HomeMy WebLinkAboutKIMBERLY MANOR BLK 1 LT 1AOnsite File Kimberly Manor Block 1 Lot 1A #017-074-61 Municipality of Anchorage ; j It, Development Services Department 'Ira ' A' - Building Safety Division • • • • r r On -Site Water and Wastewater Program, 4700 S. Bragaw St. P.O. Box 196650 Anchorage, AK 99519-6650 Page of3 www.ci.anchorage.ek.us (907) 343-7904 ON-SITE WASTEWATER DISPOSAL SYSTEM AND/OR WELL INSPECTION REPORT Permit Number: w d 3O I PID Number: 017-07q-16 Name: /+C`'1 Wastewater System: ❑ New O Upgrade Address tA 14con Poq ddfjZAo_r a ABSORPTION FIELD Phone ©_ umber of Bedrooms Ll T Deep Trench 0 Shallow Trench 0 Bed ❑ Mound O Other, LEGAL DESCRIPTION Soil Rating © S Total Depth born original pada 2Ft. P ,F Block: Lot: Shbdivlaion t Depth to pips bottom Irom origkhaI rads' Gravel depth beneath pips � Ii1 QI� .5 Ft. ., fl Townslep Range: Sedion: Fill added above original grade: / Gavel Length, Ft. Ft. Well: ❑ New ❑ Upgrade Gravel width: N Urias. Distance be en lines, Ft. FL Clg,vfiration Private, A, . CP Total Depth. Cased b Total absorpoon area- I � Pi Malarial: 5 �D G FI Is Drnlar 01 Dab D Sialic wales levet Installer / Dale Installed. FL � � ` i.�s-.. G/–.1/ t (L7 e Meld. ump Set at: e' Atwva Gourd TANK GPM FI. Fl SEPARATION DISTANCES ❑ Septic 0 Holding 0 S.T.E.P. Other, .To Septic Absorption Lift Holding PublicrPrivate Ma`ula `1ee. • capa�lr. From Tank Field Station Tank Sewer Line Gal. Well L I `-� T-- � IL Material Numbsr or Compartments' (> T n 61-e e Surface water Q7 O ' I I LIFT STATION Lot Line 66 I 7 1 Sae. Manufacturer. cal. Foundation 3gf L Pump on bvM at Pump eP Wph water ala m N: in In. Pump Make d Model Electrical Inspections performed by Curtain Drain /•i —_^ Remarks BENCH MARK ' Location and Descnpbon: ('� � oo l^I,}L- G (s L L Assumed Elevation. s I W FL OVMVK �` 1 it * ••••�,/}, S i S ENGINEERING pp,tt //h}, Inspections performed by: 17034 Eagle River Loop Road, Not?aZes: 1" 'i%� �•• ~�~~"• "'� :;e P.iVtr, 2nd �.'Q _�3 J ..... ...,........ 1.k ROBERT C COWAN �VC Development Services Department Approval ? '" f,\ CE -8801 �w j Reviewed and approved by: Date: 9 �tt�'' �•' •.,..,.. •':, ��" (Rev Wool . , i,r l .-�h•7••s ��~ ��ra� PERMIT No. SW030301 PAGE 2 OF 3 Municipalitof Anchorage DEPARTMENT OF HEAUH AND HUMAN SERVICES ENVIRONMENTAL SERVICES DIVISION P.O. Box 196650 *Anchorage, Alaska 99519-6650 • Tegl�ephone 343-4744 ON-SITE WASTEWATER DISPOSAL SYSTEM AND/OR WELL INSPECTION REPORT LEGAL LOT 2, BLOCK 1, KIMBERLY MANOR S/D P.I.D. NO. 017-074-10 I I -------------- -------------- 10, UTILITY EASEMENT _ I I I Iz uj I Im h I I N �J I I W �TvIV v SHOP II LOT 3 4�00� I I �i�OF.OJ�'� I I LOT 1 a FGD I I SEPTIC A EXISTING 1250 GALLON CONCRETE C AREA SEPT C TANK (INTEGRITY VERIFIED y \TBM 9/903 WITH NO INTERNALS) \ DBL1 g DBL2 I I \CO3 I I N \ \ ST 041 I 6K15S1NG OR1NfWPY \�f \\ TH NE WITRENCHES 'T� \ FS (FLOW I I %\ SPUTTER) I I a I I kc T \ I I �MTI I I e h~ COh1'1T2 I SCALE: 1• - 50' CO 3 4lfR I it per, ROBERT C. COWAN �Q c�s•`� CE -8801 PERMIT NO. SWO30301 PACE 3 OF 3 Municipalit of Anchorage DEPARTMENT OF HEATH AND HUMAN SERVICES ENVIRONMENTAL SERVICES DIVISION P.D. Box 196650 *Anchorage, Alaska 99519-6650 • Tet!?phone 343-4744 ON-SITE WASTEWATER DISPOSAL SYSTEM AND/OR WELL INSPECTION REPORT LEGAL LOT 2, BLOCK 1, KIMBERLY MANOR S/D P.I.D. NO. 017-074-10 C01=98.1' CO2=98.3' CO3=98.9' C04=99.0' FINAL GRADE C01=91.8' CO2=91.4' SR CO3=91.9' SR C04=91.2' MT1=86.3' MT2=85.6' NO WATER FOUND 79.6' B.O.H. A B FCO 25.0 29.5 ST 1 5 3. 0 50.5 N. T. S. 6BL1 59.5 56.0 DBL2 60.5 57.0 .E•�S 11 FS 100.5 96.0 c� .r '•.,•� 4 C01 118.0' 121.0 1% ' '•7 CO2 132.0 132.0 *! 9 )• CO3 94.5 73.0' . C04 109.5 87.5 •�� MT1 _Fl -4.5 1 17.5 r ROBERT C. COWAN i VT _2 129.5 129.5 Ito CE-880141 f • r ; ----- :��; '0► 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 Upgrade Permit Number: SW030301 Legal Description4lGmberly Manor,Block'l Lot 2' R)Qi463-L.(=3� 9I0P�>-11 fir, Date Issued: Aug 07, 2003 Expiration Date: Aug 06, 2004 Parcel ID: 017-074-10 Design Engineer: 0003 S & S Engineering Site Address: 7501 Cox Drive Owner Name: Gene Janusiewicz Lot Size: 38400 SO. FT. Owner Address: 2020 Muldoon Road Total Bedrooms: 4 Permit Bedrooms: 4 Anchorage , AK 99504 - 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. 5. The following special provisions. ANYTHING THAT MAY POTENTIALLY BE LEFT IN THE SEPTIC TANK OF THE BI-ROBI PACKAGE PLANT SYSTEM MUST BE REMOVED PRIOR TO THE SEPTIC TANK BEING REUSED IF IT PASSES THE INTEGRITY CHECK. Received By: Issued By: Date: $ ( S/6 3 Date: a % 0� I Mwildip-r ity of Ailthot-age • u beVelopltibrtl 80WicbsL7epartfneitt ' building Safely bivision - On -Site Water aird Wasle"ter Program S , , 4700 SoUlh Braga* St. P.O. box 196650 Anchotage, At< 99519-6650 www.ci.anbhotage.ak.us (907) VJ-79od ON-SITE SRWER/WELL PERMIT APPLICATION 1oR A SINGLt FAMILY bWELLING Parcel I.D. permit Number SWQ 36301 Property owner(s) G F& N E -,r g N/ u S i u. ( �G''U bay phone % 3 0- 7 3-8- 6 Mailing address (1) a- 0 X 0 M v L D O o N R a ,A D 'tJ O Mailing address (2) AN vfl a RAG'f- AR Zip Code 9el,S'0 Legal description (Lot, block & Sub'd.) Legal description (Section,, )*nship & Range) "7 S D I C_O X 7)Y r Lot Size Acre Sd.I l Number of Bedrooms tHls APPLIcAfION IS bbh: Sewer Only ❑ Well Only ❑ Sewer and Well ❑ Water Storage ❑ Sewer Upgrade 14 tHt§ h1101312i?tY tONTAINS: Hol Tub ❑ Jacuzzi ❑ Swimming pool ❑ Wafer Softening Unit ❑ therapy pool C) I cetlity Ihal the above Informalioh is correct. I further certify that (his application is being made for a thigle bamily b*ellfitg and is in accordahce with applicable Municipal Codes. C� 1 & 5 ENGINEERING �. 17034 Eayb River Loop Road No. 204 (Signature of properly owner or aulhorized agent) hermit fees: il 00 • � J Walver tees: bate of Payment: $ /1 l0 3 bale of Payment: hecelpt Number:O 3°y 3 hecelpl Number: (Rev. 12/00) "577 S& July 28, 2003 ROBERT C. COWAN, P.E. ROBERT& SHAFER, P.E. CML ENGINEERS (907) 694-2979 FAX(907)694-1211 ORI APPROVALS THry MUNICIPALITY OF ANCHORAGE Development Services Department P.O. Box 196650 Anchorage, AK 99519 SEWER&WATER MAIN D(TENSIONS REFERENCE: Lot 2, Block 1, Kimberly Manor Subdivision SEWER& WATER INSPECTION It is requested that you issue a permit to install a septic system upgrade to serve the existing four bedroom dwelling on the referenced property. A test hole was excavated and a percolation test was performed. The approximate location ENGINEERINGSTUDIES AM REPORTS of the test hole is located on the attached site plan. At the time of excavation 7/23/03, water was not found. After monitoring, no ground water was found. We do not anticipate any adverse effects on neighboring wells, septic systems, reserve WELLI SPECTION &FLOWTEST 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. SITE PLANS If you require additional information, please contact us. Sincerely, ROAD DESIGN e///, 2 SOIL TEST Robert C. Cowan, P.E. RCC/bjj , Enclosure PERCOLATION TEST STRUCTURAL& MECHANICAL INSPECTIONS ONSITE WASTEWATER DISPOSALSVSTEM DESIGN 17034 NORTH EAGLE RIVER LOOP • SURE 204 • EAGLE RIVER, ALASKA 99577 1 1" = 50' -----1X------ZZ-------- ----- �------—------ DESIGN A'0 o SITE—PLAN C y •r. � 7.w rNyK / (AJC. C y D z riby C/) = a =� > r Zti r w Ln '-' N' N N O (J1 .. .. cm �C Z" ��L� � � -----1X------ZZ-------- ----- �------—------ DESIGN O SITE—PLAN x H V C y D m I:o C/) = a =� > r Zti r w Ln '-' N' N N O (J1 .. .. cm �C Z" ��L� � � O d m 00M m >00 f1 Dy0 VOAS 1i ym� VI r�mv 0 rr, Z n p� A � lip Z y O 0kip� !i NI~Ob9 m4 11 D 1�►,n.yy 1 N o, N A t: y {� y` N n 00 OFM i f 0 N FI) N 7 ►-7 O i 0 L Ln 0 C-) W00 — v cn EA � '-3 „ r 1 1 O iO G�ti 1 M ti /=N g '` obi o '10 1 C)w! 1 1 f s 1 r+ 1 1 S b -• IDrv++ 1 z N zm � � �� -y� 1 - 1 V ' C 0 I -----1X------ZZ-------- ----- �------—------ 1 1 ---------------- 5' UTILITY EASEMENT oomo ' nN �m 'O O n� x H V C y D 1 1 ---------------- 5' UTILITY EASEMENT oomo 0Q?Mo N 7C VZA y D m ti O C/) = a =� > r Zti � � O d m 00M m >00 f1 Dy0 ym� VI O O Z y O r��� of %!. �►. Municipality of Anchorage NGINEE Development Services Department Building Safety. Division �'•'� "' O On -Site Water and Wastewater Program 4700 South Bragaw St. i o ROBERT C. COWAN 4*7 P.O. Box 196650 Anchorage, AK 99519-6650 Oji per^% CE - 8801 r vnvw.ci.anchcrace.ak.us 7 �J`ti, V� i (907)343-7904 (� F'-" t•• fV Soils Log - Percolation Test Pprformpd For* 6l C,,,IC /'j U S JE W I c Z . _ Date Performed:'7� � 1/ Q 3 Le;:I0escftticn:Lot�2 OLK / KiMA64y M19.r04f/a Township, Range, Section: Slope Site Plan 10- 11- 12- 13- 14- 15- 16- 17- 18- 19 - COMMENTS ML T1r,(17- a. 0. .(ir a,e. Y. ITE N WASGROUND WATER 0 Gross Time ENCOUNTERED? iJ Net Drop tsoaK 7 �/�03 s IF YES. AT WHAT DEPTH? s- of L P Depth to Water After 30 Monitoring? D 11 -YE E Date: Reading Date Gross Time Net Time Depth to Water Net Drop tsoaK 7 �/�03 O — s- of - 30 30M.,J Srl$ SAV 30 _ s ykl, _ C o30,-1" S "Vit, ", q iG CIO 30 PERCOLATICN RATE J 3. S (ninutes/mch) PERC HOLE DIAMETER TEST RUN BETWEEN I? ANDq_FT PERFORh1ED BY�: PERFORMED IFI fK`G17RDFiN FY��J1iFI�eNtUNICIPAL G 17034 Eagle Alaska 99577 Eagle River, A 4"4m-_. CERTIFY THAT THIS TEST WAS IN EFFECT ON THIS DATE. DATE: 30 / 0 'S s&S� �1n��n1nG HEALTHALRHORITY APPROVALS SEWER&WATER MAINEXTENSIONS SEWERS WATER INSPECTION ENGINEERING STUDIES ANDREPORTS WELLINSPECTIGN & PLOW TEST SITE PLANS ROAD DESIGN SOILTEST PERCOLATION TEST STRUCTURAL& MECHANICAL INSPECTIONS ONSITE WASTEWATER DISPOSALSISTEM DESIGN ROBERTC. COWAN, P.E. ROBERTA. SHAFER, P.E. CIVIL ENGINEERS (907) 694.2979 FAX(907)694-1211 ON-SITE WASTEWATER DISPOSAL SYSTEM CONSTRUCTION PRACTICES and MATERIAL SPECIFICATIONS REFERENCE: Lot 2, Block 1, Kimberly Manor Subdivision July 28, 2003 GENERAL: 1. The scope of this project includes the verification of the existing 1250 gallon concrete septic tank and new trenches to serve the existing four bedroom residence located on the referenced property. 2. 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. 3. The contractor shall be responsible for obtaining any necessary underground utility locates. 4. Unless specifically agreed otherwise, the property owner shall be responsible for final grading areas subsequently depressed from soil settling. 5. 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. 2. The septic tank shall be sufficiently bedded to prevent settling or shifting of the tank. 17034 NORTH EAGLE RIVER LOOP 0 SURE 204 • EAGLE RIVER, ALASKA 99577 Page 2 Lot 2, Block 1, Kimberly Manor Subdivision July 28, 2003 3. All standpipes on the septic tank shall extend a minimum of 12 inches above final grade. 4. Septic tanks installed with less than 4 ft. of cover shall be insulated. 5. 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. 6. Final grading over the septic tank shall be such that a positive slope exists away from the septic tank. ABSORPTION TRENCH/DRAINFIELD INSTALLATION: 1. 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. 2. 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. 3. 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. 4. 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. 5. 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, Block 1, Kimberly Manor Subdivision July 28, 2003 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 (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. 3. Insulation shall be at least 2" thick extruded direct burial polystyrene (Dow Chemical Company Styrofoam HI or equal). 4. Septic tank inlets and outlets shall be fitted with watertight couplings (Caulder, Fernco, or equal). 5. 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. 6. All leachfield gravel (sewer rock) shall be 0.5"-2.5" screened gravel with less than 3% passing the #200 sieve. 7. 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. Page 4 Lot 2, Block 1, Kimberly Manor Subdivision July 28, 2003 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: 1. 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. 2. 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 GRE', SER ANCHORAGE AREA BOK.,.�JGH Department of Environmental Quality 3330 C Street Anchorage, Alaska 99503 INSPECTION REPORT ON-SITE SEWAGE DISPOSAL SYSTEM =NAM L1=JC11JLt5� C iLJ1L• MAILING ADDRESS !. r:} '4TJX PHONE = LOCATION LEGAL DESCRIPTION !) " SEPTIC TANK: DISTANCE ff FROM WELL L C , MANUFACTURER �MATERIAL NUMBER OF COMPARTMENTS .. _ INSIDE LENGTH INSIDE WIDTH •""�` LIQUID DEPTH -®_ LIQUID CAPACITY `GALLONS. TILE DRAIN FIELD: TOTAL LENGTH y DISTANCE FROM WELL >i) FOUNDATION NEAREST LOT LINEOF LINES NUMBER OF LINES %/ DISTANCE BETWEEN LINES �d/� � 'J TRENCH WIDTH�_3,$��IN. TOTAL EFFECTIVE ABSORPTION AREA ` SQ. FT. LENGTH OF EACH LINE DEPTH OF FILTER r DEPTH: TOP OF TILE TO FINISH GRADE MATERIAL BENEATH TILE_ L IN. ABOVE TILE IN. WELL: l f �r TYPE- �� Ita �^ i t"� GON STRUCTION � % '�%�!` DEPTH DISTANCE FROM: BUILDING NEAREST NEAREST SEPTIC SEEPAGE FOUNDATION—,LOT LINE , SEWER LINE , TANK , SYSTEM CESSPOOL , OTHER SOURCES APPROVED DISAPPROVED REMARKS DISTANCES: INSTALLED BYILLI C; > SEWER LINE DEPTH: PIPE MATERIAL: LOT SLOPE: L` L L _ • REMARKS: Form EQ -032 7 I•[el ZT.1 me] a Rrj M 1 * UT DATEI,_5 PPROVED G.A.A. B. pl—'Je I, i i i L iYPC UF ;0 11 IS: TRENCH H�XlM01 N�MBER Uf BEDRUOMS � 4 SOIL RATING (SQ FT/BR)� 2�0 iH:iiQUIRED SlZE OF THE SOIL HBSORPTIQN SYSTEM IS� �fi���� ����� �� ���� ����� �'I %eu�� 8EPHRTMENT`o�� HEHLTH AND ENVlRONMENTHL\��OTECTION '�- 2510 E[UDOR RD�/ HNCHORHGE/ HK� 99507 IS THE LENGTH (IN`F QF' THE"TRENCH OR DRHINFIELD' THE DEPTH OF H .... .... ..... 1 kR. r I�'� ^ URUUND AND THE �k��! OF THE EXCH\FTTIQN (IN ��HMll NU. ( 76I7I WIDTH IS THE FUR TRENCHES MINIMUM DEPTH OF UR VEL BETWEEN THE OUTFHLL PIPE ���L1CHNT EUG�NE JHNUSIEWlCZ ^ SRH BOX 406 344~2]40 LUCH|lUN HlLLSlUE � �V� LOT `IZE 43000 �~~-~ ��UHRE FEEl L�UHL L� 81 KlMBERLY MHNOR iYPC UF ;0 11 IS: TRENCH H�XlM01 N�MBER Uf BEDRUOMS � 4 SOIL RATING (SQ FT/BR)� 2�0 iH:iiQUIRED SlZE OF THE SOIL HBSORPTIQN SYSTEM IS� �llH�R H CLHSS l QR II NSF HPPROVED PLANT MHY BE lWSTHLLED. H [UNlINUUUS MHINTENHNCE HGREEMENT IS REQyIRED� IF FY MHINTENHNCE HGR�EMEN|IS N8T KEPT CURRENT YOU MAY BE REQUI��ED TO ENLHRGE �H H��8KPTlON SYSTEM HND/OR YOU MAY BE SU8JECT TO PROSECUTION. 1j- H CLHSS l SYSTEM IS USED THE LENGTH I FEET IF H CLHSS II SYS[EM l5 USED THE LENGTH I 8HCKFlLL1NLJ' OF HNY SYSTEM WITHOUT FINAL lNSF ECTION AND DE�MHlMEN[ WlLL BE SUBJECT TO PROSECU TlON. ' �cuRGF Dl�POSy�. SY��EM" I� ~�',�~� .~~� -- �`� 100 FEE[ FOR A PRIVHTE WELL OR 200 FEET FOR H PUBLIC WELL PEC �`^ ' 'lFlCHTS HND CONSTRUCTION DIHGRHMS ARE RVHILHBLE TO INSURE I0N lN�\HLLHTlUN. R ��F<" CK Ir-.# lf� u� � IFY THHT SET i� l HM F�lLI A P wI/H /nc Rcuv�,u/_,..~ FOR ~., ~^�_ SEWER'S FQRlH UY }HE /umII_:_(rm.I'r OF ANCHORAGE.. �� i W1LL iNS|ML|~ THE IN /wCv.."."`°l ',^IH IH_ UI RE E1,41-FIRGEMEPTY .1 1 UND�R |MNy |�n/ /�� un~��/� ��,°..` '.~.�.. �.�� �� I II AENC� I':-1 ���uu���u �u �����cvc /."..� ..,.., . ��~�� �l6N�D� t un,�_~~_=._� �'I %eu�� '�- lM� L�NGfH DlMENSlON IS THE LENGTH (IN`F QF' THE"TRENCH OR DRHINFIELD' THE DEPTH OF H TRENCH OR PIT IS THE DISTHQrEBETWEEN THE SURFHCE OF THE URUUND AND THE BQTTOM OF THE EXCH\FTTIQN (IN THEHE lS NO SET WIDTH IS THE FUR TRENCHES MINIMUM DEPTH OF UR VEL BETWEEN THE OUTFHLL PIPE |H� GHHV�L DEPTH HNU �HE B8TT0M OF THEEXCHYH TIC N <IN FEET) �llH�R H CLHSS l QR II NSF HPPROVED PLANT MHY BE lWSTHLLED. H [UNlINUUUS MHINTENHNCE HGREEMENT IS REQyIRED� IF FY MHINTENHNCE HGR�EMEN|IS N8T KEPT CURRENT YOU MAY BE REQUI��ED TO ENLHRGE �H H��8KPTlON SYSTEM HND/OR YOU MAY BE SU8JECT TO PROSECUTION. 1j- H CLHSS l SYSTEM IS USED THE LENGTH I FEET IF H CLHSS II SYS[EM l5 USED THE LENGTH I 8HCKFlLL1NLJ' OF HNY SYSTEM WITHOUT FINAL lNSF ECTION AND DE�MHlMEN[ WlLL BE SUBJECT TO PROSECU TlON. ' �cuRGF Dl�POSy�. SY��EM" I� ~�',�~� .~~� -- �`� 100 FEE[ FOR A PRIVHTE WELL OR 200 FEET FOR H PUBLIC WELL PEC �`^ ' 'lFlCHTS HND CONSTRUCTION DIHGRHMS ARE RVHILHBLE TO INSURE I0N lN�\HLLHTlUN. R ��F<" CK Ir-.# lf� u� � IFY THHT SET i� l HM F�lLI A P wI/H /nc Rcuv�,u/_,..~ FOR ~., ~^�_ SEWER'S FQRlH UY }HE /umII_:_(rm.I'r OF ANCHORAGE.. �� i W1LL iNS|ML|~ THE IN /wCv.."."`°l ',^IH IH_ UI RE E1,41-FIRGEMEPTY .1 1 UND�R |MNy |�n/ /�� un~��/� ��,°..` '.~.�.. �.�� �� I II AENC� I':-1 ���uu���u �u �����cvc /."..� ..,.., . ��~�� �l6N�D� t un,�_~~_=._� ��C- I F--� F --a L- I -T- `e C-1 ���F-H ��� DEPA RTMENT OF HEALTH AND ENVIRONMENTAL PROTECTION 2510 E TUDOR RD./ ANCHORAGE, HK. 99507 276~2221 ��-�� �� ��.�������E:-� r F:� E:E�����.� PERMIT NO. ( 76I41 > APPLICANT IEHICZ SRR BOX 406 ]44-2]40 LOCATION HILLSIDE a cux LEGAL L2 f --.l KIMBERLY MANOR SUBD LOT SIZE 4]000 SQUARE FEET TYPE OF SOIL HBSORBTION SYSTEM IS: TRENCH MAXIMUM NUMBER OF BEDROOMS 4 SOIL RATING 190 THE REQUIRED SIZE OF' 'THE SOIL ABSORPTION SYSTEM IS: �� �a������� THE LENGTH DIMENSION IS THE LENGTH (IN FEET) OF THE TRENCH OR DRHINFIELD. THE DEPTH 0F ATRENCH OR PIT IS THE DISTANCE BETWEEN THE SO L�FRCE (-l" THE GROUND HND THE BOTTOM OF THE EXCAVATION (IN FEET). THERE IS NO SET WIDTH FOR TRENCHES. THE GRAVEL. DEPTH IS THE MINIMUM DEPTH OF GRAVEL BETWEEN THE OUTFALL PIPE AND THE BOTTOM OF THE EXCAVATION (IN FEET). F� 9=h WL:������ EITHER A CLASS I OR II NSF APPROVED PLANT MHY BE INSTALLED. H CONTINUOUS MAINTENANCE AGREEMENT IS REQUIRED. IF H MHINTENHNCE AGREEMENT IS NOT KEPT CURRENT YOU MAY BE REQUIRED TO ENLARGE THE SOIL HBSORPTI0N SYSTEM HND/OR YOU MAY BE SUBJECT TO PROSECUTION. IF H CLASS I SYSTEM IS USED THE LENGTH IS 45`0 FEET, IF H CLASS II SYSTEM IS USED THE LENGTH IS 5�3.0 FEET. BACKFILLING OF ANY SYSTEM WITHOUT FINAL INSPECTION AND HPPROVHL BY THIS DEPARTMENT WILL BE SUBJECT TO PROSECUTION. MINIMUM DISTANCE BETWEEN H WELL AND HNY ON-SITE SEWAGE DISPOSHL ��YSTEM IS 100 FEET FOR 8 PRIVATE WELL OR 200 FEET FOR R PUBLIC' WELL. SPEC IFICHTIONS AND CONSTRUCTION DIAGRAMS ARE AVAILABLE TO INSURE PROPER INSTHLLHTION. C-RVAEE Y -J LEE I CERTIFY THAT 1: I HM FAMILIAR WITH THE REQUIREMENTS FOR ON-SITE SEWERS HND WELLS HS SET FORTH BY THE MUNICIPALITY OF ANCHORAGE. . 2: I WILL INSTALL THE SYSTEM IN ACCORDANCE HITH THE '-'.'ODES. ]` I UNDERSTAND THAT THE ON-SITE SEWER SYSTEM MAY REQUIRE ENLARGEMENT IF THE RESIDENCE IS REMODELED TO INCLUDE MORE THAN 4 BEDROOMS. � SIGNED: HPc�^ �C EUGENEUGENE'JHNUSIEWICZ �W°l^�� ANCHORAGE ,p•, FAM BANKS CONSULTANTS, INC. JUN£Av 249 EAST 51ST AVENUE • P.O. BOX 6Oa7 • ANCHORAGE, ALASKA 99503 • TFLEPHONE 907-279.0483 • TELEX 090-35419 June 1, 1976 R & M No. 656245 Mr. Eugene Janusiewicz Box 406 SRA Anchorage, Alaska RE: Test Hole and Soil Log Report for Sanitary System. Lot.2 Block 1 Kimberly Manor Subdivision_ Dear Mr. Janusiewicz: We are submitting herewith the test boring results and our comments I regarding soil conditions encountered at the subject site. This investigation was performed in accordance with your request of May 3, 1976 and those procedures outlined in a letter dated July 15, 1975, by Mr. Rolf Strickland of the Municipality of Anchorage, Department�of Environmental Quality. A single test hole was put down within the Lot 2 area for the purpose of defining general subsurface soil conditions for the proposed sanitary system. Excavation was accomplished with a tractor mounted auger type drilling rig and the test hole was extended to a total depth of 20 feet below ground surface. The final log prepared for the test hole -has been included in Drawing A -OL Ground water was encountered in the test hole at a depth of 18 --feet while dr�,l,ing _ ,It was noted that the soil in the test hole from one foot below the surface_ ).o a d�erptho�fps at the point of saturation. The test hole was filled with water on May 28, 1976 and the water level was checked on May 29 and again on June 1,1976. The total drop was recorded at 13 inches. We appreciate being given this opportunity to be of service to you. Shoul you have any questions with regard to -the above, please do not hesitate to contact us. Very truly yours, R & M CONSULTANTS, INC. Q James W. Rooney Vice President J9R/PJ/pe. 18'W.D Lof Represents Location of Test Hole Lot 2 Block 1 Kimberly Manor Subdivision TH 1 5-28-76 0.0' tih.4 - ��� ORGANICS (PT) `..2L _ ------ 0.5' ORGANIC SILT (ML) , `----------- 1.0 SILT W/SOME SAND & •� \% RACE DPZANTCR 2.0' SANDY SILT (ML) �d SILTY SNADY GRAVEL (GM). SANDY WILT W/SOME GRAVEL Layers of Silty Sand (ISL SM) (260) F.B. pyyry �1C�1 �� Log of Test Hole GRID- CK0 PJ DATE= 6-1-76 :SCALE= 1"=3% Gi R & IVT C-,ONOUlTANY9, INc. - Eugene-Janusiewics Anchorage, Alaska i pROJ.NO. 5 .OWG.NO. A-01 400 182 a w a a • 0 ISI IV i ICEI :,) Ji 176 181 -4(&>- 183 DeArmoun Road Area Reference Map -P14 y 188 1974 JH WAR (OD M w wd -I�?ZFI) Ha co, s4 ' e z 6�_