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Home My WebLink AboutRABBIT CREEK VIEW & HEIGHTS BLK 7H LT 20ARabbit Creek View &Heights Block 7H Lot 20A #020-571-21 ., Municipality of Anchorage ;.. Development Services Department a; FON-SITE Building Safety Division . On-Site Water and Wastewater Program, 4700 Bragaw St. P.O. Box 196650 Anchorage, AK 99519-6650 Page 1 of 3 www.cl.anchorage.ak.us (907) 343-7904 WASTEWATER DISPOSAL SYSTEM AND/OR WELL INSPECTION REPORT Permit Number: _SWB7$2=2@- Nun 80 / PID Number: 020.571.21 ---- Wastewater System: ® New ❑ Upgrade Address _PQ BOX 91848 P' ABSORPTION FIELD Number M Bedrooms 0 Deep Tovmtt ® Shallow Trench 0 Bed ❑ Mand0 Otber LEGAL DESCRIPTION B° R'°"° T"Dap„,han apulalerW Blocs Let Su00wrwn TH ?gi Rabbit CreekHei Heights 2 GPD Ft• Depen m Ppe .an hen erpnel prWe $ ED. Q �p� —TV'T Ft. GravN deem beneath pP"p R «lYe gyral. Ft. d added Wa 0.5 Ft Gravel Lergm. 3 FI. 25 Ft. Well: ® New El Upgrade °i """dm Nu ne o Iver Dmanwbetwemlmn Clawnurun (Pmate, A. S. CI. Tbw Depen Private casW w 5 Ft. Tow aosapnon arw 2 13 Ft. PPPe Material 55 Drew Ft. 55 Ft 250 Fr 1.112" DIA 3034 PVC Dlta Date eS"w/ ta water Le Denali Drillin 10/21/2008 0 Ft bnMw A+ Home Services Oetematall 7/25/2008 Yieb Perry Sun Coup Nepnt Above Grane- 6 GPM 51 Ft. 2 Ft_ TANK SEPARATION DISTANCES ❑ Septic ❑ Holding ® S.T.E.P. ❑ Other: To Septic Absorption Station From Tank Field Station Holding ubliWrNate Tank Sewer Line Manulaaur« t Anchorage Tank 1500 Gal w.li 134' 147' 137' 130' St""l Steel 14 M 1 al carpa^ arrr. 2 sbnawww, 100+ 100+ 100+ LIFT STATION Lo Lu" 47.3' 8.8' 36' "a as°'•r 250 Get ORENCO/ANCH TANK Fbunuat 10+ 10+ 10+ -P"wp.n level at -Pump off' /awl M Niyh w."r M.rm.t +40 In +36 M +45 In. Cu"un Dun 50+ 50+ 50+ Puny Make 8 Moral El oral InalwMkW pea,,, hy- P20o5 ED'S ELECTRIC Remarks AX20 advantex system Attached to tank BENCH MARK E Loam^"DaWnpr"n tPP)AS4*ye&4Z1U 1d FRONT DOOR THRESHOLD mW isvat.n. 100.0 Ft. Inspections performed by: PANNONE ENG. SVC, LLC Dates: iM 7/24/2008 Engineer's Stamp OF 2nd 7/25/2008 Develop ent SeMcey Department Approval Jam,.•'' "`ry Conditional Approval 4a " �0 lode<, Date: s �.....r.Tk ....... d.....0 tulti j -'A Steven ••R.••Ponnone� �1 �' W Q 11 Re ie Reviewed and approved by: if �1 Date: �� N E 814 9 i +fie �fIZ�'`'r' ••. 1._.....; •s';�s tSS'V�'�i a 2' Fill, Topsoil & NORTH TRENCH SOUTH TRENCH Seed top 6" 970' 98.0' 2" Rigid Insulation filter Fabric M"w'YnE1D �C • el 6" above pipe inv Distrib ion Pipe 1 114"o 94.0' 94.5' 95.5' —w/ 1/8' oles ®30" D.C. -1.0 OR . y9�0 �T 95 0 CL 0.5j rove/ below pipe inv. I I .5' Sand, Min Groundwater 0-4.0 monitored 7/25/07 NOTE: Reserve Field size & configuration identical to -)0 BOH primary field. Separate 10" min SECTION, W x 2W J ax Cr 2 O OO O OLQ 22 2 2Z 4, QQ Q, 2" Rigid Distribution Pipe o Insulation 1 1/4 �, 3034 i Q�PVC S=O. DDOO 95.9" ¢ I a H v 3New 15008 90.9' STEP Tank 80.9' 90.8' Y A W X20 PO 5 -WIDE SEE PLANS & SECTION FOR DIMENSIONS PROFILE c L R r Q O f7 a 3 o +� _ OFAtgyj PAMONE ENG SVC LLC REVISED Dote gyp,. �� P.O. BOX 102954 ANCHORAGE, AK 99510 PHONE tt/2a/os RECORD DRAWING /* ,• y (907) 272-8218 FAX (907) 272-8211 Scale ... ... . .. NTS c •'Sfeven 'Vd4 one Lot 20A Block 7H Rabbit Creek Heights P.I.D. NO 20-571-2 / CE 8149 i X •,i/24/og Tim Miller P.O. Box 91848 PERMIT N0. Anchorage, AK 99509 SW070220 DESIGN Sheet DETAIL 3 of 3 Nw-I r-GL•Ud(Mill, ) 15: i:0 P W/0011 Denali Dnllins 'Q l" • 42-10 Poursburg Str*Ot - Menom9e, Apehy 9M7.1:31 • OCT b924912 • h«a 907%,62-5:r.1 . C.mak omwi.05Nkkk!iCq denaligak.net Permit Number Date Of Issue- _ Parcel.Identhllcation Number _ _ Date Started jam 7S.1 Date Competed 1p Z1.IlE Is WeL IorElx at approved permit location? G Yes D No Rabbit Creek Heights It I 7H 120A T- J. Millcsr 7841 Robert Circle Anchorage, Ar 99516 Borehole Data: $011 Typo S Thicaless 8 Weter S: era Dep71 Prem 7o McMod Of Dnllln c S' a r rotay D eagle tool Soft Peat Gravel 8 dirtUnerType: G 12 12' 30' Caeing Type: _Well ThicKness,,2,Unanes Diameter ter_&Inche _s. dept•1 a _feet NIA Diansetar inches, Eep.1 feet _ easing StickupAbove Grount :� feat Rock with dirt IStaticLYaterLeval(f:omgroundleve.x 1 I Wet with a:aall gravel 1 30' $0! 50' 55' Bgreg,..@ feet Pump'ng Levsl:_]—feetafcf _25._x. pumpinp---_.gpm RaaoverjRate:S-F axr, secs. Method OfTtain - g:�i_ l i fr , - Well Ntaka Oponing Typo: Open t -r c D Open Mole 0.Sceared; •Stair feat Stopped teat O Pe:formors Stan feet stopped feet Dept?; Pump Size - -hp brand Name WeY Disinfected upon Completion? DYes l [ No Method Df Dlslnfactlere Wen Driller NaMe James Voeller 1! Company Denali Drilling Inc MallingAddiw 8240 Petersburg Street city Anchorage State Ax 99507 Attention: Tha Well driller shall provide a well log to the property owner within 30 days of completion and the property owner or the well driller shall provide a well log to the Dept. of Health 8 Human Services within 60 days of completion. 7:mr tri, Development Services Department & Building Safety Division On -Site Water & Was Program .�o``^ eo, 4700 Elmore Street P.O. Box 196650 Mark Begich Anchorage, AK 99519-6650 Mayor WWWmtini.org/onsite ira/onsite (907)343-7904 PUMP Installation Log Well Drilling Permit Number: S11'080171 Date of Issue: 8114 Parcel Identification Number: 020-571-21 Replacement Only: YES NO I cgal Description Property Owner Name & Address: LOOM, Block 711, Rabbit Creek Heights Subdivision TJ Afiller 7841 Robert Circle Pump Installation Date: 10-30-2008 Pump Intake Depth Ilelow Top of Well Casing: 51 feet Pump Manufacturer's Name: Crundjos Pump Model: IOSQE07-200 Pump Size 314 hp Pitless Adapter Burial Depth: 10 feet Pitless Adapter Manufacturer's Name: NIA Pitless Adapter Installer: NIA Well Disinfected Upon Completion? ® Yes ❑ No Method of Disinfection: Recirc Comments: Pump Installer Name: AarowPump &Well Service LLC 1'0 Box 110496 Anchorage AK 907-346-9355 Attention: The pump installer shall provide a pump installation log to the DSD within 30 days of pump installation. JU.-33-2009 08:49q FROM: 70:27'9%11 P:1,1 JULY 30, 2008 ED'S ELECTRIC INC. P.O. BOX210767 ANCHORAGE. AX W21 TO WHOM IT MAY CONCERN: Fac on MAw SUBJ: SEPTIC SYSTEM, LOT 20A- BLOCK 7H -SUB, RABBIT CREEK HElGHiS ED'S ELECTRIC, INC. INSTALLED ELECTRICAL ON SUBJECT PROJECT TO THE CODE REOUIREMNTS OF THE NATKNJAL ELECTRICAL CODE AND THE MUNIGPALITY Of ANCHORAGE THANKYOU, DWAYNE R BRUNS ED'S ELECTRIC, INC. JUL-33-2238 WED 08:44;;�i YD: PAW:1 . 9414 Crre,k NtIYAIS CUE Ref. M: 1086384 Client Name: Pannone Engineering Project Name: 7841 Robert Creek Hts Client Sample ID: 7841 Robert Creek Hts MattbC Drinking Water PWSID n/a bib-5�1-2'l SGS Environmental Services 200 W. Potter Drive Anchorage, AK 99518 Tel: (907) 582-2343 rax: (907) 561-5301 Crwnt POM: n/a Printed Daternme: 1$110/08 11.130 Collected Date/Time: 111,23106 8:11 Received DateTme; 11,25108 8:55 Tedmical Director: Stephen Edo Released Or Deanna Crump Sample Rema ks: CoGtonn, Nitrate, and Arsenk data Altowable Prep Aria"Is Parameter Results PDL Units Method Limits Date Date trot Arsenic (As) Colony Count ND UGI EPA200.8 10 129/2008 12/00/08 BME Total Conform O.DO 0.00 coV100ml SM92228 0.0 11/25@008 1125108 DLC Nitraie/Niefte 4.6 coVIOOmI SM8222B 0.0 11232008 1125108 DLC 4 SM4500 10 1125/2008 1123108 JDZ Td WdGZ:ZO 800Z 01 -oaa TTWMZL06 : 'ON 3J01 -Id Df1S Jt8 34ONJHd WDiU 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 I WATER SUPPLY PERMIT Renewal Permit Number: SW080171 Date Issued: Aug 14, 2008 Expiration Date: Aug 14, 2009 Parcel ID: 020-571-21 Legal Description: RABBIT CREEK HEIGHTS BLOCK 7H LOT 20A Design Engineer: 0062 PANNONE ENGINEERING SERVI( Site Address: 7841 ROBERT CIRCLE Owner Name: TIM & AUDREY MILLER Lot Size: 22382 SO. FT. Owner Address: PO BOX 91848 Total Bedrooms: 3 Permit Bedrooms: 3 ANCHORAGE. AK 99509 - This permit is for the construction of: ❑d Disposal Field Q Septic Tank ❑ Holding Tank ❑ Privy ❑✓ 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 catling (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, seated, and heated to prevent freezing. Received Issued BY: ad t e 7 AnDate: S r ? "v BY' Date: 8 ZIXI Municipality of Anchorage -.� Development -Services -Department Building Safety Division On -Site Water and Wastewater Program 4700 Bragaw Street P.O. Box 196650 Anchorage, AK 99519-6650 www.muni.org/onsite (907)343-7904 ON-SITE SEPTIC/WELL PERMIT APPLICATION FOR A SINGLE FAMILY DWELLING Parcel I.D. by .n — 5 _/ — a I Property Mailing Site address g941/ J' oheel Legal description (Sub'd, Block & Lot) Yat? Legal description (Township, Section & Range) Lot Size a' MSq. Ft. THIS APPLICATION IS FOR (®all that apply) Absorption Field ❑ Septic Tank ❑ Holding Tank ❑ Privy ❑ Private Well Water Storage ❑ M:\\« phone Code Number of Bedrooms 3 THIS APPLICATION IS AN: Code -IQS07 87H CSdR- 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. (Signature of property ownerr eauthorized agent) Permit/Rush Fees: 1115 ter/ Waiver Fees: Date of Payment: CI/DID Q Date of Payment: Receipt Number: Receipt Number: (Rev. 11105) MUNICIPALITY OF ANCHOR4GE Development Services Department On -Site Water 8 Wastewater Program 4700 South Bragaw Street P.O. Box 196650, Anchorage, AK 99519-6650 (907) 343-7904 7 -2_ (t -o g @ /o - oa -2Z.5�-08 CD ON-SITE WASTEWATER DISPOSAL SYSTEM / WATER SUPPLY PERMIT Initial Permit Number: SW070220 Date Issued: Aug 28, 2007 Expiration Date: Aug 27, 2008 Parcel ID: 020-571-21 Legal Description: RABBIT CREEK HEIGHTS BLOCK 7H LOT 20A Design Engineer: 0062 PANNONE ENGINEERING SERVI( Site Address: 7841 ROBERT CIRCLE Owner Name: TIM MILLER Lot Size: 22382 SO. FT. Owner Address: PO BOX 91848 Total Bedrooms: 3 Permit Bedrooms: 3 ANCHORAGE, AK 99509 - This permit is for the construction of: Z 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 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, seated, and heated to prevent freezing. Received By' i Date: O�C7Tj2Q Issued By: Date: - JQ L e 10 \ Municipality of Anchorage • --1 Development Services Department Building Safety Division' On -Site Water and Wastewater Program ; A ; , , 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. 6AI)- -5r:7 /- -�' / Propertyowner(s) Tim Miller Dayphone L/t(t—o?I,Z Mailing addressP.O. Box 91848, Anchorage, AK Zip Code 99509 Site address 7841 Robert Circle Zip Code 99516 Legal description (Sub'd., Block & Lot) Rabbit Creek Heights, Block 7H, Lot 20A Legal description (Township, Range & Section) Lot Size 22,382 Sq. Ft. Number of Bedrooms 3 THIS APPLICATION IS FOR (® all that apply): THIS APPLICATION IS AN: Absorption Field ® Initial Septic Tank ® Upgrade ❑ Holding Tank ❑ Renewal ❑ Privy ❑ Private Well 21 Water Storage ❑ 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 (Signature of property owner or authorized agent) Permit/Rush Fees: Date of Payment: Q '/ Receipt Number: (Rev. 11/05) Waiver Fees: Date of Payment: Receipt Number: Pannone Engineering Services, LLC P.O. Box 102954 Consulting Engineers Anchorage, Alaska, 99510 (907) 272-8218 (907) 272-8211 Fax February 14, 2008 Municipality of Anchorage Development Services Department On -Site Water & Wastewater Program 4700 S. Bragaw Street P. O. Box 196650 Anchorage, Alaska 99519 WAIVER FEES: _I1S" DATE OF PAYMENT: AI1I 08 i RECEIPT NUMBER: 16�atas Subject: Rabbit Creek Heights S/D, Block 711, Lot 20A Well and Septic System Permit Request Lot Line Waiver Request Ladies and Gentlemen: I am writing in to request a modification to Permit SW07,G2w200 The Owner has decided to keep the existing structure on this property and to add onto it to make it tver bedroom single family residence. The reserve field is located to close to the existing structures foundation. I have modified the design to move the reserve field east to maintain ten foot clearance to the foundation. Unfortunately, the eastern portion of the reserve field is located within five feet of the property line. I request your Department issue a lot -line waiver to four feet for the reserve field. The lot east of this property is undeveloped. Issuing this waiver will not affect the future development of Lot 19. Design Parameters 1. Soils. The soils were investigated during April of 2007. Ground water was verified on May 15, 2007. Ground water was found at 8.5 feet below ground level in the test holes. Bedrock was encountered in test hole one at a depth of 9.5 feet. It is my opinion that the overall soils appearance of the soils, an application rate of 2 gallons/day/square feet should be used using advanced treatment system and gravity flow to the drain field. 2. Trench Design. a. Percolation Rate: b. Application Rate: c. Number of Bedrooms: d. Design Flow: e. Min. Absorption Area: f. Minimum Length: g. Design Length: h. Effective Depth: i. Width: j. Effective Absorption Area: k. Total depth: 1. Septic Tank Size: 30-60 Min Per Inch 2.0 gpdpsf 3 450 gallons per day 225 sf 45 feet 50 feet 0.5 feet 5 feet 250 sf oq fee 1,500 gallon STEP Tank Page 1 of 2 Page 2 of 2 3. Surface Nater: 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: Lot 20A slopes to the north at approximately 20 percent based on a survey conducted in 2007. The proposed installation will be located in the southern portion of the lot, greater than 50 feet from slopes greater than 25%. 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, Steven R. Pannone, P.E. Owner/Civil Engineer Attachments: W:\PES Work Files\Letters\20A 7H Rabbit Creek Hts.004.doc Municipality of Anchorage CO. MIX I!Xfk) • Anchnrngc. Alaska !dAil9 fiG5(1.47a) IiLnorc Rnld (frim (!X17) 3 .&U)1 • Fac (!X)7) 343-82'W hllp://w��c.munLnrg 31a#or Mark Begich Development Services Dcpart.nrcrrt February 14, 2008 Steve Pannone Pannone Engineering P.O. Box 102954 Anchorage, AK 99510 Subject: Waiver Request for Rabbit Creek Ileights, B7II L20A Waiver Request WR#: 080005 Parcel ID # 020-571-21 SW070220 Dear Steve Pannone: Ment Nor sr^ Department Your request for a waiver of the required 10 feet horizontal separation from the absorption field to the property line has been approved. The approved separation distance is 4.0 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, N Deb Wockenfuss Civil Engineer On -Site Water & Wastewater Program Communii!y, Secicrity, Prosperity Municipality of Anchorage Development Services Department • Building Safety Division On -Site Water and Wastewater Program 4700 Bmgaw Street P.O. Box 1%650 Anchorage, AK 99519.6650 www.ci.anchoragc.ak.us (907)343-7904 Waiver Review Worksheet WR#:080005 PID#:020-571-21 HA/Permit# SW070220 Date Received: February 14, 2008 Legal Description: Rabbit Creek Heights, B711 L20A Engineer. Steve Pannone Pannone Engineering P.O. Boz 102954 Anchorage, AIC 99510 Applicant: Tim Miller Waiver Requested: 4' Lot line waiver Criteria: Geology A. Water Table B. Soil Sorption C. Permeability D. Water Table Gradient E. Horizontal Separation Total: Waiver Is Granted: X Waiver Is not Granted. Ust Conditions or Reasons for above: Points: Date: 02/14108 By: _ Deb Wockenfuss Name of Reviewer one....................................................................... Rec#: 104765 Amount: $]7 Date Paid: 2/14/2008 Pannone Engineering Services, LLC Consulting Engineers (9071272-8218 August 20, 2007 Municipality of Anchorage Development Services Department On -Site Water & Wastewater Program 4700 S. Bragaw Street P. O. Box 196650 Anchorage, Alaska 99519 Subject: Rabbit Creek Heights S/D, Block 7H, Lot 20A Well and Septic System Permit Request Response to Comments Ladies and Gentlemen: P.O. Box 102954 ge, Alaska, 99510 )071272-8211 Fax I am writing in response to your comments concerning the issuance of a Permit to construct a new well and septic system. Your pink sheet dated August 8, 2007 had one comment. I will respond that comments in the same order it was presented. Comment: Engineer may need more groundwater monitoring data to determine the high groundwater. Response: PES has monitored the ground water from April 4, 2007 through the spring high ground water monitoring period and all summer. On May 15, 2007, the traditional date of spring high water, the ground water was monitored to be 8.5 feet below ground level. As you are aware, spring came late to the upper hillside and on July 25, 2007 a water depth was measured at four feet (-4') below ground level. Since then the ground water levels have dropped to a depth of five feet below ground on August 19, 2007. I believe the high ground water occurred in the month of June when the ground water was monitored at a depth of four feet below ground level. The proposed system will maintain four feet separation to the highest level of ground water monitored. Design Parameters 1. Soils. The soils were investigated during April of 2007. Ground water was verified on May 15, 2007. Ground water was found at 8.5 feet below ground level in the test holes. Bedrock was encountered in test hole one at a depth of 9.5 feet. It is my opinion that the overall soils appearance of the soils, an application rate of 2 gallons/day/square feet should be used using advanced treatment system and gravity flow to the drain field. 2. Trench Design. a. Percolation Rate: b. Application Rate: c. Number of Bedrooms: d. Design Flow: e. Min. Absorption Area: f. Minimum Length: g. Design Length: 30-60 Min Per Inch 2.0 gpdpsf 3 450 gallons per day 225 sf 45 feet 50 feet Page 1 of Page 2 of 2 h. Effective Depth: L Width: j. Effective Absorption Area: k. Total depth: 1. Septic Tank Size: 0.5 feet 5 feet 250 sf 4 feet 1,500 gallon STEP Tank 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: Lot 20A slopes to the north at approximately 20 percent based on a survey conducted in 2007. The proposed installation will be located in the southern portion of the lot, greater than 50 feet from slopes greater than 25%. 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, Steven R. Pannone, P.E. Owner/Civil Engineer Attachments: C:\Work\Letters\20A 7H Rabbit Creek Hts.003.doc ---... \, -PROPOSED WELL— ........ .. _._ 130.1 ..... \..._ —.144.1. PROPOS£D.,1500g ... ,. _ _ % II -- ""' STEP TANKW /AX20 POD & AUX PUMP VAU T `1 PROPOSED •PRIMA RY SAS PROPOSED - 2. EA 5'WiDE TRECHES - 3BR HOUSE.._ 1 100 25LFxO.5 ED, 3rTD ' ........ ��•\ ".__.L1,Sg TH2 .0 ...... . ....... _ 10.0..._. PR POSED RESERVE -$A ' I 7.4 14 2 A 5 •WIDE TRECHES .6 Ill ..'�... 2 LFxO.5 ED, tTv 70 - 4.7 O w£LL._ '�• EXIST*G BLDG TO , ; f ROBERT CIRCLE EXIST•C ` \ 'WELL •.- ._... ... .. \. /SS U D FOR.-CONSTRUCTI�N 2/14/08`'-.. _ __, '. Nx\ = OFAt 1�) PANNONE ENG SVC, LLC REVISED Dole gyp,. S��) P.O. BOX 102954 ANCHORAGE, AK 99510 y �� PHONE (907) 272-8218 FAX 7/16/07 * .4 TtI (907) 272-8211 *� Stole Lot 20A Block 7H Rabbit Creek j Leven annoc n- e. Heig hts P.I.D. NO 020-571-2 Tim Miller �'. CE 8149 i o P.O. BOX 91848 a 08 ERMI PT No. Anchorage, AK 99509 DESIGN Sheetxxxx PLAN 20F6 -1.0 OR CL - f.5 -10 t— BOH 0 If n 'l PMu FXin W Groundwater 0-4.0 monitored 7/25/07 SECTION a Na 4.0 ' Min 2' Fill, Topsoil & Seed top 6" 2" R%gid Insulation %iter Fabric �.1 el 6" above p%pe inv Dista on Pipe 1 1/4 0 w/ 1/8' oles ®30" O.C. ravel be/ow pipe inv. .5' Sand, Min NOTE: Reserve Field size & configuration identical to Primary field. Separate 10' min a --UL. 5£E PUNS d SMAON FOR &MrNSONS PROFILE ISSUED FOR CONSTRUCTION 2/14/08 OF Al,PMNOoNE4 EN SVC, 9LLC P.O. BOX 1* . TH *,�� PHONE (907) 272-8218 FAX (907) 272-8211 Lot 20A Block 7H Rabbit Creek Heights Steven' CE 8 Tim Miller rcS. 81 49 4 �I� D�/� P.O. Box 91848 � ... — Anchorage, AK 99509 DESIGN DETAIL 07/16/07 Stole NTS ).J.D. NO SW07xxxx Sheet 3 of SPECIAL PROVISIONS TO SPECIFICATIONS 1. ALL CONSTRUCTION SHALL BE INSTALLED AS SPECIFIED IN THE MOST CURRENT EDITION OF THE MUNICIPALITY OF ANCHORAGE STANDARD SPECIFICATIONS (MASS) FOR COMPONENT PARTS AND MATERIALS USED IN CONSTRUCTION OF ON-SITE WASTEWATER DISPOSAL SYSTEMS. 2. ALL WORK SHALL BE IN ACCORDANCE WITH THE ATTACHED SPECIFICATIONS. 3. SCOPE OF WORK: 3 -BEDROOM HOUSE, NEW DRAIN FIELD, 1500g STEP TANK, 1 EA. ADVANTAX AX20 POD, AUXILARY PUMP VAULT. 4. GROUNDWATER IS NOT EXPECTED TO BE ENCOUNTERED DURING EXCAVATION, AS EVIDENCED BY THE SOIL TEST HOLE INFORMATION. IF AN APPARENT WATER TABLE IS OBSERVED IN ANY OF THE EXCAVATIONS LESS THAN 8 FEET BELOW EXISTING GRADE, NOTIFY THE ENGINEER IMMEDIATELY, 5. THE CONTOUR INTERVAL IS FOUR FEET (4') AND BASED ON MOA MAPPING. 2rw DESIGN PARAMETERS N0. BEDROOM: 3 DESIGN FLOW= 450 gpd TANK SIZE: 1500 gallon STEP PERC. RATE: 30-60 MPI SOIL RATING: 2 gpd/SF AREA ROD: 225 SF SYS. TYPE: 5' -WIDE, 0.5' ED MIN LENGTH: 45LF Sl�E: 2 ecch 5' -Wide Trenches 25LFx5'WIDE, 0.5'ED, 4' TO TOTAL AREA: 250 SF ADVANTEX DETAILS ABBREVIATIONS CU COPPER DIP DUCTILE IRON PIPE TH TEST HOLE FC FOUNDATION CLEAN-OUT T(/ TANK CLEAN-OUT NO. C# CLEAN-OUT NO. M# MONITOR TUBE NO. R.I. RIGID INSULATION PANNONE P.O. I PHONE (! xILIAR Pt1Yl eA$il LEGEND —"—"'— WATER LINE/ WELL RADIUS — ss — ss — EXIST'G SEPTIC '—Ss— NEW SEPTIC _—J CHAINLINK FENCE ISSUED FOR CONSTRUCTION 2/14/08 ENGINEERING SVC, LLC ( 102954 ANCHORAGE, AK 99510 7) 272-8218 FAX (907) 272-8211 : Z "' `... %' Lot 20A Block 7H Rabbit Creek Heights n R: ne CE 8149 i Tim Miller ?/14/0r. P.O. Box 91848 htaEs9a��r Anchorage, AK 99509 7/16/07 SCole NTS P.I.D. NO 020-571 PERMIT NO SW07xxxx DESIGN Sheet NOTES 4 of 6 TEST HOLE 2 SLOPE OR Organics CL/ML Croy Clayey 2 Silts ------ - -- ----- -- - ------- MLI CM Brown Silts W/ Crovel 6 7 TEST TH2 8 HOLE 7H\ 9 to BOH It 12 13 14 WAS GROUND WATER SLOPE ENCOUNTERED? 15 IF YES, AT WHA 16 DEPTH? N/A- TEST HOLE 17 DEPTH TO WATER AFTER MONITORING? -8.5 18— DATE: 511510 19 7,125107 -4,0' WA TER 20 READING CLOCK NET l7mr LEVEL NET DROP 11ME READING I PRESOAK - 2 10:43 5.52 - J I I:IJ 30 6,07 055 N4 IVIJ - 553 - 5 1 l-43 30 609 0,56 6 11-43 - 553 7 12:13 Jo 609 0.56 PERCOLATION RATE 53.6(m;nl;nch) PERC HOLE DIAMETER 6 TEST RUN BETWEEN 5FT TO 6F DATE OF SOIL TEST: 411310 DATE PERCOLATION TEST: 612,910 COMMENTS: Test hole excavated by Owner. Test Hole was presoaked before perc test Perc test performed at different date due to snow melt running into bench at time of soils test. PERFORMED BY.• Steven R. Pannone, P.E. I CERTIFY THAT THIS TEST WAS PERFORMED INACCORDANCE WITH ALL STATE AND MUNICIPAL GUIDLINES IN EFFECT ON THE DATE OF THIS TEST. REVISED Date PAMONE ENG SVC, LLC 7/16/07 OF: A.'q kkil P.O. BOX 102954 ANCHORAGE, AK 99510 Scale PHONE (907) 272-8218 FAX (907) 272-8211 N. P.I.D. NO ... .. .. .. Lot 20A Block 7H Robb;t Creek Heights 020-571-2 0 e Tim Miller PERMIT NO. CE 8149 P.O. Box 91848 SOIL LOG SW07xxxx O 4f -.7. 5/. Anchoroge, AK 99509 PERCOLATION Sheet TEST 6 OF 6 I 3 4 5 6 a 9 10 11 12 13 14 15 16 17 18 19 20 TEST HOLE I OR IOrganics w/ Rootmoss GM BOH Silty Grovel to Grovely Sill SLOPE WAS GROUND WATER ENCOUNTERED? �q IF YES, AT WHAT DEPTH? - N/A - DEPTH TO WATER AFTER MONITORING? 8.5 DATE.• 5/15/07 7/25/07 -4.0' SLOPE TEST HOLE READING CLOCK VE NET TWE A rER RE EWL DNC NET DROP I PRESOAK 2 2:33 4.67 J l:OS JO 5.I3 0.51 4 J:03 4,53 5 J:3! JO 5.05 0.52 6 !3 4.57 7 4.03 !O 5.09 0.52 PERCOLATION RATE 58 (min/inch) PERC HOLE DIAMETER 6in TEST RUN BETWEEN 3FT TO 4FT DATE PERFORMED: 4/13/07 COMMENTS: Test hole excavated by Owner. Test Hole was presoaked before pert test. PERFORMED BY.. Steven R. Pannone. P.E. 1 CERT/FY THAT THIS TEST [VAS PRRMP, F At,4\k,19"' I P oNNOaNE4 INGRASVCK LLC ..�� v�l. 510 PHONE (907) 272-8218 ANCHORAGE. AX (907) 272-8211 Lot 20A Block 7H Rabbit Creek Heights n R. ' ;noon; j Tim Miller CE 8149. P.O. Box 91848 7/25/03'" a �n naa� Anchorage, AK 99509 I1h 7/16/07 r-50' SOIL LOG— sw07Axxx 'ERCOLATION sheet TEST 5 or 6 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 TEST HOLE 1 OR Organics w/ Rootmoss GM BOH Silty Gravel to Gravely Siff SLOPE WAS GROUND WATER ENCOUNTERED? IF YES, AT WHAT DEPTH? - N/A - DEPTH TO WATER AFTER MONITORING? 8.5 DATE.• 5/15/07 -SITE. SLOPE TEST HOLE READING GLaK NET TIME WArER RL EVrL 0 NC NET DROP I PRESOAK Lot 20A Block 7H Rabb if Creek Heights Tim Miller P.O. Box 91848 Anchoroge, AK 99509 2 2:JJ SOIL LOG— PERCOLATION TEST 4.62 Sheet 5 OF 6 J J:03 JO 5.13 O. TF - I4 4 J 03 4.53 5 J:JJ 30 505 0.52 6 j JJ 4.57 7 4.03 JO 5.09 0 T2 PERCOLATION RATE 58 (min/inch) PERC HOLE DIAMETER 6in TEST RUN BETWEEN 3FT TO 4FT DATE PERFORMED: 4/13/07 COMMENTS: Test hole excavated by Owner. Test Hole was presoaked before perc test. PERFORMED BY. Steven R. Pannone, P.E. I CERTIFY THAT THIS TEST WAS PERFORMED INACCORDANCE WITH ALL STATE AND MUNICIPAL GUIDLINES IN EFFECT ON THE DATE OF THIS TEST. ��\\ � of AL. Ggs�ll i.�P '• f 1 A * : 0,0 �_ *� y,NO • •Dteven •R. •(So none• j 4 •.CE 8147• ' Il�.-c�_ PANNONE ENG SVC, LLC P.O. 80X 102954 ANCHORAGE, AK 99510 PHONE (907) 272-8218 FAX (907) 272-8211 REVISED Dote T t6�o7 Stole 1'.50' Lot 20A Block 7H Rabb if Creek Heights Tim Miller P.O. Box 91848 Anchoroge, AK 99509 P.I.D. 71 zo-s7t-z SOIL LOG— PERCOLATION TEST PERMIT NO. Sw07xxxx Sheet 5 OF 6 1 2 J 4 5 6 7 8 9 to 11 12 1i 14 15 16 17 18 19 20 TEST HOLE 2 CLOCK TIME OR Organics CL/ML Croy Clayey PRESOAK -%,ffs AiLl GM Brown Silts *1 - Gravel BOH SLOPE TEST HOLE WAS GROUND WATER ENCOUNTERED? Np IF YES, AT WHA DEPTH? — A "eff "Ifl�aWLff ,&U�YA&Yd TH2 TH1 SLOPE TEST HOLE READING CLOCK TIME NET TIME WATER LEVEL READING NET DROP I PRESOAK 2 10:43 - 5.52 j 11:13 30 607 0,3-5- 4 11:13 53 11 5 11:43 30 609 0,56 6 1143 - 553 - 7 –T— 213 JO 609 a56 I I 1 — I PERCOLATION RATE 53.6(m;nlinch) PERC HOLE DIAMETER 6in TEST RUN BETWEEN 5FT TO 6FT DATE Or SOIL TEST: 41IJ10 DATE PERCOLATION TEST,• 612910 COMMENTS: Test hole excavated by Owner. Test Hole was presoaked before perc test Perc test performed a different date due to snow melt runninginto bench at time of soils test. CE 8149 PANNONE ENG SVC, LLC P.O. BOX 102954 ANCHORAGE, AK 99510 PHONE (907) 272-8218 FAX (907)272-8211 20A Block 7H Robbit Creek Heights Tim Miller P.O. Box 91848 Anchoroge, AK 99509 7/16/07 Scale SOIL LOG— SW07xxxx 'ERCOLA TION Sheet TEST 1 6 OF 6 MUNICIPALITY F ANCHORAGE o'Ntt- Development Services Department Phone: 907-343-7904 On -Site Water & Wastewater Section Fax: 907-343-7997 Certificate of On -Site Systems Approval Parcel I.D. 020-571-21 Expiration Dater � fl ( (D - 36 - Z C92 0 1. GENERAL INFORMATION Complete legal description RABBIT CREEK VIEW & HEIGHTS BLOCK 7H, LOT 20A Location (site address) 7841 ROBERT CIRCLE, ANCHORAGE, AK 99516 Current property owner(s) TIMOTHY & AUDREY MILLER Day phone Mailing address Real estate agent 7841 ROBERT CIRCLE. ANCHORAGE, AK 99516 2. TYPE OF DWELLING: ® Single Family (w/wo ADU) ❑ Duplex ❑ Multiple Dwellings (Single Family and/or Duplex) Day phone 3. NUMBER OF BEDROOMS: 3 4. TYPE OF WATER SUPPLY: TYPE OF WASTEWATER DISPOSAL: Private Well ® Private Septic Water Storage ❑ Holding Tank ❑ Community Well ❑ Community ❑ Public Water System ❑ Public Sewer ❑ Waiver request for: Distance: Received by: Date: COSA to be released to the engineer, unless otherwise requested by the engineer. COSA Fee $-S 5 0 - 00 Waiver Fee $ Date of Payment 101 ZI [ 2-0M Date of Payment Receipt Number U�;t G3"D Receipt Number COSA # 0Z 10ISO' - Waiver # 5. STATEMENT OF INSPECTION BY ENGINEER As certified by my seal affixed hereto and as of the validation date shown below, I verify that my investigation, based on procedures outlined in the Certificate of On -Site Systems Approval Guidelines for this application, shows that the on-site water supply and/or wastewater disposal system is (are) safe, functional and adequate for the number of bedrooms and type of structure indicated herein. I further verify that based on the information obtained from the Municipality of Anchorage files and from my investigation and inspection, the on-site water supply and/or wastewater disposal system is (are) in compliance with all applicable Municipal and State codes, ordinances, and regulations in effect at the time of installation. I acknowledge that On -Site staff may visit the site to verify the information submitted. Name of Firm ANDERSON CONSTRUCTION & ENGINEERING Phone 345-3377 Address 4661 NATRONA AVENUE, ANCHORAGE, AK 99516 Engineer's Printed Name MICHAEL N. ANDERSON, PE Date 10/14/2019 Comments: This investigation was completed in compliance with MOA guidelines, regulations, and best industry practices / methods. The assessment of the condition of the well and septic applies only to the conditions as of the day tested. The flow and absorption rates may change A Q� T� Z due to subsurface conditions that may not be observed from the surface, changes in land use, ; local soil characteristics, groundwater levels that may fluctuate during the year, quality of ,or -0 , construction (workmanship & materials), the water usage of the family being served by the Vr 41 system and maintenance. The operational life of all well and septic systems are subject to `okwu ( � these various and dynamic characteristics and are outside the control of the evaluator of ox. W -T � f� well and septic system. Therefore, any estimate of how long a system will function sad / l / for current or future occupants or guarantee that no unseen encroachments, deficie r discrepancies exist can be given by and Anderson Construction & Engineerira� O prr-ir o WATE `cxe� 6. DSD SIGNATURE �r� WA � A System #1 Approved for bedrooms r PROGRx�s�av�� AA�1 System #2 Approved for bedrooms s Disapproved /�jERV 1C��,1 Conditional approval for bedrooms, with the following stipulations: By: _ Original Certificate Date: The Municipality of Anchorage Development Services Division (DSD) issues Certificates of On -Site Systems Approval (COSA) based only upon the representations given in paragraph 5 by an independent professional civil engineer registered in the State of Alaska. The Municipality of Anchorage is not responsible for errors or omissions in the professional engineer's work. OW_11119IF_TH:IITI14ki111163 COSA Checklist X Nitrate Advisory Septic System Advisory Arsenic Advisory Well Flow Advisory Other COSA Checklist blue sheet Legal Description: RABBIT CREEK VIEW HEIGHTS BLOCK 7H LOT 20A Parcel ID: 020-571-21 If more than 1 septic system on lot: COSA Checklist # _of _ Structure served by this system A. WELL DATA ® Well log is filed with Onsite (or attached) Water storage tank volume 165 gallons Date drilled 10/21/2008 Well disinfected for coliform test? ❑ Yes ® No Total depth 55 ft ® Coliform bacteria is Negative Cased to 55 ft Nitrate 4.87 mg/L ❑ Nitrate less than MRL (ND) ® Sanitary seal is functioning correctly Arsenic ug/L ® Arsenic less than MRL (ND) ® Wires are properly protected WIN Casing height (above ground) 24+ in. Collected by N Date of flow test for COSA 10/7/2019 Static water level at beginning of test 26- ft. Date of Sample 7/15/2020 Well production at time of test 3.7 gpm Comments Pitless installed and waterline buried 2019 - Sullivan / N. Ex B. TANK DATA — 7/25/2008 - 1500 GAL Age of tank(s) 12 years Tank type/material ADVANTEX / STEEL Measured operating fluid level in septic tank *40" ® Standpipes/foundation cleanout per record drawing Date of pumping 10/23/19 - AX MAINT. C. LIFT STATION ® Required maintenance completed Age of lift station 12 years Lift station material Fiberglass Comments: *Per float levels — maintenance report. D. ABSORPTION FIELD DATA — 2 @ 25'L x 5'W x 0.5'ED — 2 GPD/SF = 250 SF Which system tested (date installed) 7/25/2008 Adequacy test date 10/7/2019 ® ALL standpipes present per record drawing Results 0 Pass For 3 bedrooms Total measured depth from grade 2.7 - 3.6 ft (max) Fluid depth prior to test 1 / 0 in Measured depth to pipe invert from grade. -ft (min) Water added 470 gal ® N/A — pressurized field New depth 6 / 5 in ® Monitor tubes go to bottom of effective. If not, state Elapsed time <40 min depth into effective ® Code -required soil cover over field Final fluid depth 1 / 0 in ❑ System presoaked Absorption rate 450 gpd (Required if vacant for greater than 30 days prior to Any rejuvenation treatment (past 12 months) N date of test) Gallons introduced gallons If yes, enter date Comments/Deficiencies: Per IR SWTs & Plan View — it appears all standpipes are present & there is only one monitoring tube per trench. As -built survey missing the MT closest to house in the lower trench. COSA Checklist copy.docx E. SEPARATION DISTANCES From Private Well on Lot to: (Please enter distances if less than required or if community well) Septic Tank/Lift Station on Lot > 100' ® Yes if No Community Sewer Manhole/Cleanout > 100' ® Yes if No ft ® Yes if No ft Neighboring Tank > 100' ® Yes if No ft Private Sewer/Septic Line > 25' ® Yes if No ft Absorption Field on Lot > 100' ® Yes if No ft Holding Tank > 100' ® Yes if No ft Neighboring Absorption Fields > 100' Water Service Line > 10' ® Yes Animal Containment > 50' ® Yes if No ft ® Yes if No ft Manure/Animal Excreta Storage > 100' Community Sewer Main > 75' ® Yes if No ft ® Yes if No ft From Septic/Holding Tank on Lot to: (Please enter distances if less than required) Building Foundations > 10' ® Yes if No ft Surface Water > 100' ® Yes if No ft Property Line > 5' ® Yes if No ft Wells on Adjacent Lots: Absorption Field > 5' ® Yes if No ft Private Wells > 100' ® Yes if No ft Water Main > 10' ® Yes if No ft Community Wells > 200' ® Yes if No ft Water Service Line > 10' ® Yes if No ft If septic tank is under driveway comment below From Absorption Field on Lot to: (Please enter distances if less than required) Building Foundation > 10' ® Yes if No ft If absorption field is under driveway comment below Property Line > 10' ❑ Yes if No *8.8 ft Wells on Adjacent Lots: Water Main > 10' ® Yes if No ft Private Wells > 100' ® Yes if No _ ft Water Service Line > 10' ® Yes if No ft Community Wells > 200' ® Yes if No Surface Water > 100' ® Yes if No ft F. ENGINEER'S COMMENTS *Per MOA approved IR 12/10/2008 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 COSA guidelines in effect on this date. 11/219 COSA Checklist.docx C5/'18/2019 13:44 868677E FLUS FACE 07 PmportyOvmor/Tmc:klnQ 0 pH (6.9) Operator � — Audrey Miller FI*At Cords ................... Larry Ben's Floats ........................ alta Addmv- Pump ...................... Gertner Phonr ��- 7841 Robert Circle, Anchorage AK 99516 ,— (907) 382-1192 AX Site To 4 County ID ftPod 4 FrrU NMI- ft Clete of Lest Inooettlon AX -118041 5}tV070220 405912 RTU114174 07/02/20'18 Retrieve O&M Info Dally flow Recirc ratio W Timer settings: Perform Field Sampling/Observations NTT1U 115x pH (6.9) DO( (2-6) /NFJ�TyUs) Splice Box .................... FI*At Cords ................... Odor of Sample Typical Z'Musty ❑ Earthy ❑ Moldy Non -typical KSuttlde ❑ Cabbage ❑ Decay oily flim In PVU [ Yes l—' No Foam In tank (w Yes �No Check Control Panel ReciFekmps Discharge Amps ) 7 1(_ `--f Audible and visual alarms v0OK Dial tone (telemetry only) 0 Yes � I No Inspect/Glean Pump System r��ttt Comments Signature Clean Measure Sludge/Soum Sludge Scum 1St Compartment Inspect Riser/Lid .............. . . . . . . . - Splice Box .................... FI*At Cords ................... Current Floats ........................ Current Pump ...................... Siotube" Filter ................. ,— Biotube Pump vault ............ Recirculating Splitter Valve....... Comments Signature Clean Measure Sludge/Soum Sludge Scum 1St Compartment Currant C( Previous Current Previous 2nd Compartment Current previous Current Previous Inspect/Clean AdvanTex Filter Odor: Normal E3Pungant Blomat•, Normal 0 Excosslvp II, Bridging/Ponding: IUonolMlnor ❑Excessive InspecttCiean biseharge Pump System Inspect Riser/Lid 0 Splice Box 0 Float cords Inspect/Setrvice Other System Components inspoct Olein Ldficralq/OrHices � Pod Bottom r?I Intak.+s Vent r'_l r Inspect Cican Floats Pump I Inspect Clean Inspect Clean Disinfection Equipment ,�'] Disperse► Laterais/orifices 4--ff �' J Observations Additional: Services Rendered ❑ Cleaned textile sheets? E:, Replaced UV itoms? Cj Replaced/Used other Items? Parts used, W = Warranty, B = Billable (✓ appropriate selection) W B item Number Description Final/Safety Inspection 9RSV reinstalled 7Manifold reconnected; flush valves closed Summary/Ptecommendations ❑ System performing; no further action needed ❑ Call for service Date Fax completed form to 1-866-38$-7404. [Lids bolted on Control panel reacts}rated ❑ Tank needs pumping ❑ other? OWNER - tie: (print m:inle) . STATE",OF AL SSA E•. TI�FkD UD IAL DISTRICT iti=T t ac�knowled-e.i before ore this dd"� of tear i r strt elntteas v L W 'A.TE OF ALASKA NOTARY PUBLIC �< NOTrkRY IaUBLIC FOR ALAS ChristinaSnit My Gutrim+ssicrts EriifS Decarnt>er 12.242 t-. ,MUNICIPALrrY- Fy: � �, r � Ignat«re) ?ate_ ..'(print nta.r Title: g � t 31` Faats}; qy� i• w3 or, 1 F T � N 89'46 4 1 r t 1484 SUBMITTA[ � • _ APR 2 •9 RECD > r t LOT 20A . � �•'�-- 10' SETBACK 10sBLOCK 7H ETBa i 0.51 ACRES± l i 19 FOUND MONUMENT — O i to ComPACTED GRAVEL = � ` o i Y& -LL a SEWER VENT NE N d 4 m SEWER MANHOLE BY Date 47 All work 3hall be done as shown on t is I `� pl�tplan Approved plans and specifi .atio'm sltaff not e changed, modifiedr without fist obtaining ' a valid e1' t chaagc rder. GRAPHIC SCALE 15 0 tE sc t g 44.52 —4-1 t �,, � w i 5g,43�,•,_-- R 62•T Q• � r Q�`'.• s 0 gA �� 2 '(ftp : 1...'• � rn 1"38' 36 6 LEGAL DfSCRIPIit]N ANCHORA►AGGE, ALASKA LOT 20A. BLOCK 7H, PROEES515�l�' D 511RYEYDRMI A— LAT CUMLEL RABBIT CREEK VIEW & �� La MUMR AU[SfiEY COrtM 947 M6 RABBIT CREEK HEIGHTS —243-2224 �t-n-aa PM SUBDIVISION REPEAT ME Ll Anna suRVEYn� A nna TllNAYS un c_OLT LAYOUT NAW I T 2