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HomeMy WebLinkAboutPREUSS #1 BLK 2 LT 1Preuss Block 2 Lot I #050-572-08 Municipality of Anchorage ."~,', '-',. Development Services Depadment :ti~' [ ': Bu ding Safe y Division On-Site Water and Wastewater Program, 4700 S. eragaw St. P.O. Box t96650 Anchorage, AK 99519-6650 Page J of · Mw.ct.ancho[age.ak.us (907) 343-7904 · ON-SITE WASTEWATER DISPOSAL SYSTEM AND/OR WELL INSPECTION REPORT Permit Number: ~ ~ 0 J G (~'~ ~ PID Number:. /1' """' b ;C~ [~ ,*'35 Wastewater System: [] New [] Upgrade 10"~'~Sk]rt~Lone E,~,31~I~;w'r/./¢~' ~577 ABSORPTION FIELD FL FL Well: ~ New D Upgrade ~ ... ,..____... " ~ ~.1"'"': u/~ ,,.I c"~'"~' ~'--,, TANK SEPARATION DISTANCES ~ Seplic B HoMing B S.T.E.P. B Othen Tank F~ld Station Tank S~, Line ~ & ~ - 103' /I ~' -- ~5.+ ---- 5+ee [ s~--w,. ]OOV I O0'* ~ / LIFT STATION ,.,- 33~17' V ~ Inspeclions performed by: .~g~: R?;=r, ~J'~' ee~ Dates: . ' Develbpme~t Services Departm~t~proval ,..~..e~ ~.~ ~mo~.~ ~: ~.//~/~. ~O~,e: /- ~ ~-O~ ......... "- ,,,...-. .... _._ PER,lIT NO.SWO10075 PACE 2 OF Municipotit;.. y_oF' DEPARTMENT OF HEALTHANL) HUMAN SERVICES ENVIRONMENTAL SERVICES DIVISION P.D. Box 196650 oAncho'~o, oe0 Ato, csko. 99519-GG50®Tetephone: 343-4744 ON-SITE WASTEWATER DISPOSAL SYSTEM AND/OR WELL INSPECTION REPORT LECAL LOT 1, BLOCK 2, PREUSS #1 P.LD. No. 050-572-08 I / i LOT 16L~ I LOT 15 i : _'o0_' :_~ ..... · _ ~_o: _u'r~,T¥___E_*_S_EU_E_._T_~_ i _ HOUSE I"~Z / I DRIVEWAY l ~ NEW J ~ S E~-TI~' ~,~ L~sT2 TH#I& \ , ~ W ~'R£ , ,o ,,,.J---_.~7~co, \ / . . 10' ~lN -r'"'~.~.L~.%,'~, ....... 'k~ SC~L~: I - 40' ~ , ,o. ,,,. % . ~,~,:,.,. ...~®~_%, EAGLE RIVER ROAD PERMIT NO SWO 10075 PAGE 5 OF 5 DEPARTMENT OF HEALTH AND HUMAN SERVICES ENViRONMENTaL SERVICES DIVISION p.rm. ]]ox ]96650 ®Ancho~'ogeo A~sko 99519-6650® Telephone= 3zl3-4744 ON-SITE WASTEWATER DISPOSAL SYSTEM AND/OR WELL INSPECTION REPORT LEGAL LOT 1, BLOCK 2, PREUSS #1 P.I.O. NO. 050--572--08 ST1 ST2 / 98.0' ~'_...,/I NEW 1250 g3'5'/ J GALLON g3.3 J SEPTIC TANK MT2 CO1 C02 C01 = 97.5' C02 = 98.0' GRADE INSULATION CO1 = 92.8' C02 = 92.8' A B FCO 6.5' 57.5' ST1 55.0' 59.5' ST2 65.5' 66.5' DBL1 65.5' 68.5' DBL2 66.5' 69.0' C01 89.0' 71.4' MT1 86.0' 69.,5' C02 75.5' 85.0' MT2 77.0' 85.4' MT2 = 88.8' MT1 = 88.7' · NO WATER FOUND 81.7' B.O.H. Municipality of Anchorage DEPARTMENT OF HEAL.tH & HUMAN SERVICES 825 "L" Street, Anchorage, Alaska 99502-0650 SOILS LOG ~ PERCOLATION TEST PERFORMED POR= LEGAL DE:0R,PT,O.: 1 2 3- 4- 5- 6- 7- 8- 9- 10- 11- 12- 13 14 15 16 17 18 19 20- SLOPE SITE PLAN IIIIIII1.11 I II Ill II WAS GROUND WATER ENCOUNTERED? ~J (~ IF YES. AT WHAT ~' DEPTH? ~ pO E I~k~mg? "~ "-' / ~: / Gross Net DePth rD Net Reading Date Time Time Water Drop PERCOLATION RATE ~ · (minutes/tach) PERC HOLE DIAMETER TEST RUN BETWEEN ~'~ FT AND ~' FT COMMENTS 72-(~8 (Rev. 4/85) by DOC CO. dba SULLIVAN WATER WELLS P.O. BOX 670272, CHUGIAK, ALASKA 99567 · TELEPHONE 688-2750 OWNER OF LAND: ~f¢'( Ix I ~- ADDRESS: LEGALD,ESCRiPTiON:? f{E,4:'['..I I T~ ID~TIFICATION NUMBER: Iswell I~ated at appmv~e~t 19catiqn?~ Yes ~ No Meth~ ~ Drilling: .~ir rota~ ~J cable tool Casing Type ~7~ Wall ~ickness' ~ ~ inches Diameter C ~" inches, depth ~ ~ ~ ~ feet Casing Sfickup Above Ground: ~ feet Static Wat~ Level: ~ feet R~over Rate: ~ gpm Meth~ of Testing: ~1 ~ Well Intake Opting Type: ~n end ~ open hole ~ S~r~n~; Start feet, Stopped feet ~ Perforati~s Sta~ fee¢ ~top~d. ~ feet ~pth: ~rom 0 feet, to ~ ~ ~ feet ~eH O~s~nf~t~ Upon Comp~et~on~ ~es ~ No BORE HOLE DATA DEPTH Comments: Driller's Name ~ ATTENTION: It is the responsibility of the property owner to submit a copy of the well log to the proper authority. Municipality of Anch~)rage: Department of Health & Human Services and/or Department of Environmental Conservation. MatSu Borough: Department of Environmental Conservation. MUNICIPALITY OF ANCHORAGE Development Sen/ices Department On-Site Water & Wastewater Program 4700 South Bragaw Street P.O. Box 196650, Anchorage, AK 99519-6650 (907) 343-7904 ON-SITE WASTE~NATER DISPOSAL SYSTEM I WATER SUPPLY PERMIT Initial Date Issued: Apr 20, 2001 Expiration Date: Apr 20, 2002 Permit Number: SW010075 Legal Description: PREUSS #1 BLK 2 LT Design Engineer: 0003 S & S Engineering Owner Name: DICK L. WALLING Owner Address: 10025 WREN LANE EAGLE RIVER, AK 99577- Parcel ID: 050-572-08 Site Address: 010025 WERN LN Lot Size: 24375 SQ. FT. Total Bedrooms: 4 Permit Bedrooms: 4 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. Issued By: ~ Date: ~ -3-o- ~/ 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.cl.anchorage.ak.us (907) 343-7904 ON-SITE SEWER/VVELL PERMIT APPLICATION FOR A SINGLE FAMILY DWELLING Parcel I.D. 05-0-5'73 -Og Permit Number Legal description (Section, Township & Range) Lot Size ~.~~~~~ THIS APPLICATION IS FOR: Sewer Only Sewer and Well Sewer Upgrade THIS PROPERTY CONTAINS: Hot Tub Swimming Pool Therapy Pool Number of Bedrooms L.~ Well Only Water Storage Jacuzzi Water Softening Unit 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. --~2 ~ $ & S ENGIN£ERING 17034 Eagle River Loop Road No. 2~4 (Signature of property owner or authorized agent) Permit Fees: Date of Payment: ReceiptNumber: OolfltO ,~. oOl~ll (Rev. 12/00) Waiver Fees: Date of Payment: Receipt Number: March 9, 2001 ROBERT C. COWANo P.E. ClNqL ENGINEEI'{S (907) 694-2979 FAX {907) 694-12t I P~RCOLATK~ TEST MUNICIPALITY OF ANCHORAGE Department of Health and Human Services P.O. Box 196650 Anchorage, AK. 99519 REFERENCE: Lot 1, Block 2, Prenss Subdivision It is requested that you issue a permit to install a well and septic system to serve the proposed four bedroom dwelling on the referenced property. A test hole was excavated, and a percolation test performed. The approximate location of the test hole is located on the attached site plan. At the time of excavation, 12/8/00, water was not found. After Found water monitoring, no water was found. 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, -Ro%ei't C. Cowan, P.E. Enclosure 17034 NORTH EAGLE RN~R LOOP * SUITE 204 ,,, EAGLE RIVER. ALASKA 99577 LOT 1, BLOCK ~, PI B.J.J. R.C.C. DESIGN CRITERIA: 4 BDRM = 600 GPD SOILS = 1.2 GPD/$Q.FT. 600/1.2 = 500 SQ.FT. REQ'D. DRAINFIELD CRITERIA: 9.0' DEEP 4.0' EFFECTIVE 5.0' W~DE LOT 50' LONG /D 6-15-01 3-28-01 1 OF 1 STRUC]'UR£S, £AS£M£Fr9. OR ~CROACH~ SHOWN ON ~lS SlT~ P~ ARB AS SHOWN ON AN AS-BUILT SURV~ D~N ~Y: WIGAN D. FLEMING 16 LOT 15 CE-8801 1 O' :'ASEMENT CONTRACTOR IS R£OUIRED TO OSTAiN UTILITY LOCATES PRIOR TO ANY £XCAVATION WORK. LOT 9 100' WELL RADIUS'm PROPOSED 4 BEDROOM HOUSE MINIMUM SEPTIC TANK DRW~EWAY INSTALL THI2 TRENCH I0' MIN. EAGLE RIVER ROAD LOT 2 _SEPTIC~ LOT 3 AREA ALL PORTIONS OF SYSTEM WITH LESS THAN 3.5' OF COVER REOUIRE INSULATION. Municipalily of Anchorage ~C~." /~ '"',,.~f~ DEPARTMENT OF HEALTH & HUMAN SERVICES ~2~"L" S,r., ~.c~o,~.. *,~,~a ~.~o2-o~o ;...,~:~~_j, :,.:'~ ( / SLOPE /SITE PLAN WAS GROUND WATER ENCOUNTERED? IF YES, AT WHAT DEPTH? 5 6 7 8 9 10 I1 12 13 14 15 16- 17 18 19 20 Oeplh Io W~er J~lef Moflilofino? Dale: Reading Date Gross Net Depth lo Net Time Time Water Drop PERCOLATION RATE TEST RUN BETWEEN ('~ FT AND ~ FT COMMENTS V~ PERFORMED BY: S & S ENGINEERING " I ~ ~ERTIFY THAT 3HfS 1EST WAS PERFORMED IN 170~ E~le RIY~ ~ R~d N~ ~ ACCORDANCE Location: $~ple Submitted by Client Client: S &. S EnglneeHng Project: Block 1, Lot 2 Preuss Subdivision Englnccrin_~ £lassifieation: Well Gzaded GRAVEL wilh Sand. GW Frost Classification: NFS (MOA1 100% 8O% 70% 5O% 4O% 30~ 2O0/o O% 100 ~%, Ill l II II '~ I~11 II II ~ Ill l II II I!11 Il \ IIII II II ~ IIII x~ III I IIII i'%1 IIIH~III litl 10 I 0.! ' 0.01 0.001 © Naska Testlab, 1999 Particle Size (mm) D~1d L Andersen, P.E., General t4amger W.O. A29165 Lab No. 157 Received: 2/21/01 Reported: 2/23/01 2" 100% I I~' 99% 314' 81% I~' 72% No. 4 RO. 8 ~o. 10 32% N~ 16 ~o. 20 2;% ~o. 30 ~o. 40 15% ~o. ~0 ~o. ~o 8% ~ ~0 No. I~ No. 200 0.~ mm ' ' mnq ROBERT C. COWAN, P.E. CML ENGINEER~ (907) 694-2979 FAX (907) 694-121 ON-SITE WASTEWATER DISPOSAL SYSTEM CONSTRUCTION PRACTICES and MATERIAL SPECIFICATIONS REFERENCE: Lot 1, Block 2, Preuss Subdivision March 9, 2001 GENERAL: The scope of this project includes the installation of a 1250 gallon minimum septic tank and a new trench to serve the proposed four 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 from 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 shifting of the tank. 17034 NORTH EAGLE RIVER LOOP · SUffE 204 · EAGLE R~/ER. ALASKA 99577 Page 2 Lot 1, Block 2, Preus! Subdivision March 9, 2001 All standpipes on the septic tank shall extend a minimum of 12 inches above final grade. Septic tanks installed with less than 4 ft. ofcover 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 I0 fl. 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 TRENCIUDRAINFIELD 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 (ruffed-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 ofthe 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 1, Block 2, Preuss Subdivision March 9, 2001 MINIMUM MATERIAL SPECIFICATIONS: 1. Any septic tank proposed for installation must be constructed by a Municipal approved septic tank manufacturer. 2. The following pipe materials are approved for use in septic system installations in the Municipality of Anchorage: Type of Pipe Perforated Solid Cast Iron Yes Yes ASTM D3034 (PVC) Yes Yes ASTM F810 (tlDPE) 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 Styxofoam 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 1, Block 2, Preuaa Subdivision March 9, 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. 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 xvay the contractors activities. The mvner 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 owners 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 ROBERT Co COWAN, P.E. April 10, 2001 CML ENGINEEP~ (907) 694-2979 FAX (907) 694-12 soc. 1EST MUNICIPALITY OF ANCHORAGE Building Safety Division On-Site Water & Wastewater Program PO Box 196650 Anchorage, AK. 995194650 REFERENCE: Lot 1, Block 2, Preuss Subdivision Please find enclosed a schematic for surrounding lots with nitrate levels indicated, and copies ofnitrate test results for the referenced properties. The nitrate levels for the subject lots are: Lot 2; Block 2 Lot 16; Block 2 Lot 9; Block I 0.50 mg~ 3.14 mg/L · 6.31 mg/L If you require additional information, please contact us, 694-2979. Sincerely, Robert C. Cowan, P.E. RCC/mjc Enclosures: Site plan Nitrate test results 17034 NORTH EAGLE RIVER lOOP · SUffE 204 ', EAGLE RIVER. ALASKA 99577 - ~ LOT 1, BLOCK 2, PREUSS S/II M.J.C. R.C.C. 04.-10-01 1 OF" 1 10 5 10 ' ~"' ""~ ~ I ~ I~1 ~ 7 ~ ~ ~ ~ 1 ~ ~ 4 II 0CT-24-2001 12:29 907 6o~,.~ 1211 P.03 CT&I~ ~ 101 i 6S2001 ~ POe c~cnt N~ S & S ~ ~j~ ~m~ ~ P~ ~e 1~4~i 11:49 Co~ ~e ~l 11:30 0~ By ~fllcol ~r ~pbr. ~ ~ Corroded ~ Cl~e~ S~mpJe ID 6.31 O.SO0 ~L EPA 30O.Q (<10) G4~Qi 0CT-24-2001 12:30 ,~1~ CT&[ EAvlrOtl~qlenlM cJO"7 694 1211 P.04 Corrected ~ (::~c~t Ssmpic R) Niwte*N Clbnt ~lnted I)t~"l'lm e 10/24~2001 11:49 1.14 O.SO0 p~ EPA 300.0 (,KI,0) 04/0S;0! SCL 0CT-24-200! 12:3:) .~,$ ,d~.- CT&E Enviro~memal ~r~i'~s Inc. O. iO0 U l~,, Mcth~ 0.500 mS/L EPA 300.0 (*CLO) ~t TOTal_ P.05 ROBERT C. COWAN, RE. P~3BERTA. SHAFER, RE. January 24, 2002 CMLENGINEERS (9O7) 694-2979 FAX (907) 694:121 t MUNICIPALITY OF ANCHORAGE Department of Health and tluman Services P.O. Box 196650 Anchorage, AK 99519 REFERENCE: Block 2; Lot I; Prcuss #1 Subdivision Two test holes were excavated and percolation tests perforn~ed on the above referenced lot. The approximate locations of the test holes are located on the attached inspection report. Though no test hole was dug on the west half of the trench area, the soils remained consistent throughout excavation and installation of the trencb. We do not anticipate any adverse effects on neighboring wells, septic systems or drainage patterns by the installation of the septic system. If you require additional information, please contact us. Sincerely, RCC/lS/tcmplates/cnstsoil.d(~: 17034 NORTH EAGLE RIVER LOOP · SUffE 204 * EAGLE IRNER, ALASKA 99577