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HomeMy WebLinkAboutBELL LT 2Bell Lot 2 #050-781-36 Municipality of Anchorage Development Services Department Building Safety Division •• Onsite Water and Wastewater Program. 4700 S. Bragaw St. P.O. Box 196650 Anchorage, AK 99519-6650 Page 1 of 2 www.cLanctionage.ek.us (907) 343.7904 ON-SITE WASTEWATER DISPOSAL SYSTEM AND/OR WELL INSPECTION REPORT Permit Number. SWO50108 PID Number. 0550-07836 "'""NCE AND JEANNE LEONARD Wastewater System: ® New ❑ Upgrade ..27 PTARMIGAN ST. 7 ABSORPTION FIELD Ptah W.ro« a B.noana O Dep Tmcn ®SMnow Tr.rl, D ee0 O Mouna O OOur LEGAL DESCRIPTION ""r° angemil TOW Depheamad. 0.6 GPDIFI� $.w .0��p.9 V.9 Ft. It C La SuDamaan' Dean V, Ppe ooaan "M W" Wow Gr" loan nan.m p" a. BELL SUBDIVISION 4.614.8 Ft. 4.214.1 Ft Taw+rap R.rge swan Fa added .ewe on" V•a• Gr"L.gm 15N 11W 9 0.5 Ft. 50150 Ft. Well: New Upgrade `"FNM 5 wmwrar,ea 2 01,10,00Drwen 1006 15 Ft. FL CL"Whcran (Pmre. /L e. 4 TOW Dean. Cam d b TOW .eeapt w, a" Ppe Marna PRIVATE 76 Ft. 76 A 1000 Fr ASTM 3034 Darr Dr. Dara SWawr.Uw1 e,rrw ore test a SULLIVAN 6101/05 1 56 FL SANDERS & SANDERS 513112005 Yrd PW V sr r Culla wprw AOO.. Grand TAN K1 10 cPM +/-70 Fie 2 FL SEPARATION DISTANCES 0 Septic ❑ Holding ❑ S.T.E.P. ❑ Other. To From Septic Tank Absorption Field Lift Station Holding Tank umerpmate Sewer Una ANCHORAGETANK 250 Gr Wall +100' +100' — — 425' " '.r STEEL ranee a caroadm.a. 2 a,.racewr. +100' +100' — — LIFT STATION La lne +5' +10' — — �a NO LIFT Gai .aura +5' +10' — — 'Pump ow r 'Pr W r.rr Nqn w..arm r. FaxNran In h h 450,+50,— — Puny Melee s Madr Er espeaiar penarm d OF cuWnor.+, R.mree BENCH MARK ".and o..vwan TOP OF MONUMENT MARKED BY REBAR Loran '✓ 100 FL Inspections performed by: CHARLES BALZARINI Dates: 1' 512712005 *' 3112005 Se i esDe DepartmentApproval Development' CHRISTOPHERRWOOD P`• "J Date: ! 0 ;,CE-10337 ' K ' r ".•cfi• Reviewed and approved by: :. ...... t" Permit No. SWO50108 Page 2 of 2 Municipality of Anchorage DEVELOPMENT SERVICES DEPARTMENT ON—SITE WATER & WASTEWATER PROGRAM 4700 SOUTH BRAGAW STREET P.O. BOX 196650, ANCHORAGE, AK 99519-6650 On—Site Wastewater Disposal System and/or Well Inspection Report Legal Description: BELL LOT °Z BLOCK 050-781-36 Iw N � i WELL I w SWING TIES GARAGE _0- < AS i Iw C 32.2• 15.3' D 1 19.2' 46.4'1 LLI F SCALE 1•-40' to O I O O M Z HOUSE Uj TWO I al 5'X50' I M LE CF10F%Eu S 1250 liDiJ( o � o SEP IC TANK I N 00 10' ' 0 10 10 I O - CLEANOUT 2-5' X 50 I - WELL w RESERVE AREAS _ _ _ _ _ - MONITOR TUBE N50' BUILDING INT MARKEDY• SETBACK ASSUMED ELEVATION • oo �2�2007 a ELEVATIONS ORIGINAL GROUND (NOT TO SCALE) LEVEL AT, 98.3 ENGINEER'S SEAL Q0000p�4 9. 5' FILL MT -10.5' FILLMT-2 MT -30.5' FILL _4 TH-1 OF.A��s�o 4' 95.9 4.3' 3 4.STYPAR ' TYP R •• ••• TANK 0... �•„•• .-93.5 0 0 . . ; ° o . . !rC ...................... 96.1 1.250 GAL 111, '4.2'GRAVEL c o •I&AVEL u "LC foe • C). ° P e' ° �. 81.5 �'. CHPoSTOPFi02 R. 14UOD`0 Q c CE -10387 O 90. 90. 93. 8 .6 9).5 89.4 8 .SOTTOM OF T.H. �0�44EQo o� 4�0 cetutirb �Mrtttiing 109 by We=** SULLIVAN WATER WELLS P.O.Sw670!:1.CfA!!'MX XL"""5" 6 Me S 3 MtON WVJWt p5�--n _ 7 _Z - 36 Is vml bcatad ad appovW Penal bcaimrl am Method of ora blgr x*xY :i cabb tool peghof+sa % b Qk*QTyw / Mfailfadrtess ?� O DWMOW—h inehes. daPf, % feet LkwTyPe E C;*,y sudbV Anom GomxK : a. feet staftvt LeLvt few ffecDw Fwm LD su M&WdofTMWV 6 A to Hake Ope i T"= D6ven end D q= trots :.t screeneat . Sat feat slopped feet o perlwaficM Sat teat SmPPed feet %�F�Ta y•Tc LN O�fobaia 75-133 CidiTfiPe Depft&M a feet.m a"4, red wen UWdected Upon CompkFMO 6*5 13 NO tAettad of Otsriec5orz �+�• � a. ••�� SO /�/M T d/ 5,14-Y F��g,s� ��1 7 �fwcD�if^ -7j S/1.D tiRR�s� s cu9TE.<- fk�'h f�tatfe! ��l —rte 410�1 SO' dIevc- fn• .✓er��y'sr� i�y.ad ASBUILT SEWARD h ASSO 1 HEREBY CERTIFY THAT I HAVE SURVEYED THE SCALEI , FOLLOWING DESCRIBED PROPERTY: r-ro sit tU6' terz DATE AND THAT'NO ENCROACHMENTS EXIST EXCEPT AS INDICATED. IT IS THE RESPONSIBILITY OF THE 6��� j OWNER TO DETERMINE THF EXISTENCE OF ANY GRID: EASEMENTS, COVENANTS, OR RESTRICTIONS Sail 6 WHICH DO NOT APPEAR ON THE RECORDED SUBDI- VISION PLAT. UNDER NO CIRCUMSTANCES SHOULD FB' ANY DATA HEREON BE USED FOR CONSTRUCTION OF FENCE LINES, OR FOR ESTABLISHING BOUND- ARY LINES. DRAWN i i h a . • k- - SO' dIevc- fn• .✓er��y'sr� i�y.ad ASBUILT SEWARD h ASSO 1 HEREBY CERTIFY THAT I HAVE SURVEYED THE SCALEI , FOLLOWING DESCRIBED PROPERTY: r-ro sit tU6' terz DATE AND THAT'NO ENCROACHMENTS EXIST EXCEPT AS INDICATED. IT IS THE RESPONSIBILITY OF THE 6��� j OWNER TO DETERMINE THF EXISTENCE OF ANY GRID: EASEMENTS, COVENANTS, OR RESTRICTIONS Sail 6 WHICH DO NOT APPEAR ON THE RECORDED SUBDI- VISION PLAT. UNDER NO CIRCUMSTANCES SHOULD FB' ANY DATA HEREON BE USED FOR CONSTRUCTION OF FENCE LINES, OR FOR ESTABLISHING BOUND- ARY LINES. DRAWN OF A��s�e /�j9THTHam'' f Deen. Mph $nw.•d • fir t�r��r MUNICIPALITY OF ANCHORAGE Development Services Department On -Site Water d Wastewater Program 4700 South Bragaw Street P.O. Box 196650, Anchorage, AK 99519-6650 (907) 343-7904 ON-SITE WASTEWATER DISPOSAL SYSTEM /WATER SUPPLY PERMIT Initial Permit Number: SWO50108 Legal Description: BELL SUBDIVISION LOT 2 Design Engineer: 0848 Eagle River Engineering Services Owner Name: VINCENT & JEANNE LEONARD Owner Address: 20251 PTARMIGAN BLVD EAGLE RIVER. AK 99577 - Date Issued: May 03, 2005 Expiration Date: May 03, 2006 Parcel ID: 050-781-36 Site Address: 20251 PTARMIGAN BLVD Lot Size: 49113 SO. FT. Total Bedrooms: 4 Permit Bedrooms: 4 This permit is for the construction of: E 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. 5. The following special provisions. -DISPOSAL FIELD NEEDS TO BE FIFTY FEET UPHILL FROM ANY MANMADE OR ANY NATURAL BREAK IN THE NATURAL SLOPE OF THE TERRAIN WHERE THE SLOPE CHANGES TO 25% OR GREATER UNLESS THE TOP OF THE DRAINFIELD IS LOWER IN ELEVATIOIN THAN THE TOE OF THE SLOPE. Received By: Date: SVG —es Issued By(�F�' Date: r e Municipality of Anchorage • 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.enchorage.ak.us (907) 343-7904 ON-SITE SEWER/WELL PERMIT APPLICATION FOR A SINGLE FAMILY DWELLING ' oSo-}g1-36 Parcel I.D.Permit Number SW Property owner(s) Day phone &7V - 9771, Mailing address (1) %o 2.5- I P?-ARw-i yRr-' 13(Vd - Mailing address (2) &aZ&= 'Ri✓t� ,4K. Zip Code 99577 - Legal description (Lot, Block & Sub'd.) a —rS=r r3E�c c.r Z Legal description (Section, Township & Range) Lot Size/'9 f GO-- Acres 411, 113 THIS APPLICATION IS FOR: Number of Bedrooms -If � y Sewer Only ❑ Well Only ❑ Sewer and Well .9 Water Storage ❑ Sewer Upgrade ❑ THIS PROPERTY CONTAINS: Hot Tub ❑ Jacuzzi ❑ Swimming Pool ❑ Water Softening Unit ❑ Therapy Pool ❑ certify that the above Information is correct. I further certify that this application is being made for a Single Famil ellin and is in�cordagce with applicable Municipal Codes. (Signature of property owner or authorized agent) Permit Fees: AI&O ev Waiver Fees: Date of Payment:r Date of Payment: Receipt Number: Receipt Number: (Rev. 12100) Eagle River Engineering Services Christopher R. Wood, P.E. 10421 VFW RD. Suite 201 (907) 694-5195 tel Eagle River, AK 99577 (907) 694-3297 fax May 2, 2005 Dan Roth Manager, On -Site Services Municipality of Anchorage P.O. Box 196650 Anchorage, AK 99519 Re: Bell Subdivision Lot 2 Narrative & Permit Application Dear Mr. Roth: Eagle River Engineering Services (ERES) was contracted to design a septic system at the above referenced property. The proposed well and 4 bedroom septic system will have very limited impact on adjacent properties for the following reasons: 1. The surrounding lots are all relatively large, so there is ample room for wells, septic systems and alternate sites. 2. Immediate neighboring septic systems are all +20' distance, and no private (or community) wells within 100' of the proposed septic system. 3. This permit is for a well and septic system. 4. Drainage will not be affected and is not a major consideration in our design. Development of this lot will not adversely affect the wells or septic systems or reserve areas on adjacent lots. If you have any questions please call our office at 694-5195. Sincerely hristop r W..di�'Pj.E. Principal X2003%05-0265 EP71CNARRATI V E LOT 3-A1 WELL 00' SEPTIC +2 +30' ,,-�N 89'40'00" E 150.95 _ 10' UTILf1Y MEN WELL LOT 6A b 0 EXISTING SEPTIC \ SYSTEM 8 o ap 10' o� ro SHOP I%EEL 100' 50' PROPOSED WELL I. PROPOSED T.H. 1 PRESERVE AREASROPOSED 5' X 70' Y �• 0T.H. 2 W N SO' BUITDINC y -----__� — SETBACK O� 2 N 89'24'53' E 179.00 PTARMIGAN BLVD. WELL +200 I I LOT 5A SEPTIC 39' I � • I � n I I I� LOT 5B 0 VACANT LOT Io N I' —INSTALL 1250 gal. SEPTIC TANK INSTALL TWO 5'X50' DRAINFlELDS w 0 \ n 3? Saq 1. NO SURFACE WATER OR NO KNOWN CURTAIN DRAINS \ WELL SEPTIC SITE PLAN LEGAL: BELL SUBDIVISION LOT 2 /NER: JEAN LEONARD INTRACTOR: SUDSBURY do SON B# 05-026 1 DATE: 03/31/05 1 SCALE 1"= 60' EAGLE RIVER ENGINEERING SERVICES P.O. Box 773294 EAGLE RIVER, AK. 99577 (907) 694-5195 FAX: (907) 694-3297 ® - TEST HOLE • - MONITOR TUBE 0 - SEWER CLEAN OUT 4 - WELL - - - - - EASEMENT — — — - PROPOSED LEACH FIELD EXISTING LEACH FIELD ©- DRIVEWAY CHRISTOPHER R. WOOD. CE -10397 Eagle River Engineering Services Christopher R. Wood, P.E. 10421 VFW Rd. Suite 201 Eagle River, AK 99577 (907) 694-5195 tel (907) 694-3297 fax SPECIFICATIONS FOR ON-SITE SEPTIC SYSTEM LEGAL: Bell Subdivision Lot 2 May 2, 2005 A. GENERAL 1. The well and septic plan is for a 4 bedroom single family residence only 2. The drawing and or site plan shall be a part of this specification. 3. All materials and workmanship shall meet the Anchorage Department of Health and State Department of Environmental Conservation requirements. 4. All soil tests are advisory to the design and are to be verified or modified in the field by the engineer. 5. All excavations and depths are advisory and are to be verified in the field by the contactor to meet Municipality of Anchorage, Department of Environmental Conservation requirements. 6. It is the responsibility of the owner to obtain all necessary permits or easements and to locate any adjacent multi -family wells. 7. The excavation is to be exactly in the area shown on the site plan, any deviation requires engineer approval. 8. Any remaining open test hole excavations shall be filled and monitor tube removed. B. SEPTIC TANK 1. The sewer piping from the house shall be 4" PVC 3034 laid at 2% grade maximum — 1% minimum and insulated with 2" of burial foam if shallower than 3 ft., with 2 ft. minimum. 2. Septic Tank shall be a minimum of 1,250 gallon tank of MOA approved construction, insulated, or place with 4' of soil cover, min. C. DRAINFIELD 1. The drainfield is to be placed as shown on the site plan. Contactor shall take extreme care ensure that 10'separtation distance is maintained between tenches, from the lot line, and from the house foundation. 2. The bottom of the drainfield excavation shall be level, plus or minus 1.5", prior to placing gravel. 3. The total depth of the drainfield excavation shall not exceed 9 ft. at any point in relation to natural ground surface. 4. The drainfield gravel shall be covered with typar fabric material. 5. Soil or a combination of soil and extruded board insulation to at depth of 3' or equivalent is to be placed over the leachfield. 6. The area over the drainfield is to be finish graded or mounded to prevent ponding of surface water runoff. 7. The septic tank and leachfield must not be closer than 100' to any existing private well, 150' to any Class "C" well, or 200 feet to any community well. \\Eves\docs\WPDOCS\2005\03-026dminfield- specAm Eagle River Engineering Services Christopher R. Wood, P.E. RECOMMENDED LEACIIFIELD_DIMENSIONS: TOTAL DEPTIi = 7.5'-9' GRAVEL DEPTII = 4' under pipe, 2" over pipe (4.5' total) DRAINFIELD LENGTH = 2 X 50' DRAINFIELD WIDTH = 5' SOIL RATING= 0.6 GPD/R= BEDROOM CAPACITY= 4 total SEPTIC TANK= 1250 gallons min. Twenty-four (24) hours notice required for all inspections. %\Eres\docs\wrpocs\2oo5w5-o26draioficfd- srcc.doa EAGLE RIVER ENGINEERING SERVICES 10421 VFW RD Suite 201 Eagle River, Alaska 99577 (907)694-5195 ERES Project No.: 04.058 Calculated By: CW Date: 4/29/2005 Legal: Bell Sub, Lot 2 TEST HOLE 2 Single Family 4 Bedroom Dwelling Shallow Trench Subsurface Wastewater Disposal Field Water use at 150 gallons per bedroom = 600 gallons Percolation rate = 20 minutes per Inch Wastewater application rate = 0.0 gallons per day per square foot Required absorption area = 1000 square feet Trench width (W) = 5 feet Gravel depth (D) = 4 feet Required length - Shallow trench factor • Required absorption area / W Shallow trench factor = (W + 2) / (W + 1 +2 D) Shallow trench factor = 0.50 Total Excavation Depth = 7.5 feet Required length = 100 feel 05-028 drainfieldCalc 1:49 PM412912005 EAGLE RIVER ENGINEERING SERVICES 10421 VFW RD Suite 201 Eagle River, Alaska 99577 (907)894-5195 ERES Project No.: 04-058 Calculated By. CW Date: 4/29/2005 Legal: Bell Sub, Lot 2 TEST HOLE 1 Single Family 4 Bedroom Dwelling Shallow Trench Subsurface Wastewater Disposal Field Water use at 150 gallons per bedroom = 800 gallons Percolation rate = 40 minutes per Inch Wastewater application rate = 0.45 gallons per day per square foot Required absorption area = 1333 square feet Trench width (W) = 5 feet Gravel depth (D) = 4 feet Required length = Shallow trench factor' Required absorption area / W Shallow trench factor = (W + 2) / (W + 1 +2 D) Shallow trench factor = 0.50 Total Excavation Depth = 7.5 feet Required length = 133 feet 05-028_drainfieldreplacementCalc 1:48 PM4/29/2005 Municipality of Anchorage Development Servics Department Building SafetyelAsion • On -Site Water OW Wastewater Program 4700 South Bmgaw SL P.O. Box 196850 Anchorage. AK 99S1M5o M07) 3413-7904 Soils Log - Percolation Test Performed For. � �`J tt�� Date Perronned: Legal Descriptloe: r �iCl� rZr.JFR Esr R LR Township. Range, Section: r/yA� r2 ►u S 17 Depth I H-1 (Feet) dVJhh IZt7UISr OR'ANlGS wm-4 oPAW%E TOP501 L a T�1�-GeA • .i-s,MJEt- FAIP_LY b kN5E WAS GROUND WATER 9- ENCOUNTERED? Al0 10- _ B IF YES, ATW5IATDEPTII7 L Depth to WaterMer o 11- Meeeolg7 4114- e 12- Date: r7 0 15 16- BOtJVOA OF 17- EYGAJA-rJ70' J 18- 19 - Reading Date q Gross Time Z:So PM Net Time Depth to Water Net Drop Z 3: oo L4 330 30 5=�t�//6 i3 b S 3:30 o S! 6 6 ll:ov sc7 SLC -E 6 K -So Ice 4 rf rMRS oenrntA nueae ••`•.._---•, cn�• "ULE OUANETER TESTRUNBETWEEN. 1r 5 FT AND_FT PERFORMED SY: P—r' r IDELINES IN EFFECT PF-RFORMED IN ACCORDANCE WITH ALL STAT AND MUNICIPA�GUON THIS OATE r DATE: 1e Tear Municipality of Anchorage Development Services Department BUR" Sorely Division • �..d Onsite Water and Wastewater Program 4700 South Bragaw SL P.O. Box 196650 Anchorage. AK 99519-8650 r wnw.d.andwreoe.eN ua (907) 3117904 Soils Log - Percolation Test Performed ForpR� TR A M 3EL L Dale Park LegalDesalpllon: _CdL.LC rZrJrat FST tR Lei Township. Range. Section: _ 7'14A1 tZ 1 / S 17 Depth (Feet) ` Izoarsr 02f%ANTL1 pQhNr,& 7dP5dT L ° Cn -sM • Tgn1-�en7 ' - S�'LiY ShuD - (/STRIP WASGROUNDwATER ENCOUNTERED? PO e IFYES.ATVMIATDEPW L Depth to Water After D 1Aori"ng7 _ V14- P e Date. BO�jViA OF EXCAVATTJeJ Reading Dale Gross Tlme NetTlme Depth to Water Net Drop I i `Z•'yv P»t p I � r, 3 3 --to S `rr Ll -3"f0 30 Sy7'% ! 1Olrc S 3!40 O 5tp, ti N:,o '/16 1 " SO Ke PERCOLATION 4 H RATE NRS A. to PERC HOLE DIAMETER p TESTRUNBE7WEEN. 5',S FT AND�FT COMMENTS �bt\ K I A_r> 14ap PERFORMED BY: C11 (-r'C; LI O[ON1 I �[ L1,i. crtTIFY nNT THIe THe wn PERFORMED IN ACCORDANCE WITH ALLSTATE AND MUNICIPACGUIDELINES IN EFFECT ON THIS DATE. DATE: Water Table Levels - Upper Eagle River Estates L 6 B 2 Myriam Bell TUBE STICK UP WATER WATER TEST ABOVE TABLE TABLE HOLE# onauroltimI Ba -w 5.17.04 COMMENTS 1 5.75 DRY DRY - 2 5.92 DRY DRY