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Home My WebLink AboutCROSS VIEW ESTATES BLK 2 LT 9Cross View Estates Block Lot 9 #015-221-71 Municipality of Anchorage ' Development Services Department ~ Bu,d~na Safety Dl~,,ion ~ ~, On-Site Water and Wastewater Program, 4700 Bragaw St. P.O. Box 196650 Anchorage, AK 99519-6650 Page of www.ct.an~orage.ak.us (907) 343-7904 ON-SITE WASTEWATER DISPOSAL SYSTEM AND/OR WELL INSPECTION REPORT Permit Number. $w08062 PID Number. 015-221-71 Harding Homes of Alaska Wastewater System: [] New [] Upgrade 9380 Autumn PJdge Circle Anchorage, AK 99516 ABSORPTION FIELD 337-9109 6 I;3Oee~Tmnc~ EIS~,Tr.n~ {:3Se~ D~oune LEGAL DESCRIPTION .8 ~,c~e 13.0-13,5 ea:x 2 ux 9 su~*e. Cross View Estates 5-5.5 Ft. 8 0-.5 Ft. 80 F~. Private 420 ~. 400 ~t 1,280 ~e ASTM D3034 PVC Alpine Drilling 3/23/06 242 Ft L~e Dipper Excavating 7/24-26/2009 10 ~'M 280 R. 2 SEPARATION DISTANCES El Septic I-I Holding [] S.T.E.P. [] Other:. Tank Field Station Tank Sewe~ Une Anchorage Tank 2,000 w~ >100' >100' >100' N/A >25' Steel Two s...=.w.. ,loo' >1oo' >1oo' N/A ~ / LIFT STATION / t~L~e >5' >10' >5' NIA C~ Well Placed in Telephone and ElecUical EasemenL See BENCH MARK Letters of Non Objection and Encroachment Agreement. Lower Floor Slab. 100.00 Inspections performed by: A. Harala Dates: 1*t 7/24/2008 .~. O~eo.A.~' Development Services Department Approval ~'.: 49.~1;., ,, Conditional Approval Date: Reviewed and approved by: ~///~ Date: "11 Permit Number: SW080062 Municipality of Anchorage DEVEOPMENT SERVICES DEPARTMENT 4700 Elmore Road Anchorage, AK. 99519-6655 - 343-7904 Page 2 of 3 015-221-71 HERITAGE HEIGHTS DRIVE R=280.00' S 8g'48'17'E 108.58' AJ[. Site Advontex Treatment System ® 'iH40 Six Bedroom Home CROSS LOT VIEW ESTATES 9, BLOCK 2 40,905 $.F. 50' Z Permit Number:. SW080062 Municipality of Anchorage DEVEOPMENT SERVICES DEPARTMENT 4700 Elmore Road Anchorage. AK. 99519-6655 - 343-7904 On-Site Wastewater Disposal System or Well Inspection Report Page 3 of 3 PID No. 015-221-47 2.000 Gallon ~4 / Septic Tank .0 93.7 79.0 No Groundwater 98.8 Geotextile Fabdc Dminfield Rock 40' (Tmnct~ Length) 85.7 L93.7 98.6 Geotexfile Fabric Drainfield Roc~ 93.5 ~ 93.5 85.4 I :~;:' ~ I I · I PROFIL[ AS-BUILT.~ ~o. ~-,~,/:~J I ~700 DEFIII 2 3 4 5 7 11 2O MUNICIPALITY OF ANCHORAGE DEVELOPMENT SERVICES DEPARTMENT BRAGAW STREET ANCHORAGE, AK 90519-6650 SOILS LOG - PERCOLATION TEST LEGAL DESCRIPTION: PERFORMED FOR: DATE: 7/22/08 PARCEL ID#: OB/OG LOT 9~ BLOCK 2~ CROSS VIEW ESTATES SUB. HARDING HOMES OF ALASKA PROJECT No.: TECHNICIAN: I CLEAN WELL GRADED SAN WITH GRAVEL SW/SH BOH @ 19' M. ANDERSON SLOPE NO $1TI~ PI. AN SEE SITE pLAN 5% DATE OF MONTTORING' 7t22/05 DATE READ NG GI~OSS TIM. E .NET TIM.E DwEPA~'~F~0 N~T DRQP [ [HINUTES) I[MINUTES) (INCHES) [ ,~INCHES) TEST HOLE PRESOAKED PRIOR TO TESTING: 7/22 1 10:04 5.25" 2 10:14 10 12.75" 7.50" 3 10:15 5.13" I I 4 10:25 10 12.38" 7.25" 5 10:26 5.38" I6 10:36 10 12.63" 7.25" PERCOLATION RATE; 1.4 (MINa~CH) PERC. HOLE DIA, 8" (INCHES) TEST RUN BETWEEN: 6.5 FT. and 7.5 FT. COMMENTS: TEST HOLE PRE SOAKED PRIOR TO TEST. SOILS VERIFICATION SAME AS TEST HOLE A. TEST PERFORMED BY ANDERSON ENGINEERING. I, MICHAEL E. ANDERSON CERTIFY THAT THIS WAS PERFORMED IN ACCORDANCE WITH ALL STATE AND MUNICIPLE GUIDELINES IN EFFECT ON THIS DATE.'. 5/22/2009 IBm IIiU FAX NO. :90? J~5 02~2 Ma~.22 L:~09 O?:5~AM Pi ALPINE DRILLING & ENTERPRISES Permit Number:. #SW~60029 Date of Issue: 3-7-06 Date Started: 3-20-06 . . Date Completed: 3-23-06 Legal Description: Property Owner Name & Address: Borehole Data: Soil Type, Thickness & Water Str~ stick-up silt gravelly silt sandy silt gravelly silt sandy gr~vol gravelly silt silty gravel gravelly silt .. silty gravel gravelly send' . gravel wi bldrs sandy silt gravelly silty sand cobbly gravelly silt sandy silt H20 3 gpm gravelly silt w/gravel lenses silty water 286 290 384 386 Parcel Identification Numb~r:~ Is well located at approved permit location? [] Yes [] No ~erftege Hills #1 Lot O CFM Hillside, LLC 10380 Nigh Road A,.nchora~le, Alaska 90515 Depth (ft) Method of Drilling [] ah' rotary [] cable tool From To Casing type: ,Free/ 0 2 WallThickness:.250 inches 2 7 Diameter: _6 inches Depth: 400 feet 7 30 Liner Type: Diameter: inches Depth: feet 30 35 Casing stickup above ground: ~ feet 35 42 Static water level (from Found level): 242feet 42 61 Pumping level: 265 fcct after 61 93 2 hours pumping/0 gpm 93 103 Recovery Rate:/0 gpm fO3 112 Method of Testing: oirlift 112 119 Well Intake Opening Type: 119 126 [] Ol~n End [] Open Hole 126 151 [] Screened St,~t fcct Stopped fcct [] Perforations Start ~58toc feet Stopped ~62t0c 151 191 Grout Type: ~e.tonite Volume: 191 204 Depth: Start 0 fcct Stopped ?.feet 204 256 Pump: Intake Depth __ feet 256 262 Pump size hp Brand Name 262 420 Well Disinfected Upon Completion? [] Yes [] No Method of Disinfection: ch/edna tab/els 260 284 Comments: best alternate waIer source would be at 260' 376 390 Well Driller;. Well Driller 400 420 Mailing Address AK Attention: The well driller shall provide a well log to the property owner within 30 days of complciion and the property owner or the well driller shall provide n well log to the Development Se~ices Departmem within 60 days of completion. CAll. F(~ eKE ;~qow Pump & WEll SERvicE, LLC ENCROACItMENT PERMIT. 1203-22D 0-2737 ENO9003 015-221-71 This pcrmlt is between Chugach Electric Association, Inc., an Alaska non-profit electric cooperative, (herein"Chugach"), whose address is P. O.Box 196300, Anchorage, Alaska 99519 and Harding Homes of Alaska, Inc. (herein "Permitt~e'), whose address is 93 g0 Autumn Ridge Circle, Anchorage, Alaska 99507. 1. ]~asement. Chugach is the grantee or us~ of an easement for the construction and r,~nterumce of electrical facilities, as follows: Dcdicetcd by the plat of thc subdivision known as Cross View Estates Subdivision, according to Plat Number 2006-171, recorded on the Sth day of December 2005, on file in the office of the District P, ecordcr, Anchorage l~ecording District, Seward Meridian, Described in flat certain written instrument recorded on the Sa day of August 2006, at Document Number 2006-053607-0, on file in thc office of thc District Recorder, Anchorage Recording District, Sewerd Mcridiar4 Alaska, herein "Easement") which pertains to thc following described real property: The Easterly Twenty Feet (E'ly 20') of Lot Nine (9), Block Two (2), Cross View Estates Subdivision, according to.Plat Number 2006-171, recorded on the 8e, day of December 2005, on file in the office of the District Recorder, Anchorage Recording District, Seward Mcridb. n, Alaska. Permit'tee ,~t~owledges the validity of the Easement. Permlttee warrants and represents thst pe~a~ittee is the o~vner of the fee simple interest in the land subject to thc Easement and the following described real property to which the Easement is adjacent: Lot Nine (9), Block Two (2),~Cross View Estates Subdivision, according to Plat N..umb. cr 2006-171, recorded on the 8~ day of December 2006, on file in the office of the District Recorder, Anchorage Recording District, Seward Meridian, Alaska, (herein "Parcel") Encroachment Permit - Page 1 of 4 2. ]~ncroachraent. Permtttee has constxucted or purchased the following improvements on or within the real property subject to said Easement: A water well that encroaches approximately Three Feet O') into said Easement for a distance ofappro×im~tely One Foot (1'), (herein "Encroachment"). 3. Permit. Chugach hereby authorizes Permittee to continue the existence of the Encroachment in its existing location subject to the covenants set forth in this permit. 4. Indemnification. Permittee sh~1! inde~,~ify and hold Chuga~h harmless from any claims for personal injury, propeay damage or other loss arising in any way fzom the continuation of the Encroachment. 5. ]% Expansion or Increase. Permtttee shall not in any way expand ox increase the extent to which the Encroachment occupies any of the real property encumbered by the Easement without the prior written consent ofChugach. Chugachhas no obligationto provide such consent. 6. No Interest in Real E~tate Acquired. Pemaittee 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 enntinuation is entirely with the · l~ermission of Chugaeh for purposes of the common law doctrine of adverse possession~ This p4~'mit creates no interest in the real property subject to the easement. 7. Modification of Utility Facilities. If the electric utility facilities located withi,~ the Easement arc upgraded, added to, .repla.ced or.recons~cted, Permittee shall pay that portion of' Chugach's total costs for such modificaUon which is reasonably attributable to accora~odating 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 R, nnlng with !he Land.. The obligations of the Permktee arising from this permit shall be covenants running with the land which shall burden the Parcel mad the Permittcc'a interest in the land subject to the Easement and shall benefit the Easement. 9. Termination. Chugach may termlnate this permit after the giving of thirty (3 0) days written notice of such termination if: a. The Encroach,neat is enlarged, increased or emended within the teal property affected by the Easement. Encroachment P~,~it - Page 2 of 4 b. The Encroachment is damaged by any means to an extent of more th~n thirty percent (30%) of i~s rcplaccmcnt cost at thc time of destruction. c. Permittee fails to make tho payment described in paragraph 7, above. 10. Term. This pem-d~ shall, if not sooner terminated by Chugach, expire forty (40) years from thc date hereof. 11. Entire A~reemcnt. This written permit constitutes thc entire agreement between thc parties with respect to thc subject matter hereof and supersedes all other prior or contemporaneous egreements, oral or written, between the parties. No modifications, amendments, deletions, additions or alterations of thc pcrmit shallbc effective unless in writing and signed by all of thc parties hereto. t:IttIGACH EI.E~,-I'tdC ASSOCIATION, INC. Hang Nguy~-IS~'ector Distribution Engineering Harding Homes of Aleska, Inc. Authorized Representative Date:~ Encroachment Permit - Page 3 of 4 k!M-gl-TUU~ I~U UI:~0 rM ~L~tL-~IU:~ ~1 gui IO~ 4~ r. UU4 STATE OF ALASKA TH]2~D ~2DICL&L DLSTR]CT The foregoing instrument was a¢lmowledged before metMs .bt dayof ~ ' (PRINT NAMe(S) OF ~E~ON(~ SIG~G DOCENT Notary Publlc in and fort,he State of Alaska My commission expires; ~//I 0/~ ~ STATE OF ALASKA ) ) SS: ~ .n.J'DICLLL DISTRICT ) 'iht foregoing instrument was ,¢knowlcdg~l. befor~ ,me th~ ~ I ~ d~y of / Director, Disix~butiou Engineering-el' Cha'gacl{ Electric Association, Inc., an ~.'..~ I.~OT~ ~ p '.:.~ '-; Hotaxy Pnblic in end for thc.~ ~-_S tatc of Alaska A~rER RECORBI~I~ RETURN TO: Chugach Electric A~oclatlon, Inc. P.O. Box 196500 Anchorage~ Alaska 9951~-6300' Encroachment Permit -?agc 4 of 4 January 22, 2009 Mike Anderson, P.E. Anderson Engineering PO Box 2470773 Anchorage, Alaska 99524 Dear Mike Anderson, Subject to your agreement to indemnify the company as set forth below, GCI Cable Inc. of Alaska has no objection to the well encroaching 2.5' into the telecommunications and electrical easement in the southwest comer of Lot 9, block 2, Cross View Estates Subdivision, otherx~4se known as, (12110 Upper tleritage Circle) city grid 2737. This letter of non-objection in no way precludes GCI Cable from full use and enjoyment of any rights it may have within any portion of the utility easement and or the right-of- way, including unlimited access for servicing its facilities. Also any additional and extraordinary costs incurred during any future required construction, repair or reconstruction of GCI's facilities to accommodate any or all of the encroachments shall be paid by Ihe property owner. By signing below, you agree to indemnify and hold GCI Cable harmless, now and forever, for any damage, costs, expense (including reasonable attorney's fees), liabilities and injury to any person or property occurring as a result of the encroachment. Please indicate your acceptance by signing and returning this letter to myself at the address below. Acceptance Date David Bro~ MDU Specialist 5151 Fairbanks St Anchorage AK 99503 907-868-6950 Office 907-868-8580 Fax ACSI Alaska Communications Systems February 9, 2009 Evan Harding CIO Anderson Engineering P.O. Box 240773 Anchorage, AK 99524 907-522-7773 ACS will not vacate but has no objection to the encroachment of the well in the easement on Lot 9, Block 2, of the Cross View Estates Subdivision, (also known as 12110 Upper Heritage Circle), as depicted on the drawing submitted by Anderson Engineering. Acceptance, (your signature below), and use of this letter of non-objection by yourself, your heirs, your assigns, or your successors, will constitute agreement to the following stipulations: ACS will be held harmless, now and forever, for any damages er injury to any person or property as a result of this encroachment. Any ACS facility damaged or destroyed as a result of this encroachment will be repaired at no cost to ACS. Any costs incurred by ACS for special construction necessitated by this encroachment will be borne by the property owner. 4. All applicable safety code regulations will be observed and maintained. o This letter of non-objection will in no way preclude ACS from full use and enjoyment of its dghts within any portion of its right-of-way. Please sign both copies, retain one copy for your use and return the other to ACS. Alaska Communications Systems Outside Plant Engineering, MS#14 600 Telephone Ave. Anchorage, AK 99503 ACCEPTANCE SIGNATURE: DATE: Grid # RCWC 2737 600Telephone Avenue Anchorage, Alaska 99503-6091 tel 907.563.8000 toll free 800.808.8083 www. acsalaska.com ACSE! Alaska Communications Systems February 9, 2009 Evan Harding CIO Anderson Engineering P.O. Box 240773 Anchorage, AK 99524 907-522-7773 ACS will not vacate but has no objection to the encroachment of the well in the easement on Lot 9, Block 2, of the Cross View Estates Subdivision, (also known as 12110 Upper Hedtage Circle), as depicted on the drawing submitted by Anderson Engineering. Acceptance, (your signature below), and use of this letter of non-objection by yourself, your heirs, your assigns, or your successors, will constitute agreement to the following stipulations: ACS will be held harmless, now and forever, for any damages or injury to any person or property as a result of this encroachment. Any ACS facility damaged or destroyed as a result of this encroachment will be repaired at no cost to ACS. Any costs incurred by ACS for special construction necessitated by this encroachment will be borne by the property owner. 4. All applicable safety code regulations will be observed and maintained. o This letter of non-objection will in no way preclude ACS from full use and enjoyment of its dghts within any portion of its right-of-way. Please sign both copies, retain one copy for your use and return the other to ACS. Since/.ely, Gen'y Snow, Alaska Communications Systems Outside Plant Engineering, MS#14 600 Telephone Ave. Anchorage, AK 99503 ACCEPTANCE SIGNATURE: DATE: Grid # RCWC 2737 600 Telephone Avenue Anchorage, Alaska 99503-6091 tel 907.563.8000 toll free 800.808.8083 www.acsalaska.com 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 Date Issued: May 29, 2008 Expiration Date: May 29, 2009 Permit Number: SW080062 Legal Description: CROSS VIEW ESTATES BLOCK 2 LOT 9 Design Engineer: 0014 ANDERSON ENGINEERING Owner Name: HARDING HOMES OF ALASKA, INC. Owner Address: 9380 AUTUMN RIDGE CIRCLE ANCHORAGE, AK 99516- Parcel ID: 015-221-71 Site Address: 12110 UPPER HERITAGE CIRCLE Lot Size: 0 SQ. FT. Total Bedrooms: 6 Permit Bedrooms: 6 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 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. Date: ~'""~C). ~ 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 SEWERJVVELL PERMIT APPLICATION FOR A SINGLE FAMILY DWELLING Parcel I.D.~t ~'-221-71 Property owner(s) Harding Homes of AJaska, Inc. Mailing address 9380 Autumn Ridge Circle Anchorage. AK Site address ~ Upper Hedtage Circle Anchorage, AK Day phone 350-1850 Zip Code 99516 Zip Code 99516 Legal description (Sub'd., Block & Lot) Lot 9, BIock 2, Cross View Estates Subdivision Legal description (Township, Range & Section) Lot Size 40,905 Sq. Ft. Number of Bedrooms Six (6) THIS APPLICATION IS FOR (~;~] all that apply): Absorption Field [] Septic Tank [] Holding Tank [] Pdvy [] Private Well [] Water Storage [] 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 Cedes. (Signature of property owner or authorized agent) Permit/Rush Fees: Date of Payment: Receipt Number. (Rev. 11/05) Waiver Fees: Date of Payment: Receipt Number. ANDERSON ENGINEERING PO. BOX 24u,~ ;,~ ANCH~RAGE,~ AK 99524 MEMORANDUM DATE: June 28, 2008 TO: Deb Wockenfuss FROM: Mike Anderson, P.E. SUBJECT: Lot 9, Block 2, Cross View Estates Subdivision Well and Septic System Permit No.. SW080062 Revised Septic System Location The developer of Lot 9 has requested the location of the absorption trench be moved further to the south and deepened 2' to allow for construction of a daylight basement. A test hole was recently placed to a depth of 19' and no bedrock or groundwater was encountered. A percolation test performed on the soils encountered revealed an absorption rate of 1.2 minutes per inch. This rate is slightly faster than the rate (5 minutes per inch) achieved by Gamess Engineering Group at Test Hole No. 40 on the lot. We are therefore using an application rate of .8 gallons per day per square foot to design the trenches at the new location. The alternate site will remain at the same location. Please review the attached documentation and revise the septic system permit accordingly. ANDERSON ENGINEERING P.O. BOX 240773 . ANCHORAGE; AK 99524 522-7773 677-7766 (FAX) May 19, 2008 Municipality of Anchorage Development Services Department On-Site Water and Wastewater Program 4700 South Bragaw Street Anchorage, AK 99519-6650 Su~em: Lot 9, Block 2, Cross View Estates Subdivision Septic System Design and Permit Application Impacts to Adjacent Properties Dear Onsite Services Engineer. The owner of Lot 9, Block 2, Cross View Estates Subdivision intends to construct a new six-bedroom home on the lot. We are therefore requesting a permit be issued for the construction of a new septic system to accommodate the home. A well was placed on the lot during the subdivision phase and will be used to serve the new home. The attached Site Plan and backup documentation identify the location and configuration of the existing well and the proposed septic system along with the alternate site. Also identified on the plans are the existing well on the lot and in the area and septic systems on surrounding lots. No conflicts exist between the proposed septic system and well or septic systems and wells on adjacent lots. Drainage arrows are shown on the site plan showing the grade and direction of flow on the lot. The drainage pattern will not be changed as a result of this project. The test hole placed on the lot in the area of the absorption trenches and alternate site indicate silty sand with gravel (SM/ML). The percolation rate of the soil was determined to be 5 minutes per inch. No groundwater was found dudng the placement of the test holes and none was noted during the monitoring period. An application rate of .6 gallons per day per square foot was used in the design of the absorption system. We are proposing to place a new 2,000-cjallon septic tank and 2-47' long by 3' wide by 8' effective depth absorption trenches to treat and dispose of the effluent generated in the house. The elevation of the distribution line in the absorption trench will be 3' below the surface and the total depth will be 11 '. A flow splitter valve will be placed to insure even flow to each trench. A minimum of 3' of fill or 2" of insulation and 2' of fill will be placed over the absorption trench and 4' over the septic tank. Only one test hole was placed on the lot during the subdivision process. The City Lot 19, Block 2, Cross Point Estates Subdivision May 19, 2008 Page Two approved the subdivision based on the single hole to a depth of 17'. None of the test holes in the subdivision indicate the presence of bedrock nor do any of the well logs of deep water wells placed to date. Both the primary absorption system and the alternate site fall within the 30' radius of the single test hole. The ground surface on the lot in the area of the septic system slopes to the west at a shallow grade with some cross sloping from the east. The new trenches will be constructed parallel with the slope as much as possible in conformance with Municipal requirements. The new septic system will be constructed a minimum of 100' from all wells and any surface water and 10' the proposed and existing water services in the area. If the system is constructed in accordance with our design the following statements apply: o The system, if constructed as designed, will have no adverse impact on the wells in the area or those to be constructed in the future. The system, if constructed as designed, will have no adverse impact on existing septic systems in the area or those to be constructed in the future. The system, if constructed as designed, will have no adverse impact on reserve space, either surface or subsurface, on any lots located in the area. The system, if constructed as designed, will have no adverse impact on drainage patterns in the area. The current drainage pattern will be maintained. Sincerely, Michael E. Anderson, P.E. Attachments 2006-171 CROSS VIEW ESI^TES LOT 9, BLOCK 2 40.905 S.F. ~D;tch HERITAGE HEIGHTS DRIVE Edge of Ro~d 2 000 C-~lTon ~i~pUc Tank $;x Bedroom - Home G. SLAg SITE PLAN SCALE 1' = 50' 30" Z % I I ! ! ./ ! / LOT 9, BLOCK 2, CROSS VIEW ESTATES SUBDIVISION DESIGN FACTORS: SYSTEM REQUIREMENTS:: Six Bedroom Home Deep Trench System Perc: Rate: 6-15 Min./Inch 2,000 Gallon Septic Tank Application Rate: .8 GPD/SF 8' Drainfield Rock 6 Bedrooms X 150 GPD/.8 GPD/SF (Application Rate) = 1,125 SF Absorption Area 1,125 SFI16 SF/LF = 70.32 LF Trench Length THEREFORE: Constn~ct 2 - 36' Long x 3' W~de x 8' Effective Depth Absorption Trenches at He Location Shown. Flow Line Elevation in Trench to he 5' Below Odginal Ground Surface. Total Depth to be 13' Below Existing Ground. Provide 4' Cover Over Septic Tank and 3' Cover Over Absorption Trench. Maintain 100' Separation from Wells in the Area. Place Splitter Valve to Insure Even Flow to Each Trench. Natural Backfill GeotextJle -- Fabdc 4" Perforated PVC (Holes Down) Drainfield Rock t TYPICAL DEEP TRENCH SECTION (NO SO^LE) ....... NOTE: Grade A~a Over Trench to Drain A~y. · ~/ Minimum 6' Separation From B~k, .~,...4..-..';...% ....... ~' '....,:,....~ Minimum 4' Separation From Gmun~ter ~ Minimum 100 Separation From Wells in ~e Ama, ~ ~,~ LOT 9, BLOCK 2, CROSS VIEW ESTATES SUBDIVISION ALTERNATE SITE DESIGN FACTORS: SYSTEM REQUIREMENTS: Six Bedroom Home Deep Trench System Peru. Rate: 5 Min.llnch 6 Bedroom Advantex Treatment System Application Rate: 2 GPD/SF 8' Drainfield Rock 6 Bedrooms X 150 GPD/2 GPD/SF (Application Rate) = 450 SF Absorption Area 450 SFI16 SF/LF = 28.2 LF Trench Length THEREFORE: Construct a 29' Long x 3' Wide x 8' Effective Depth Absorption Trench at the Location Shown. Flow Line Elevation in Trench to be 3' Below Odginal Ground Surface. Total Depth to be 11' Below Existing Ground. Provide 4' Cover Over Septic Tank and 3' Cover Over Absorption Trench. Maintain 100' Separation frem Wells in theArea. Natural Backfill Geotexfile -- Fabdc 1" Perforated PVC (Holes Down) 28 3/16" Dia. Holes @ 1' Spacing Drainfield Rock TYPICAL DEEP TRENCH SECTION ..~.~-~.,,,,, NOTE: Grade Are,a, Over Trench ,o Drain Away. Minimum 6 Sepa~tion From B~k. Minimum 4' Sepa~fion From Gmun~ter. ~ ...... Minimum 100' Sepa~tion F~m Wells in ~e Ama. Minimum 100' Sepa~tion From S u~ce Water or S~eams' · JSOIL LOG - PERCOLATION TESTJ I ~...~.~...~~.., LEGAL DESCRIPTION' H£RTACE HLLS SUBDMSION j~l; TRACT C&D (PROPO$£D LOT 40) ~ ~ :~'rFY 't~-~mess,.: J PERFORMED FOR: PI~O~SSION~L I'£CHN~OLL S£Rn/~£S DATE: g/2,/200§ I~EPTH ~ feet) J_~_iORGANICS ITH#40/PTS#561J i LOAM ~;OIL CLASSIFICATIONS ow oRo ~ eR ~ HE GM ~ CL GC OL i SW NH SP CH ,,SM o. SEE A'FI'ACHED sc SITE PLAN I DEPTH TO DATE GROUNDWATER DRY 9/2/2005 DRY 9/~9/2005 10 SM/ML 11 DATE READING CLOCK NET TIME WATER LEVEL NET DROP TIME (MINUTES) READING (INCHES) 12 9/?/05 1 2:15 - 6- - 2 2:45 50 O' 15 5 2:45 - 6- - 4 5:15 50 O' 6" 14 5 5:15. - 6- - 6 3:45 50 O' 6' 15 16 17 181 PERCOLATION RATE '5 · (MIN./INCH) PREC. HOLE DIA. 6 (INCHES) TEST RUN BETWEEN 5 FT. AND 6 FT. 20 A FOUR HOUR PRESOAK WAS PERFORHED: [] YES r'INO SOILS LOGGED BY:. JODY MAUS PERCOLATION TEST PERFORP1ED BY: CALEB CALL COMMENTS: · RECOMMEND USING A 0.6 APPLICATION RATE PERFORMED BY GEC, Ltd. I. JEFFREY A. GARNESS. CERTIFY THAT THIS WAS PERFORMED IN ACCORDANCE WITH ALL STATE AND MUNICIPAL GUIDELINES IN EFFECT ON THIS DATE: DEPTH TO DATE GROUNDWATER DRY 9/2/2005 DRY 9/19/2005 ~700 DEPTH 1 2-- 3 4 5-- 6 7-- 8-- 9 11 20 MUNICIPALITY OF ANCHORAGE DEVELOPMENT SERVICES DEPARTMENT BRAGAW STREET ANCHORAGE, AK 99519-6650 SOILS LOG - PERCOLATION TEST LEGAL DESCRIPTION: PERFORMED FOR: DATE: 6/23/08 PARCEL ID#: LOT 9~ BLOCK 2r CROSS VIEW ESTATES SUB, HARDING HOMES OF .~/A~F[A PRO~ECT No.: TECHiNICIAN: I TEST.O . OB/OG CLEAN WELL GRADED SAN WITH GRAVEL SW/SM M. ANDERSON BOH @ 19' SLOPE DATE 6/28 SlTI~ PI.AN SEE S~?E PL,u~ 5% DEPTH TO READING GR. OSS T'~.EI.NET TI~.EI WATER INET DROP [H NUTES) JIM NUTES) I (INCHES) I (INCHES) TEST HOLE PRESOAKED PRIOR TO TESTING: 1 2 8.38" 3 4 8.50" 5 6 8.62" 2:46 3.63" 2:56 10 Dry 2:57 3.5" 3:07 10 Dry 3:08 3.38" 3:18 10 Dry PERCOLATION RATE; 1.2 (MIN/INCtD PERC. HOLE DIA, 8" (INCHES TESTRUN BETWEEN: 4.5 FT. and 5.5 FT. COMMENTS: TEST HOLE PRE SOAKED PRIOR TO TEST, SO~LS VERIFICATION SAME AS GARNESS TEST HOLE. TEST PERFORMED BY ANDERSON ENGINEERING. I, MICHAEL E. ANDERSON CERTIFY THAT TI-IlS WAS PERFORMED IN ACCORDANCE WITH ALL STATE AND MUNICIPLE GUIDELINES IN EFFECT ON THIS DATE.'. 6/28/2008 MUNICIPALITY OFANCHORAGE Development Services Department On -Site Water 8 Wastewater Program 4700 South Bragaw Street P.O. Box 196650, Anchorage, AK 99519-6650 (907) 343-7904 ON-SITE WATER SUPPLY PERMIT Initial Permit Number: SWO60029 Legal Description: HERITAGE HILLS #1 T4t=D aor% Design Engineer: 0000 None Required Owner Name: CFM HILLSIDE, LLC Owner Address: 10380 NIGH ROAD ANCHORAGE. AK 99515 - Date Issued: Mar 07, 2006 Expiration Date: Mar 07, 2007 Parcel ID: 015-221-40 Site Address: 012241 BAINBRIDGE RD Lot Size: 2431955 SO. FT. Total Bedrooms: 6 Permit Bedrooms: 6 This permit is for the construction of. ❑ Disposal Field ❑ Septic Tank ❑ Holding Tank ❑ Privy Q 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. -WHEN THE WELL HAS BEEN COMPLETED AND SATISFACTORY WATER PRODUCTION HAS BEEN DETERMINED, THE WELL DRILLER SHALL PLACE AN APPROVED SANITARY SEAL ON THE WELL HEAD AND NO PITLESS ADAPTER OR PUMP SHALL BE INSTALLED UNTIL AN APPROVED WASTEWATER DISPOSAL SYSTEM HAS BEEN CONSTRUCTED. :THIS PERMIT IS FOR THE PROPOSED HERITAGE HILLS LOT 9 + Received By. Date: () Issued By. Date: ,�C Municipality of Anchorage --d Development Services Department -'' ,,., Building Safety Division On -Site Water and Wastewater Program 4700 Bragaw St. P.O. Box 196650 Anchorage, AK 99519.6650 www.cl.anchorage.ak.us (907)343-7904 ON-SITE SEWER/WELL PERMIT APPLICATION FOR A SINGLE FAMILY DWELLING Parcel I.D. 015 1-40— [SOD Permit Number SW Property owner(s) it �M t1�\\ ��o _ l l �- Day phone 344 — 9,�5A Mailing address 103_ SO ►�� orn - 1 Zip Code g9�J15 Site address t o tkys¢Ay 4, 6ko W\\S <"lia • Zip Code Legal description (Lot, Block & Sub'd.) TY7iCk "D {fit rin(tq �il�� Arlrli}rov� Legal description (Section, Township & Range) fig Y4. 15 e.. as , T f A n1, R3 W , S. Lot Size I -V5 Acres/Sq.Ft. Number of Bedrooms 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/Rush Fees:_ Waiver Fees: �7N/JAS: a0 Date of Payment: 7 Date of Payment: Receipt Number. Receipt Number. (Rev. 09/04) J. A. MUNTF.R CONSULTING, INC. October 11, 2005 Mr. Dan Roth Municipality of Anchorage Development Services Department Building Safety Division On -Site Water and Wastewater Program PO Box 196650 Anchorage, AK 99519-6650 Re: Aquifer Test Plan update, heritage hills Subdivision, Anchorage, Alaska Dear Mr. Roth: vn to -(5 3t( d 3C I am providing you this plan on behalf of the owners pf the proposed Heritage F}ills Subdivision to accompany well permit applications for the drilling wo additional test wells at heritage Hills Subdivision near the corner of Birch and Huffman Roads in Anchorage. Please see my letter to you dated September 15 and the map provided to you on this project. Subsequent to the testing and approval phase for this project we anticipate converting the wells to private domestic wells and they will be located and constructed to meet municipal standards for residential wells. At this time we are only requesting permits for drilling wells. Subsequent hydrologic test plans need to await the results of the drilling and we will be inform you as the program develops. Should you have any questions about this plan or the attached well permit applications, please call me at 345-0165 or on my cell phone at 727-6310. Sincerely, J. .]hunter Consulting, Inc. qL__t= �. dames A. Munter, CGWP, CPG Principal Hydrogeologist 5701 PENNY CIRCLE, ANCI IORAGE, AK, 99516 0amunternarctic.nct PIIONE (907) 345-0165; FAX (907) 348-8592 1 rt � �- 10 N j a 1'/ 0 �,Ln cr o I�N rn II o _ I c � J o Q. Q N n r\ 0 I Q v \ VI. DO c o \� \ `r IT o Ld o 1 rt � �- 10 N j a 1'/ 0 �,Ln cr o I�N rn II o _ I c � J o Q. Q N n r\ 0 ,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 CERTIFICATE OF ON-SITE SYSTEMS APPROVAL FOR A SINGLE FAMILY DWELLING Parcel I.D. 015-221-71 GENERAL INFORMATION Complete legal description Location (site address) COSA# Expiration Date: ~ -//~-~ - [ ~ Lot 9, Block 2, Cross View Estates Subdivision 12110 Upper Hedtage Heights Drive Anchorage, AK 99516 Current Property owner(s) Aune Family 2001 Trust - Lyle and Julie Aune Mailing address Lending agency Mailing address Real Estate Agent Mailing Address Unless otherwise requested, COSA will be held by DSD for pickup. NUMBER OF BEDROOMS: Six (6) Day phone 12110 Upper Hedtage Heights Drive Anchorage, AK 99516 Day phone Day.phone TYPE OF WATER SUPPLY: Individual Well [] Individual Water Storage [] Community Class Well [] Public Water System [] TYPE OF WASTEWATER DISPOSAL: Individual On-site [] Individual Holding Tank [] Community On-site [] Public Sewer [] The Municipality of Anchorage' Development Services Department (DSD) issues Certificates of On-Site Systems Approval (COSA) based only upon the representations given in paragraph 4 by an independent professional civil engineer registered in the State of Alaska. Certificates of On-Site Systems Approval are required for the transfer of title (except between spouses) for properties served by a single-family on-site wastewater disposal and/or water supply system. DSD also issues COSAs upon request to homeowners. Certificates of On-Site Systems 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 o As certified by my seal affixed hereto and as of the validation date shown below, I verify that my investigation, based on procedures outlined in the Certificate of On-Site Systems Approval Guidelines for this application, shows that the on-site water supply and/or wastewater disposal system is (are) safe, functional and adequate for the number of bedrooms and type of structure indicated herein. I further verify that based on the information obtained from the Municipality of Anchorage files and from my investigation and inspection, the on-site water supply and/or wastewater disposal system is(are) in compliance with all applicable Municipal and State codes, ordinances, and regulations in effect at the time of installation. Name of Firm Anderson Engineering Address P.O. Box 240773 Anchorage, AK 99524 Engineer's Printed Name Michael E. Anderson, P.E. DSD SIGNATURE ~ Approved for ~ Disapproved; Conditional approval for bedrooms. Phone 522-7773 Date 12/11/2011 bedrooms, with the following stipulations: Attachments: COSA Checklist Septic System Advisory Well Flow Advisory Nitrate Advisory X Arsenic Advisory Maintenance Agreements Supplemental Engineer's Report Other Original Certificate Date: / c~ -//(_~ -'/// Municipality of Anchorage Development Services Department Building Safety Division On-Site Water & Wastewater Program 4700 Bragaw Street P.O. Box 196650 Anchorage, AK 99519-6650 www.muni.org/onsite (907) 343-7904 CERTIFICATE OF ON-SITE SYSTEMS APPROVAL CHECKLIST Legal Description: A. WELL DATA Well type Private Date completed 10/18/06 Total depth 420 ft. Lot 9, Block 2, Cross View Estates If A, B, or C provide PWSID # __ Sanitary seal (Y/N) Y Cased to 400 ft. FROM WELL LOG g.p.m. Date of test 3/23/06 Static water level 212 Well production 10 WATER SAMPLE RESULTS: Coliform 0 colonies/100 mL Arsenic: N/D mg/I B. SEPTIC/HOLDING TANK DATA Tank Type/Material Septic/Steel Tank size 2,000 gal. Foundation cleanout (Y/N) Y Date of pumping 11/16/2011 C. ABSORPTION FIELD DATA Date installed 7/26/08 Length 80 Total depth 13-14 Nitrate. 3.40 mg/L Date of sample: 11/30/11 Number of Compartments Two Depression over tank (Y/N) N Pumper Isaacs Pumping Service Parcel ID: 015-221-71 Soil rating (g.p.d./ft2 or ft2/bdrm) .8 GPD/SF ft. Width 3 ff. ft. Eft. absorption area 1,280 ft2 Monitoring tube__ Date of adequacy test 12/10/2011 Results (Pass/Fail) Pass Fluid depth in absorption field before test 9/15 Elapsed Time: 120 min. Final fluid depth 9/15 Any rejuvenation treatment (past 12 mo.) (Y/N & type) Well Log (Y/N) Wires properly protected (Y/N) Casing height (above ground) __ AT INSPECTION 12/10/11 250.7 ft. 5.5 g.p.m. Collected by: A. Harala Date installed 7/24/08 Cleanouts (Y/N) High water alarm (Y/N) Y N Y 12 in. System type Deep Trench Gravel below pipe 8 ft. Y Depression over field N For 6 bedrooms in. Water added 914 gal. New depth 16.5/27 in. in. Absorption rate >= 900 g.p.d. N If yes, give date LIFT STATION Date installed "Pump on" level at__ Datum in. E. SEPARATION DISTANCES Size in gallons "Pump off" level at~ Cycles tested in. SEPARATION DISTANCES FROM WELL ON LOT TO: Septic tank/lift station on lot >100' Absorption field on lot >100' Public sewer main N/A Sewer/septic service line >25' Animal containment areas >50' Manhole/Access (Y/N) High water alarm level at Meets alarm & circuit requirements? in. On adjacent lots >1oo' On adjacent lots >1oo' Public sewer manhole/cleanout N/A Holding tank N/A Manure/animal excrete storage areas >1oo' Property line >1o' Water Service line >1o' Curtain drain None Noted SEPARATION DISTANCES FROM SEPTIC/HOLDING TANK ON LOT TO: Building foundation >5' Property line >5' Water main N/A Water service line >10' Wells on adjacent lots >lOO' SEPARATION DISTANCE FROM ABSORPTION FIELD ON LOT TO: Building foundation >10' Surface water >100' Wells on adjacent lots >lOO' COMMENTS: Well Located in T&E Easement. Encroachment Agreement is in Place. Absorption field >5' Surface water >1o0' Water mai n >1o' Driveway, parking/vehicle storage 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. Engineer's Printed Name Michael E. Anderson, P.E. Date 12/11/2011 COSA Fee $ ~ Date of Payment Receipt Number (Rev. 11/05) Waiver Fee $ Date of Payment Receipt Number 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/ons~te (907) 343-7904 CERTIFICATE OF ON-SITE SYSTEMS APPROVAL FOR A SINGLE FAMILY DWELLING Parcel I.D. 015-221-71 1. GENERAL INFORMATION Complete legal des~:ription Location (site address) COSA# oqo, tq t · Expiration Date: ('~/~ ~ ~ Lot 9, Block 2, Cross View Estates Subdivisi~'~ 12110 Upper Heritage Circle Anchorage, AK 99516 Current Property owner(s) Harding Homes of Alaska Day phone 337-9109 Mailing address 93s0 Autumn Ridge Circle' Anchorage, AK 99507 Lending agency Day phone Mailing address Real Estate Agent Day phone Mailing Address Unless otherwise requested, COSA will bo held by DSD for pickup. 2. NUMBER OF BEDROOMS: Slx(S) 3. TYPE OF WATER SUPPLY: Individual Well [] Individual Water Storage [] Community Class. Well [] Public Water System [] TYPE OF WASTEWATER DISPOSAL: Individual On-site [] Individual Holding Tank [] Community On-site [] Public Sewer [] J The Municipality of Anchorage Development Services Department (DID) issues Certificates of On-S~te Systems Approval (COSA) based only upon the representations given in paragraph 4 by an independent professional civil engineer registered in the State of Alaska. Certificates of On-Site Systems Approval are required for the transfer of title (except between spouses) for properties served by a single-family on-site wastewater disposal and/or water supply system. DSD also issues COSAs upon request to homeowners. Certificates of On-Site Systems 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 vedfy 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 ind~cated herein. I further verify that based on the information obtained from the Municipality of Anchorage files and from my investigation and inspection, the on-site water supply and/or wastewater disposal system is(are) in compliance with all applicable Municipal and State codes, ordinances, and regulations in effect at the time of installation. Name of Firm Anderson Engineering Address P.O. Box 240773 Anchorage, AK 99524 Engineer's Printed Name DSD SIGNATURE Approved for Disapproved. Phone 522-7773 Michael E. Anderson, P.E. bedrooms. Conditional approval for bedrooms, with the following stipulations: Attachments: COSA Checklist Septic System Advisory Well Flow Advisory · 7re Advisory By:/~'~ "//~2,/~////~./'~7 X Arsenic Advisory Maintenance Agreements Supplemental Engineer's Report Other Original Certificate Date: Municipality of Anchorage Development Services'Department Building Safely Division On-Site Water & Wastewater Program 4700 Bragaw Street P.O. Box 196650 Anchorage, AK 99519-6650 www. muni.org/ons~te (907) 343-7904 CERTIFICATE OF ON-SITE SYSTEMS APPROVAL CHECKLIST Leg81Desoription: Lot 9, Block 2, Cross Wew Estates Subdivtston A. WELL DATA We!l type'Prtvate Date completed 10118/06 Total depth 420 ~ If A, B, or C provide PWSID # Sanitary seal (Y/N) Y Cased to 400 ft. Pamel ID: 015.221-71 Well Log (Y/N) Wires prope~ protected (y/N) Casing height (above ground) Y >24 in. FROM WELL LOG AT INSPECTION Date of test 3/23/06 Static water level 242 fL Well production 1o WATER SAMPLE RESULTS: gp.m. gp.m, Coliform : 0 colonies/100 mL Nitrate .736 mg/L Arsenic: NJO rog/1 Date of sample: 2/11/o9 B. SEPTIC/HOLDING TANK DATA Tank Type/Material Seoflr-JSteel Tank size, 2.0o0 gal. Number of Compartments Two Foundation clean(~ut (Y/N) Y Depression over tank (Y/N) N Date'of'pumping New Construction Pumper C. ABSORPTION FIELD DATA Date installed 1/26/o8 Soil rating (gp.d./ft2 er ft2/bdrm) .a GPD/SF Length 8o ft. Width 3 ft. Total depth 13-14 ft. Eft. absorption area t.28o ft2 Monitoring tube Date of adequacy test New ConsL Results (Pass/Fail) Fluid depth tn absorption field before test in. Water added Elapsed Time: __ min. Final fluid depth Any rejuvenation treatment (past 12 mo.) (Y/N & type) Other bacteda 0 colonies~100 mL Collected by; A. Harala Date installed..7/24/08 Cleanouts (Y/N) Y High water alarm (Y/N) N System type Deep Trenc~ Gravel below pipe a ft. ¥ Depression overfield N For · bedrooms · gal. , New de0th in. in. Absorption rate >= g.p.d. If yes, give date · D. LIFT STATION Date installed Size In gaflons '-, 'Pump on' level at in. 'Pump off' level at__ in. Datum, Cycles tested E. SEPARATION DISTANCES ManholelAccess (Y/N) High water alarm level at Meets alarm & circuit requirements? SEPARATION DISTANCES FROM WELL ON LOT TO: Septic tank/lift station on lot >1oo' Absorption field on lot >1o0` Public sewer main N/^ Sewer/septic service line >25' Animal containment areas None On adjacent lots >1oo' On adjacent lots >1oo' Public sewer manholelcleanout Holding tank N/A Manure/animal excrete storage areas N/A None SEPARATION DISTANCES FROM SEPTIC/HOLDING TANK ON LOT TO: Building foundation >5' Property line >5' Water ma~n N/A Water service line >10' Wells on adjacent lots >100' SEPARATION DISTANCE FROM ABSORPTION FIELD ON LOT TO: Property line >10' Building foundation >10' Water Service line >10' Surface water >100` Cu~'tain drain None Noted Wells on adjacent lots >100' COMMENTS: Absoq3tion field >5' Surface water, >100' Water main >10` Driveway, parking/vehicle storage, >25' in. G. ENGINEER'S CERTIFICATION I certify that I have determined through field inspections and review of Municipal recerds that the above systems are in conformance with MOA COSA guidelines in effect on this date, Engineer's Printed Name Michael E. Anderson. P.E. Date 5/22/2009 COSA Fee $ ~,t5 Date of Payment ~'J~ ~[~'0~t Receipt Number ~--'~ ~'~' "~' (Rev. 11/05) Waiver Fee $ Date of Payment Receipt Number PLAT NO. 2006-171 CROSS VIEW ESTATES LOT 9, BLOCK 2 40,905 S.F. HERITAGE HEIGHTS DRIVE L-, 1.89' R=280.00' S 8g'45'17"E 108.58' 10' STORM DRNN GAS -~ ~ .30' ,~v~ I I I BUILDING DE fAIL SCALE: 1"---20' I I I I ,~u. / / 1 "=40' C, ASTALDI LAND SURVEY INS, LLC ,JEFF K C.,ASTALDI, R.L$. 2000 15 DOWUNG RD., SURE ~ ~CHORAGE, ALASKA 99507 PHONE 248-5454 ;RID 2737 08-10 )ATE ~/~,/2oo9 ,JOB NO. CV[S92 HEREBY CERTIFY ~IAT I HAV[ SURVEYED THE =ROPERTY DEPICTED ABOVE AND THAT NO NCROACHMENTS EXIST EXCEPT AS INDICATED. IS THE RESPONSlBILI3Y OF THE OWNER TO DgiERMINE THE EXISTENCE OF ANY EASEMENTS COVENAN3S OR RES3RIC~ONS WHICH DO NOT ~PPEAR ON THE RECORDED SUBDIVISION PLAT. UNDER NO CIRCUMSTANCES SHOULD ANY DATA HEREON BE USED FOR CONsIKUCTION OR FOR ~-'TABUSHING BOUNDARY OR FENCE MNES. ANCHORAGE RECORDINO DISTRICT, ALASKA NOTE: NO CORNERS SET THIS DATE.