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Home My WebLink AboutPELENOR BLK 1 LT 4Onsite File } y � s : > y x » ° « : a ..77,\ . Ft 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: OSP211196 Work Type: WellSeptic Initial Tax Code Number: 06032142000 Site Legal Address: PELENOR BLK 1 LT 4 G:0254 Site Mailing Address: Owner: BARTEL AARON Design Engineer: PANNONE ENGINEERING SERVICES This permit is for the construction of: Q Disposal Field Q Septic Tank ❑ Holding Tank. ❑ Privy Effective Date Expiration Date: Lot Size in Sq Ft: Total Bedrooms: �rnCnt �o 1 f DeI)arimell t 6/10/2021 6/10/2022 45506 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 C0 I %/Zolz l 5TfiC_ 10Co�t),on mowd , �h k / Received By: Issued By: Date: Date: /�� M MUNICPAUTY N CHORAGE .-Vic'^',.`._ C mmunity Development Department ' �; Phone: 907-343-7904 Development Services Division Fax: 907-343-7997 On -Site Water 8, Wastewater Program ON-SITE SEWER/WELL PERMIT APPLICATION Parcel I.D. 060-321-42 Property owner(s) Aaron Bartel Mailing address 2251 Cinnabar Loop, Anchorage, 99507 Site address NSN Bernard Drive, Eagle River Day phone Legal description (SUb'd., Block & Lot) Pelenor, Block 1, Lot 4 Legal description (Township, Range & Section) Lot Size 45,506 Sq. Ft. Number of Bedrooms 4 APPLICATION IS FOR: APPLICATION IS AN: TYPE OF DWELLING: Date of Payment: (® all that apply) Receipt Number: Permit No. 0`--J-- P Z l 1 I g 6 Waiver No. Absorption Field X❑ Initial FX -1 Single Family (SF) X❑ ADU) Septic Tank X❑ Upgrade El(w/wo (D) ❑ Holding Tank ❑ RenewalDuplex ❑ Multiple Dwellings ❑ Privy ❑ (SF and/or D) Private Well ❑X 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'32 Waiver Fees: Date of Payment: (0 Date of Payment: Receipt Number: 05 4 l Ci Receipt Number: Permit No. 0`--J-- P Z l 1 I g 6 Waiver No. Permit App__- :• : .,:c Municipality of Anchorage On-site Water and Wastewater REVIEWED FOR CODE COMPLIANCE OSP211196, Deb Wockenfuss, 06/10/21 DESIGN PARAMETERS PRIMARY SEPTIC SYSTEM NO. BEDROOM: 4(600 gpd) TANK SIZE: 1250ga1 SOIL RATING: 1.2 GPD/SF AREA ROD: 500 SF SYS. TYPE: WIDE TRENCH - 2.0'ED RF: 0..7 ADJ AREA: 350 SF MIN LENGTH: 70LF USE : (2EA) 35LFx5.0'Wx2.0'EDx7.0'TD TOTAL AREA: 500SF DESIGN PARAMETERS RESERVE SEPTIC SYSTEM NO. BEDROOM: 4(600 gpd) TANK SIZE: 15009 ADVANTEX W/ AX20 POD SOIL RATING: 6 GPD/SF AREA RQD: 100 SF SYS. TYPE: WIDE TRENCH - 2.0'ED RF: 0.70 MIN LENGTH:14LF USE : 15LFx5.0'Wx2.0'EDx7.0'TD TOTAL AREA: 107SF LEGEND GD� W WATER LINE/ WELL RADIUS SS NEW SEPTIC ABBREVIATIONS TH TEST HOLE (P) PROPOSED (E) EXISTING CO CLEAN OUT NO. MT MONITOR TUBE NO. TYP TYPICAL _M \� – ---�— — — ---\------ ------ - — — — – ------- I - — ----------- 3 3\-_-670 _---- --___ I �\ TH17675 07-05 ` ` /I/ \ - WELL (P) I 4BR I HOUSE - - - -E686I INSTALL 1250 al SEPTIC TANK P / (P) INSTALL FC BEFORE & DCO AFTER INSTALL DRAIN FIELD(P) NN i \ TH1707-06 (2EA) 35LF x 5.0'W x 2.0'ED x 7.0'TD INSTALL CO & MT AT EACH END. INSTALL FS BEFORE \I AREA NIC - 15' T&E EASEMENT — BASED ON CAT III - - ------ -- --� BERNARD DRIVE I` NOTES: PA,MONE ENG WC,LLC P.O. BOX 100217 ANCHORAGE, AK 99510 PHONE (907) 272-8218 FAX (907) 272-8211Cj �� ,� ,(� OF A�'gs��0 •� 0 y �� 49 p . d 0 ..... ... Q Steven f'Bnnome ��%'cc CE 8149 84�'ROFESSIONP��oo Date 7/19/2021 CHANGE ORDER Scale 1 PELENOR, BLOCK 1, LOT 4 AARON BARTEL NSN BERNARD DRIVE EAGLE RIVER, AK P.I.D. NO 060-321-42 PERMIT PERMIT N0. OSPXXXXXX PLAN Sheet 1 OF 2 Municipality of Anchorage On-site Water and Wastewater REVIEWED FOR CODE COMPLIANCE OSP211196, Deb Wockenfuss, 06/10/21 SOILS LOG — PERCOLATION TEST TH1707-05 TOPSOIL SLOPE SITE PLAN OR 1 2 WELL ::' N 3 - 4 5 6 TEST SEPTIC RESERVE HOLE AREA 7 SM/GM BROWN SILTY 704 TH 707-05 10,000SF SANDY '11C RESERII€ LOT 5 8 GRAVEL EA D00SF 45,308SF SEPTIC RESER A TH1: 9 AREA A TH1709-001-R•A• 10,000SF 10 Alibi TH1: 11 11111 BERNARD Dri 12 1 13 V 750CT17 SLOPE 14 — — WAS GROUND WATER BOH ENCOUNTERED? N DATE PERFORMED: 22JUL17 TH 1 IF YES. AT WHAT DEPTH? -NA- X DEPTH TO WATER AFTER MONITORING? - NA - DATE: O1 AUG2017 13.5' 25OCT17 CLOCK WATER RATE SOIL TEST RESULTS/ANALYSIS READING DATE TIME NET TIME LEVEL NET DROP (MPI) • PERCOLATION RATE 2.5 (min/Inch) READING (Hydrologic Soils Group: HSG A) 1 22JUL17 1415 5.900" • PERC HOLE DIAMETER 6" 2 1425 10 MIN 10.270" 4.4" 2.3 • TEST RUN BETWEEN 5.0 FT AND 6.0 FT. 3 1426 5.900" • TEST RUN FOR OVER AN HOUR, LAST THREE READINGS PROVIDED. 4 1436 10 MIN 9.799" 3.9" 2.6 5 1437 5.900" 6 1447 10 MIN 9.870" 3.9" 2.5 COMMENTS:Test hole excavated by the homeowner. PERFORMED BY:Joseph Lawendowski. I CERTIFY THAT THIS TEST WAS PERFORMED IN ACCORDANCE WITH ALL STATE AND MUNICIPAL GUIDLINES IN EFFECT ON THE DATE OF THIS TEST. NOTES: PANNONE ENG SVC, LLC OF Dote 08/22/2017 SOILS TEST FOR SUBDIVISON P.O. BOX 102954 ANCHORAGE, AK 99510 •'"""'• PHONE (907) 272-8218 FAX (907) 272-8211 4P"". i Scale *"• 1ii ��* P.I.D.1'NO00 BERNARD ADDN B1 L5 •• •SITE: NHN BERNARD RD "��even"I�. �an41a nore PERMIT NO. DRAWN JRL MICHAEL WIGHT & RACHEL CUMMINGS CE 8149 osPxxxxxx SOILS LOGS 4201 O'MALLEY ROAD o;"•.••• .• ' Sheet ANCHORAGE, AK 99507 �� 7 OF 13 SOILS LOG — PERCOLATION TEST TH1707-06 TOPSOIL SLOPE SITE PL OR 1 2 -- iff�� WELL P • in' 3 SM/Gm ORANGE ql SILTY SANDY -----_____- 4 GRAVEL 5r 0 ji SEPTIC RESER 6 AREA 707-05 10,000SF LOT 6 ., 41 7 SM/GM BROWN SILTY 45,944SF SANDY 8 GRAVEL SEPTIC RESER TH1 07-061 AREA 9 X TEST 10,000SF ` � HOLE IMIIIIIIIIIIIIIII '""m",' 1 10 TH 707-:OAS TWO II BERNARD Drive ...... 11 ...... 25DGT17 12 — 7= %Or AM I ,_1 13 WAS GROUND WATER SLOPE 14 BOH ENCOUNTERED? Y DATE PERFORMED: 22JUL17 TH 1 IF YES. AT WHAT DEPTH? -12- X DEPTH TO WATER AFTER MONITORING? - 12 - DATE: 01 AUG2017 11.5' 250CT17 CLOCK WATER RATE SOIL TEST RESULTS/ANALYSIS READING DATE TIME NET TIME LEVEL NET DROP (MPI) • PERCOLATION RATE 3.8 (min/inch) READING (Hydrologic Soils Group: HSG A) 1 22JUL17 1315 - 5.900" • PERC HOLE DIAMETER 6" 2 1325 10 MIN 9.086" 3.2" 3.1 • TEST RUN BETWEEN 5.0 FT AND 6.0 FT. 3 1326 5.900" - • TEST RUN FOR OVER AN HOUR, LAST THREE READINGS PROVIDED. 4 1336 10 MIN 8.480" 2.6" 3.8 5 1337 5.900" 6 1347 10 MIN 8.480" 2.6" 3.8 COMMENTS:Test hole excavated by the homeowner. PERFORMED BY:Joseph Lawendowski. I CERTIFY THAT THIS TEST WAS PERFORMED IN ACCORDANCE WITH ALL STATE AND MUNICIPAL GUIDLINES IN EFFECT ON THE DATE OF THIS TEST. NOTES: PANNONE ENG SVC, LLC Dote SOILS TEST FOR SUBDIVISON 9I4•t� 08/22/2017 P.O. BOX 102954 ANCHORAGE, AK 99510 �p'�'•• "'•''i1� PHONE (907) 272-8218 FAX (907) 272-8211 �"•• , Scole ' *.' . • I. �� •.* 1'=100' 's BERNARD ADDN B1 L6 �a�''f "' -P.I.D. NO SITE: NHN BERNARD RD Yeven A. •annore PERMIT NO. DRAWN JRL MICHAEL WIGHT & RACHEL CUMMINGS CE 8149 ; v;•,�.., OSPXXXXXX 4201 O'MALLEY ROAD SOILS LOGS Sheet ANCHORAGE, AK 99507 �� 8 OF 13