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Home My WebLink AboutW G PIPPEL BLK 3 LT 361ocL 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: OSP231382 Work Type: Septic Upgrade Tax Code Number: 05010116000 Site Legal Address: W G PIPPEL BLK 3 LT 3 G:0251 Site Mailing Address: 12244 CENTER ST, Eagle River Owner: JEZ THOMAS V Design Engineer: FORGE ENGINEERING This permit is for the construction of: Q Disposal Field Q Septic Tank ❑ Holding Tank ❑ Privy Effective Date: Expiration Date: 11 /16/2023 11 /15/2024 Lot Size in Sq Ft: 34800 Total Bedrooms: ❑ 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 F 5 f j ,tee c 5 Y= Received By: t 5 , �✓cj--) 0 FPLC F= Issued By: _ V F t l () C- -S- e ,-• 9 X_ 6-0 L I,—T- Date: Date: ON -SITE SEWER/WELL PERMIT APPLICATION Parcel I.D. 050-101-16 Property owner(s) Frank Jez Day phone (605) 939-8809 Mailing address 12244 Center Street, Eagle River, AK 99577 Site address 12244 Center Street, Eagle River, AK 99577 Legal description (Sub'd., Block & Lot) WG Pippel, Block 3 Lot 3 Legal description (Township, Range & Section) Lot Size 34,800 Sq. Ft. Number of Bedrooms 4 APPLICATION IS FOR: APPLICATION IS AN: TYPE OF DWELLING: (N all that apply) Absorption Field Initial ❑ Single Family (SF) Septic Tank R Upgrade RX (w/wo ADU) Holding Tank El Renewal Renewal ❑ (D) ❑ Privy ❑ Multiple Dwellings ❑ (SF and/or D) Private Well ❑ Water Storage ❑ THIS APPLICATION INCLUDES A VARIANCE / WAIVER REQUEST FOR: 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: S _ Waiver Fees: Date of Payment: ` Z "3 Date of Payment: t Receipt Number: Permit No. b S P .Z-31 S 3 2. Receipt Number: Waiver No. Permit App_ '- : . _.,:c C G .6 1 JiOEN G I NEERING November 3, 2023 PO BOX 240773 ANCHORAGE. AK 99524 522-7773 677-7766 (FAX) FORGECIVIL.COM MOA Development Services, On -Site Water & Wastewater Program 4700 Elmore Rd Anchorage, AK 99507 Subject: WG Pippel, Block 3 Lot 3 - Center Street Septic system design Dear On -Site Services Engineer: The owner of the above lot has an existing home and living space above the garage. Both the main home and the ADU have undocumented septic systems. In order to bring this property up to code, a new septic system is needed for the main house. The attached site plan identifies the location of the buildings and existing well as well the proposed septic location and alternate site. The old septic systems will be abandoned per UPC and the pipes removed. In order to keep the one -bedroom ADU above the garage, the home will be re -plumbed and the septic line will run to the garage. From there, it will drain out to the septic tank in the back yard, and a lift station will lift it up to the level of the bed. This is the only area of the lot that has the required separation from adjacent wells. The lot slopes only moderately up from the road toward the back of the lot, but there are no slopes greater than 25% within 50 feet downslope of the system. Contours are shown on the site plan showing the grade and direction of flow. Stormwater drainage will not impact this septic system. The area for this bed is very limited in size, so we are proposing building it in stages to be 20' wide instead of 15. One half of the bed will be built with machinery, and then the other side will be built. This will allow for construction without tracking heavy equipment over the constructed bed. If needed, laborers will assist with shoveling material and spreading out rock by hand. In addition, to accommodate the bedrooms in the house and ADU, the bed will need to extend within 10' of the north property line. This does not encroach on any separation distance to the neighbor's systems, and with a relatively shallow system it does not undermine the neighbor in any way. For this reason we request a waiver for a 6.5' separation from the bed to the north property l ine. 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 log, plan and profile pages for the septic design. If this design is followed, there will be no adverse impacts to adjacent properties. Sincerely, Benjamin'Schiller, PE Municipality of Anchorage A I)•pnrtn nt '. P.O. Box 196650 0 4700 Elmore Road Anchorage, Alaska 99519-6650 0 (907) 343-7904 0 Fax (907) 343-7997 http://www.muni.org/Onsite Servicesii On -Site Water and Wastewater Program * * * * VARIANCE/WAIVER REVIEW * * * * Waiver#: OSV241047 COSA#: Permit#:OSP231382 P I D#: 050-101-16 Legal Description: W G PIPPEL BILK 3 LT 3 Engineer: Forge engineering Your request for a waiver of the required 10 feet horizontal separation from the absorption field to the property line has been approved. The approved separation distance is 6.5 feet. This waiver approval applies to the absorption field only. Any future upgrade to the on -site wastewater disposal system will require all separation distances be met or another approval from this department. Waiver is Granted: X Waiver is not Granted: A Date: 'LC1 L% Approved by: Name of Re ewer **** VARIAN C EIWAIVE R REVIEW **** November 3, 2023 MOA Development Services, On-Site Water & Wastewater Program 4700 Elmore Rd Anchorage, AK 99507 Subject: WG Pippel, Block 3 Lot 3 - Center Street Septic system design Dear On-Site Services Engineer: The owner of the above lot has an existing home and living space above the garage. Both the main home and the ADU have undocumented septic systems. In order to bring this property up to code, a new septic system is needed for the main house. The attached site plan identifies the location of the buildings and existing well as well the proposed septic location and alternate site. The old septic systems will be abandoned per UPC and the pipes removed. The plumbing in the previous ADU above the garage will be decommissioned, and that area will no longer be served by a septic system. The lot slopes only moderately up from the road toward the back of the lot, but there are no slopes greater than 25% within 50 feet downslope of the 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. We have located an alternate site more than 6’ away. Please refer to the attached test hole log, plan and profile pages for the septic design. If this design is followed, there will be no adverse impacts to adjacent properties. Sincerely, Benjamin Schiller, PE Municipality of Anchorage On-site Water and Wastewater REVIEWED FOR CODE COMPLIANCE OSP231382, Curtis Townsend, 11/16/23 WG PIPPEL SUBDIVISION, BLOCK 3 LOT 3 RECORDS INDICATE SEPTIC -CRIB ► IS 60' NORTH OF THE EXISTING HOME. NO,PIPES WERE PHYSICALLY LOCATED, AND NONE I 'NOTED IN THE BACK OF THE LOT I I NEW 20' x 54' SEPTIC 132 L I BED W/ SAND FILTER NOTE: BOOTLEG SEPTIC SYSTEM 1S UNDOCUMENTED. CONTRACTOR TO REMOVE ALL PIPES, FIND AND ► LOT 2 EXCAVATE FIELD AND REPLACE WITH `I ► CLEAN IN -SITU SOILS ► ; EXISTING WELL6.5 `I 1500- GAL SEPTIC TANK W/ LIFT STATION TRACT I CONFIRM 100' SEPARATION TO WELLS � MT ' s GARAGE ------------Fct H M NYO ` 2C0 -� LOT rS i r EXISTING WELL V_- MT ' T „10-.4 f-�— DECOMMISSION i FC0- - DECK REPLUMB INTERIOR � I L ,,EXISTING SEPTIC fi0 EXIT BLD'G ON Lu I TANK PER UPC NORTH SIDE � I 4-BDRM HOME ICo I EXISTING SEPTIC SYSTEM TO BE TH#1 � SV1 - ABANDONED Lu SV2 S i , LJ ► SHEDS — — L— — — — — — — EXISTING WELL ► ALTERNATE SITE: CAT III SYSTEM I I 5' WIDE x 30' LONG x 6" DEPTH w/ I ► I 2' SAND FILTER (VACANT) ► I — ► (VACANT)I - . I a I I I I GE I ► I , ENGINEER IN6 _.. f l I I � *: TH • Benja i Schiller 9F �• CE 2592 `�i c�Jl • >>rzna .•�V�i SEPTIC PLAN 0 50 100 FEET 1"=50' LEGEND CO - CLEANOUT 2CO - DOUBLE CLEANOUT FCO - FOUNDATION CLEAN( FS - FLOW SPLITTER VALVE MH - MANHOLE MT - MONITORING TUBE SV - SEPTIC VENT TH - TEST HOLE WG PIPPEL SUBDIVISION, BLOCK 3 LOT 3 CG 0-1 DESIGN FACTORS: SYSTEM REQUIREMENTS: 750 GPD PEAK FLOW SHALLOW BED SYSTEM PERK RATE: 0.62 MIN/IN 1500-GAL SEPTIC TANK WITH LIFT STATION APPLICATION RATE: 0.7 GPD/SF (BED) 750 GPD / 0.7 GPD/SF / 20'WIDE = 53.6 LF BED REQUIRED (54 LF SPECIFIED) BOTTOM OF BED: 4'BELOW GRADE FLOW LINE ELEVATION: 3.5'BELOW GRADE -- 1. 11 r- MUU1 I IU114ML MIN a FILL COUNT FOR SETTLEMENT GEOTEXTILE FABRIC 1.25" PVC w/ 5x 1" HOLES @ 10, OC DRAINFIELD ROCK MOA APPROVED SAND 20' *� i �9 � �1. ;. . G .. TYPICAL TRENCH SECTION (NO SCALE) 4 9 T-H NOTES: 1. GRADE AREA OVER TRENCH TO DRAIN AWAY .......... .......... 2. PROVIDE TOF COVER OVER TRENCHES AND 4'OVER SEPTIC TANK, OR 2' Benja ' Schiller WITH 2" OF INSULATION CE 12592 4t 3. CHECK GROUNDWATER AT TIME OF CONSTRUCTION. IF LEVEL IS HIGHER 8raM A'wo THAN PREVIOUSLY OBSERVED, CALL ENGINEER IMMEDIATELY PROFEWQA� Alw Munich ` pality of Anchorage ,{��;,,,- „; f(R Development Services Qepartrnenl .......... n •+ .'••,•"„" OmSilo \1'nlcr and Wn5locon00 4T00 Elmoro St tin •r.. %�� ,••+ P O Boy 19GG30 Anchorage, AK 99519-6650 �. u' ` CE Q }( 7 (90i) JE1 ](JOd C� •� F • ... '•�-` A4 PertornN For- Soils Log - Percolation Test-- Ly'!,i 1 vat -- J Q 1� Date Performed: Leoai Descnpbon W Cz ?t�1j d L / 'g Township, Range, Section: Slnnn Clrn Rlsn Dent lO OL.OrcV!li{s 16- 17- 18- 19- 20- COMMENTS `A c� CA Y t SAS GROUND WATER L+ENCOUNTERED? NO " S IF YES, AT WHAT OE=ITH? L %f Depth to Watar After P Monitaring? E G 1 frIa I >r�~ 3 D�� 2 D 2A S c �— Reading Date Gross Time Net Time Depth to Water Net Drop r A � Q �rQ 3 z- o L� (% PERCOLATION RATEV,b Z PERC HOLE DIAMETER //f TEST RUN BETWEEN 3 FT AND ') t' _ Fr (D 610 (9 ro 6,0 6,0 PERFORMED BY: J IySy1 S N1,4&IIFY THAT THIS TEST WAS PERFORMED IN ACCORDANCE WITH ALL STATE AD MU CIPAL GUIDELINES IN EFFECT ON THIS DATE. DATE: �O LEGAL DESCRIPTION: PERFORMED FOR: DATE: PARCEL ID#: SOILS LOG AND PERCOLATION TEST 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 DEPTH (feet) TEST HOLE 1 DATE READING START TIME NET TIME (minutes) DEPTH to WATER NET DROP PERCOLATION RATE: (MIN/INCH) (inches)(inches) DATE OF MONITORING WAS WATER ENCOUNTERED? DEPTH TO WATER AFTER MONITORING IF YES @ WHAT DEPTH? 0.15 10/23 1 2 3 4 5 6GM (SILTY SANDY GRAVEL) Professional Engineers Stamp: NO WG PIPPEL, BLOCK 3 LOT 3 10/23/23 050-101-16 FRANK JEZ 4 0 16 1' OB 0:38 Benjamin Schiller CE 12592REGISTEREDPROFESSION A L E N GINEER PERC TEST LOCATION TECHNICIAN: M. JAKUBISIN 10 0 16 - DRY 10/30/23 COMMENTS: SITE PLAN > 6 0/16 USCS SOIL CLASSIFICATION WAS VISUALLY DETERMINED 8/22/23 BOH 4 0 160:44 10 0 16 > 6 0/16 4 0 160:54 10 0 16 > 6 0/16 4 0 160:32 10 0 16 > 6 0/16 4 0 160:50 10 0 16 > 6 0/16 4 0 160:53 10 0 16 > 6 0/16 Municipality of Anchorage On-site Water and Wastewater REVIEWED FOR CODE COMPLIANCE OSP231382, Curtis Townsend, 11/16/23 MUNICIPALITY OF ANCHORAGE Develop ment Services Department L, , Phone: 907-343-7904 On -Site Water & Wastewater Section f Septic System Owner -installer Agreement The On-site Water and Wastewater Section (On-site) may issue an approval for a homeowner to perform work on an on-site wastewater disposal system to serve that individual's owner - occupied, single-family or duplex home if the homeowner meets and agrees to the following requirements: 1. The property owner and excavation equipment operator may perform work on no more than one owner -installation project in a 12 -month period. 2. Owner's projected active involvement with the installation: -PC tmka_y INSr-act-c'72_ 3. The name of the excavation equipment operator: (�At+( AJC -1) US (4(-/ 4. 1 agree that there will be no monetary compensation for installation services rendered. 5. The name of the inspecting engineer: FO-12ac' G%v��c=�i�✓l 6. 1 agree to discuss the following items with the inspecting engineer: a. Permit design criteria and specifications. b. Inspection requirements set forth in AMC 15.65.070. C. Advance notice given to the On-site Water & Wastewater Section for all required municipal inspections (AMC 15.65.070A). 7. 1 agree to have the project -specific On-site Wastewater Disposal System Permit available at the construction site for the duration of all related work. 8. 1 agree that if the system is an advanced wastewater treatment system (AWWTS), I will obtain additional installation instructions and approval from the equipment distributor. As owner of (legal description) W4 101 PPE S/- K 3 i 1-07 3 I agree that the information above is true and accurate. Owner's printed name: PP,(,4L \f eW a .-O A -V - Owner's signature: zllt�_ Date: IC - �- 2 CE N T E R S T R E E T Taylor L. Dosch No. 189892 R E GISTEREDPROFESSIO N A L L A N D S U R VEYOR GRE~TfER ANCHORAGE AREA BOkciUGH Department of Environmental Quality 3330 C Street Anchorage, Alaska 99503 INSPECTION REPORT ON-SITE SEWAGE DISPOSAL SYSTEM NAME "~'~' '~/'~'"'~..'~' /"~'~"~'/f~ MAILING ADDRESS ,~0 LOCAT,ON ~FF /¢$//~/~ ~--,,~/¢ ~-~ LEGAL DESCR,PT,ON SEPTIC TANK: DISTANCE ~ FROM WELL INSIDE LENGTH · NUMBER OF MANUFACTURER f~/~¢~ ~ ~1~ , MATERIAL ,.~ ~'~'~ L . COMPARTMENTS INSIDE WIDTH. LIQUID DEPTH _LIQUID CAPACITY ./~O~:2~ GALLONS. SEEPAGE PIT: NUMBER OF PITS LINING MATERIAL BUILDING FOUNDATION ~,! DIAMETER__OR WIDTH'~,! LENGTH!'~,/DEPTH /~ ~' CRIB SIZE: DIAMETER DEPTH DISTANCE FROM: WELL ~'~'" ~" TOTAL EFFECTIVE '~2 NEAREST LOT LINE ABSORPTION AREA (WALL AREA) (~) SQ. FT, ADDITIONAL ABSORPTION WELL: TYPE BUILDING FOUNDATION c'EssPOOL APPROVED CONSTRUCTION NEAREST LOT LINE OTHER SOURCES DISAPPROVED DEPTH ~'" ~"" / DISTANCE FROM: REMARKS DISTANCES: INSTALLED BY: P~PE MATER~AL: ~,.S,T ._.~".,~',¢ ~ ,, LOT SLOPE: Form NO, EO-O31 DIAGRAM OF SYSTEM GREATER ANCHORAGE AREA BOROUGH DEPARTMENT OF ENVIRONMENTAL QUALITY 3330 "C" STREET ANCHORAGE, ALASKA 99503 TELEPHONE 274-45E 1 SEWAGE DISPOSAL SYSTEM -- APPLICATION AND PERMIT ,,STALL TION SEPJ S,EPA E P'T . DR '"F'ELD FINANCED THROUGH TO BE INSTALLED BY NOTE~ THIS FERMIT IS NOT VALID WITHOUT SOIL TEST COMPLETION DATE ANTICIPATED FINAL INSPECTION: 24 HOUR NOTICE REQUIRED. BACKFILLING OF ANY SYSTEM WITHOUT FINAL INSPECTION BY THE WILL BE SUBJECT TO PROS UTION. DEPARTMENT OF ENVIRONMENTAL C) UALITY AUTHOR,. . ITY MINIMUM DISTANCES, REQUIREMENTS FOUNDATJON TO SEPTIC TANK FOUNDATION TO SEEPAGE PIT DRAIN FIELD SEPTIC TANK TO SEEPAGE PIT WALL SEPTIC TANK SEEPAGE PIT DRAIN FIELD TO NEAREST LOT LINE. WELL TO SEPTIC TANK ~ ~ SEEPAGE PIT ~/~) ~ ~ DRAIN FIELD ALSO CONS[DER AREA WELLS. WATER MAIN TO SEPTIC TANK SEEPAGE PIT DRAIN F~ELD SEPTIC TANK, _, SEEPAGE PIT _, DRAIN FIELD TO RIVER, LAKE, STREAM. CAST IRON INTO AND OUT OF SEPTIC TANK AND INTO CRIB CROSSING GAP OF EXCAVATION 5 FEET INTO UNDISTURBED SOIL. 4 iNCH DIAMETER CAST IRON SIPHON P~PES ON SEPTIC TANK AND SEEPAGE PIT FITTED WITH AIRTIGHT REMOVABLE CAPS. DIAGRAM OF SYSTEM CERTIFY THAT I AM FAMILIAR WITH THE REQUIREMENTS OF GREATER ANCHORAGE AREA BOROUGH ORDINANCE NO. 28°88 AND THAT THE ABOVE O ~ E GEOTECHNICAL ~ DEVELOPMENT CO. Box 90, Davis St., Eagle River, Alaska 99577 694-2774 or 688-2280 Russell Oyster Earl E/lia 694-2774 688-2280 Soils Et Foundations Land Development SOIL LOG Performed for: Name: Mailing Address: Legal Description: ~ Depth (feet) So~1 Charactertstic~ 3 4 7 Ground Water Encountered: Yes Proposed Installation: Seepage Pit__ No If yes, what depth Drain Fte~d Performed by: GREATER ANCHORAGE AREA BOROUGH Department of Environmental Quality 3330 "c" Street, Anchorage, Alaska 99503 274-4561 o Date Received b Time of Inspection Date of Inspection REQUEST FOR APPROVAL OF INDIVIDUAL SEWER & WATER FACILITIES FOR Approval requested by: Mailing Address.'. ~ ~ ~.~ C.~%~.~ ~-~.~ Phone~~) Property Owner :~~qx~ Mailing Address: ~.~. Legal Description: ~[~ Location: 5. Type of facility to be inspected 6. Well Data: ~ A. Type B. Depth No. of bedrooms ! o C. Construction Sewage Disposal System: 0_~. A. Installed ~.~ ¢. Septic lank: 1. Size D. Bacterial Analysis B. Installer 2. Manufacturer D. Seepage Pit: I. Absorption Area 2. Material E. Disposal Field: Total length of lines Distances: A. Well to: Septic tank , Absorption area , Sewer Lines Nearest lot line , Other contamination B. Foundation to septic tank , Absorption area C. Absorption area to nearest lot line EQ-034 (1/74) Page 1 of two pages GREAI'ER ANCHORAGE AREA BOROUGN~.. Department of Environmental Quali~y 3330 "c" st., Anchorage. Alaska 99503 - 27z~-4561 REQUEST FOR APPROVAL OF INDIVIDUAL SEWER & WATER FACILITIES 1. Type of Inspection: CMRO VA FHA 2. Property Owner: ~x~ ~ ~-~<~ ~S_~, ~. '~-~'_ ~_~_.~ Mai-ling Address: (~~.~]. ~,~ Phone 3. Name of Buyer: ~o~q L;~,,, ~]~]~c,~>~x _ Mailing Address. ~q~ ~-ql~,<~<,A(x~ay Phone ' ~' _. .. , ~ 5. Name of Realtor or Agent: ~.~ "~o~,~ ~ 6. Legal Description: Location: (~) 7. Type of Facility to 8. Water Supply Type of Supply: If Individual, If Individual, 9. Sewage Disposal Public Utility Individual number of dwellings presently served depth of well System Type of System: Public Utility If Individual, date of installation Individual (on-site) \q? ,%1,. Eq-037 (!174) Page 2 of-two pages - Re~t for Approval of Individual ~,~_=x & Water Facilities Legal ~escription Comments Approved'~ ~-Z~/~~~/~o ' '~Disapproved ~, __~. '~ Approval Valid for one year from date sig~ed Greater Anchorage Area Borough, Department of Environmental Quality DIAGRAM OF SYSTEM certify that the information contained in this request for approval to be a true and accurate representation of the subject sewer and water facilities and these facilities are operating satisfactorily. SIGNED Date EQ-034 (1/74)