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Home My WebLink AboutWARD LT 7Onsite File l i b- 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: OSP201122 Work Type: Septic Upgrade Tax Code Number: 01112286000 Site Legal Address: WARD LT 7 G:2222 Site Mailing Address: 6990 PENNY ROSE CIR, Anchorage Owner: SHANDY JEDRECK Design Engineer: ANDERSON CONSTRUCTION & ENGINEERING This permit is for the construction of: Effective Date: Expiration Date: �o c Ur v Dcpartment Lot Size in Sq Ft: Total Bedrooms: 5/29/2020 5/29/2021 42134 Q 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 Received By: Date: Issued By: Date 0 MUNICIPALITYIPALMUNICIPALITYOF /ANCHORAGE � ') r Development Services Department Phone: 907-343-7904 �V..-� On -Site Water & Wastewater Section Fax: 907-343-7997 ON-SITE SEPTIC/WELL PERMIT APPLICATION Parcel I.D. 011-122-86 Property owner(s) JED SHANDY Mailing address 6966 PENNY ROSE CIR ANCH AK Site address 6966 PENNY ROSE CIR Legal description (Sub'd., Block & Lot) WARD LOT 7 Day phone Legal description (Township, Range & Section) Lot Size 42,134 Sq. Ft. Number of Bedrooms 4 APPLICATION IS FOR: (® all that apply) Absorption Field M Septic Tank El Holding Tank ❑ Privy ❑ Private Well ❑ Water Storage ❑ APPLICATION IS AN: Initial El Upgrade ❑ Renewal ❑ THIS APPLICATION INCLUDES A WAIVER REQUEST FOR: TYPE OF DWELLING: Single Family (SF) 0 (w/wo ADU) Duplex (D) ❑ Multiple Dwellings ❑ (SF and/or D) Distance: I certify that the above information is correct. I further certify that this is' in accordance with applicable Municipal Codes. (Signature of property owner or authorized agent) Permit/Rush Fees: -414. ®U Waiver Fees: Date of Payment: 511Q I aO Date of Payment: Receipt Number: 61q!/.� Receipt Number: Permit No. nl51 ice- Waiver No. GADevelopment Services\Building Safety\On Site Water and Wastewater\Forms\Client FormsTermit Application.doc COVID-19 25% DISCOUNT APPLIED May 29, 2020 Municipalities of Anchorage Departments of Health and Human Services P.O. Box 196650 Anchorage, Alaska 99519-6650 Fax 249-7847 Re: Septic Permit Legal: WARD LOT 7 To Whom it may concern: This is a request for a septic permit on the above referenced lot which is serviced with a AWWU water line. From the soils logs done for the subdivision 3 test holes were done with excellent soils, typical for Sand Lake. All of the 3 soil logs show sand with a perc rates less than 1 min/inch, plus a sieve sample has been done which shows over 70 percent sand. A simple gravity flow, deep trench has been designed for this permit. The lot slopes to the south property line at about 5-8 percent then runs east to the storm drainage pond on the next lot. The lot appears to have been contoured recently due to no vegetation just a bare lot. No cut banks or slopes greater than 25 percent are with 100 feet of the site. This new system will no impact any of the surround properties. Sincerely Michael N. Anderson, P.E. 4661 Natrona Anch, Ak 99516 Ph 727-8864 Municipality of Anchorage On-site Water and Wastewater REVIEWED FOR CODE COMPLIANCE OSP201122, Deb Wockenfuss, 05/29/20 SEPTIC FIELD SECTION DESIGN CRITERIA: 5.0' EFFECTIVE 4 BDRM X 150 = 600 GPD SOILS = 600/1.2 = 500 GPD 500 GA/10 = 50' 2.0' WIDE 50' LONG (1) TRENCH 9.0' DEEP 18 (TH#13) 3.5 SP ORG 1.5'2.0' -9.0 -4.0 MOUND OVER FILTER FABRIC SEWER ROCK  3,3( GRADE 1"=50' PROPOSED WATER LINE PROPOSED HOUSE SCALE: DJRDRAWN: DATE: WARD LOT 7 Anchorage, Alaska JEB SHANDY 5/17/2020 PROPERTY LINE 5.9' DRAINAGE EASEMENT 15' DRAINAGE EASEMENT DRAINAGE BASIN (DRY) 10' UTILITY EASEMENT 1250 GALLON PLASTIC SEPTIC TANK W/ 20" RISER CO CO MT DCO CO TCO SEPTIC AREA FROM TEST HOLE DATA PERC RATE FOR THESE LOTS WAS 1 MIN./ INCH BY GARNESS ENG. TH#13 TH#14 TEST HOLE #13-15 FROM SUBDIVISION SEE MOA FILE, ALL PERC WERE 1 MIN/INCH LOT SERVICED BY AWWU WATERLOT SE RVI CE D BY A W W U WATE R 5-8% SLOPE TYP.5-8% SLOPE TYP.CO 26.7'6% SLOPE TYP. NO CUT BANKS OR SLOPE >25% WITHIN 50' Municipality of Anchorage On-site Water and Wastewater REVIEWED FOR CODE COMPLIANCE OSP201122, Deb Wockenfuss, 05/29/20 Municipality of Anchorage On-site Water and Wastewater REVIEWED FOR CODE COMPLIANCE OSP201122, Deb Wockenfuss, 05/29/20 MUNICIPALITY OF ANCHORAGE Development Services Department On -Site Water d Wastewater Program 4700 South Bragaw Street P.O. Box 196650, Anchorage, AK 99519-6650 (907) 343-7904 ON-SITE WASTEWATER DISPOSAL SYSTEM PERMIT Initial Date Issued: May 30, 2008 Expiration Date: May 30, 2009 Permit Number: SWO80064 Parcel ID: 011-122-86 Legal Description: WARD LOT 7 Design Engineer: 0014 ANDERSON ENGINEERING Site Address: NHN PENNY ROSE CIRCLE Owner Name: BRENDAN & REBECCA MCKEE Lot Size: 42134 SO. FT. Owner Address: PO BOX 221862 Total Bedrooms: 4 Permit Bedrooms: 4 ANCHORAGE, AK 99522 - This permit is for the construction of: n 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. Received By. IMP i Date: 6- Z 09- Municipality of Anchorage -�\ Development Services Department Building Safety Division On -Site Water and Wastewater Program 4700 Bragaw Street P.O. Box 196650 Anchorage, Alaska 99519-6650 www.muni.org/onsite (907) 343-7904 ON-SITE SEWER/WELL PERMIT APPLICATION FOR A SINGLE FAMILY DWELLING Parcel I.D. 011-122-66 Property owner(s) Brendan & Rebecca McKee Day phone Mailing address P.O. Box 221662 Anchorage, AK Zip Code 99522 Site address WAN Penny Rose Circle Anchorage, AK Zip Code 99516 Legal description (Sub'd., Block & Lot) Lot 7, Ward subdivision Legal description (Township, Range & Section) Lot Size 42.134 Sq. Ft. THIS APPLICATION IS FOR (® all that apply): Absorption Field El Septic Tank Holding Tank ❑ Privy ❑ Private Well ❑ Water Storage ❑ Number of Bedrooms Four (4) THIS APPLICATION IS AN: Initial Upgrade ❑ Renewal ❑ 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. (Signature of property owner or authorized agent) Permit/Rush Fees: V{6 — Waiver Fees: Date of Payment: `� r✓/?8 Aq gLT Receipt Number. & 7 ✓ / (Rev. 11/05) Date of Payment: Receipt Number. ANDERSON ENGINEERING P.O. BOX 240773 ANCHORAGE, AK 99524 522-7773 677-7766 FAX May 28, 2008 Municipality of Anchorage Development Services Department On -Site Water and Wastewater Program 4700 South Bragaw Street Anchorage, AK 99519-6650 Subject: Lot 7, Ward Subdivision Septic System Design and Permit Application Impacts to Adjacent Properties Dear Onsite Services Engineer: The owner of Lot 7, Ward Subdivision intends to construct a new four-bedroom home on the lot. We are therefore requesting a permit be issued for the construction of a new septic system to accommodate the home. The subdivision is served by the AWWU water system. The attached Site Plan and backup documentation identify the location and configuration of the proposed septic system along with the alternate site. No existing wells or septic systems are closer than 100' from the proposed septic system. Drainage arrows are shown on the site plan showing the grade and direction of flow on the lot. The drainage pattern will not be changed as a result of this project. The test holes placed on the tract in the area of the absorption trench and alternate site indicated clean sand (SM/SP/SW) material with some silt. The percolation rate of the soil was determined to be less than 1 minute per inch. More than 50% of the soil particles pass the No. 4 sieve and a sand liner is not required. No groundwater was found during the placement of the test holes and none was noted during the monitoring period. An application rate of 1.0 gallons per day per square foot was used in the design of the absorption system. We are proposing to place a new 1,250 -gallon septic tank and a 50' long by 3' wide by 6' effective depth absorption trench to treat and dispose of the effluent generated in the house. The elevation of the distribution line in the absorption trench will be 4' below the surface and the total depth will be 10'. A minimum of 3' of fill or 2" of insulation and 2' of fill will be placed over the absorption trench and 4' over the septic tank. The ground surface on the lot in the area of the absorption trench slopes from the south to the north at a grade of 2% to 5%. The new trench will be constructed parallel with the slope as much as possible in conformance with Municipal requirements. The new Lot 7, Ward Subdivision May 28, 2008 Page Two septic system will be constructed a minimum of 100' from all wells and any surface water and 10' from the proposed and existing water services in the area. If the system is constructed in accordance with our design the following statements apply: 1. The system, if constructed as designed, will have no adverse impact on the wells in the area or those to be constructed in the future. 2. The system, if constructed as designed, will have no adverse impact on existing septic systems in the area or those to be constructed in the future. 3. The system, if constructed as designed, will have no adverse impact on reserve space, either surface or subsurface, on any tots located in the area. 4. The system, if constructed as designed, will have no adverse impact on drainage patterns in the area. The current drainage pattern will be maintained. Sincerely, 14"- . Lal� Michael E. Anderson, P.E. Attachments °_ 19; 1 I ME Esmt uj No - w 0 q IL V) c; a, Lot 1 10 VACANT r4 40,168 C 00 sq.ft. Lot 9 �j CA ALot 8 0 IC: I;U 45,681 sq.ft. IR 40,155 I r I 0 I ICA m sq.ft. 1--I u.0: ":t S0713'36"E Ix 49.97' IM Im < I �7 11a.o1'— Hanks Subdivision Lot 2 40,262 sq.ft. VACANT Lot 3 249.83 — PENNY --- — - - — - — - — S89151,1 329.76'-- '0 - — - — aRROSECLE A 249.69' 11 315' 134.00 C2 00'13'36'E 0!, 36'E � �5'GasEEsmt 50.03' >2 Lot 4 VACANT Lot 5 �10' ME Esmt uj - w 0 V) q VACANT Z Lot 6 Lot 9 �j CA ALot 8 0 Lot 7 45,681 sq.ft. rq 40,155 of r I 0 0 m sq.ft. rq u.0: ":t f 'r� 10' Utility Esmti—�, -- — Ratcliffe i Subdivision 50* (City lWater)3 2 -- I 0_ AREA PLAN SCALE 1' = 100' U) uj >1 V) Z 0 0 < PENNY ROSE CIRCLE 242.5X Is. Cos fa8pMent . X239.1 WARD SUBDIVISION LOT 7 r1--� \i \ \* \ 42,134 S.F. 1 \ Four \ Bedroom \ o Home \� \°ce \ \7 \ \ 1,250 Gallon \ Septic Tank \\ OTP15 �\ 1; 50' Long x 3' Nide / \ 6' Effective Depth \ gysorption Trench / \ ®TP 14 I \\ K I \ Alternate SiteIi \ Site\ ®TP13 \\ 1100' Set Back \ From Settlement Pond \ ---------------------- ---- ---------1 � 10' T. k E. Easement •��P'(�, OF . ,•,••�� X245 X224.1 .... 49th :t •� SITE PLAN ��;M[CHAEL E. AtIDERSOH �' � �i No. cE-saet ' NJ SCALE 1' = 40' •�1 .$7—J O-0 1- LOT 7, WARD SUBDIVISION DESIGN FACTORS: SYSTEM REQUIREMENTS: Four Bedroom Home Deep Trench System Perc. Rate: < 1 Min./Inch 1,250 Gallon Septic Tank Application Rate: 1.0 GPD/SF 6' Drainfield Rock 4 Bedrooms X 150 GPD/1.0 GPD/SF (Application Rate) = 600 SF Absorption Area 600 SF/12 SF/LF = 50 LF Trench Length THEREFORE: Construct a 50' Long x T Wide x 6' Effective Depth Aborption Trench at the Location Shown. Flow Line Elevation in Trench to be 4' Below Original Ground Surface. Total Depth to be 10' Below Existing Ground. Provide 3' of Cover Over Trench and 4' Over Tank or Provide 2" of Insulation and 2' of Cover. Maintain 10' Separation From Water Services in the Area. Natural Backfill 3'6" Geotextile Fabric 6" 4" Perforated PVC (Holes Down) Fon 3' Drainfield Rock TYPICAL DEEP TRENCH SECTION (NO SCALE) `4 NOTE: Grade Area Over Trench to Drain Away. : a Minimum 6' Separation From Bedrock. :.,..a Minimum 4' Separation From Groundwater. 7�1✓� Minimum 100' Separation From Private Wells in the Area. Minimum 1 00'Separation From Surface Water or Streams..�i� Minimum 10' Separation From Water Service Line. d 49th •.': No. CE4381 1 2 3 4 5 6 7 8 9 10 h 17 MUNICIPALITY OF ANCHORAGE DEVELOPMENT SERVICES DEPARTMENT/BUILDING SAFETY DIVISION ON-SITE WATER AND WASTEWATER PROGRAM 4700 SOUTH BRAGAW ANCHORAGE, AK 99519 PROJECT #: SOILS LOG - PERCOLATION TEST PERFORMED FOR: LanTech.Inc. DATE PERFORMED: 2/17/05 LEGAL DESCRIPTION: Lot 7_ Johnston Subdivision TEST HOLE # 13 SLOPE [oil OL Brown and Orange WAS GROUNDWATER ENCOUNTERED? NO S L IF YES, WHAT DEPTH? 0 DEPTH OF WATER NoneP AFTER MONITORING: E DATE: 2/28/2005 •'P..:. MDUM Luuawrl No. ¢.c381 BOH 18' SITE PLAN . N See Site Plan See Site Plan READING DATE GROSS TIME NET TIME SP t'. Start 2/18 11:45 Sloughing Sidewalk 6.88" 1 .5% Silt ,':.••"';' Dr .10" Recharge 11:57 6.88" 2 12:07 10 Dr .10" Recharge 12:08 6.88" 3 12:18 10 Dr OF v.. �c� •`....: 49th 0 WAS GROUNDWATER ENCOUNTERED? NO S L IF YES, WHAT DEPTH? 0 DEPTH OF WATER NoneP AFTER MONITORING: E DATE: 2/28/2005 •'P..:. MDUM Luuawrl No. ¢.c381 BOH 18' SITE PLAN . N See Site Plan See Site Plan READING DATE GROSS TIME NET TIME DEPTH TO WATER NET DROP Start 2/18 11:45 6.88" 1 11:55 10 Dr .10" Recharge 11:57 6.88" 2 12:07 10 Dr .10" Recharge 12:08 6.88" 3 12:18 10 Dr PERC RATE: -1 MIN./INCH PERC. HOLE DIAMETER: TEST RUN BETWEEN 4.0 FT. AND 5.0 T. . COMMENTS: Test Hole Pre Soaked Prior to Percolation Test. TEST PERFORMED BY: AH I, MICHAEL E. ANDERSON, CERTIFY THAT THIS TEST WAS PERFORMED IN ACCORDANCE WITH ALL STATE AND MUNICIPAL GUIDELINES ON THIS DATE: 2/28/2005 2 3 4 5 6 7 8 9 17 MUNICIPALITY OF ANCHORAGE DEVELOPMENT SERVICES DEPARTMENT/BUILDING SAFETY DIVISION ON-SITE WATER AND WASTEWATER PROGRAM 4700 SOUTH BRAGAW ANCHORAGE, AK 99519 S01 PROJECT #: LS LOG -PERCOLATION TEST PERFORMED FOR: LanTech.Inc. DATE PERFORMED: 2/17/05 LEGAL DESCRIPTION: Lot 7. Johnston Subdivision TEST HOLE # 14 OG OL Brown and Orange SP Sloughing Sidewalls .5% Silt a d WAS GROUNDWATER ENCOUNTERED? NO S L IF YES, WHAT DEPTH? 0 DEPTH OF WATER None P AFTER MONITORING: E DATE: 2/28/2005 BOH 18' SITE PLAN N See Site Plan See Site Plan READING DATE GROSS TIME NET TIME DEPTH TO WATER NET DROP Start 2/18. 12:52 6.88- 1 13:02 10 Dr .10 - Recharge 13:03 6.88- 2 13:13 10 Dr .10" Recharge 13:14 6.88- 3 13:24 10 nry in - PERI: RATE: -1 MIN./INCH PERC. HOLE DIAMETER: TEST RUN BETWEEN-3.3—FT. AND. 4.5 T. COMMENTS: Test Hole Pre Soaked Prior to Percolation Test. TEST PERFORMED BY: AH I, MICHAEL E. ANDERSON, CERTIFY THAT THIS TEST WAS PERFORMED IN ACCORDANCE WITH ALL STATE AND MUNICIPAL GUIDELINES ON THIS DATE: 2/28/2005 2 3 4 J 5 7 3 MUNICIPALITY OF ANCHORAGE DEVELOPMENT SERVICES DEPARTMENT/BUILDING SAFETY DIVISION ON-SITE WATER AND WASTEWATER PROGRAM 4700 SOUTH BRAGAW ANCHORAGE, AK 99519 PROJECT #: SOILS LOG — PERCOLATION TEST PERFORMED FOR: LanTech Inc. DATE PERFORMED: 2/17/05 LEGAL DESCRIPTION: Lot a Johnston Subdivision TEST HOLE # 15 OG OL Brown and Orange SP Sloughing Sidewalls Gap Graded <5% Sitt WAS GROUNDWATER ENCOUNTERED? NO S NET TIME L IF YES, WHAT DEPTH? 0 DEPTH OF WATER None P AFTER MONITORING: E DATE: 2/28/2005 13:50 Mous EANX a No. CEAm BOH 18' SITE PLAN N See Site Plan See Site Plan READING DATE GROSS TIME NET TIME DEPTH TO WATER NET DROP Start 2/18 1340 6.88' 1 13:50 10 Dr -10" Recharge 13:51 6.88" 2 14:01 10 Or .10" Recharge1 14:02 6.88" 31 14:12 10 Dry .1 -0 - PERI: RATE: .1 MIN./INCH PERC. HOLE DIAMETER: 8* TEST RUN BETWEEN --i _0FT. AND 5.0 T. COMMENTS: Test Hole Pre Soaked Prior to Percolation Test. u1 ( 33 TEST PERFORMED BY: AH I, MICHAEL F. ANDERSON, CERTIFY THAT THIS TEST WAS PERFORMED IN ACCORDANCE WITH ALL STATE AND MUNICIPAL.GUIDELINES ON THIS DATE: 2/28/2005