The URL can be used to link to this page

Home My WebLink AboutVALLEY VIEW ESTATES #1 BLK 2 LT 4-VALL.. y .LOT MUNICIPALITY OF ANCHORAGE On -Site Water & Wastewater Program PO Box 196650 4700 Elmore Road Anchorage, Alaska 99519-6650 Phone: (907) 343-7904 Fax: (907) 343-7997 http://www.muni.org/onsite On -Site Wastewater Disposal System Permit Permit Number: OSP251327 Work Type: Septic Upgrade Tax Code Number: 05052150000 Site Legal Address: VALLEY VIEW ESTATES #1 BLK 2 LT 4 G:0263 Site Mailing Address: 25900 BERRYHILL RD, Eagle River Owner: AMSDEN RAYMOND J & BRENDA K Design Engineer: FORGE ENGINEERING This permit is for the construction of: Effective Date Expiration Date: Lot Size in Sq Ft: Total Bedrooms: 9/25/2025 9/25/2026 51131 2 Disposal Field Q Septic Tank ❑ Holding Tank ❑ Privy ❑ 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: The Engineer is required to do an additional percolation test prior to construction of the septic field. Please submit stamped and signed results with the As -built Inspection Report. If the results require a design change, construction of the system will stop pending On -Site review and approval. 2 Received By: Date: Issued By: Date: 2--S MUNICIPALITY OF ANCHORAGE ...... .... Development Services Department Phone: 907-343-7904 On -Site Water & Wastewater Section ON -SITE SEPTICIWELL PERMIT APPLICATION Parcel I.D. 050-521 50 Property owner(s) Raymond & Brenda Amsden Day phone _ Mailing address25900 Berryhill Rd, Eagle River, AK 99577 Site address Same Legal description Valley View Estates #1, Block 2 Lot 4 Number of Bedrooms Engineering Firm Forge Engineering Building Permit Number Not Applicable 01 APPLICATION IS FOR: APPLICATION IS AN: (Z all that apply) Disposal Field F] Initial 0 Septic Tank Upgrade Holding Tank ❑ Renewal ❑ Privy ❑ Well EJ Water Storage R THIS APPLICATION INCLUDES A WAIVER REQUEST FOR: Distance: Permit/Rush Fees: JSq5 Waiver Fees: Date of Payment: q112 17-f Date of Payment: Permit No. 05P Ll 3Z7 Waiver No. May 2025 September 11, 2025 MOA Development Services, On-Site Water & Wastewater Program 4700 Elmore Rd Anchorage, AK 99507 Subject: Valley View Estates #1, Block 2 Lot 4 Septic system design Dear On-Site Services Engineer: The owner of the above lot owns a 3-bedroom home on the property. The existing septic system has reached the end of its useful life, so we are submitting this permit application for the construction of a new septic system. The proposed system is designed to accommodate 4- bedrooms upon the owner’s request. The attached site plan identifies the location of the home as well as the proposed septic location. No conflicts exist between this proposed system and any other well or septic system, whether on this lot or adjacent lots. The ground surface on the lot has a moderate slope of around 15%-20%. There are no slopes greater than 25% within 50 feet downslope of the proposed septic system. Contours are shown on the site plan showing the grade and direction of flow. Stormwater drainage will not impact this septic system. The new trench will be constructed parallel to the slope as much as possible. Wells on this and adjacent lots are shown. The new system will be a minimum of 100’ from all wells and surface water, and more than 5’ away from the septic tank. Please refer to the attached test hole info, plan and profile pages for the septic design. If this design is followed, there will be no adverse impacts to adjacent properties. This design is based upon unstamped TH documentation from a previous engineer. His notes state the hole was dug 15’-8” deep. The soils were classified as 1’ organic materials 1’-8’ silty sands 8’-bottom silty gravel. A percolation bench was dug to 4’ and the test showed water percolation at 8 min/inch. After the 7 day water monitoring period groundwater was measured at 14.5’from grade. A confirmation test hole will be dug at the time of the construction of the new trench to confirm this information is accurate and up to date. Sincerely, Benjamin Schiller, PE Municipality of Anchorage On-site Water and Wastewater REVIEWED FOR CODE COMPLIANCE OSP251327, Curtis Townsend, 09/25/25 Benjamin Schiller CE 12592REGISTEREDPROFESSION A L E N GINEER 1"=40' NEW 1250-GAL SEPTIC TANK ENSURE 100' SEPARATION FROM WELL CO - CLEANOUT 2CO - DOUBLE CLEANOUT FCO - FOUNDATION CLEANOUT FS - FLOW SPLITTER VALVE MH - MANHOLE MT - MONITORING TUBE SV - SEPTIC VENT TH - TEST HOLE LEGEND VALLEY VIEW ESTATES #1, BLOCK 2 LOT 4 FEET 0 40 80 SEPTIC PLAN 9/8/25 BERR Y H I LL ROA D SH E D 10' UTILITY EASEMENT Lot 4 3-BDRM HOME EXISTING TANK TO BE DECOMMISSIONED EXISTING TRENCH TO REMAIN IN SERVICE EXISTING WELL EKLUTNA ENGINEERING TH 2021 760 765 770 775 780 785 790 795 800 805 810 815 820 825 2CO DV MT CO MT CO 75' LONG X 5' WIDE, 4' EFFECTIVE DEPTH TRENCH CONFIRMATION TEST HOLE WELL FARTHER THAN 100' WELL FARTHER THAN 100' EXISTING WELL, CONFIRM LOCATION BEFORE INSTALL WELL FARTHER THAN 100' ALTERNATE SITE Municipality of Anchorage On-site Water and Wastewater REVIEWED FOR CODE COMPLIANCE OSP251327, Curtis Townsend, 09/25/25 VALLEY VIEW ESTATES #1, BLOCK 2 LOT 4 TYPICAL TRENCH SECTION (NO SCALE) NOTES: 1. GRADE AREA OVER TRENCH TO DRAIN AWAY 2. PROVIDE 3' OF COVER OVER TRENCHES AND 4' OVER SEPTIC TANK, OR 2' WITH 2" OF INSULATION 3. CHECK GROUNDWATER AT TIME OF CONSTRUCTION. IF LEVEL IS HIGHER THAN PREVIOUSLY OBSERVED, CALL ENGINEER IMMEDIATELY Benjamin Schiller CE 12592REGISTEREDPROFESSION A L E N GINEER DESIGN FACTORS:SYSTEM REQUIREMENTS: 600 GPD PEAK FLOW PERK RATE: 8.0 MIN/IN APPLICATION RATE: 0.8 GPD/SF 5' WIDE TRENCH SYSTEM 1250-GAL SEPTIC TANK BOTTOM OF TRENCH: 7.5' BELOW GRADE FLOW LINE ELEVATION: 3.5' BELOW GRADE 9/5/25 4' 6" 3' 4" PERFORATED PVC (HOLES DOWN) DRAINFIELD ROCK GEOTEXTILE FABRIC PROVIDE ADDITIONAL FILL TO ACCOUNT FOR SETTLEMENT 6" 600 GPD / 0.8 GPD/SF / 5' WIDE * 0.5 RED FACTOR [4.0' DEEP] = 75.0 LF TRENCH REQUIRED (75.0 LF SPECIFIED) Municipality of Anchorage On-site Water and Wastewater REVIEWED FOR CODE COMPLIANCE OSP251327, Curtis Townsend, 09/25/25 Municipality of Anchorage On-site Water and Wastewater REVIEWED FOR CODE COMPLIANCE OSP251327, Curtis Townsend, 09/25/25 Lo ° m w N C 0m dN 6 c —� Q 00 wYZ _ U w SU'm�oom ON -m00 0 < m all rn F 2E FQ c n o w c m F o ii mo cod.ENmX g� N dJ�/j y3�d Q` N N c E¢ E >, ..W Q m L Z O NQ Q L> r C N o C 'C ¢F o U O` C N O O W Ke Q daW wm 2EL i.a wD w Li] 9 O N in Z L.NW QY coo m N N o C 5 sw o > 2 E U m 3J o oc til -E c' Q TUQ 20 CcryN N N N> L O ¢amm nmoN o i y c E 0 h W J m O£ Z8l 68' 3„ZO,bbo8pN � o r; yg II i t / 00 op j 00 J: c.i 00 • 2 % /O; o by y µ'o��5`� 0 v� I o I ro' o LU I N ti'gE11- m/ 0, I Z n / LitLij (/�IJ N %/ %/ I CY)Lo Q m / M / / O � Iw co co Z x I} N x J Iti Fw / / m I. O) w0Z I Mai a�j w IH h x�0 j F w 0 1- ^° -� U w W / act m U) CO 0 m UFO LUo= OZF oc U)0z / wNof / w U) [-- / I F r/ M 69'OOZ w � a J N o ngass i J ?~'~ MuNIcIPALITY OF ANCHORAGE "~' DEPARTMENT OF HEALTH & ENVIRONMENTAL PROTECTION ENVIRONMENTAL ENGINEERING DIVISION 825 L Street- Anchorage, Alaska 99501 Telephone 264-4720 ON-SITE SEWAGE DISPOSAL SYSTEM AND/OR WELL INSPECTION REPORT LEGA ~ESCRIPTION AbsorPtion ar~a ~ ~ Liq. c~n gallons IF HO.E~DE: Inside length Width Liquid depth ~ Well Foundat,o~ ~ NearestZ~l'~ ;~Z No. of lines~ Total leith o2~~ Tronch~id~inches ' OTHER (Rev. 3/78) ,, f~ DEPRRTMENT -¢ HERLTH RND ENVIRONMENTRL PROTECTION "~ LE6~b: L4.B2 WLLEY VZEW EST LOT ~,~mMRE FEET TYF'E OF SOIL HE_,L~RPTION SYSTEM IS: TRENCH ¢~,~ MRXIMUM NUMBER OF BEDRL~OM_. 3 SOIL RRTIN6 (5Q FT/BR>= 2~$ THE REQUIRED ~IZE OF THE SOIL RBSORPTtON SYSTEM IS: [:.EPTH= 7 LE~46TH= 87 6RR%-'EL DEPTH= 'THE LENGTH DIMENSION IS THE LENGTH (IN FEET) OF THE TRENCH OR DRRINFIELD. THE DEPTH OF R TRENCH OR PIT IS THE DISTRNCE BETWEEN THE SURFRCE OF THE GROUND RND THE BOTTOM OF THE EXCRVRTION (IN FEET). THERE IS NO SET WIDTH FOR TRENCHES. THE GRRVEL DEPTH IS THE MINIMUM DEPTH OF GR8VEL BETWEEN THE OUTFRLL PIPE RND THE BOTTOM OF THE EXCBVRTION (IN FEET). F~ELi.~IJ I REC. SEPT I PERMIT RPPLICRNT HRS THE RESPONSIBILITY TO INFORM THIS DEPRRTMENT DURING THE INSTRLLRTION INSPECTIONS OF RNY WELLS RDJRCENT TO THIS PROPERTY RND THE NUMBER OF RESIDENCES THRT THE WELL WILL SERVE. Tb~Ei (2) I NSPECTI,]~4S RF:E RE,~LIIRE[) BRCKFILLING OF RNY SYSTEM WITHOUT FINRL INSPECTION RND RPPROVRL BY THIS DEPRRTMENT WILL BE SUBJECT TO PROSECUTION. MINIMUM DISTRNCE BETWEEN R WELL RND RNY ON-SITE SEWRGE DISPOSRL SYSTEM IS 100 FEET FOR R PRIVRTE WELL OR ±50 TO 200 FEET FROM R PUBLIC WELL DEPENDING UPON THE TYPE OF PUBLIC WELL. MINIMUM DISTRNCE FROM R PRIVRTE WELL TO R PRIVRTE SEWER LINE IS 25 FEET RND TO R COMMUNITY SEWER LINE IS 75 FEET. OTHER REQUIREMENTS MRY RPPLY. SPECIFICRTIONS RND CONSTRUCTION DIRGRRMS RRE RVRILRBLE TO INSURE PROPER INSTRLLRTION. PERi'I I T E.~<P I F:ES DECEMBER _---'~- it.. i982 I CERTIFY THRT 1: I 8M FBMILIRR WITH THE REQUIREMENTS FOR ON-SITE SEWERS RND WELLS RS SET FORTH BY THE MUNICIPRLITY OF RNCHORRGE. 2: I WILL INSTRLL THE SYSTEM IN RE:COR~iRNI~E WITH THE CODES. 3: I UNDERSTR~HRT TH~ON-~ITE SEWER S~STEM MRY REQ~,JIRE ENLRRGEMENT IF THE RESIDENCE I~RE~ELE~O INL. LUDE MORE THRN S< BEDROOMS. ~, , PERFORMED FOR: LEGAL DESCRIPTION: 2 ~-~.-'---7 8 11 13- 14- 15- 16- 17- 18- 19- 20- [] SOILS LOG MUNICIPALITY OF ANCHORAGE DEPARTMENT OF HEALTH AND ENVIRONMENTAL PROTECTION 825 L. Street, Anchorage, Alaska 99501 264-4720 SOILS LOG - PERCOLATION TEST PERCOLATION TEST COMMENTS WAS GROUND WATER ENCOUNTERED? /"~/O SL O P E IF YES, AT WHAT DEPTH7 Gross Net Depth to Net Reading Date Time Time Water Drop ~ , ~..'¢~ i~ ~,~ 9 ~" y~.. ul" PERCOLATION RATE ~/~, ~ (minut.s/inch) TEST RUN BETWEEN , ~" FT AND f/F/ , FT /0: 72-008 (6/79) APPLIC FILLS oUT UPPER HAI- -' NLY Address Zip Code AddresSRealty Co. & Agent/')~ '" /-~ (D4' /~'/~';" i /r/t, )¢~., f ~(9 Phone Type of Resi~nce /Single Family ~Multiple Family NO. of Bedtoom~ :~ Water Supply ~ Individual A~ACH WELL LOG. A w~l log is required for ali wells drilled since June 1975. ~ Community For wells drilled prior to that date, give well depth (attach log if available). ~ Public Utility Sewer Disposal ~ Individual Yea[ Ipdividual Installed: _ ~ Public Utility When Connected to Public utigty: ~ Holding Tank NOTE: THE INSPECTION FEE MUST ACCOMPANY EACH RE~EST BEFORE ~OCESSING CAN BE INITIATED. Date Date Date Field Notes: PPROVE~EDROOMS ~ ~ ~ 'CONDITIONS OF APPROVAL Soils Rating Date ~wer Installed Well TO Absorption Area /O~ ' Well Log Received .January O, 19~ ~<ay~%ond J. and Brenda Ko A~sden SRI~ ~ox 1757 Eagle River, AK 9957'7 Lot 4, Block 2, Valley View Estates Al?proval for the individual sewer and ~.~ater facilities ca~lnot bc· {~ranted until the followi*~g items have been completed~ , ~?11 log sub~tted to this orifice ~2or our files and ~ review. ~;xpOSe the well _~or our inspection to deter~ine proi?er construction~ al:so to insure n%inimu~ distance requirements are ~et betwee{% the. well and sewer system. Please ~lotify this ~i)epart~ent for a reinspection whe~ the noted discrepancies have been corrected. I~. there are any this office at 26~t-,Y?Z0o furtller questions, please call ~' ' Sincerely, Cory Willis, R.S. Actin{.~ :~ewer & Water P ~'og r a~'.~ ~}anager