rm3u w.r.� rfaaarr. .; z e� W O Z y. . O '. xouaavm w..v, c J.fJ.a:f U OAM3v31v •; � ' �• Lu 3W wvf» LU U) J_ LL r O z s p- 0 8 g6« a 3fA»0 8 s e ¢ r, c ' 3norna» aY 3no,/I3» � GN Q Z. F z a 8 "ou`a""ci c CFN :5,•' ♦♦ 49TM♦♦I �.....F. ...... ...i..... ♦♦' ♦ Steven R Pan�none� PREPARED FOR: PANNONE ENG. SVC, LLC ♦j ' P. O. BOX 102954 ice':, 2i ♦ 874 ♦1 ..�� JASON E VALERIE RAMPTON ANCHORAGE, ALASKA 99510 ..... ♦ `• .4 k. � �� 44� EAGLE RIVER, AK 99577 EAGLE RIVER, 227-3522 P, 272-8218 FaX DATE: 06-1406 DETAILS SCALE: NTS SOILS LOG - PERCOLATION TEST Performed For, Lee Coy Date Performed: 5/21/04 Legal Description+ Lot 4, Block 2 DEPTH (FEET) Organic GP W/ Gravel T.H. Groundwater? N( Depth Water Depth After Monitorino.-- Dater 5/28/04 # Date Gross Time Net Time Depth lNet Drop 1 3 0 -- 9' 4 - 2 .... 10 10 n1r. 6.5' 2.5 ' 7 - 5/28 Q' -- 9.5' -- 4 5/28 50 10 m1r. 7 10 - 11 5 5/28 12 -- 9.5' -- 13 - 5/28 • ••' ' 14 - 2.5 ' 15 - 16 - 17 - 18 - 19 - 20 - 21 - Organic GP W/ Gravel T.H. Groundwater? N( Depth Water Depth After Monitorino.-- Dater 5/28/04 # Date Gross Time Net Time Depth lNet Drop 1 5/28 0 -- 9' -- 2 5/28 10 10 n1r. 6.5' 2.5 ' 3 5/28 40 -- 9.5' -- 4 5/28 50 10 m1r. 7 2.5 ' 5 5/28 1 80 -- 9.5' -- 6 5/28 100 10 m1r. 7 2.5 ' Percolation Rate 4 m1n./Inch Perc Hole Diameter 6' Test Run Between 3' and 4' Commentst Performed By j`lorthRim 17 9. IS� CERTIFY THAT THIS TEST WAS Performed In Accordance with All Stt"6te/Municipal Guidelines In Effect ON THIS DATE. DATEt 5/28/04 NOR T M{=f�...M • TESTHOLE LOG T. H. 4/2 ENGINEERING 3 _ ......... /7237 Boor Por Circle • S � GEOTECHNICAL 5/28/04 13 of 7 May.28. 2008 8:20AM anderson engineering No -5451 ' � �tCertiiieb �riilt�g �.og by Doc CCL OR SULLIVAN WATER WELLS OMMOFt iial�iMD.IBHt �� SS.� Daleattss�e�.-LLQ-/-.��`-1 'iWCtDF?tTIF7GIIl0ei1di�8E7t��-��-�'T tS Wa l' ' ped atappoved poral bcaGon3 W ZIw lAettK�dotR9&*x Dobry Gobbw �rTrve �'�e. Yralt7t�kJat[ss � S"'� x�clrs DrmCkf trct�eS, de�IN f r 9 c�ngsrdwpaaaernx� �' rec shtizs�alar..oe• /r .,feet RC rwecap+ sbetoaof fill^ �vcnNt�concn:eTiveer;e Qopentbfz :l $QtxY1�, $Lxt feCt bd a n swat ty� stopacd bee IIll G=A TY= Dewz b m G fea. to...A C' ba wr�r txs:,re;�ea tri ? b� d ra Va«.., ..rr,ie:.i,•.�'r•r.. CNtc----� sv /rP"' P. 2 —S.t._i S1T.Jd � foC.Tj �G i— 'Tj omers uam. Vay.23. 2008 8:20AM anderson engineering No.5451 P. 3 r • NUM12PAMOFANC1f CE vcWc"r4 Savlcss Departmw On-WeWalorl. W=**WerPmgram 4700 Soum (lragew Street P.O. Boz 196= Amhwspe. AK 99519.6650 (907) 343-7W4 ONSITE WASTEWATER DISPOSAL SYSTEM PERMIT Initial Date Issued: Jun 27, 2000 E:xpiratiem Date: Jun 27.2007 PermItNumber. SW060181 RoseSeow`f P.tclje- Parcel ID, 050-315.18 Legal Description ESTATES BLOCK 2 LOT 4 Design Engineer: 0062 PANNCNIE ENGINEERING SERVIC Owner Name: JASON & VALERIE RAMPTON Owner Address: 11044 KASKANAK DRIVE EAGLE RIVER . AK 0%77 - Site Address:19151 MOUNT MAGNIFICANT CIRCLE Lot Stzo: 136258 $0. FT. Total Bedrooms: 4 Permit Bedrooms: 4 This perntt Is for the construction of. 0 Disposal Field QQ Septic T" ❑ FalftTx* ❑ Privy AN eorsstnrction must be in accordance wilts 1. The attached approved design. [I Private Well E] Water Storage 2. AS requirements specdkil b Andiorage Muticipal Code Chaplers 15.55 and 15.55 and the State of Alaska Waste+rAet Disposal Regulations (1 t10= ) and DrMirg Water Regulations (18AAC60 } 3. The a must ratify DSD at bast 2 hours prior to each hsperrion, Provide notiro ation by ea9'wg (907) 343-7904 (24 hours}. ( Not required fora Water Supply Perm(onty)_ 4. From October 15 to April 15, a subsurface soli absorption system under construction during being weather must be either. A. Open and dosed on the same day. S. Coveted, sealed, and heated to prevent freezing. Received Darr. eP 6o 6 Z9, Issued BY '� Date MaY.23. 2008 8:20AM anderson engineering No.5451 P. 4 28. 2008 8:2 anderson engineering AREA IADEVarPM NO WOL 3 OR SEP= WAN zoo Fr W% 7 No. 5451 P. 5 ROSEBERRY RIDGE ESTATES SUBDIVISION LOT 4, BLOCK 2 136,258 S.F. Asx SITE PLAN SCALE P- W uism SEPTIC AM �! 49th 1 28. 2008. 8:21AM.anderson engineerin No. 5451 P. 6 LOT 4, BLOCK 29 ROSEBERRY RIDGE ESTATES SUBDIVISION DESIGN FACTORS: SYSTEM REQUIREMENTS: Six Bedroom House Deep Trench System Peres Rate: 4 MinAnch 2,000 Gallon Septic Tank APP4cation Rate: 1.2 GPD/SF T Drainfield Rock B Bedrooms X 150 GPD/1.2 GPD/SF V4)plication Rate) a 750 SF Absorption Area 750 SF/14 SF/ LF Abs. Area L 53.6 LF Trench Length THEREFORE Construct a New 54' Long x 3' Wlde x T Effective Depth Absorption Trench Flow Line Elevation in Trench to be 3.0' Below Original Ground Surface. Total Depth to be 10.0' Below Existing Ground. Provide 4' Cover Over Septic Tank and 3' Cover Over Absorption Trench. RN 0 E YPICAL 5'V Natural Backfill Geotextlle Fabric 4' Perfaratod PVC (Holes Down) Drainfield Rork TRENCH SECTION Al M NOTE Grade Area Over Trench to Dain Away. Mininium e' Separation From Bedrock. Minimum 4' Separation From Groundwater. Minimum 100' Separation From Wells in the Area. Minimum 100' Separation From Surface Water or Streams. 49N May -28. 2008 8:21AM anderson engineering No. 5451 P. 7 SOILS LOG — PERCOLATION TEST Date Performed, 5/21/04 Performed For, Lee Coy legal Deserlptiont Lot al, Block 2 DEPTH ='H• CELT) prganic 1— Dnte Gross Time Net Time DC93th 4 1 S— •..-' g: . 7 — t.-;. 2 5/29 !0 . 10 Or 650 25-A 3 5/29 40 11 — 12 13. 5/29 14 •' 15 — 5 16 — 90 V Is — 5/29 19- 10 n 7 20 —. 21— GP 'V/ Gravel Groundwater?,(11 Depth Vater Depth AFtpr Meniterine 1l Dnte Gross Time Net Time DC93th Net Dnw 1 5/28 0 9' 2 5/29 !0 . 10 Or 650 25-A 3 5/29 40 -- 950 4 5/29 50 10 Or. 7 2S 5 5/29 90 9S• 6 5/29 100' 10 n 7 25 ' Percolation Rate 4 nTn./Inch Perc Hale Diameter 61 Test Run Between 3' and 4' Performed Bytja_r+. RiM f ng. ICERTIFY THAT THIS TEST WAS Performed In Accordance. with All S " to/Municlpal Guidelines In Effect 13N THIS DATE. DATE, 5/20/04