Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
Home
My WebLink
About
NETTLETON ACRES #1 S9215
y x� MEsr. RQ I HEALTH AUTHORITY APPROVALS SEWER & WATER MAIN EXTENSIONS SEWER & WATER INSPECTION ENGINEERING STUDIES AND REPORTS WELL INSPECTION & FLOW TEST SITE PLANS ROAD DESIGN SOIL TEST PERCOLATION TEST STRUCTURAL& MECHANICAL INSPECTIONS ON SITE WASTEWATER DISPOSAL SYSTEM DESIGN April 10, 1992 ROBERT SHAFER, P.E. ROGER SHAFER, P.E. CIVIL ENGINEERS (907) 694-2979 FAX 694-1211 Susan Oswalt /Y Municipality of Anchorage /Y DEPARTMENT OF HEALTH AND HUMAN SERVICES 825 L Street P.O. Box 196650 Anchorage, Alaska 99519-6650 REFERENCE: Nettleton Acres Unit #1, Lots 1, 2, 3, 4, and 5 (Nettleton Acres, Tract A) Dear Susan, In reference to our conversation on April 1, 1992, regarding the above referenced subdivision, the following information and the attached documentation should answer your questions. Attached are well logs for the surrounding properties which we could obtain. There was only one well log for the properties to the East of the above referenced property. The remaining logs are from the West across Hillside Drive. The test holes were checked again on April 1, 1992, for ground water, the monitoring tubes were found to be dry. There should be no affect on the surrounding properties by the construction of the well and septic systems in this new subdivision. The properties to the West, (Panorama Terrace Subdivision; Block 1, Lots 6 and 7 and Block 2, Lots 1A, 2, and 3) have there septic systems in their front yards facing Nettleton Drive and their wells in the back. There is an existing 60' Right -Of -Way (Nettleton Drive) between the two subdivisions and then the additional 10' property line set back required by ordinance on each property. To the West of this property is a 100' Right -Of -Way, Hillside Drive. The North end of the subdivision is Far North Bicentennial/Hillside Park. Attached you will is a copy of a wet lands map. As can be seen by this map there are no bodies of water within 100' of the proposed subdivision. 17034 EAGLE RIVER LOOP, SUITE 204, EAGLE RIVER, ALASKA 99577 S & S Engineering will be supplying your department with the actual slopes of lot 5 as soon as the majority of the snow has dissipated from the lot. At this time it would prove to be a very difficult task for a surveyor to determine the correct slopes and where they exist in the property. In addition, the section line corner which should be at the Northeast corner of Nettleton Acres Unit #1 has been destroyed and it will take quite an effort on our Surveyors part to relocate its position. If you have any questions or we may be of any further service, please contact us at 694-2979. Sincerely, Lynda S. Ulsher Community Planner a m < P, _ /00' SCALE r m N m O `m lX PRO1. POSED \ WELL � MUNICIPAL PARK� PROPOSED WELL ll� T. LOT 5 �o SEPTIC RESERVE AREA / \� \ T.H.#4 LOT SEPTIC / RESERVE AREA #6 rA EPTICESERVE REA T.H. #3 SLOPE PROPOSED 20• ` ELL SRA/N•qG\ '.� T.H. a2 eFS�T ate^ a OT2 'WELL U I SEPTIC \ . RVE �\ PROPOSED .� AREA WELL T.H. #7 SEPTICS �® I / RESERVE �� \ 1 \ AREA t � T.H. Irl\, \ LOT/ l00' WELL RAD PROPOSED WELL OT 7 JL �V LOT 3 Q� L 17T"2 LO,T� 1 XF e m Viet %Q owe s0 FA CA Za : cn Q LOT 8A oti % -n © e ••• :I i • w,� s•a� .1 • ® ` Municipality of Anchorage DEPARTMENT OF HEALTH & HUMAN SERVICES 825 "L" Street, Anchorage, Alaska 99502-0650 SOILS LOG — PERCOLATION TEST PERFORMED FOR:'--�'if-� �-=1I� t'-1'" t DATE PERFORME15% -t G LEGAL DESCRIPTION: �/k.�l-� 1'� Township, Range, Section: P� SLOPE SITE PLAN 13 1 � � 1 +'t- 14 15 16 17 18 19 WAS GROUND WATER k I /) ENCOUNTERED? _ IF YES, AT WHAT DEPTH? Depth to Water Monitoring? Date: � mmm ; Depth to Wat er 20 PERCOLATION RATE �_ (minutes/inch) PERC HOLE DIAMETER TEST RUN BETWEEN5 T AND FT COMMENT PERFORMED BY: 17034 Earle River Loop Road No. 204 I �— CERTIFY THAT THIS TEST WAS PERFORMED IN Eagle River, Alaska 99577 -'2,�/L��Z ACCORDANCE WITH ALL STATE AND MUNICIPAL GUIDELINES IN EFFECT ON THIS DATE. DATE: 71)_nna 1D— A/Rr.1 iW — -" ;(ENGINEEF'S SF. 1Q u I� Municipality of Anchorage DEPARTMENT OF HEALTH & HUMAN SERVICES 825 "L" Street, Anchorage, Alaska 99502-0650 'V-0- Q 3 9p1IAF`1ER SOILS LOG — PERCOLATION TEST No. 8215 t� IS 1K 47 PERFORMED FOR: �l/i'C.Ly I I DATE PERFOR�— LEGAL DESCRIPTION: �►�-�-rJj Township, Range, Section: SLOPE SITE PLAN 10 , WAS GROUND WATER (^ ENCOUNTERED? 11 b t 12 14 J 15 -1 1 -r3. 0. 1+ . IF YES, AT WHAT DEPTH? Depth to Water Monitoring? pFR;FH (F &E -T --Ir ✓`�+ Z- -- 1 ti - 2 •p o 3 4- 6 6 o d� 7 G v 8 ,1 9 10 , WAS GROUND WATER (^ ENCOUNTERED? 11 b t 12 14 J 15 -1 1 -r3. 0. 1+ . IF YES, AT WHAT DEPTH? Depth to Water Monitoring? 20t__] —/t / PERCOLATION RATE A `p (minutes/inch) PERC HOLE DIAMETER W TEST RUN BETWEEN % FT AND FT COMMENTS Sr 8, S ENGINEERING PERFORMED BY: Eagle River ��[e ��SS�� qqcc���p� . 1 � _ CERTIFY THAT THIS TEST WAS PERFORMED IN ACCORDANCE WIT95tE "1?�,�1'E�AND'�i1C1NTCITAL GUIDELINES IN EFFECT ON THIS DATE. DATE: ��(� Depth to Water 20t__] —/t / PERCOLATION RATE A `p (minutes/inch) PERC HOLE DIAMETER W TEST RUN BETWEEN % FT AND FT COMMENTS Sr 8, S ENGINEERING PERFORMED BY: Eagle River ��[e ��SS�� qqcc���p� . 1 � _ CERTIFY THAT THIS TEST WAS PERFORMED IN ACCORDANCE WIT95tE "1?�,�1'E�AND'�i1C1NTCITAL GUIDELINES IN EFFECT ON THIS DATE. DATE: ��(� ® Municipality of Anchorage 4 DEPARTMENT OF HEALTH & HUMAN SERVICES 825 "L" Street, Anchorage, Alaska 99502-0650 SOILS LOG - PERCOLATION TEST �• G� r�- -'I�L7 _ r' PERFORMED FOR: ! 1 l-F�7' t DATE PERFORMED�� i!(.f��i4+ LEGAL DESCRIPTION: �t�I�i�_s1 Township, Range, Section: SLOPE SITE PLAN 2 146 3-/j 4 5 7 8 d D' Q 9- 10 11 .° 12 d - 13--!+ 14 15 16 17 18 19 WAS GROUND WATER ENCOUNTERED? _J n IF YES, AT WHAT DEPTH? Depth to Monitoring? Date Z 20 -{ I lul PERCOLATION RATE (minutes/inch) PERC HOLE DIAMETER I ^ , / TEST RUN BETWEEN FT AND �! FT COMMENTS 'Tt/2��✓��`Y �5�.7 PERFORMED BY: 17c0�34 EagleRiv,-r Leen Road I�-a. 204 1 �� CERTIFY THAT THIS TESTWAS PERFORMED IN WITH ALLRSTAT� AIND M UNIC�7AL GUIDELINES IN EFFECT ON THIS DATE. DATE: �12-5-412— ACCORDANCE 72-008 (Rev. 4/85) i Depth to Water 20 -{ I lul PERCOLATION RATE (minutes/inch) PERC HOLE DIAMETER I ^ , / TEST RUN BETWEEN FT AND �! FT COMMENTS 'Tt/2��✓��`Y �5�.7 PERFORMED BY: 17c0�34 EagleRiv,-r Leen Road I�-a. 204 1 �� CERTIFY THAT THIS TESTWAS PERFORMED IN WITH ALLRSTAT� AIND M UNIC�7AL GUIDELINES IN EFFECT ON THIS DATE. DATE: �12-5-412— ACCORDANCE 72-008 (Rev. 4/85) Municipality of Anchorage DEPARTMENT OF HEALTH & HUMAN SERVICES 825 "L" Street, Anchorage, Alaska 99502-0650 SOILS LOG - PERCOLATION TEST PERFORMED FOR:tG.,j� i 1 I "fes DATE PERFORM, LEGAL DESCRIPTION: �Township, Range, Section: SLOPE SITE PLAN 6 8 0 -o 9 d 0 � 10 f f 11 v � 12 J` 13- 14 3 14 15 16 17 18 19 WAS GROUND WATER I ENCOUNTERED? _0 0 IF YES, AT WHAT DEPTH? _ Depth to Wate er Monitoring? Date: 201 ( 61 u PERCOLATION RATE � (minutes/inch) PERC HOLE DIAMETER 7 TEST RUN BETWEEN FT AND L-2 FT COMMENTS��I PERFORMED BY: 17034 Eagle Riytsr Lena g4a4 NO 2 CERTIFY THAT THIS TEST WAS PERFORMED IN Eagle Rivei•, Alaska 99577 ACCORDANCE WITH ALLSTATE AND MUNICIPAL GUIDELINES IN EFFECT ON THIS DATE. DATE: 72-008 (Rev. 4/85) Depth to Water wVM 01 . IN -�-- SMmmml I �r 201 ( 61 u PERCOLATION RATE � (minutes/inch) PERC HOLE DIAMETER 7 TEST RUN BETWEEN FT AND L-2 FT COMMENTS��I PERFORMED BY: 17034 Eagle Riytsr Lena g4a4 NO 2 CERTIFY THAT THIS TEST WAS PERFORMED IN Eagle Rivei•, Alaska 99577 ACCORDANCE WITH ALLSTATE AND MUNICIPAL GUIDELINES IN EFFECT ON THIS DATE. DATE: 72-008 (Rev. 4/85) Municipality of Anchorage' 4 DEPARTMENT OF HEALTH & HUMAN SERVICES 825 "L" Street, Anchorage, Alaska 99502-0650 �� ��C•mi�.- '� .m® i ROGER J 'HAFER SOILS LOG — PERCOLATION TESL' �� Na. E215 a PERFORMED FOR. ice-- 1 � 1 DATE PERFORM�E �� �, -�N'�z LEGAL DESCRIPTION:Uc�l� Irownshlp, Range, Section: SLOPE SITE PLAN `' ©�'_ - 1 17 10 Y WAS GROUND WATER DepthWater /a , M ENCOUNTERED? 11 .o IF YES, AT WHAT 12 o D DEPTH? 00 / Depth to Wa 13 �. �. {-f Monitoring? 14 15 16 17 18 19 �d S L O P E Date:�� 20 - - / — PERCOLATION RATE � w (minutes/inch) PERC HOLE DIAMETER `( y �7 TEST RUN BETWEEN FT AND FT, COMMENTS S & S ENGINEERING 17034 Eagle River Loop Road No. 204 PERFORMED BY: I CERTIFY THAT THIS TEST WAS PERFORMED IN Eagle River, Alaska 99577 ACCORDANCE WITH ALLSTATE AND MUNICIPAL GUIDELINES IN EFFECT ON THIS DATE. DATE: 72-008 (Rev. 4/85) DepthWater .. _�®®® 20 - - / — PERCOLATION RATE � w (minutes/inch) PERC HOLE DIAMETER `( y �7 TEST RUN BETWEEN FT AND FT, COMMENTS S & S ENGINEERING 17034 Eagle River Loop Road No. 204 PERFORMED BY: I CERTIFY THAT THIS TEST WAS PERFORMED IN Eagle River, Alaska 99577 ACCORDANCE WITH ALLSTATE AND MUNICIPAL GUIDELINES IN EFFECT ON THIS DATE. DATE: 72-008 (Rev. 4/85) Municipality of Anchorage DEPARTMENT OF HEALTH & HUMAN SERVICES 825 "L" Street, Anchorage, Alaska 99502-0650 SOILS LOG - PERCOLATION TEST 49< �BOn?7. eeve0GB0�•' 06 s0 os0 r esso�a4 s as ee s a �`�•e ROGEA J. S FER a �•eQ No. 821 e too•eY PERFORMED FOR: 1 {2 DATE PERFORMED: ` ,�- LEGAL DESCRIPTION: LST Township, Range, Section: ,9CXTH SLOPE SITE PLAN (iF� E ell 16- 17 2 _'9 3 o- D 4 5°d6 6 7 8 v 9 0� 10 ,� o 11 12 13 , 4 14- 15- 15 1617 18 19 20 COMMENTS WAS GROUND WATER ENCOUNTERED? � I '�- IF YES, AT WHAT DEPTH? Depth to W&PA#er Monitoring? Dale: l'J PERCOLATION RATE v (mmutesiinch) PERC HOLE DIAMETER "� TEST RUN BETWEEN FT AND �5 FT PERFORMED BY: S $` S ENGINEERING I CERTIFY THAT THIS TEST WAS PERFORMED IN 17034 Eagle River Loo Roac(� '�A ACCORDANCE WITH AEI�OWi ANIAM�1 C gUI�iELRQE'S'I7V EFFECT ON THIS DATE. DATE: 72-008 (Rev. 4/851 ® Municipality of Anchorage DEPARTMENT OF HEALTH & HUMAN SERVICES 825 "L" Street, Anchorage, Alaska 99502-0650 SOILS LOCA - PERCOLATION TEST oF e44 �- Y".ptNGIN S } 0 a o�te esn6 eeoRVc q ogoo°��° t e °ROGER J p�6�7FEW'-",No. 815 0 PERFORMED FORDATE PERFORMED: LEGAL DESCRIPTION: �TIZ ��rt��l Township, Range, Section: FH Lt P,jI' L�r�i SLOPE SITE PLAN 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 Q F, V -45. o. H WAS GROUND WATER Iv ENCOUNTERED? IF YES, AT WHAT DEPTH? M to Wat� Monitoring? � Date: 14 U U PERCOLATION RATE (minutesiinch) PERC HOLE DIAMETER 6, TEST RUN BETWEEN FT AND_ FT �%� COMMENTS ��"�50'& I� PERFORMED BY: S & S ENGINEERING I '— --P! ` CERTIFY THAT THIS TEST WAS PERFORMED IN 17034 Eagle River Loop Road No. 20 �r Z Z ACCORDANCE WITH A l� �l T �N[�� 1JUIDELINES I EFFECT ON THIS DATE. DATE: 72-008 (Rev. 4/85)