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Home My WebLink AboutSWANEE SLOPES LT 12 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: OSP231313 Work Type: Septic Upgrade Tax Code Number: 05121228000 Site Legal Address: SWANEE SLOPES LT 12 G:1058 Site Mailing Address: Owner: HERITAGE HOLDING COMPANY LLC Design Engineer: PANNONE ENGINEERING SERVICES This permit is for the construction of: Effective Date Expiration Date: Lot Size in Sq Ft: Total Bedrooms: 6/17/2024 6/17/2025 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 Reeeived-B� J Date: Issued By: Date: / Z` _ 3 MUNICIPALITY 'i '2 a'. Community Development Department Phone: 907-343-7904 Development Services Division Fax: 907-343-7997 On -Site Water & Wastewater Program ON-SITE SEWERIWELL PERMIT APPLICATION Parcel I. D. 051-212-28 / 051-212-27 Property owner(s) Heritage Holding Company LLC Mailing address Site address 18543 Bending Birch Drive Day phone Legal description (Sub'd., Block & Lot) Swanee Slopes Lot 12, Swanee Slopes Lot 13 Legal description (Township, Range & Section) Lot Size 10,800 / 10,800 Sq. Ft. Number of Bedrooms 3 APPLICATION IS FOR: APPLICATION IS AN: TYPE OF DWELLING: (® all that apply) Absorption Field ❑X Initial El Single Family (SF) ❑R (w/wo ADU) Septic Tank Q Upgrade ❑X Duplex ❑ (D) Holding Tank ❑ Renewal EJMultiple Dwellings ❑ Privy ❑ (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. 1W (Signature of property owner or authorized agent) Permit/Rush Fees: 7-67- Waiver Fees: Date of Payment: 3A3 Date of Payment: Receipt Number: 07'f 13 Cr Receipt Number: Permit No. Waiver No. Permit App_:- : ..,:c Pannone Engineering Services LLC Steven R. Pannone, Principal Registered Professional Engineer E-mail: steve@panengak.com Mailing: P.O.Box 1807, Palmer, AK 99645 Telephone: (907) 745-8200 FAX: (907) 745-8201 Municipality of Anchorage Development Services Department On-Site Water & Wastewater Program 4700 Elmore Road Anchorage, Alaska 99519 Subject: Swanee Slopes Lot 12, 13 Septic System Upgrade Permit Request This is a design narrative for a permit to install a septic system upgrade on the subject property. The proposed upgrade will serve an existing three-bedroom (3) house. This lot and surrounding lots are served by private wells. Due to the nature of existing soils of this lot and surrounding lots, shallow bed rock covering the southern portions of this lot has contributed to excessive subsurface flow causing the existing system on the subject lot(s) to back up into the house during major rainfall events and seasonal thaw. Soils: A test hole was performed on this lot by PES on (05/15/2024). Groundwater and bedrock were not encountered to a depth of seven (7.0’) feet in this test hole, and groundwater was not observed in the test hole monitor tube after 7 - days. Based on the results of the percolation test and overall soils appearance ; an application rate of 2.0 gallons/day/square feet was used for the design of an advanced wastewater treatment system in the area of the test hole. 1. Soil Absorption System Design. a. See Sheet 1 of the design package. 2. Surface Water: There is no surface water within 100 feet of the proposed septic tank and drain field. The proposed drain field upgrade will maintain at least 100 feet from all surface water. 3. Topography: See attached site plan for area topography. 4. Drawing Markings: The Drawings are marked “For MoA Review Only”. When written notification that the review is complete and no further comments are received from MoA On-Site Department, the note will be removed and “For Construction” drawings will be issued. The proposed installation will not affect the future development of this or the surrounding lots. If you have any questions or concerns, please contact me at 907 745 8200 Sincerely, SRP Steven R. Pannone, P.E., F. ASCE Owner/Civil Engineer 7 June, 2024 Municipality of Anchorage On-site Water and Wastewater REVIEWED FOR CODE COMPLIANCE OSP231313, Deb Wockenfuss, 06/17/24 PA N N O N E E N G S V C , L L C ( C . I . 1 0 8 8 ) Municipality of Anchorage On-site Water and Wastewater REVIEWED FOR CODE COMPLIANCE OSP231313, Deb Wockenfuss, 06/17/24 PA N N O N E E N G S V C , L L C ( C . I . 1 0 8 8 ) B SCALE: NTS 1500gal ADVANTEX FAP 2.0 A SCALE: NTS DRAIN FIELD PROFILE & SECTION Municipality of Anchorage On-site Water and Wastewater REVIEWED FOR CODE COMPLIANCE OSP231313, Deb Wockenfuss, 06/17/24 PA N N O N E E N G S V C , L L C ( C . I . 1 0 8 8 ) SOILS LOG COMMENTS: Test hole excavated by OWNER . PERFORMED BY: PES. I CERTIFY THAT THIS TEST HOLE WAS PERFORMED IN ACCORDANCE WITH ALL STATE AND MUNICIPAL GUIDLINES IN EFFECT ON THE DATE OF THIS TEST. PERCOLATION TEST TO BE DONE AT TIME OF CONSTRUCTION. ·60 MPI · ·- ·1FT & 2FT 2.2. SCOPE OF WORK: INSTALL SYSTEM IN ACCORDANCE WITH THE ATTACHED DESIGN AND SPECIFICATIONS. 7.0 FEET 7.0 FEET Municipality of Anchorage On-site Water and Wastewater REVIEWED FOR CODE COMPLIANCE OSP231313, Deb Wockenfuss, 06/17/24 hA7 m -9,9,20L � i /\�I I 1p9 �, � .. . ..... A310 Un 0� I tn rk 1 1 v 00 0 I oil of J J VP ii IDS eoz -3snOH -lVl3N L -1vos1 u ED s ' x, y VIV ia ivjoianrGblHi «. r t V - _ nos e. r^ s� v Ai F .a c�. W ry ^ T i H ONV, 310d ).inun 3 i T H .3f *3{ 113 --- -lViS303d Ai 3 a+ x 1 iSOd/(1' # L- ilii 4 q0] [cZL*9L 1 - VqOdJ NOISN3NICI C]38nsV3N 2 l MUNICIPALITY OF ANCHORAGE ADVANCED WASTEWATER TREATMENT SYSTEM MAINTENANCE AND REPAIR AGREEMENT THIS MAINTENANCE AND REPAIR AGREEMENT, herein the "AGREEMENT" made and .entered into as of this 1 Day of of 200--S, by and between �-int � ik- i C41; f-, L Q- - , herein the "OVi1NER," and the Municipality of Anchorage, herein the "MUNICIPALITY", in accordance with Anchorage Municipal Code (AMC) 15.65.365. In consideration of the mutual covenants contained herein, the parties to this Agreement agree as follows: 1. Advanced Wastewater Treatment Systems. The Municipality grants permission to the Owner to utilize and operate an Advanced Wastewater Treatment System (AWWTS), described as Advantex located at (legal description) Swanee Slopes L12 & L13 2. Maintenance, Repairs and Alterations. (Owner is required to read, understand and initial each section) t_ Throughout the term of this Agreement, the Owner shall enter into a service agreement with an AWWTS service and maintenance provider approved by the Municipality or the manufacturer's representative. The AWWTS shall be maintained in a satisfactory condition capable of performing as designed and producing treated septic effluent in accordance with the equipment's approval for operation in the Municipality. It shall be the responsibility of the Owner during the term of this Agreement to pay for all repair(s), maintenance, adjustment(s), replacement costs, and inspection costs. This includes an annual maintenance fee (typically $400 to $600). Owner agrees that only maintenance and repair personnel approved by the Municipality or the manufacturer's representative will inspect and make any necessary maintenance, repairs or permitted alterations to the system. Owner acknowledges that regular maintenance of an AWWTS reduces the potential r failure of the system, which could include sewage backup and costly repairs or drainfield replacement. (rev. 05/18/2018) Page 1 of 3 )---)Owner acknowledges that the Municipality may request records of maintenance and repairs from the manufacturer's representative or maintenance provider. Owner acknowledges that the fine for failing to maintain and repair an AWWTS may be assessed in accordance with AMC 14.60.030. Owner agrees to grant the Municipality reasonable access to test and inspect the AWWTS. The Municipality will give at least 24-hour notice. ; L Owner agrees that any sale or transfer of title of the property will not occur without a new Certificate of On -Site Systems Approval. Owner agrees that the AWWTS installation and maintenance requirements as provided by the AWWTS vendor/installer and approved by the Municipality are the governing guidelines for the construction, maintenance and repair of the Owner's AWWTS. `1, Owner agrees to maintain remote monitoring of the AWWTS as required by the 11 AWWTS approval. 3. Term. The term of this Agreement shall begin on the date of approval by the Municipality to operate the installed system, or upon transfer of title, and shall continue while the AWWTS is operational or until title is transferred. 4. Nonwaiver. The failure of the Municipality at any time to enforce a provision of this Agreement shall in no way constitute a waiver of the provisions, nor in any way affect the validity of the Agreement or any part hereof, or the right of the Municipality thereafter to enforce every provision hereof. 5. Amendment. This Agreement shall only be amended by authorized representatives-af the Owner and Municipality. Any attempt to amend this agreement by either an unauthorized representative or unauthorized means shall be void. 6. Jurisdiction: Choice of Law. Any civil action arising from this Agreement shall be brought in the Superior Court for the Third Judicial District of the State of Alaska at Anchorage. The laws of the State of Alaska shall govern the rights and obligations of the parties under this Agreement. 7. Severability. Any provisions of this Agreement decreed invalid by a court of competent jurisdiction shall not invalidate the remaining provisions of the Agreement. (rev. 05/18/2018) Page 2 of 3 F&1%% 9RAlk RX -61M STATE OF ALASKA )ss. THIRD JUDICIAL DISTRICT ature) name) Date: The foregoing instrument was acknowledged before me this day of f 20QL3, by NOTARY P1 JBI,1C FOR ALASKA 'A\ S!�KA My Commission expires: ) 0 --N., -, "S MUNICIPALITY: By: (signature) _(print name) NOT IJB f_n - LIC Date: 46 7 IF- q V Title: (rev. 05/18/2018) Page 3 of 3 Department of Environmental Quality 3330 C Street Anchorage, Alaska 99503 INSPECTION REPORT ON-SITE SEWAGE DISPOSAL SYSTEM LOCATION SEPTIC TANK: MAILING ADDRESS PHONE LEGAL DESCRIPTION ~'~:''f' ~'~'~l'l~ ~11%~i<: t~ DISTANCE FROM WELL MANUFACTURER MATERIAL NUMBER OF COMPARTMENTS INSIDE LENGTH INSIDE WIDTH LIQUID DEPTH IJQUID CAPACITY / O(~ f.~ GALLONS. SEEPAGE Pit: NUMBER OF PITS -- LINING MATERIAL BUILDING FOUNDATION__ ADDITIONAL ABSORPTION DIAMETER __ OR WIDTH CRIB SIZE: DIAMETER NEAREST LOT LINE__ LENGTH , DEPTH DEPTH DISTANCE FROM: WELL TOTAL EFFECTIVE ABSORPTION AREA (WALL AREA) SQ. FT. WELL: TYPE DEPTH SEPTIC ~0~ SEEPAGE TANK SYSTEM BUILDING NEAREST NEAREST FOUNDATION LOT LINE SEWER LINE CESSPOOL OTHER SOURCES APPROVED DISAPPROVED REMARKS DISTANCE FROM: DISTANCES: INSTALLED BY: PIPE MATERIAL: LOT SLOPE: REMARKS: Form No. LQ-031 DIAGRAM OF SYSTEM DATE /~/2-~/"7 ~'[ APPROVED/¢/~'''~ //~ '~), GReATEr ANCHORAGE AREA BOROUGh SEWAGE DISPOSAL SYSTEM -- APPLICATION AND PERMIT PERMIT NO. INSTALLATION LOCATION ~'~ U('~U/Ak~' MAILING ADDRESS PHONE LEGAL DESCRIPTION INSTALLATION OF: SEPTIC TANK TYPE AND SIZE OF FACILITY TO BE SERVED FINANCED THROUGH SOIL TEST RESULTS i COMPLETION DATE ANTICIPATED SEEPAGE PIT ~ , DRAIN FIELD OTHER TO BE INSTALLED BY NOTE~ THIS PERMIT IS NOT VALID WITHOUT SOIL FINAL INSPECTION: 24 HOUR NOTICE REQUIRED. BACKFILLING OF ANY SYSTEM WITHOUT FINAL INSPECTION BY THE DEPARTMENT Of ENVIRONMENTAL QUALITY AUTHORITY WILL BE SUBJECT TO PROSECUTION, MINIMUM DISTANCES, REQUIREMENTS FOUNDATION TO SEPTIC TANK FOUNDATION TO SEEPAGE PIT ~) I _, DRAIN FIELD sePtiC TANK TO SEEPAGE PIT WALL / ~! SEPTIC TANK SEEPAGE PIT ~) / DRA[N FIELD TO NEAREST LOT LINE. WELL TO SEPTIC TANK /~)/ , SEEPAGE P'T /~' DRAIN FIELD ALSO CONSIDER AREA WELLS. WATER MAIN TO SEPTIC TANK , SEEPAGE PIT 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 PIPES ON SEPTIC TANK AND SEEPAGE PIT FI~TED WITH AIRTIGHT REMOVABLE CAPS. DIAGRAM OF SYSTEM I CERTIFY THAT I AM FAMILIAR WITH THE REQUIREMENTS OF GREATER ANCHORAGE AREA BOROUGH ORDINANCE NO. 28-08 AND THAT THE ABOVE Performed for Legal Description: This form reports: , ) GREATER ANCHORAGE AREA BOROU . ~_~/Department of Environmental Qu~'r~y 3330 "C" Street Anchorage, Alaska 99503 ~9 ~SOII~S.LOG - PEROLATION TEST .~..~~.~. . Date Perform~d~;~ Soils lo~- ,/~E~. '- ' P~'rcolation test lO- ll -' 12- 13~ 14.- Was ground water encountered? If yes, at what depth? Reading Date Gross Time Net Time Depth to Water Net Drop Percolation r-at~ mi nute, · ~ ...... ~--[ p' Drain Field · Proposed lnstalla~tl~n. Seepa]e it Depth of Inlet ~", , .~. D~ptl~ to bottom'oT p~ or trench . EQ-040 (6/74)