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Home My WebLink AboutKATIE LT 2Katie Lot 2 #051 -144-60 _L C.l� 'ARIA A Vim' �E O z O O rn CA 0 10.2'- c14 LOT 2 0 PLAT` #86-51 0 C� D I /O E E E (S 89*57' W 330.20') m 50' ESMT. FOR /� ROADWAY & UTILITIES DPP p I / 00 PER PATENT o 10 0 WELL +� co PERE PIPE RADIUS 19C1 U° P 55.6'o I / 79.6' CONEX / > GRAVEL / 0 =22 ELEC 45MGAS TR DRIVEWAY MTR RESIDENCE o *ROOF OVERHANG— I o 1 45.5' PORTION LOT 138 48.2' 100' WELL w RADIUS SHED - S (259.90')R2 (S 89°56'30" W 330.23')CALC. NOTES 1. NO TITLE REPORT WAS PERFORMED FOR THIS SURVEY. THERE MAY BE ADDITIONAL EASEMENTS NOT SHOWN HEREON. 2. FLAGGING HUNG IN VEGETATION MAY CHANGE POSITIONS OVER TIME. LEGEND RECORD DATA PER BLM DEEPENDENT RESURVEY () AND SUBDIVISION OF SECTION 9 T15N R1W S.M. RECORD DATA PER STATE OF ALASKA WARRANTY ( )R2 DEED RECORDED IN BOOK 351 PAGE 143 / O FOUND 1/2" REBAR, NO CAP / $ FOUND 3.25" ALUM. CAP E OVERHEAD UTILITIES EDGE OF ASPHALT FENCE SEPTIC PIPE O WELL I 0 0 0 -0 pp POWER POLE ® PORCH 0 HUNG FLAGGING ♦ SET LATH MARKED "50' ROW ESMT." ♦ SET LATH MARKED "100' WELL RADIUS" 0' 40' 80' SCALE: V = 40 FEET (11"x17") WORK -SKETCH 70.33'CALC. ROBERi'C. COWA~, ROBERI'A. SItAFER, P.E. Date: cIVIL ENGINEERS (g07) 694-2979 FAX (907) 694-12 ! f 8E'wl~fl J, WAIrn MAIt,I EXIEI~IOI~ .$Ew~fl& WAIEn ff?3PEClION £NOINEEfllNC] S~UOIE$ WELL INSPECTION & FLOW T ES I' Stir ROAD DESIGN $OILIESI' IE$1' $1nucluru~.& k4~CI I,'VeCAt. INSPECIIOt~ Ofl$11E WAS 1EWAI Erl I~SPOSAL sYsl£LI Municipality of Anchorage DEPARTMENT OF }]EALTI! AND I!UMAN SERVICES 825 ~ Street P~O~ Box 196650 Anchoragek Alaska 99519-6650 REFERENCE: Tile septic inspections for the referenced property were performed on _7--;~--d~ and ~-7--~)~ . Prior to submitting tile On-site Wastewat.e,r. Disposal Syste~and/,or;dell,Inspectlon Report we are wal~lng for ~he ~#~a~,~s/~$~w, ;~ to be compl e~ed. ~ uF~y If we may be of further service please contact us. SincerelY, Robert C~ Cowan, P.E~ '1' *17034 NORRI EAGLE RIVER LOOP ~ SUITE204 * EAGLE RIVER, ALASKA 99577 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 Initial Date Issued: Nov 05, 2001 Expiration Date: Nov 05, 2002 Permit Number: SW010461 Legal Description: KATIE LT 2 Design Engineer: 0003 S & S Engineering Owner Name: Walter Moody Owner Address: 4222 PIPER ST #3 ANCHORAGE, AK 99508-5454 Parcel ID: 051-144-60 Site Address: Lot Size: 45032 SQ. FT. Total Bedrooms: 5 Permit Bedrooms: 5 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. Ail 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. Received By: ,'~_,~ 2 ~ Issued By: ~_/4~f ,~. /~~ 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.anchorage.ak.us (907) 343-7904 ON-SITE SEWER/VVELL PERMIT APPLICATION FOR A SINGLE FAMILY DWELLING Parcel I.D. Permit Number ,sW O l O~ (~ I Property owner(s). ~~ Mailing address (1) IL~'~;~2 ~/" ~¥"¢'~f' ,,3~'~ Mailing address (2) ,/~.g~al~'~,~Cff'I ~ Legal description (Lot, Block & Sub'd.) ~O"~,~~ Legal description (Section, Township & Range) Lot Size~ (~) S ~ Acres~ Number of Bedrooms Day phone.~'q-5~70 Zip Code THIS APPLICATION IS FOR: Sewer Only Sewer and Well Sewer Upgrade D Well Only [] 1~' Water Storage [] THIS PROPERTY CONTAINS: Hot Tub ~ Jacuzzi [] Swimming Pool [] Water Softening Unit [] Therapy Pool ~ I cedify that the above information is correct. I fudher cedify that this application is being made for a Single Family Dwelling and is in accordance with applicable Eagle River, Alaska 99577 (Signature of property owner or authorized agent) Permit Fees: ~ z/O. ~'' c Date of Payment: /0 /l//0 / Receipt Number: O i ~ ,~ '7 ~---~.,~ (Rev. 12/00) t Waiver Fees: Date of Payment: Receipt Number: ROBERT C. COWANo P.E. August 24, 2001 CIVIL ENGINEERS (907) 694-2979 FAX (907) 694-1211 HE, A/TH AUT HO I'dTY APPROVALS SEWER & WATER MAIN EXTENSIOI'~ SEWER&WATER INSPECTION ENGINEERING STUDIES AND REPORTS WELL INSPECTION & FI.OW TEST SITE Pt.N~ ROAD DESIGN SOILTEST PERCOLATION TEST ST~JCTU~& MECHANICAL INSPECTIONS ON SITE WASTE'WATER DISPOSAL SYSTEM DESIGN MUNICIPALITY OF ANCHORAGE Development Services Department P.O. Box 196650 Anchorage, AK. 99519 REFERENCE: Lot 2, Katie S/D It is requested that you issue a permit to install a well and a septic system to serve the proposed five bedroom dwelling on the referenced property. Two test holes were excavated and percolations tests performed. The approximate locations of the test holes are located on the attached site plan. At the time of excavation 8/10/01 water was found at 12 feet. After monitoring, ground water was found at 9.5 feet. We do not anticipate any adverse effects on neighboring 'wells, septic systems, reserve areas or drainage patterns by the installation of the proposed septic system. The construction of this system will not prevent any future development on any of the adjacent properties. If you require additional information, please contact us. Sincerely, RCC/b33 Enclosure 17034 NORTH EAGLE RIVER LOOP . SUITE 204 ' EAGLE RIVER. ALASKA 99577 I I Performed For: Legal Description: 9- 10- 12- 13- 14- 15- 16- 17- 18- 19- 20- ,.-.~ t' .... . ..... '~- ~unicipality of Anchorage Development Se~ices Oepadment Building Sare~ Divlslon ~'..--{~.:~,;;]/'-~.,-~ ..... :~ I On-Site Water4700 Sou~and Wa ste~terBmgaw sLPr~mm . ~~~ P.O. Box 196650 An~omge. AK 9951~6650 ~'d'anch°mqe'ak'us I (907) 343-79~ ~ 't- ~;; ............... ::;,2~ I Soils Log - Percolation Test j -~~- j Slope COMMENTS Date. Performed: ~/,,~/ Township, Range. Section: Site Plan ~0 u~d' WAS GROUND WATER ENCOUNTERED? /%/O L ~'1 ~,1=' IF YES. AT WHAT DEPTH? ~ 0 Depth to Water After p Monitoring? ¢:~ */'~ E Date: ~/3o/0t Reading Date Gross Time Net Time Depth to Water Net Drop ¢~,~o~ ~/m/Ol o - C~,, _ ~.'.~:...- rc ~ ~/~" ~o /o ~.. /o~/~'' ,, ,, ~ '&" ~o /o" ~ '/~" ~, ,, ~" 3o ~/e~ ~ '/~" ,, ,, ~ ~/~ " s' b ~ ~' PERCOLATION RATE '~. ~' minutesMch) PERC HOLE DIAMETER (~, *' TEST RUN BETWEEN ~ FT AND V FT s & s £.OI.E£R,.O _////72 ~' PERFORMED BY: 17034 Eagle River Loop Road No. 2(~ I . 7/u/¢~/_., ~2~_.,-~._- CERTIFY THAT THIS TES, T WAS PERFORMED IN A~[R~I~ ~[~k&L~g~E AND MUNICIPAL GUIDELINES IN-EF~=ECT ON THIS DATE. DATE: ~'/3.o/o I Performed For: Legal Description: 4- 5- 6- 7- 8- 9- 10- 11 12 20- Municipality of Anchorage Development Services Department Building Safety Division On-Site Water and Wastewater Program 4700 South Bmgaw St. P.O. Box 196650 Anchorage, AK 99519-6650 www.ci.anchoraqe.ak.us (907) 343-7904 Soils Log - Percolation Test 5'/z:)L Slope C~.l~j 51 ~'7't ~.-,.'% , ... : .. ',,. ~./_,~. qj ~ t "OBERT C. COWAN 'I~ cD r ~.~7:=:':~,,,% ~-- Township, Range, Section: Site Plan WAS GROUND WATER ENCOUNTERED? ~Y~5 S IF YES, AT WHAT DEPTH? ,~c~ / L O Depth to Water After ,lA,I p Monitoring? C~ E Date: ~/a~/~ I Reading Date Gross Time Net TimeDepth to Water Net Drop p,~,~o,~< :el/~lo~ o '- (~' - a ~ F,,.,. .7 G% 1o /o ,.,,,., I I ' /z.~ 5- '.,. ,, ,, s"/~' ~o ~ I/'/~" ¥ %' ,, ,, ~ %.3 o/ ~o % ~ s-'4o" 60 1~ n" PERCOLATION RATE /. "/ rnlnutes~nch) PERC HOLE DIAMETER TEST RUN BETWEEN 3 FT AND q FT S&S ~GINEERING, ~~~ PERFORMED BY: 17~4 Eaale River Loop ~n~d N~_ ~ I. _ , CERTI~ THAT THIS TEST WAS PERFORMED IN A~~~~E AND MUNICIPAL GUIDELINES IN EFFECT ON THIS DATE. DATE: ~/~o/O, APPROVALS SEWER & WATER MAJN EXTENSIONS SEWER & WATER INSPECTION ENGINEERING STUDIES ANDREPORTS V~LL INSPECTION FLOW TEST SITE I'~ ROAD DESIGN SOILTEST PEI~"~Ot. ATJON TEST STRUCTURAC& INSPECTIONS ONSlTE W~TEWATER I~SPOSALSY~TEM DESIGN ROBERT C. COWAN, P.E. CIVIL ENGINEERS (907) 694-2979 FAX (907) 694-1211 ON-SITE WASTEWATER DISPOSAL SYSTEM CONSTRUCTION PRACTICES and MATERIAL SPECIFICATIONS REFERENCE: Lot 2, Katie Subdivision August 24, 2001 GENERAL: The scope of this project includes the installation of a 1500 gallon minimum septic tank and new trenches to serve the proposed five bedroom residence located on the referenced property. Construction shall be in accordance with the approved site plan and design drawings, Municipal permit with any special provisions or conditions, and all applicable State and Municipal Wastewater Disposal Regulations. The contractor shall be responsible for obtaining any necessary underground utility locates. , Unless specifically agreed otherwise, the property owner shall be responsible for final grading areas subsequently depressed fro/n soil settling. Contractors installing wastewater disposal systems must be certified by the Municipal Health Department for system installations. Owners installing their own systems must also receive prior approval from the Municipal Health Department. SEPTIC TANK INSTALLATION: A septic tank is to be constructed by a certified septic tank manufacturer. Construction shall include two 4" cleanouts for pumping access. The septic tank shall be sufficiently bedded to prevent settling or shif[ing of the tank. 17034 NORTH EAGLE RIVER LOOP · SUffE 204 · EAGLE RIVER. ALASKA 99577 Page 2 Lot 2, Katie Subdivision August 24, 2001 0 All standpipes on the septic tank shall extend a minimum of 12 inches above final grade. Septic tanks installed with less than 4 ft. of cover shall be insulated. A foundation cleanout shall be installed one to four feet from the building foundation. In the line between the tank and the leachfield there shall be two adjacent cleanouts (unless an effluent pumping system exists within the septic tank). These cleanouts shall be located on undisturbed soil not more than 10 ft. from the tank. The first cleanout, in line, shall be to clean toward the leachfield. The second cleanout shall be to clean toward the septic tank. Final grading over the septic tank shall be such that a positive slope exists away from the septic tank. ABSORPTION TRENCH/DRAINFIELD INSTALLATION: Excavate the proposed trench to the dimensions shown on the design. The bottom of the excavation shall be within 2 inches of level. If the sidewalls of the excavation become smeared, they must be raked or scratched (rafted-up) before gravel (sewer rock) placement. Once the gravel is installed, the distribution pipe is to be installed level with the perforations faced downward. Gravel is then to be placed over the distribution pipe to provide a minimum of 2 inches of cover over the pipe. A silt barrier must be installed between the final gravel layer and the native soil backfill. Ensure the silt barrier covers the entire gravel surface before placing backfill. Monitor tubes shall be of four (4) inch diameter, installed approximately in the locations shown on the design, and extend a minimum of 12 inches above final grade. The portion of the monitoring tube extending through the gravel shall be perforated from the bottom of the trench to the invert of the distribution pipe. This is equivalent to the effective depth of the gravel as noted on the design. Backfill over the final gravel layer must not be less than twenty-four (24) inches. Insulation must be installed when the backfill depth is less than thirty-six (36) inches. The finish grade over the trench mUst be mounded to prevent the formation of a depression after settling. Page 3 Lot 2, Katie Subdivision August 24, 2001 MINIMUM MATERIAL SPECIFICATIONS: Any septic tank proposed for installation must be constructed by a Municipal approved septic tank manufacturer. The following pipe materials are approved for use in septic system installations in the Municipality of Anchorage: Tvoe of Pipe Perforated Solid Cast Iron Yes Yes ASTM D3034 (PVC) Yes Yes ASTM F810 (HDPE) Yes No ASTM D2662 (ABS) Yes Yes Use of a type of pipe other than listed above must be approved by the inspecting engineer. Insulation shall be at least 2" thick extruded direct burial polystyrene (Dow Chemical Company Styrofoam HI or equal). Septic tank inlets and outlets shall be fitted with .watertight couplings (Caulder, Femco, or equal). A permeable nontoxic silt barrier (Typar 3401, Mirafi .140N, or equal) must be installed between the final leachfield gravel layer and the native soil backfill. All leachfield gravel (sewer rock) shall be 0.5"-2.5" screened gravel with less than 3% passing the #200 sieve. When sand is being used as a filter material, its gradation specifications must conform to current M.O.A. or D.E.C. requirements, which ever requirement applies. INSPECTIONS: Typically there will be a minimum of three (3) inspections required during the installation of the wastewater disposal system. These inspections will occur as follows: Page 4 Lot 2, Katie Subdivision August 24, 2001 The first inspection must be conducted after the excavation of ditches, pits, trenches, or beds and before the installation of any gravel. A septic tank may be set in place, but may not be backfilled before this inspection. e The second inspection must be conducted after the placement of the silt barrier, gravel, distribution lines, standpipes, cleanouts, and insulation, but before the placement of any other backfill. 3. The final inspection is to occur upon final grading of the property. Often there will be more than these 3 inspections required. Especially with the installation of multiple trenches, sand filters, pressurized distribution systems, etc. Thus, the inspecting engineer is to be contacted at least 24 hours prior to the start of construction. If necessary, a pre- construction meeting will take place on-site. The inspecting engineer will not coordinate, direct or control in any way the contractors activities. The owner shall contract with the contractor to perform the work outlined in these specifications and plans and in accordance with the attached M.O.A. permit. There will be no contractual arrangement existing between the contractor and S & S Engineering. S & S Engineering shall be the owner's representative and will inspect the work as stated above to document the contractors activities. Final acceptance of the contractors work rests with the owner and the M.O.A. S & S Engineering shall have no liability to the owner or to others for acts or omiSsions of the contractor or any other persons performing work on this project or the failure of the contractor to carry out the work in accordance with these construction documents. S & S Engineering's inspecting engineer will not be responsible for the construction means, methods, techniques, sequence, procedures or the safety precautions incident to this project. CONTRACTOR / INSTALLER ~ .· ,·. Municipality. of Anchorage Development services Department ~ Building Safety Division On-Site Water and Wastewater Program - 4700 South Bragaw St. P.O.:Box 196650 'Anchorage, AK 99519-6650 ' www.ci.anchorage,ak.us . ~. (907) 343-7904 The o [51 Original signature'or stamp miSsing on CalcUlation error' in design. · .:· ' Additi0nal'soils information needed. = water'monitoring results inadequate.: DiscrePancy in information submitted.' · ' Topographic information missing or inadequate: InCOmplete; missing ~ - InCOmplete; missing " Additional adequacy test information needed. Water sample unacceptable. ' Measured/ProPosed distances/dimensions missing. Locations of all soils, perCOlation and water monitoring tests not shown. Proposed system too deep for soils information submitted. Well 10g'required. ' : Omission in narrative. : Insufficient fill over tank or field. : WILIL NOT ISSUE A PERMIT sHOWING TWO DWELLINGS CONNECTED TO ONF WASTEWATER DISPOSAL SYSTEM. 2J_ 'MAXIAd. I~M, DEPTH OF WASTEWATER SYSTEM TO A WATER TAB LE MONITORED IN AUGUST O/~FEiET ~EET OR MONITOR TODAY. Name of reviewer: DAN ~), ~' . . . . . ate: 10/17/01 ~ Please SupPl/?/e~n~cOefssarY information and re-Submit yourrequeSt. .. ...:-:' ON'SITE SEWER/VVELL SUBMITTAL cOMMENT SHEET To: ·S & S ENGINEERING " Legal description: lO,liE SUBDI¥1SION LOl 2 attached paperwork ha~ been reviewed'and i$ being returned for the foll0winfl reasons: 1 July 2002 Municipality of Anchorage On-Site Water & Wastewater Program 4700 South Bragaw Street P.O. Box 196650 Anchorage, Alaska 99519-6650 Your office has issued the permit #SW010461. This letter is to inform you that, as the owner of Katie Lot 2, I am installing the septic system. I am familiar with the requirements for onsite sewer and wells. I will install the onsite sexver in compliance with the design criteria from S&S Engineering and accepted by your office. I will be borrowing a backhoe from a friend who lives in the valley. I have operated, and repaired, heavy equipment for over 20 years. If there are any questions concerning this matter please contact me at the following address, 4222 Piper St. #3, Anchorage, Alaska 99508, or phone me at 561-8712. Walter L. Moody