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Home My WebLink AboutUS SURVEY 3042 LT 93 S3E2 T10N R2E SEC 19Onsite File US Survey 3042 Lot 93 S3E2 #075-093-19 MUNICIPALITY OF ANCHORAGE On -Site Water & Wastewater Program PO Sox 196650 4700 Elmore Road Anchorage, Alaska 99519-6650 Phone: (907) 343-7904 Fax: (907) 343-7997 htt p: /Iwww. m u n i. orglo n s i to Permit Number: OSP201226 Work Type: Well Initial Tax Code Number: 07509319000 On -Site Water System Permit Effective Date Expiration Date 7/7/2020 7/7/2021 Site Legal Address: US SURVEY 3042 LT 93 S3E2 TION R2E SEC 19 G.5012 Site Mailing Address: Owner: SMEEDING RYAN Lot Size in Sq Ft: 8366 Design Engineer: Total Bedrooms: This permit is for the construction of: ❑ Disposal Field ❑ Septic Tank ❑ Holding Tank ❑ Privy Q Private Well ❑ Water Storage All construction shall 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 wastewater code requires inspections during the installation. The engineer shall notify the Development Services Department per AMC 15.65. Provide notification by calling (907) 343-7904 (24/7). 4. From October 15 to April 15, a subsurface soil absorption system under construction during freezing weather shall be either: a. Opened and Closed on the same day, or b. Covered, sealed, and heated to prevent freezing Special Provisions: To close out this permit, please submit the following: 1. Well log 2. Pump install log 3. Water sample results for total coliform, nitrates and arsenic. Received g) Issued By: Date: 7� Z� 2-c Date. 7 7 3 L {� u 7-343-7904 _ hon IDevelopment Services Department � Fax: 907-343-7997 On -Site Water & Wastewater Section \� \J� ON-SITE SEPTIC/WELL PERMIT APPLICATION Parcel I.D. 075-093-19 Ryan Smeeding Day phone 801-647-3593 Property owner(s) y Mailing address Po box 875 Girdwood, AK 99587 Site address Legal description (Sub'd., Block & Lot) US Survey 3042 Lt 93 S3E2 Legal description (Township, Range & Section) Girdwood Lot Size 8366 Sq. Ft. Number of Bedrooms 3 APPLICATION IS FOR: (® all that apply) Absorption Field ❑ Septic Tank ❑ Holding Tank ❑ Privy ❑ Private Well 0 Water Storage ❑ APPLICATION IS AN: TYPE OF DWELLING: Initial El Single Family (SF) 0 (w/wo ADU) Upgrade ElDuplex (D) ❑ Renewal E] Multiple Dwellings ❑ (SF and/or D) THIS APPLICATION INCLUDES A WAIVER REQUEST FOR: Distance: I certify that the abo information is correct. I further certify that this is in accordance with applicable Mun" al'Codes. _. (Signaf property owner or authorized agent) Permit/Rush Fees: 70 Date of Payment: 7 7 ,20)6 Receipt Number: ��z9y�% Permit No. USIp 20 1 d17 2 C/o rLs&-'1_1 '< -7// 176 Waiver Fees: Date of Payment: Receipt Number: Waiver No. GADevelopmenl ServiceslBuilding Safetyl0n Site Water and WastewaterTorms\Client Forms\Permit Application.doc GENERAL CONSTRUCTION NOTES 1. ALL CONSTRUCTION SHALL BE INSTALLED AS SPECIFIED IN THE MOST CURRENT EDITION OF THE MUNICIPALITY OF ANCHORAGE STANDARD SPECIFICATIONS FOR STREETS-DRAINAGE-UTIUTIES,PARKS (MASS), THE AWWU DESIGN AND CONSTRUCTION PRACTICES MANUAL, AND THE SPECIAL PROVISIONS. TARP SEPARATION BETWEEN WATER AND SAN 2. MAINTAIN A MINIMUM OF TEN (10) FEET HORIZONTAL AND EIGHTEEN (18) INCHES VERTICAL I OR STORM SEWER MAINS AND SERVICES. SANITARY AND STORM SEWER PIPE JOINTS SHALL BE PLACED AT LEAST NINE (9) FEET FROM ANY WATERLINE CROSSING. 3. MAINTAIN A MINIMUM OF 36 INCHES OF VERTICAL SEPARATION BETWEEN ANY STORM SEWER (STORM DRAIN OR FOOTING DRAIN) AND WATERLINE (MAINS OR SERVICES) OR SANITARY SEWER (MAINS OR SERVICES). IF 36 INCHES CANNOT BE MAINTAINED. PROVIDE A MINIMUM OF 4 -INCH THICK INSULATION. 4. ALL WATERISEWER PIPE INSULATION SHALL BE RIDGID BOARD, HIGH DENSITY POLYSTYRENE, MIN 60 P.S.I., FOR ONpERGROUND INSTALLATIONS EO DIVALENT TO R-20 PER FOUR 14) INCH THICK INSULATION. PROJECT UTILIZES INSULATED ARCTIC SEWER PIPE, AND RIDGID BOARD INSULATION MAY NOT BE REQUIRED. CONTACT THE ENGINEER FOR QUESTIONS IF VERTICAL SEPARATION REQUIREMENTS CANNOT BE MAINTAINED AT CROSSING LOCATIONS, 5. CONTRACTOR SHALL VERIFY AND RECORD THE HORIZONTAL AND VERTICAL LOCATIONS OF ALL UTILITIES ENCOUNTERED IN THE FIELD AND RECORD ANY CHANGES ON THE CONTRACTOR RECORD DRAWINGS, 6. THE CONTRACTOR SHALL RESTORE ALL DISTURBED PROPERTY, INCLUDING DRAINAGE SWALES, PAVEMENT, FENCES, AND GATES DISTURBED BY CONTRACT ACTIVITIES TO PRECONSTRUCTION CONDITION. 7. IN CASE OF CONFLICT BETWEEN STATIONING OR DIMENSIONED LOCATION OF PIPE OR FITTINGS, USE DIMENSIONED LOCATIONS. 8, THE CONTRACTOR SHALL RECORD SURVEY NOTES IN A FORMAT SIMILAR TO THAT SHOWN IN MASS DIVISION 65 FOR SUBMITTAL WITH RECORD DRAWING PLANS PRIOR TO CONTRACT FINAL PAYMENT- S. THE CONTRACTOR SHALL BE RESPONSIBLE FOR EROSION AND SEDIMENT CONTROLS AS NECESSARY TO COMPLY WITH FEDERAL, STATE, AND MUNICIPAL LAWS THAT PROHIBIT UNPERMITTED DISCHARGE OF POLLUTANTS, INCLUDING SEDIMENTS. THAT ARE A RESULT OF EROSION AND OTHER CONSTRUCTION ACTIVITIES. THE CONTRACTOR SHALL CONDUCT ALL WORK SO SEDIMENT IS NOT TRANSPORTED ONTO THE ROADWAY OR ADJACENT PROPERTY. AT A MINIMUM. THE CONTRACTOR SHALL SWEEP UP ANY SEDIMENT TRACKED ONTO PAVED SURFACES IN PUBLIC RIGHT-OF-WAY WITHIN 24 HOURS OF THE TRACKING TO MINIMIZE THE WASH -OFF OF SEDIMENT INTO THE STORM DRAINS OR WATERWAYS. 10. THE CONTRACTOR SHALL VERIFY EXACT LOCATIONS BY OBTAINING UTIUTY LOCATES AT LEAST 48 HOURS PRIOR TO COMMENCING WORK. UNKNOWN UTILITIES MAY BE ENCOUNTERED DURING EXCAVATION, THE CONTRACTOR SHALL EXERCISE CAUTION WHEN DIGGING AROUND BURIED UTILITIES AND BURIED STRUCTURES. SEWER NOTES 1. EXISTING CUSTOMERS SHALL BE NOTIFIED SEVENTY-TWO (72) HOURS IN ADVANCE OF SANITARY SEWER SERVICE INTERRUPTION. THE CONTRACTOR SHALL BE RESPONSIBLE TO PROVIDE TEMPORARY SANITARY SEWER SERVICE TO THE EXISTING CUSTOMERS IF DEEMED NECESSARY. 2. SANITARY SEWER SERVICE SHALL BE 4 -INCH DR 18 PVC, 3. PVC PIPE MUST MEET REQUIREMENTS OF AWMA CAW AND THE AWWU DESIGN AND CONSTRUCTION PRACTICES MANUAL, C900 POLYVINYL PIPE IS TO BE DR 18. PVC PIPE MUST HAVE A MINIMUM TWO HUNDRED (200) PSI PRESSURE RATING. ALL BENDS AND FITTINGS TO CONSTRUCT SEWER CLEANOUTS MUST BE RESTRAINED. C900 PIPE IS TO BE IRON PIPE SIZE EQUIVALENT (IPS). CLEANOUT ARE TO BE PVC WITH A GROOVE ON THE VERTICAL RISER FOR CERTA-LOK C900/RJ PIPE BY CERTAINTEED MANUFACTURED BY SPECIFIED FITTINGS OR EQUAL, 4, ALL BEDDING SHALL BE CLASS'E'. 5, CONTRACTOR SHALL FIELD INSTALL RESTRAINED FITTINGS ON ALL MECHANICAL JOINTS. SNEET NOTES 1. RELATIVE TOPOGRAPHIC ELEVATION SHOWN ON THE DRAWING IS APPROXIMATE AND BASED ON CONTOURS FOUND ON THE MOA WEB MAPPING APPLICATION. 2. PROPERTY LINES SHOWN ON THE DRAWWGS ARE FROM THE MOA WEB MAPPING APPLICATION, 3. SEWER MAIN AND SEWER MANHOLE MH #5012-005 LOCATION INFORMATION IS BASED ON MOAIAWWU RECORD DRAWING 16296 AND SUBSEOUENT MARKUPS PROVIDED BY AWWU FIELD SERVICES. 4. GROUND SURFACE ELEVATION DATA WAS COLLECTED IN THE AREA OF THE PROPOSED SEWER SERVICE ALIGNMENT AND TIED TO THE TOP RIM OF SEWER MANHOLE MH #5012-005 BY DESIGN ENGINEER NEIL WAGGONER, PE ON MAY 15. 2019. 5. DEPTH OF THE EXISTING SEWER MAIN FLOWLINE OF 124.5 INCHES BELOW THE TOP RIM OF MANHOLE MH #5012-00515 BASED ON INFORMATION PROVIDED BY AWWU FIELD SERVICES. 6. EXISTING NEIGHBORING PROPERTY (USS 3042 LOT 94 S3, W2) SEWER SERVICE CONNECTION LOCATION (APPROXIMATELY ONE FOOT DOWNSTREAM OF MANHOLE MH #5012-005) IS BASED ON INFORMATION PROVIDED BY AWWU FIELD SERVICES 7, NEIGHBORING PROPERTY DRINKING WATER WELLS THAT ARE SHOWN WERE FOUND ON THE MOA ONSITE WATER AND WASTEWATER DATABASE. ADDITIONAL WATER WELLS MAY BE IN THE AREA, CONTRACTOR TO VERIFY ALL WATER WELL SETBACKS ARE MET PRIOR TO INSTALLATION OF SEWER SERVICE. RECORD DRAWING 1. DATA PROVIDED BY:- Tb,, Y:Th s mil serve to certify that these Record Drawings area true and ...urate Iepresentat on of [he project as constructed. CONTRACTOR'. BY. TITLE DATE 2. DATA TRANSFERRED BY: COMPANY: DATE: 3. DATA TRANSFER CHECKED Based -periodic E".bservations by the Engineer (.r an Individual under his/her drect supervision), the Contractor -provided data appears to represent the P,q das construded. BY: COMPANY:_-____ REE DWG NO 1 10 0 20 1�1 SCALE: ii01 •77 props,w Oak r 5 /100' WELL RADIUS LLRADIUS 75' WELL RADIUS lass, OpF LU%9 7°41 RTy PRIVATE WELL EXISTING GAS SERVICE LOCATION APPROXIMATE \ 7 � 7 SSE/ 99' ROW PROVIDE FILL IN ROW TO`\ / MAINTAIN A MINIMUM OF 4,501 COVER \ `/ OVER SEWER SERVICE ,. INSTALL 133'OF4"DR 18 PVC RFAS�RE eok M/�F R °S O RAW EXISTING GAS SERVICE 'ate \LOCATION APPROXIMATE _ EXISTING MANHOLE MH # 5012-005 0 oW oo� 033 � g o153 115 I INSTALL 2"X4" WOOD POST TABOVE FINISHED GRADE - PER MASS DETAIL #50-17 PRIVATE 0 I \ I RELOCATE EXISTING //- LOT 94 S3 OF W2 SEWER SERVICE / \s IEXISTING GAS MAIN r/ f LOCATION APPROXIMATE 9�z/1 79.5'ROW .10 p Fxis R�gCk m g 6 g 0 z ri C a o Ml1�R R °R0w 115 RON a1pe SFW �R N/N s� PROVIDE FILL IN ROW TO RESTORATION Science & Engineering, UE L= ," 911 West 8th Avenue, Suite 100 Anchorage, Alaska 99501 PH (907)278-1023 FAX (907) 277-5718 MAINTAIN A MINIMUM OF 450F COVER OVER SEWER SERVICE - 3 EXISTING SURFACE X DESCRIPTION INSTALL POST) BOARD INSULATION 105 - - EXISTING GAS SERVICE INE �o START STATION BUOYED, END STATION 0+25.00 LOCATION APPROXIMATEE ELEV UNKNOWN too \ _----_:-_------_-__----- �.. l END SERVICE WITH BELL & INSTALL 133' OF 4" OR 18 PVC INSTALL REMOVABLE TEST PLUG PER MASS DETAIL #RT17 95 _ - -0+100+00 225° ELBOW+ .'ELBOW 1+00 22.5° ELBOW L■ TRENCH BACKFILL OUTSIDE OF TRAVELED WAY `WISHED GRADE RESTORATION Science & Engineering, UE L= ," 911 West 8th Avenue, Suite 100 Anchorage, Alaska 99501 PH (907)278-1023 FAX (907) 277-5718 .. ze � pf ��TH •' a 0 �, , , • ° DFEA 7 • • • , •� D N WACG NER°•° • E 41. -- _ - TRENCH - X DESCRIPTION 1+00 22.5° ELBOW L■ TRENCH BACKFILL OUTSIDE OF TRAVELED WAY `WISHED GRADE TRENCH BACKFILL WITHIN TRAVELED WAY 4'RAP _EVEIATNG COVRSL X -- _ x x TRENCH / X BACKFILL 6" TYPE II A X -( CLASSIFIED FII.l. 05 RELOCATE EXISTING LOT 94 S3W2 PRIOR TO COMMENCEMENT OF EXCAVATION THE FOLLOW! DETECTABLE OSHA---- "-SLOPE PEJOIHA--- SERVICE CONNECTION A MINIMUM OF LOCATOR LOCATOR TAPE PER-- ' DEPTH VARIES W MASS (f) DIVISION 20" FOR NEW LOT 93 S3E2 SEWER SERVICE - PRINTED NAME MIN Z CLASS E BEDDING ADDRESS `� MATERIAL COMPACTED _J TO 95% OF MAXIMUM GIRDWOOD, ALASKA 99587 DENSITY 6" MIN EXISTING UTILITY LOCATIONS ARE APPROXIMATE. -"-----' IRON PIPE SEWER MAIN CONTRACTOR SHALL VERIFY ALL UTILITY LOCATIONS SUB -GRADE SHALL BE >i> FREE OF ORGANICS OR Q DEBRIS IN ACCORDANCE WITH MASS DIVISION 20 12" IN i2" MIN TYPICAL SEWER SERVICE TRENCH SECTION DETAIL C.1 SCALE'. NT. S. FINISHED INSTALL CLEANOUT SURFACE -COVER PER DETAIL \\ / 2 O THIS SHE ET 4" PVC CLEANOUT RISER / /WYEf8PVC SEWER COMBO 4" DR 18 PVC SEWER SERVICE �2� CLEANOUT DETAIL _ _ C.1 NT.S. "\s iRFAs� 0 3 ry 3 CAST IRON CLEANOUT BOX, /-FINISHED GRADE H2O TRAFFIC RATED, GINGHAM 8 TAYLOR r 0-2' MODEL NO 107 OR APPROVEL EQUAL. !'MIN COVER LABELLED WITH WORD"SEWER" 4" PVC C900 CLEANOUT -'--- .�,,•„ ADAPTER HUB WITH SCREW-IN------ PVC CLEANOUT PLUG - 3 LAYERS 8 MIL POLY WRAP _ - YMIN MASS SECTION 2017 TYPE D FILTER GRAVEL OR AASHTO-/ NO. 67 COURSE AGGREGATE 4" DR 18 PVC CLEANOUT RISER PIPE:---' 3 CLEANOUT COVER DETAIL C.1 N,'FS. 0 S PLAN LEGEND 10 VERTICAL SCALE PROPOSED (P) 10 0 20 MILITARYFUELLINES 5223 0.811 beimeyoutYy. HORIZONTAL SCALE RYAN SMEEDING -- -----5 S- c o. ® ® CALL BEFORE YOU DIG _ CONTRACTOR SHALL NOTIFY ALL UTILITY COMPANIES 05 RELOCATE EXISTING LOT 94 S3W2 PRIOR TO COMMENCEMENT OF EXCAVATION THE FOLLOW! SERVICE CONNECTION A MINIMUM OF IS A PARTIAL LIST: 1+38 45° ELBOW 3" MIN SYMBOL PLAN LEGEND - EXISTING (E) PROPOSED (P) MILITARYFUELLINES 5223 0.811 beimeyoutYy. EUEJE:T PROPERTY LINE ADJACENT PROPERTY UNE EXISTING SIONER MAIN PROPOSCDSEV R EP,VICE GISTINGGA 1 EXISTING S.^.:"f.A SERVICE IF-VAILRA.I. EASEMENT EXISTING- CONTOUR .,LEArvouT SANITARYSFWERMAN-E RYAN SMEEDING -- -----5 S- c o. ® ® 5 -- - DC. o. O EXISTING MANHOLE MH#5012-005 STA TE STORMISTREETLIGHTS 333-2411 ALASKA RAILROADS 265-25 ppyIgry, MILITARYFUELLINES 5223 0.811 beimeyoutYy. OWNER: RYAN SMEEDING LOCATE CENTER OF ALASK _ ANOHORAG 278-3121 .. RELOCATE EXISTING LOT 94 S3W2 STATEW 1-800-478-3124 SERVICE CONNECTION A MINIMUM OF (INCLU DOT, ATU, AWIVU, CEA, ENSTAR, GCI, MTA, MEA, MUSE, MOA TRAFFIC 3' DOWNSTREAM & USE EXISTING CONNECTION 8 LS, MOA STORMISTREETS) SIGNATURE FOR NEW LOT 93 S3E2 SEWER SERVICE - PRINTED NAME RYAN SMEEDING OWNER ADDRESS PO BOX 875 CAUTION GIRDWOOD, ALASKA 99587 EXISTING e" DUCTILE EXISTING UTILITY LOCATIONS ARE APPROXIMATE. -"-----' IRON PIPE SEWER MAIN CONTRACTOR SHALL VERIFY ALL UTILITY LOCATIONS PHONE # 801.647.3593 PRIOR TO CONSTRUCTION. REV I DATE I PROD# I R&I NO. DRAFT ! USS :I� �II4I iI� 4II A�A.!D GIRDWOOD, I NEW SEWER SERVICE RSE I GR I NKA PS -XX -XXX TYPE: SUBTYPE: MOA GRID DWG C • 1 REYI810" REVISION CONTRACTOR CKD PIC SW5012/XXXX NO.