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Home My WebLink AboutRABBIT CREEK VIEW & HEIGHTS BLK 7H LT 3ARabbit Creek View &Heights Block 7H Lot 3A #020-571-04 MOA has conf irmed that the on-site systems have not been installed. 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 Water & Wastewater System Permit Permit Number: OSP241265 Work Type: WellSeptic Initial Effective Date: Expiration Date: Tax Code Number: 02057104000 Site Legal Address: RABBIT CREEK VIEW & HEIGHTS BLK 7H LT3A G:3340 Site Mailing Address: 7840 BYRON DR, Anchorage Owner: TI BUILDING GROUP LLC Design Engineer: FORGE ENGINEERING This permit is for the construction of: Q Disposal Field Q Septic Tank ❑ Holding Tank ❑ Privy 8/26/2024 8/26/2025 Lot Size in Sq Ft: 20894 Total Bedrooms: 4 Q 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: a/ 6-A v y ON -SITE SEWER/WELL PERMIT APPLICATION IN Parcel I.D. 020-571-04 Property owner(s) Jay & Melissa Sutherland Living Trust Day phone Mailing address 944 W 1 Oth Ave, Anchorage, AK 99501 Site address NHN Marino Dr, Anchorage, AK 99516 Legal description (Sub'd., Block & Lot) Rabbit Creek View & Heights Block 7H Lot 3A Legal description (Township, Range & Section) Lot Size. 20,894 _Sq. Ft. Number of Bedrooms Four(4) APPLICATION IS FOR: APPLICATION IS AN: TYPE OF DWELLING: (N all that apply) Absorption Field FX-1 Initial RX Single Family (SF) RX (w/wo ADU) Septic Tank RX Upgrade R Duplex (D) ❑ Holding Tank R Renewal R Multiple Dwellings ❑ Privy ❑ (SF and/or D) Private Well RX Water Storage R 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: 1 /3 ( IL Waiver Fees: Date of Payment: Receipt Number: Permit No. Date of Payment: Receipt Number: Waiver No Permit App—'-'- : - ; August 16, 2024 MOA Development Services, On-Site Water & Wastewater Program 4700 Elmore Rd Anchorage, AK 99507 Subject: Rabbit Creek View & Heights Block 7H Lot 3A – NHN Byron Drive Septic system design Dear On-Site Services Engineer: The owner of the above lot intends to build a 4-bedroom home on the property, so we are submitting this permit application for the construction of a new well and septic system. The attached site plan identifies the location of the home as well as the proposed well, septic location and alternate site. 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 moderate slopes, going downhill to the northwest corner. There are no slopes greater than 25% within 50 feet downslope of either the primary or alternate site. 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. The system is being designed based off test holes done in the public muni records. Prior to installation a confirmation test hole must be dug to verify soils, perk rates, and depth to ground water. If there are any differences construction will stop while a change order will be submitted. Wells on this and adjacent lots are shown. The new system will be a minimum of 50’ from all wells and surface water, and more than 5’ away from the septic tank. The alternate site is located more than 6’ away. Please refer to the attached 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 OSP241265, Curtis Townsend, 08/26/24 ALTERNATE SITE Benjamin Schiller CE 12592REGISTEREDPROFESSION A L E N GINEER 1"=30' CAT III 30' LONG x 5' WIDE, 0.5' EFFECTIVE DEPTH ABSORPTION TRENCH W/ MT WITHIN 1' FROM END OF TRENCH 1500-GAL ADVANTEX TANK w/ AX20 POD CO - CLEANOUT 2CO - DOUBLE CLEANOUT FCO - FOUNDATION CLEANOUT FS - FLOW SPLITTER VALVE MH - MANHOLE MT - MONITORING TUBE SV - SEPTIC VENT TH - TEST HOLE LEGEND RABBIT CREEK V&H, BLOCK 7H LOT 3A FEET 0 30 60 ≥15' NOTE: ALL WELLS ON SURROUNDING LOTS WITH IMPACTS TO THIS PROPERTY ARE SHOWN. NO CONFLICTS WITH WELLS OR SEPTIC SYSTEMS. BYRON DRIVE PROPOSED 4-BDRM HOME SEPTIC PLAN 8/15/24 10' UTILITY EASEMENT PUMP VAULT PROPOSED WELL W/ 50' & 100' RADIUS DRIVEWAY DECK MT MT FCO PANNONE ENG. TH#1 CONFIRMATION TEST HOLE PRIOR TO INSTALLATION 1385 1390 1395 1400 1405 1410 1415 LOT 4A VACANT NO WELL OR SEPTIC SYSTEMS LOT 2A VACANT NO WELL OR SEPTIC SYSTEMS NO SEPTIC SYSTEMS WITHIN 100' OF PROPOSED WELL NEIGHBORING WELL W/ 50' RADIUS ≥10' MOA MAPPED WETLANDS ≥15' Municipality of Anchorage On-site Water and Wastewater REVIEWED FOR CODE COMPLIANCE OSP241265, Curtis Townsend, 08/26/24 RABBIT CREEK V&H, BLOCK 7H LOT 3A 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: 9.8 MIN/IN APPLICATION RATE: 5 GPD/SF 5-WIDE TRENCH SYSTEM 1500-GAL FAP 2.0 ADVANTEX SYSTEM BOTTOM OF TRENCH: 6' BELOW GRADE FLOW LINE ELEVATION: 5' 6" BELOW GRADE 600 GPD / 5 GPD/SF (/ 5' WIDE * 1 RED FACTOR [0.5 DEEP]) = 24.0 LF TRENCH REQUIRED (30.0 LF SPECIFIED) 6" 8/15/24 5' 6" 5' DRAINFIELD ROCK GEOTEXTILE FABRIC 1 1 4" PVC w/ 20 - 1 8" ORIFICES EVENLY SPACED @ 1.5 OC PROVIDE ADDITIONAL FILL TO ACCOUNT FOR SETTLEMENT Municipality of Anchorage On-site Water and Wastewater REVIEWED FOR CODE COMPLIANCE OSP241265, Curtis Townsend, 08/26/24 MUN1CtPAI,ATY OF AN(`U0RA(-x`[: ADN,"ANCED SYSTFM N 1AINTENANCE ANDRf, -*AIR AGRFEMUN'T THISNIAINITT,NANCE ANNID REPAM AGREEMENT. It r ' e ern tile "AGR 1, [4-MEN'fl, "nade aond enteredinto as s 2's+ofthi'D2by arid T mra,s; fir0tskiy herein the �0 WNER," and th CMUtficipailtv of Anchorag Iiereint.be"MUNICI,PAI.Il'Y",i in accordance with Anchora,( ge,�s,junicil)a, Co(,( (NM015',65-365, hi consideration ofthe mutual coveMints contained herem, the parties vorhis Ag greement agree as follows 1, Advanced WastewaterTiLeatment, Sys flie]\ L nic'P�Ilirly gants perniission to Z-11 Owner to Litilize and operate an Advanced Wastmaterl-'re,,,itment Svstem (AWWj-s, described as AdvantexSeptil- system located at (Iegal descniption) RABBI CREED; VIEW -& HEIGHT 13 BLK 7H L3 3A Maintenance, Repairs and Alterations, (,Owner is required to read, understand and initial cacti section) Throughout tile temi of this Agreement, tile Ov,ner shall enter'Moa sen;ice a2reemerit, di an AWWTS service and maintenance provider approved by the N/lunicipalit'y or t"he nianu "Acturer's representative, The AWWTS shall be maintained in a sansfaciory C011"Idition Capable of peil'orming as designed and producinig treated septic effluent in acc-ordance with the equipment's approval for operation, in theIMUllicipaliq-, -rat to '01 a I It shall be the responsibility of the Owner dur-inn the temi of this Agreem- pay f rafl repairt's), maintejjajjc" stment(s), replacemenc., a t ostsnI d nspection costs. ad j, u in-ludes an annual i1jainienarice fee (typically $400 to $601.'!) T F agrees that only maintenance and repair personnel approved by the%,4ur1i6 ali v ()I'the M all utl'acturer's representative will inspect and make any necessary irmlll.Teflal 'ice, Off'Permitted alterations ti') thes'ystem T �l ,Ju:Qedgles that regular maintenance (if an AWW"I'S reduces 14 h id "klre of the SN"Stem, %,� hich could i oclude seivage backup arul ck--jtjv repairs or drairnf 6' . l,'VVledges that the ►i � � t may request records �� nt � cand n repair frontthe ntarruf`ac<turer s r presentative or maintenance provider. ` rr rac rrc lr,cl " that the fire four failing to maintain and repair an AWWT m try P sl in accordnce %`ith AMC 1 ,60,010, owner ages to grant the Municipality � €� test and inset h �ra } 'errs, The rrrrt t f t = will l vleast -hour ri ft . �n i agrees that nn ' sale or transfer of title of`the property. will not occur without a ne�� Certificate of on -Site SysteVs, �pprcrval: I owner a4�re s that the AWWTS installation and maintenance requirements as provided mwy�� y the, W ventlor,"inst ff r and approvedby the Municipalit,�3 are the governing guidelines for the Construction,maintenance and repair of the Owner's TS, Owner agrees to maintain remote monitoring cifthe AWWTS as required by the MNI'VNITS approval �V_er_m. The term of this Agreement shall Begin on the bate of'approval by the unicipalitl' to operate the installed system, or upon transfer of title, and shall continue while the AWWTS is operational or until title is transferred, , .onwaiver. The failure of"the fu ici ality at any t are to enforce a provision of this Aereement shall in no � av constitute a waiver of'tlre provisions. nor n air ways at ct the validity of the Agreement or any part hereoff,. or the right of'tile Municipality thereafter to enforce every provision hereof Amendment. This Agreement shall only he amended by authorized representatives of` the t ,, -ner and Municipal t •. .any attempt to amend this of reernent by either an unauthorized representative or unauthorized means shall he void, 6 uris i ti2n: !Lhoice, of Law. Any cisil ac on an"Sing from this Agreement shall be brought in the Superior Court for the Third Judicial District ofthe Mate of Alasica .at Anchorage. The laws of the `Mate of`> Alaska shall govern the rights ant' ohliL£ati� rrs of the p rbe,_,i under this Agreernent, 7 Se `rrrrhifit . = rr • provisirrrrs ofthis Agreement decreed invalid lei' r r.Or"rr"t of* C,0mf tent urisdilctioll shall flat invalidate the remaining provisions of"the ; re "Ier't �� SEP. si t m eats; /2112 ASHLEY SMITH Notes PubtIc LASKA State f Alaska.5rATE. OF' ,"jj,RD, rD.. t)ISTRICT i � a kd s ��• rise this `v day m# �,�?am : My miin expires Signature) ------ Page 1 of 1 Crewdson, James A. From: Steve Pannone [Steve@panengak.com] Sent: Tuesday, June 23, 2015 2:10 PM To: Crewdson, James A.; Joseph Lawendowski Cc: 'hickey.dylan@gmail.com' Subject: REMPROM Acknowledged Steven R. Pannone, P.E. Pannone Engineering Services, LLC Office: (907) 272-8218 Fax: (907) 272-8211 From: Crewdson, James A. [mailto CrewdsonJA@ci.anchorage.ak.us] Sent: Tuesday, June 23, 2015 10:08 AM To: Steve Pannone; Joseph Lawendowski Cc: 'hickey.dylan@gmail.com' Subject: FYI: RCV&H B7H UA Steve and Joe, The owner of RCV&H B7H Ll OA, Dylan Hickey, called me on 6/8/15 and again on 6/22/15 to express his concerns regarding a septic permit (SW080083) for Lot 3A. He indicated his well had not been accounted for during the design phase of the project, and that it's much less than 100 feet from the proposed drainfield on Lot 3A. Per On -site's records, he appears to be correct. At this time, the most recent activity found in the Lot 3A file is the long expired 2008 well and septic permit. So this email is an FYI for you to note if the project ever comes back to life. I'll put a copy of this email in the Lot 3A file. Thanks Jay James "Jay" Crewdson, P.E. Civil and Environmental Engineer Municipality of Anchorage - Development Services Division On -Site Water and Wastewater Program Location: 4700 Elmore Road Mail: P.O. Box 196650, Anchorage, AK 99519 v. 907.343.7908 f. 907.249.7601 6/23/2015 MUNICIPALITY OFANCHORAGE 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 f WATER SUPPLY PERMIT Renewal Permit Number: SW080083 Date Issued: Jun 17, 2008 Expiration Date: Jun 17, 2009 Parcel ID: 020-571-04 Legal Description: RABBIT CREEK HEIGHTS BLOCK 7H LOT 3A Design Engineer: 0062 PANNONE ENGINEERING SERVI( Site Address: 7840 BYRON DRIVE Owner Name: TODD ELMORE Lot Size: 20894 SO. FT. Owner Address: 11661 FRANCES CIRCLE Total Bedrooms: 4 Permit Bedrooms: 4 ANCHORAGE. AK 99515 - This permit Is for the construction of: ❑V Disposal Field Q Septic Tank ❑ Holding Tank ❑ Privy Q 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 catling (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 dosed on the same day. B. Covered, seated, and heated to prevent freezing. 5. The following special provisions. -ONSITE PROGRAM TO BE NOTIFIED A MINIMUM OF 2 HOURS PRIOR TO ANY INSPECTION. Received Issued By %li �l� . iGt�f�(.i/ Date: '�b e 0 By 2� �'r'' / Date: b Z,newa Municipality of Anchorage 0 t, Development Services -Department Building Safety Division ' On -Site Water and Wastewater Program t s. .., 4700 Bragaw Street P.O. Box 196650 Anchorage, AK 99519-6650 www.muni.orglonsite (907)343-7904 ON-SITE SEPTIC/WELL PERMIT APPLICATION FOR A SINGLE FAMILY DWELLING Parcell.D. �•D' J�/-(�� Property owner(s) ~( C7iJ'� L�c*�c o� (3 Day phone 2�' Mailing address;Zip Code Site address `D li U �Y2o^J Zip Code 4 q 9_� & Legal description (Sub'd, Block & Lot) 2((a_i�2T2rT Cf - L/- E --7S Q` L 3 A Legal description (Township, Section & Range) Lot Size S R t(- Sq. Ft. THIS APPLICATION IS FOR (®all that apply): Absorption Field ❑ Septic Tank ❑ Holding Tank ❑ Privy ❑ Private Well Water Storage ❑ Number of Bedrooms THIS APPLICATION IS AN: Initial ❑ Upgrade ❑ Renewal ®� Sciib Co �rzraNS Eln✓ a No"� c IRAN o cd� I certify that the above information is correct. I further certify that this application is being made for a Single Family Dwellin in accordance with applicable Municipal Codes. (Signature of property owner or authorized agent) Permit/Rush Fees: (/ Date of Payment: Receipt Number: `✓ o (Rev. 7 V05) Waiver Fees: _ Date of Payment: Receipt Number: MUNICIPALITY OF ANCHORAGE Development Services Department On -Site Water 6 Wastewater Program 4700 South Bragaw Street P.O. Box 196650, Anchorage, AK 99519.6650 (907) 343-7904 ONSITE WASTEWATER DISPOSAL SYSTEM / WATER SUPPLY PERMIT Renewal Permit Number: SW070113 Date Issued: Jun 18, 2007 Expiration Date: Jun 17, 2008 Parcel ID: 020-571-04 Legal Description: RABBIT CREEK HEIGHTS BLOCK 7H LOT 3A Design Engineer: 0062 PANNONE ENGINEERING SERVI( Site Address: 7840 BYRON DRIVE Owner Name: TODD ELMORE Lot Size: 20894 SO. FT. Owner Address: 11661 FRANCES CIRCLE Total Bedrooms: 4 Permit Bedrooms: 4 ANCHORAGE. AK 99515 - This permit Is for the construction of: ❑7 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. 5. The following special provisions. -ONSITE PROGRAM TO BE NOTIFIED A MINIMUM OF 2 HOURS PRIOR TO ANY INSPECTION. INSPECTIONS MUST OCCUR BETWEEN B:OOAM & 4:OOPM MONDAY THRU FRIDAY. Received B . Dat 7-0 6 --cc Issued By. ( / O)• Date: ( " ) 49 — 07 Municipality of Anchorage Development Services Department / Building Safety Division On -Site Water and Wastewater Program 4700 Bragaw Street P.O. Box 196650 Anchorage, AK 99519-6650 www.muni.orglonsite (907) 343-7904 ON-SITE SEPTIC/WELL PERMIT APPLICATION FOR A SINGLE FAMILY DWELLING Parcel l.D. O ZQ - S%I-" 0 Propertyowner(s) Vve'V Mailing address 11 I-/'a"C e- ZD phone 750-793' Site address -713 Q�.ro^ ,l%r/`tee Zip Code Legal description (Sub'd, Block & Lot) z cl/ Sd Legal description (Tow`n'ship, Section & Range) Lot Size Z O , '0 9 7 Sq. Ft. THIS APPLICATION IS FOR (®all that apply): Absorption Field 0 Septic Tank Holding Tank ❑ Privy ❑ Private Well Water Storage ❑ Number of Bedrooms Y THIS APPLICATION IS AN: Code Initial ❑ Upgrade 11to 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: �Waiver Fees: Date of Payment: / Date of Payment: Receipt Number: 9 (ro 1-5 Receipt Number: (Rev. 11/05) MUNICIPALITY OF ANCHORAGE Development Services Department Onsite Water B Wastewater Program 4700 South Bragaw Street P.O. Box 196650, Anchorage, AK 99519-6650 (907) 343-7904 ON-SITE WASTEWATER DISPOSAL SYSTEM I WATER SUPPLY PERMIT Initial Permit Number: SWO60154 Date Issued: Jun 15, 2006 Expiration Date: Jun 15, 2007 Parcel ID: 020-571-04 Legal Description: RABBIT CREEK HEIGHTS BLOCK 7H LOT 3A Design Engineer: 0062 PANNONE ENGINEERING SERVI( Site Address: 7840 BYRON DRIVE Owner Name: TODD ELMORE Lot Size: 20894 SO. FT. Owner Address: 11661 FRANCES CIRCLE Total Bedrooms: 4 Permit Bedrooms: 4 ANCHORAGE. AK 99515 - This permit is for the construction of. ❑✓ Disposal Field E] 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 catling (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 B Date: O bO 6 Issued By. Date: Municipality of Anchorage • Development Services Department j 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. 020.571.04 ZD Property owner(s) Todd Elmore Day phone 250.7935 Mailing address11661 Frances Circle Zip Code 99515 Site address 7840 Byron Drive Zip Code Legal description (Sub'd., Block & Lot) Lot 3A. Block 7H Rabbit Creek Heights Legal description (Township, Range & Section) Lot Size 20,894 Sq. Ft. THIS APPLICATION IS FOR (® all that apply): Absorption Field Septic Tank Holding Tank ❑ Privy ❑ Private Well ❑ Water Storage ❑ Number of Bedrooms 4 THIS APPLICATION IS AN: Initial El 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. Pannone Engineering Services, LLC . (Signature of property owner or authorized agent) Permit/Rush Fees:�WO f $175 Waiver Fees: Date of Payment: j��y106 Date of Payment: Receipt Number: 016 76 Receipt Number: (Rev. 11/05) Pannone Engineering Services, LLC P.O. Box 102954 Consulting Engineers Anchorage, Alaska, 99510 (907) 272-8218 (907) 272-8218 Fax May 14, 2006 Municipality of Anchorage Development Services Department On -Site Water & Wastewater Program 4700 S. Bragaw Street P. O. Box 196650 Anchorage, Alaska 99519 Subject: Lot 3A, Block 7H Rabbit Creek Heights S/D Well and Septic System Permit Request Ladies and Gentlemen: I am writing to request a permit to construct new well and septic system be issued for this property. The proposed systems will serve a proposed four-bedroom house. Currently the lot is undeveloped. The well will be located in the northwest corner of the lot, over 100 feet from the proposed septic system and neighboring septic systems. 1. Soils. See the attached soils log. Ground water was monitored for through the seasonal high ground water of fall of 2005. Ground water was measured at a depth of ten feet below ground surface on October 15th. Bedrock was not encountered in the test hole. It is my opinion that the overall soils appearance of the soils, an application rate of 4 gallons/day/square feet should be used using a class III advanced treatment system. 2. Trench Design. a. Percolation Rate: b. Application Rate: c. Number of Bedrooms: d. Design Flow: e. Min. Absorption Area: L Total depth: g. Eff ective Depth: h. Width: L Reduction Factor: j. Minimum Length: k. Design Length: 1. Effective Absorption Area: m. Septic Tank Size: Cont'd on page 2 C:\Work\Letters\3A-7H Rabbit Creek Hts.doc 6-15 Min Per Inch 5.0 gpdpsf 4 600 gallons per day 120 sf 1.5 feet 0.5 feet 5 feet 0.0 24 feet 60 feet 300 sf 1500 gallon Advantex W/AX20 Pod. Page 2 3. Surface Water: There is no surface water within 100 feet of the proposed system. The proposed systems will maintain at least 100 feet from all surface water and drainage ditches. 4. Topography: The average topography in the area of the proposed septic system is approximately 15 to 20 percent in the area of the SAS (based on existing topographic survey conducted in 2002). The proposed installation will not affect the future development of the surrounding or existing lots. There are no wells or septic systems within 100 feet of the proposed septic location. If you have any questions or concerns, please contact me at 227-3522 or 272-8218. Sincerely, Steven R. Pannone, P.E. Civil Engineer Attachments: C:\WORK\LETTERS\3A-7H RABBrr CREEK HTS.DOC PERMIT NO:SW05 DESIGN DRAWING P.I.D. NO: 020-571-04 WASTEWATER DISPOSAL SYSTEM LOT 3A BLOCK 7H RABBIT CREEK HTS S/D, THI aC EXISPG PERMITTED �_ SAS SYSTEM \ 6-L F •EXISTG WELL e/ ! •'�'' •' DICK WITH IITER4 NT AREA DEVELSEPTICSOPED. PTICo WAVR FLOW URING 100 FEET OF WAN n ,T}I 8 ! /$ 1 ` S70R VENTS PROPOSED SYSTEM B IRO f \ PROPOSED Y �'\ WELL B +b PROPOS ---,WELL PROPOSED PROPOSED I BR MOUSE \ ♦ '•�I SR HOUSE \fir♦` L �*; � �� 11.2 � �• � PROPOS D150 m ♦ �� y� � 'w+ �; STEP TANPO ADVA U AX20 D X20 POT \ 6 AUXX PUMP VAULT PROPOSED PRIMARY SAS / \ 2 EA 51VIDE x 30 LF x 0.5'ED• V TO 10.0 SEPTIC AREA AREA UNDEVELOPED .8 11�� / \ \` \ 18% ,,,a AREA UNDEV1:tOeED 18% •`�� NO WELLS OR SEPTICS ��••ou �• %�•. \ eas' +NO WELLS OR SEP\ nu,e WAN 100 FEET PROPOSED SYSTEM 1 WAN 100 FEET f PROPOSED SYSTEMS I \ �_- __________ __________10.8 1 _ _ CAUTION! ,PROPOSED REPLACEMENT SAS - - - - - - - - - �� gUR!ED U 2 EA SWOE x 30 LF x 0.5' ED, V TO ,` -� EXISTG SAS SYSTEM `\` EXISTG SEPTIC EXIST'G SEPTIC AREA 7 AREA DEVELOPED. AREA 7 AREA DEVELOPED. ` NO WELLS WAN NO WELLS WAN 100 FEET OF 100 FEET OF C {�` PROPOSED SYSTEM PROPOSED SYST MI L 10- 1 \ `� , NOTES: 3) Maintain 10' separation to all 5) Contour data from field .� .��• OF X44 1) All work shall be performed In lot lines and water lines, unless survey conducted September I. •(P;.••" �♦ accordance with AMC15.65. noted otherwise. r 5,•'' ♦ 2005 by Gastaldi Surveys {x :' 49 TH �, ♦f 2) Materials used shall be in 4) Lots served by private water ••••••••; f accordance with those specified In system. No wells within 100' of �.....r.. ......1.....f AMC15.65, Wastewater Disposal. proposed system. fPREPARED FOR: f Steven R. Pannone PANNONE ENG. SVC, LLC St ♦♦ 6149 ''Am Todd Elmore P. 0. BOX 102954 ♦ a 11661 Frances Circle ♦♦��?••'�'i Anchorage, AK 99515 ANCHORAGE, ALASKA 99510 ♦4•,,,, ;'.�x► 250.7935 GATE: 35202 P,22772-8218 Fax scAl c• ,•-��• PLAN PERMIT NO:SWO6 DESIGN DRAWING DETAILS P.I.D. NO: 020.577.04 WASTEWATER DISPOSAL SYSTEM LOT 3A BLOCK 7H RABBIT CREEK HTS SID, t ON3 My" IV o$ It ; ;a Deni tloLNon � rc 5 1111111 c u ?y1� , ir5 \SapO '.Y O �- r'+J Y1 r r�G'1 pp Q r }`�'.� ✓ ti 1' o e o Lr g°f W W K W OIVOISN1V LL 3Bn11pLNon '. 7, : t'.+ O 0 n a r —T an a3 as v, �via 3� L > a d x 310HNVn I Ino NY= o O r lnO NY313 OF '•• z Q F .�f . Cp • i co�'• mo.....J.... ........1..... NOI1VONfgi • • ............... ♦ ;Steven R. Pannone 'Steven PREPARED FOR: PANNONE ENG. SVC, P.O. BOX 102954 LLC 11 E 81 �9l S� 1•• Todd Elmore 11661 Frances Circle 99515 ANCHORAGE, ALASKA 99510 227-3522 P, 272-8218 Fax 250-7935e, AK DATE: 5.14-06 DETAILS SCALE: NTS PERMIT NO: SW06 DESIGN DETAILS WASTEWATER ABSORPTION SYSTEM LOT 3A BLOCK 7H RABBIT CREEK HTS S/D, P.I.D. NO: 020.571-04 DESIGN CALCULATIONS Number of Bedrooms -4 Total Bedrooms -4 Design flow -150 gallbr/day, Total flow - 600g/day C7 ,en R. Ponnone No. CE 8149 _, I" TANK SIZE: 1500 gallon Advantex tank SOIL ABSORPTION SIZE: Advantex Sewer System AX20 Pod - Class III System Pero Rate= 6-15 minfinch Application Rate= 5 GPD/SF Size Required= 600 GPD/5 GPD/SF = 120 SF Use bed, 0.5' effective 20' Long by 15' Wide 20 LF x 15' x 0.5'= 300 SF Total Todd Elmore 11661 Frances Circle Anchorage, AK 99515 250-7935 P. O. BOX 102954 ANCHORAGE, ALASKA 99510 272-8218 PHONE & FAX CALCULATIONS SOILS LOG - PERCOLATION TEST PANNONE ENGINEERING SERVICES P.O. BOX 102954 ANCHORAGE, AK 99510 (907) 272-8218 PERFORMED FOR: Todd Elmore DATE PERFORMED: 9-17-05 LEGAL DESCRIPTION: LOT 3A, Block 7H Rabbit Creek HIS SID 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 16 19 20 TEST HOLE 1 DATE GROSS TIME TOPSOIL OR NET DROP Bmwn Sltly GM/ SAND 6 GP GRAVEL GM/ SM BOH Grey Silty SAND 6 GRAVEL SLOPE WAS GROUND WATER . ENCOUNTERED? N IF YES, AT WHAT DEPTH? -0-' DEPTH TO WATER AFTER MONITORING? DATE: WATER MONITORING DATE DTW ID -8-05 11.1' ID -15-05 10.9' 1.21-06 11.1' 4-15-06 13.5' 5.1-06 13.5' 5.7-06 12.5' 5.14-06 11.4' SLOPE TH 1 x READING DATE GROSS TIME NET TIME DEPTH TO WATER IDTN1 NET DROP 4.1" 13:27 — 3 7/6' — 13:57 30 6 15/16' 31116. 13:35 — 3 7lr — 14:27 30 6 15/16' 3 1/16' 14:27 — 4- 14:57 30 7 1116' 3 1/16' PEROLATION RATE9.8{minAnch) PERC HOLE DIAMETER 6Inches TEST RUN BETWEEN 6 FT AND 7 FT COMMENTS: Test hole excavated by Owner. Test Hole was presoaked before pert test. PERFORMED BY: Steven R. Pannone. P.E. i CERTIFY THAT THIS TEST WAS PERFORMEn IN ArrOPTI