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HomeMy WebLinkAboutRABBIT CREEK VIEW & HEIGHTS BLK 1H LT 17AI abbit Cr k View & H ights Block IH Lot 17A #020-531-07 Permit Number: Tax Code Number: Work Type; On-Site Water & Wastewater System Permit OSP161028 O2O531070OO WellSeptic MUNICIPALITY OF ANCHORAGE Development Services Department On-Site Water & Wastewater Program 4700 Elmore Road, PO Box 196650 Anchorage, AK 99519-6650 Telephone: (907) 343-7904 Initial Permit Effective Dates: May 05, 2016 to May 05, 2017 Design Engineer: PANNONE ENGINEERING SERVICE Subdivision: RABBIT CREEKVlEW & HEIGHTS Site Legal Address: RABBIT CREEK VIEW & HEIGHTS BLK Owner/Address: SCHIMSCHEIMER MARK 6131 AUSTRIA DR ANCHORAGE AK 995166021 Site Mailing Address: 16120 Alta CT, Anchorage 1H LT 17A G:3240 Lot Size in Sq Ft: 41245 Total Bedrooms: 3 This permit is for the construction of: Y Disposal Field Y Septic Tank N Holding Tank N Privy Y Private Well N Water Storage Ail 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 (18AACS0). 3. The wastewater code requires inspections during the installation. The engineer must notify the Development Services Department at least 2 hours prior to each inspection. Provide notification by calling (907) 343-7904 (24 hours). 4. From October 15 to April 15, a subsurface soil absorption system under construction during freezing weather must either: A. Open and Close on the same day. B. Covered, sealed, and heated to prevent freezing. Special Provisions: Due to the proposed Engineered Receiving Soils design, the following items are required (See proposed AMC 15.65) 1. Fill shall not be installed on top of organic soils. 2. Additional test holes required to confirm continuity of the accepting stratum. 3. Preconstruction meeting between the contractor and engineer. Municipality of Anchorage P.O. Box 196650 ® 4700 EImore Road Anchoracle, Alaska 99519-6650 · (907) 343-7904 ® Fax (907) 343-7997 http:llwww.rnuni.or,qlOnsite Development Services Division On-Site Water and Wastewater Proqram **** VARIANCE/WAIVER REVIEW **** WaiverS: OSV161009 COSA#:__ Permitf¢: OSP161028 PID#: 020-531-07 Legal Description: Rabbit Creek View and Heights BIH L17A Engineer: Pannone En.qineerin.q Services Applicant: Mark Schimscheimer Your request for a waiver of the required 100 feet horizontal separation from the absorption field and septic tank to the surface water has been approved. The approved separation distance to the drainage-way is 10.0 feet. The approved separation to the stream is 75 feet. See the engineers waiver request for the system design. This waiver approval applies to the proposed absorption field and septic tank only. Any future upgrade to the on-site waste~vater disposal system will require all separation distances be met or another approval from this department. [] The affected adjacent property owner(s) have been given a 7 day notice regarding this waiver. [] Notarized letter(s) of nonobjection have been received from the owner(s) of the affected adjacent property. [] Adjacent properties are not affected by this waiver. Waiver is Granted: X Waiver is not Granted: Name of Reviev~ **** VARIANCE/WAIVER REVIEW **** MUNICIPALITY OF ANCHORAGE Community Development Depadment Development Services Division On-Site Water & Wastewater Program O Phone:907-343-7904 Fax:907-343-7997 ON-SITE SEWERANELL PERMIT APPLICATION U- ITTA| Parcel I.D. 020-531-07 PropeAy owner(s) Mark Schimscheimer Day phone Mailing address 6131 AuStria Drive, Anchorage, AK 99516 Site address NSN Alta Ct. Legal description (Sub'd., Block & Lot) Rabbit Creek View & Heights Block 1 H, Lot 17A Legal description (Township, Range & Section) Lot Size 41,245 Sq. Ft. Number of Bedrooms 3 APPLICATION IS FOR: APPLICATION IS AN: TYPE OF DWELLING: ([~ all that apply) Absorption Field [] Initial [] Single Family (SF) [] (w/wo ADU) Septic Tank [] Upgrade [] Duplex (D) [] Holding Tank [] Renewal [] Multiple Dwellings [] Privy [] (SF and/or D) Private Well [] Water Storage [] THIS APPLICATION INCLUDES A VARIANCE ! WAIVER REQUEST FOR: Separation to Surface Water Distance:.C~ I certify that the above information is correct. I further certify that this is in accordance with applicable Municipal Codes. (Signature of property qwner or authorized agent) PermitJRush Fees: Date of Payment: Receipt Number: Permit No, Waiver Fees: Date of Payment: Receipt Number: Waiver No. Permit App_:- :.: 2.Jo.' Pannone Engineering Services LLC Steven R. Pannone, Principal Registered Professional Engineer E-maih steve(~paneng@k.com April 5, 2016 Subject: Rabbit Creek View & Heights Block 1H, Lot 17A Well and Septic System Permit Request Design Narrative This is a design narrative for a permit to install a well and septic system to be issued for this property. The proposed systems will serve a proposed three bedroom (3) bedroom house. Currently the lot is undeveloped. The surrounding developed lots are served by private wells. There are no wells within 100' of the proposed septic system. Soils. One test holes were performed on this lot by PES in August of 2013, and groundwater was monitored for at least seven days. Ground water was observed at a depth of 1.0~ below the surface in the test hole monitor tube in August of 2013. Bedrock was not encountered in the test hole. The soils sieve analysis shows greater than 50% passing a #4 Sieve and less than 5% passing a #200 sieve with an uneven gradation, which classifies it as an SP soil per the Unified Soil Classification System. The ADEC installers manual rates an SP soil at 150 square feet/bedroom which corresponds with 1 gpd/sf for a conventional system, or a i MPI soil. For a CAT III system we used a more conservative application rate because of the inability to percthe soil. Based on the results of the sieve analysis, and overall soils appearance; an application rate of 4 gallons/day/square feet was used for a CAT Iit wastewater system in the area of the test hole. 2. Soil Absorption System Design. a. See Sheet 1 ofthe design package. 3. Surface Water: There is a mapped "unclassified drainageway' in the area of the drain field, but no surface water was observed in the feature at the time of the test hole. The municipality's wetlands mapping employee has stated that he believes there is surface water in this drainageway which will be located 12 feet from the drain field. There is a small stream Iocated,,E~Tfeet from the drain field see waiver request. The lot owner has received a permit for all constructio~ in the wetlands includingthe re- routing of the drainageway for the drain field from the USACE. . t__ 7~ ' ~/-~/2,, ..~./? 4. Topography: The existing topography generally slopes from the south to the north in the area surrounding the septic system at approximately 6%. There are no steep slopes within 50' of the proposed drain field. The proposed drain field will maintain 50' separation all steep slopes. 5. Drawing Markings: The Drawings are marked "For MoA Review Only". When written notification that the review is complete and that there are no further comments is received from MoA On-Site Department, the note wilt be removed and "Issued for Construction" drawings will be issued. Mailing: P.O. Box 100217, Anchorage, AK 99510-0217 Physical: 332 East Manor, Anchorage, AK 99501 Telephone: (907) 272-8218 FAX: (907) 272-8211 Page 2 of 2 Waiver Request: We are requesting a waiver for the separation distance from the septic system to potential surface water of 10 feet. The surface water is approximately +12 feet from the field a nd/?~ feet#~-- from the tank. The wastewater system will consist of a 1500g Advantex tank with an Ax20RTN-UV treatment system. This system will utilize standard Advantex treatment followed by a UV stage for disinfection. The system was designed to utilize a surface discharge after the disinfection stage, but due to concerns voiced by the Municipality a drain field will still be used to dispose of effluent. Any potential overflow from the system will exceed the water quality of the surrounding wetland. Effluent Quality will exceed that of the naturally occurring water in the drainageway and the system function will be autonomously monitored with an alarm and automatic system shut-off. This system was tested and NSF certified. The average effluent CBOD5 was 7 mg/L, ranging between <2 and 18mg/L A naturally occurring concentration of 40 to 60mg/L is normal in this area. Additional treatment will occur by natural filtration through the wetland vegetation downstream of the discharge. The proposed installation will not affect the future development of this or the surrounding lots, Sincerely, Steven R. Pannone, P.E. Owner/Civil Engineer Mailing: P.O. Box 100217, Anchorage, AK 99510-0217 Physical: 332 East Manor Ave, Anchorage, AK 99501 Telephone: (907) 272-8218 FAX: (907) 272-8211 z / CLASS 'C' WETLANDS / , ~ ~ ~V / ~ / I 25LF x 50'W x 05'ED x +40'TD ~ L. ~¢ITH 2.0' SAND AND REMOVE ANB REPLACE FOR RESERVE 4/26/2016 CONSTRUCTION P.O. BOX 100217 ANCHORAGE, AK 99510¢~:"~'" =iEee; PHONE (907} 272-8218 FAX (907) 272-8211 RABBIT CREEK VIEW ~ HEIGHTS, BLOCK IH, LOT 17~7:~.~....7~ o2o-ss~ o7 ~j ~even R Panno~e MARK SCHIMSCHEIMER r.~..- CE a~9 -~' ALTA COURT ~ll '- ...... Sh~t PLAN ANCHORAGE, AK 99516 ~;'  ~]LIFT STATION WEIGHT CALCULATIONS 20 POD Buoyonl Force = Weighi of Woler Displaced (((Plx(5.5)-2/a-)x10)+176)x62,¢ PCF = 15,059 ~ Up ~a' ~~2 6' NATIVE MATERIAL Assume COUNTER *EIGHT ~ 3' MOA TYPE II GRAVEL (NFS) repose ___ Assume bedding does nDE odd [o force down Assume ~onk and pod hove no weight BED TANK W/ Weight of MoA Type II (/35 PCF - 62 ~ PCF)=72.6 pcf ~ ~X~ SEWER ROCK (5'x5 3x10-(9 ¢2LS))x72 6 PCF = 10,85g ~ Down ~ ~,~ (2 6'x5 3x10-(50 76LS&POD))x57 6 PCF = 5,DI5 ~ Dowr, ~~MLIMITS Told Weght on Tonk = 15872 ~ OK~ OF EXCAVATION ~ 1~2' ~p.. IN 12-INCH EIFTS COMPACTED TO 80% ~ ~1.0 I 2so I DESIGN PARAMETERS PRIMARY SEPTIC SYSTEM DESIGN PARAMETERS NO. BEDROOM: 3 (450 9pd) ERS - IN-SITU INTERFACE TANK SIZE: IoOOg STEP NO BEDROOM: 3 (&50 gpd) PERC RATE: 6-15 MPI AREA RQD: 1875 SF SOIL RATING: 4 GPD/SF USE: TOTAL AREA: 1250 SF P.0. BOX 100217 ANCHORAGE, AK 99510 PHONE (~07> 272-8218 FAX (gO7)272-8211 ~2~]"... 4a~.-.?[~'!~' soo~m RABBIT CREEK VIEW ~ HEIGHTS, 8LOCK 1H, LOT 17A 020 531 07 MARK SCHIMSCHEIMERfJ'~?'i ~'.. CE 8149 ...~ SERMIT NO, aLTA COURT DESIGN DETAILS ANCHORAGE, AK 99516 SPECIAL P,~OVISIONS TO SPECI?ICATiONS 1. ALL CONSTRUCTION SHALL BE INSTALLED AS SPECIFIER IN THE MOST CURRENT E01TION OR THE MUNICIRALITY OF ANCHORAGE SIANDARB SPECIFICATIONS (MASS) FOR COMPONENT PARTS AND MATERIALS USED IN CONSTRUCTION OF ON SITE WASYEWATER DISPOSAL SYSTEMS AND AND IN ACCORDANCE WITH AIvIC 1,~.65 AND /5 55 2. SCOPE OF' WORK: INSTALL NEW 1500g ADVANTEX TANK WITH AX20 POD, UV BISINFECIIQN, AND SOIL ADSORPTION SYSTEb'I INSTALL WELL 5 GROUNDWATER WAS NOT ENCOUNTERED ID A DEPTH OF 1 FOOT BELOW EXISTING GRADE AS EVIDENCED BY INE SOIL YESY HOLE IF AN APPARENT WATER 'I-ASL£ JS OBSERVED IN ANY OF THE EXCAVATIONS LESS THAN 1 FOOT BELOW EXISTING GRADE NOTIFY THE ENGINEER IMMEDIATELY ~t. THE CONTRACTOR (BOTH WELL AND SEPTIC SYSTEM CONTRACTORS) SHALL HAVE ABlY WELL LOCATION AND SEPTIC LOCATION STAKED AND ANY LOT LINE AND WELL RADIUS SHOWN ON THE PLAN WITHIN 30 FEET OF THE PROPOSED SYSTEM STAKED BY A REGISTERED LAND SURVEYOR BEFORE STARTING THE WORK b. THE CONTRACIOR IS RESPONSIBLE FOR ALL ROW. AND OTHER REQUIRED PERMITS, OTHER THAN THE ATTACHED. 6 THE CONTRACTOR SHALL CALL FOR LOCATING OF ALL DUPLE0 ~JTILITIES 7. THE CONTRACTOR SRALL PROVIDE 24 HOUR NOTICE TO THE ENGINEER PRIOR TO START OF WORK ALL SURVEYING AND LOCATES SHALL BE IN PLACE PRIOR TO NOTIFYING THE ENGINEER B THE CONTRACTOR SHALL NOTIFY IHL ENGINEER OF ,aNY DISCREPANCY BETWEEN THE APPROVED DRAWINGS AND SITE CONDITIONS/LIMITATIONS POTENTIALLY CAUSING THE NEED TO MODIFY THE DESIGN. 9. AT THE COMPLETION OF THE WORK, THE CONTRACTOR SHALL SUBMIT RED LINE AS BUILT DRAWINGS TO THE ENGINEER THE RED-LINES SHALL INCLUDE PIPE LENGTHS, ORIGINAL GROUND ELEVATIONS, PIPE ELEVATIONS, AND TANK ELEVATIONS. 10. THE CONTRACTOR SHALL PROVIDE PHOTOGRAPHS OF THE SYSTEM INSTALLATION TO INCLUDE BOTTOM OF EXCAVATION, TOP OF PIPE WITH CLEAN-OUTS AND MONITOR TUBES INSTALLED, INSTALLED TANK AND FINAL GRADING 1 ] IHE CONTRACTOR PROVIDED DATA (UPON WHICH THIS RECORD DRAWING IS BASED) APPEARS TO REPRESENT IHE PROJECT AS CONSTRUCTED THIS DATA IN CONJUNCTION WITH THE PERIODIC FIELD OBSERVATIONS BY THE ENGINEER (OR HIS DESIGNEE) AS REQUIRED BY AMC 1~6b DOES NOT GUARANTEE THAT THERE ARE NO HIDDEN DEFECTS BY THE CONTRACTOR 12 THE CONTRACTOR SHALL SIGN THE FOLLOWING: I CERTIFY THAT ALL WORK WAS PERFORMED IN ACCORDANCE WITH THE APPEND PERMIT, AND ANY AND ALL CHANGE ORDERS, AND TFIAITHEAS BUILI REDLINES ARE TRUE AND ACCURATE REPRESENTATION OF THE PROJECT AS CONSTRUCTED CONTRACTOR: AB B R E ¥ IATIONS" ' BY: TITLE: CU COPPER DIP DUCTILE IRON PIPE ' DATE: TH TEST HOLE FC FOUNDATION CLEAN OUT T# TANK CLEAN OUT NO C# CLEAN OUT NO M# MONITOR TUBE NO. RI. RIGID INSUlaTION LEGEND DCO DOUBLE CLEAN OUT W !/,,,ATER LINE/ Dx,, DIVERTER VALVE WELL RADIUS FS FLOW SPLITIER BFG BELOW FINISH GRADE -- SS -- NEW SEPTIC OG ORIGINAL GRADE FG FINISH GRADE TS&V TOPSOIL & VEGETA/E NOTES: PANNONE ENG SVC, LLC FOR ¢ONSTRUBTION ?.0. BOX 100217 ANCHORAGL Al( 99510 PHONE (907) 272-8218 FAX (907) 272-8211 "" RABBIT CREEK VIEW & HEIOHTS, BLOCK 1H, LOT 17A'~ ~o 55~ 07 Iv'ARK SCHIivlSCHEllvlERr~.'~=". CE 8149 ...^ ~,~.~ PERMIT NO. SITE SECTION ANCHOR,~.GE, Al,( 99516 "~ ...... ' ~,~-~,~.~.~ 4 OF 4 SOILS LOG - PERCOLATION TEST TEST HOLE 1 OR ORGANICS c~ss c' .......... '--' J COM~N~S: ?est hole e~ca~ated b~ BA~O~B PERFORMED BY: Steven R. Pannone, P.E. I CERTIFY THAT THIS TEST WAS PERFORMED IN ACCORD~CE WITH ALL STATE ~D MUNICIPAL GUIDLINES IN EFFECT ON THE DATE OF THIS TEST. FOR CONSTRUCTION P.0. BOX ~00217 ANCHORAGE, AK 99510 MARK SCHIbiSCHEIMER ~.. CE 81~ .-~ff >E~,~ No.I ~ 0SP~61028 ALTA COURT *~ .... .~., SOILS LOG ANCHORAOE, AK 99516 WATER CLOCK NET TIME LEVEL NET DROP READING DATE TIME READING ~ 8/21/13 NO PERC 2 3 4 5 6 J US STD. SIEVE SIZE I US STD. S]EVE NUMBER J HYDROMETER j 7D ~ 60 ~ , ~0 100 10 I O. 1 O. Ol O. 001 GgA[N ~IZE IN NILLINETE~$ G~AVEL BAND CODDLES ~ SILT or' CLAY SYMBOL SAMPLE SOURCE DEPTH (Peet) CLASSIFICATION ~ Test Pit 12.0 Gravelly Sand (SP) Crowther Associates Par[ida Size Distribution Plate Oeotechnicol Engineering Services Rabbit Creek Vew & Heights Slack 1H, Lot 17A Anchorage, Alaska Job No. 040.002 I File No. PannoneRabbi[CreekBk1HLt17AI Dote August 26, 2013 I I ADVANCED WASTEWATER TREATMENT SYSTEM MAINTENANCE AND REPAIR AGREEMENT BETWEEN MUNICIPALITY OF ANCHORAGE AND /"~///~/~' .~"'C,~/,,ffJ~'C/:.~"(~///'Jf C~/'~ THIS MAINTENANCE AND REPAIR AGREEMENT made and entered into as of tlfis ~ Dayof //}~'7/~/L~ of 20 /o/, by and between ~'~H/,~'~,/./'~'-/j,/d/_-/~_ herein the "OWNER," and the Mtmicipality of Anchorage, herein the "MUNICIPALITY." In consideration of the mutual covenants contained herein, the parties to this Mah~tenance and Repair Agreement agree as follows: 1. Advanced Wastewater Treatment Systems. Municipality grants permission to Owner to utilize and operate an Advanced Wastewater Treatment System (AWWTS), described as located at (legal description). 2. Definitions. Alteration. Any change to the design or function of an AWWTS ttmt includes the installation or removal of any parts, components or pieces not included in the original construction permit and design. Certificate of On-Site Systems Approval {COSA). An approval by the Mmficlpality of existing water and wastewater disposal systems given at the time of property sale and title transfer in accordance with Anchorage Municipal Code (hereinafter, "AMC") 15.65. These approvals certify that the systems are adequate for the homes that they support and meet the codes that were in place at the time of system construction. Damage. Any man-made or natural change in a system that would inhibit the system from perfomfing as designed. Maintenance and Repair. The scheduled and as needed replacement of existing parts, components and pieces of an AWWTS that were included in the original design which would allow the AWWTS to continue to perform as designed. Permit. An On-Site Wastewater Disposal Permit as required by AMC 15.65 to construct and operate an AWWTS. 3. Term. The term of this Maintenance and Repair Agreement shall begin on the date of approval by the Municipality to operate the installed system or issuance of a COSA, and shall continue while the AWWTS is in use or is operational or m~til the property is sold or title is transferred by the owner and a new COSA is issued to the new owner or transferee of the property. 4. Alterations~ Installation and Removal of Additional Equipment. Priorto performing any alterations to an AWWTS, the owner agrees to obtain an On-site Wastewater Disposal Permit from the Municipality in accordance with AMC 15.65. 5. Maintenance and Repairs. A. Throughout the term of this Maintenance and Repair Agreement, the Owner shall maintain their AWWTS in a satisfactory condition capable of producing treated septic effluent in accordance with the equipment's approval for operation in the Municipality. The owner shall enter into a service agreement with an AWWTS service and maintenance provider approved by the municipality and the manufacturer of the AWWTS for the entire term of the AWWTS. In addition, it shall be the responsibility of the Owner during the term of this Maintenance and Repair Agreement, amd any renewals thereof, at the owner's sole expense, to pay for any and all: (1) repair(s), (2) maintenance, (3) adjustment(s), (4) replacement costs, and (5) inspection costs. B. Owner agrees to comply with all applicable ordinance, laws, regulations, rules and orders for the AWWTS. C. Upon request by the Municipality, the owner agrees to provide the Municipality a written schedule of routine maintenance and repairs which have been performed on the system. When a record of maintenance is documented and maintained by the system vendor, the owner agrees to allow the Municipality access to this information. D. Owner acknowledges that the fine for falling to maintain and repair an AWWTS may be assessed in accordance with AMC 14.60 for improper discharge. E. Owner agrees that only maintenance and repair personnel approved by the Municipality will inspect and make amy necessary maintenance, repairs or permitted alterations to the system. F. Owner agrees to grant the Municipality reasonable access to test and inspect the AWWTS upon 24 hours written notice. G. Owner agrees that any sale or transfer of title of the property will not occur without a new Certificate of On-Site Systems Approval. H. 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. I. Owner agrees to provide and maintain a telephone connection to the AWWTS as required by the AWWTS approval. 6. Nonwaiver. The failure of either party at any time to enfome a provision of this Maintenance and Repair Agreement shall in no way constitute a waiver of the provisions, nor in any way affect the validity of the Maintenance and Repair Agreement or any part hereof, or the right of such party thereafter to enforce each and every provision hereof. 7. Amendment. A. This Maintenance and Repair Agreement shall only be amended, modified or changed by a writing, executed by authorized representatives of the parties, with the same formality that this Maintenance and Repair Agreement was executed with, and such writing shall be attached to this Maintenance and Repair Agreement as an amendment. B. For the purposes of any amendment modification or chamge to the terms and conditions of this agreement, the only authorized representatives of the parties are: a. Owner: b. Municipality: Director, Community Development or designated authority C. Any attempt to amend, modify, or change this contract by either an unauthorized representative or unauthorized means shall be void. 8. Jurisdiction: Choice of Law. Any civil action arising from this Maintenance m~d Repair Agreement shall be brought in the Superior Court for the Third Judicial District of the State of Alaska at Anchorage. The la~vs of the State of Alaska shall govern the rights and obligations of the parties under this Maintenance and Repair Agreement. 9. Severability. Any provisions of this Maintenance and Repair Agreement decreed invalid by a court of competent jurisdiction shall not invalidate the remaining provisions of the Maintenance and Repair Agreement. OWNER:~ By: // ~- (signature) Date: q-~/-?~ / ~//~]~ /d ,..-~ ttT' t J'gt,5'~ /Y Lr) M ~4'Z_ (print name) STATE OF ALASKA ) ) SS. THIRD JUDICIAL DISTRICT ) The foregoing instrument was acknowledged before me this 201(~ , by P~,4(d/~ NOT~RY PUBLIC FOR ALASKA MvCommissionexrfires' ~-~P~ [~-.'~/Z~ MUNICIPALITY: (signature) Date: (print name) Tire: Regulatory Division POA-2016-17 DEPARTMENT OF THE ARMY ALASKA D~STRICT, U.S. ARMY CORPS OF ENGINEERS REGULATORY DIVISION P.O. BOX 6898 JBER, AK 99506-0898 February 22, 2016 Mr. Mark Schimscheimer 6131 Austria Drive Anchorage, Alaska 99516 Dear Mr. Schimscheimer: This is in response to your January 8,2016, application for a Department of the Army (DA) permit, to discharge 10,500 cubic yards of fill into 0.24-ac'¢es of wetlands in order to construct a residential development that consist of a driveway, garage, single family house, well and septic system. It has been assigned file number POA-2016-17, Little Rabbit Creek which should be referred to in all future correspondence with this office. The project site is located within Section 1, T. 11 N., R. 3 W., Seward Meridian; USGS Quad Map Anchorage A-8; Latitude 61.074150 N., Longitude 149.73576o W.; Rabbit Creek and Heights Subdivision, Block 1 H, Lots 17A, Parcel Number 020-531-07- 000; Municipality of Anchorage; in Anchorage, Alaska. Based on our review of the information you furnished and available to us, we have preliminarily determined the above property contains water.' of the United States (U.S.), including wetlands, under the Corps' regulatory jurisdiction ~ Please see the attached Preliminary Jurisdictional Determination Form). DA permit authorization is necessary because your project will involve the placement of or fill material into waters of the U.S. under our regulatory jurisdiction. Based upon the information and plans you provided, we hereby verify that the work described above, which would be performed in accordance with the enclosed plan (sheets 1-5), dated November 30, 2015, is authorized by Nationwide Permit (NWP) No. 29, Residential Developments. NWP No. 29 and its associated Regional and General Conditions can be accessed at our website at: www.poa.usace.army.mil/Missions/ Regulatory/Permits.aspx. Regional Conditions D, E, F, G, H, I and J apply to your project. You must comply with all terms and conditions associated with NWP No. 29, as well as with the special conditions listed below: To Permittee shall implement and maintain effective sedimentation controls before, during, and after construction to prevent the introduction of sediments and/or contaminants into adjacent Waters of the U.S. outside of the authorized footprint. Prior to initiating construction activities, a silt fence and/or other sediment containment structures shall be properly installed around the edge and within 5 feet of the authorized fill area. The turbidity barriers shall remain in place, monitored for effectiveness and maintained until the authorized work has been completed and all suspended and erodible materials have been stabilized. Turbidity barriers shall be removed upon stabilization of the work area. To ensure that the new drainage feature is optimally designed, the Permittee shall coordinate the location and design of the new drainage by providing engineered drawings to the Corps and the Municipality of Anchorage Watershed Management Section for review and concurrence at least 5 business days p~'ior to construction. Further, please note General Condition 30 requires that you submit a signed certification to us once any work and required mitigation are completed. Enclosed is the form for you to complete and return to us. The Nationwide Permits are due to expire on March 18, 2017, unless the NWP is modified, reissued, or revoked. It is incumbent upon you to remain informed of changes to the NWPs. Nothing in this letter excuses you from compliance with other Federal, State, or local statutes, ordinances, or regulations. Please contact me via email at Amanda. L.Whittier~usace.army.mil, by mail at the address above, by phone at (907) 753-5582, or toll free from within Alaska at (800) 478- 2712, if you have questions or to request paper copies of the regional and/or general conditions. For more information about the Regulatory Program, please visit our website at http://www, poa.usace.army.mil/Missions/Regulatory.aspx. Sincerely, Enclosures Amanda L. Whittier Project Manager ENCLOSURE US Army Corps of Engineers Alaska District Permit Number: POA-2016-17 Name of Permittee: Mr. Mark Schimscheimer Date of Issuance: February 22, 2016 Upon completion of the activity authorized by this permit and any mitigation required by the permit, sign this certification and return it to Ms. Amanda Whittier at the following address: U.S. Army Corps of Engineers Alaska District Regulatory Division Post Office Box 6898 JBER, Alaska 99506-0898 Please note that your permitted activity is subject to a compliance inspection by an U.S. Army Corps of Engineers representative. If you fail to comply with this permit you are subject to permit suspension, modification, or revocation. I hereby certify that the work authorized by the above-referenced permit has been completed in accordance with the terms and conditions of the said permit, and required mitigation was completed in accordance with the permit conditions. Signature of Permittee Date Page 1 of 2 Preliminary Jurisdictional Determination Form This preliminary JD find that there "moy be" waters of the United States on the subject project site that could be affected by the proposed activity based on the following information: District Office [Alaska District Office 1 FiIe/ORM # Name and Nearest Waterbody[Little Rabbit Creek ~ Address of [POA-2016-17 I PJDDate ~an15,2016 Mr. Mark Schimscheimer Project I I [~l ~--~ Person Location Section(s) 1 Township Requesting PJD Meridian [Seward ~ Range [~][~ USGS Quad Map [Anchorage A-8 ] Latitude [61.07415 5131 Austria Drive Anchorage Alasga 99516 j ~ Longitude[149.73576 Subdivision Name, Block, Lot, Directions to Project Site Rabbit Creek and Heights Subdivision, Block 1 H, Lots 17A, Parcel Number 020 531-07-O00 Identif}, (Estimate) Amount of Waters in the Review Area Non-Wetland Waters: Stream Flow [340 ]Linearft [~Width[ Acres LPerennial Wetlands Name of Any Tidal:[ Water Bodies on the Site Identified as Section 10 Non-Tidal: Waters: [] Office (Desk) Determination Date of [ [] Field Determination Site Visit: [ SUPPORTING DATA: Data Review for Preliminary JD (check all that apply - checked items should be included in case file and, where checked and requested, appropriately reference sources below) [] Maps, plans, plots or plat submitted by or on behalf of the applicant/consultant: Isee Application [] Data sheets prepared/submitted by or on behalf of the applicant/consultant. [] Office concurs with data sheets/delineation report. ~ Office does not concur with data sheets/delineation report. [] Data Sheet prepared bythe Corps [] Corps navigable waters' study: [] USGS NHD Data. [] USGS 8and 12digit HUC maps. [~] U.S. Geological Survey map(s) Cite quad name: [Anchorage A-8 [] USDA Natural Resources Conservation Service Soil Survey. Citation: [] National Wetlands Inventory map(s): [Website [] State/LocalWetlandlnventorymap(s): [MuniWetiandMap [] FEMA/FIRM map(s): [] 100-year Floodplain Elevation: [] Photographs: [] Aerial (Name & Date) [] Other(Name&Date) [] Previous determination(s). File # and date of response letter: [ [] Other Information: [Simsuite Page 2 of 2 IMPORTANT NOTE: The information recorded on this form has not necessarily been verified b~L thee Corps and should not be relied upon for later jurisdictional determinations. Signature and Date of Regulatory Project Manager (REQUIRED) Signature a. nd Date of Person Requesting Pre m ha,fy JD (REQUIRED, unless obtaining the signature is impracticable) EXPLANATION OF PRELIMINARY AND APPROVED JURISDICTIONAL DETERMINATIONS: 1. The Corps of Enghneers believes that there may be jurisdictional waters of the United States on the subject site, and the permit applicant or other affected party who requested this preliminary JD is hereby advised of his or her option to request and obtain an approved jurisdictional determination (JD) for tha site. Never[heless, the permit applicant or other person who requested this preliminary JD has declined to exercise the option to obtain an approved JD in this instance and at this time. 2. In any circumstance where a permit applicant obtains an individual permit} or a Nationwide General Pe~Tnit (NWP) or other general permit verification requiring "preconstruction notification" (PCN), or requests verification for a non- reporting NWP or other general permit, and the permit applicant has not requested an approved JD for the activity, the permit applicant is hereby made aware of the following: (1) the permit applicant has elected to seek a permit authorization based on a preliminary JD, which does not make an official determination ofjurisdictionai waters; (2) that the applicant has the option to request an approved JD before accepting the terms and conditions of the permit authorization, and that basing a permit authorization on an approved JD could possibly result in less compensatory mitigation being required or different special conditions; (3) that the applicant has the right to request an individual permit rather than accepting the terms and conditions of the NWP or other general permk authorization; (4) that the applicant can accept a permit authorization and thereby agree to comply with all the terms and conditions of that permit, including whatever mitigation requirements the Corps has determined to be necessary; (5) that undertaking may activity in reliance upon the subject permit authorization without requesting an approved JD constitutes the applicant's acceptance of the use of the preliminary JD, but that either form of JD will be processed as soon as is practicable; (6) accepting a permit authorization (e.g., signing a proffered individual permit) or undertaking any activity in reliance on any form of Corps permit authorization based on a preliminatT J D constitutes agreement that all wetlands and other water bodies gn the site affected in any way by that activity are jurisdictional waters of the United States, and precludes any challenge to such jurisdiction in any administrative or judicial compliance or enforcement action, or in any administrative appeal or in any Federal court; and (7) whether the applicant eIects to use either an approved JD or a preliminary JD, that JD will be processed as soon as is practicable. Further, an approved JD, ~ proffered individual permit (and al/terms and conditions contained therein), or individual permit denial can be administratively appealed pursuant to 33 C.F.R. Part 331, and that in any administrative appeal, jurisdictional issues can be raised (see 33 C.F.R. 331.5(a)(2)). If, during ~hat administrative appeal, it becomes necessary to make an official determination whether CWA jurisdiction exists over a site, or to provide an official delineation of jurisdictional waters on the site, the Corps will provide an approved JD to accomplish that result, as soon as is ~racticable. k . ,, .-_.- . ~ NOTES Dote ACOE WETLANDS PERM ~ APP APPLICANT: MARK SCHIMSCHEIMER ~/~O/2O~5 FILE NO: N WATERWAY: UNNAMED TRIBUTARY, RA~T CREEK DRAINAGE PROPOSED ACTIVTY: RE~DEHTIAL CONSTRUCT ON Tl lN, RASRT CRFEK ~/~EW ~ HEIGHTS, BLOCK 1H LOT 17A LAT: 61 '04'28 93"N LONG: 149'44'08 84"W Sheet ABEA MAP 1 OF5 THIS PRQJEC¥ NOTES: Dole ACOE WETLANDS PERMIT APP APPLICANT: FILE NO: Scale N TS WATERWAY: UNNAMED TRIBUTARY, RABBIT CREE~ DRAINAGE PROPOSED ACTIVITY: RESIDENTIAL CONSTRUCTION TllN, R3W, Sec 1 RABBIT CREEk VIEW ~ HEIGHTS. BLOCE 1H, LOT 17A LAT: 61 ~04'28.93"N LONG: 1 &9~44'OS.84"W sheet VICINITY MAP 20F5 - . . A'~ .~' :;-' % /R7/ . ~L~ · , LOT18A NO WELLS OR SEPTICS _ OWNER; AMBER & ~ ISABELLA FORSHEE WETLANDS PERMIT &PP APPLICANT; MARK ~CHIMSCHEIMER FILE NO: s~ WATERWAY: UNNAMED TRIBUTARY, RABBIT CREEK DRAINAGE PROPOSED ACTIVITY; RESIDENTIAL CONSTRUCTION T11N, R3W, Sec 1 RABBIT CREEK VIEW ~ HEIGHTS, BLOCK 1H, LOT 17A LAT: 6~ '04'28.93"N LONG: 1 &g"44'O8.84"W PLAN VIEW LOT LINE -qTREAM ~} i L © ~' SILT FENCE ~~ ~ ~ ~ z ¢ w ~~~ ~~DRIVEWAY ) ~c° LOT LINE ACOE WETLANDS PERW[T APP APPLICANT: blAR~ SCHIMSCHEIrvlER /~o/2om FILE NO: Sco~ WATERWAY: UNNAMED TRIBUTARY, RABBIT CREEK DRAINAGE v: PROPOSED ACTIVITY: RESIDENTIAL CONSTRUCTION TllN~ R3W, Sec / RABBIT CREEK VIE?~ ~ HEIGHTS, BLOCK 1H, LOT 17A LAT:61~O4'2893"N LONG:149~4&'O88~"W SECTION VIEW STREAM LOT LINE i < SILT FENCE --~ W 3B z ADVANTEX SYSTTM 2BR ~ o RESIDENCE D~r¥~wAY o SILT FENCE LOT LINE ACOE '¢/ETLANDS PERNflT APP APPLICANT: MARK SCHIMSCHE~MER 1/30/2015 FILE NO: WATERWAY: UNMAblED TRIBUTARY, RABBIT CREEK DRAINAGE v: ~"=S PROPOSED ACTIVITY: RESIDENTIAL CONSTRUCTION T11N, RgW, Sec 1 RABBIT CREEK VIEV¢ & HEIoHTS, 8LOCK IH, LOT 17A LAT:61 L~28,93 N LONG:149~4~'OB.84"W Sheet SECTION VIEW