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Home My WebLink AboutALPINE VILLAGE BLK 5 LT 10 SGS Ref.# 1205901001 Units Method Container ID Client Name Gamess Engineering Group, Ltd (GEG) Printed Date/Time 10/30/2020 15:06 Project Name/# Alpine Village; B5, Ll I Collected Date/Time 10/23/2020 14:45 Client Sample fl) Alpine Village; B5, Ll l Received Date/time 10/23/2020 16:04 Matrix Drinking Water Technical Director Stephen C. Ede Sample Remarks P.e:nneter Results LOQ Units Method Container ID Allowable Limits Prep Analysis Date Date Init Metals by ICP/Ms Ai"senie ND 5.00 ug/L EP200.8 B (Q0) 10/26/20 10/30/20 DMM Waters Department Total Nitrate/Nitrite-N ND 0.200 mg/L SM214500NO3-F C (<10) 10/28/20EWW Microbiology Laboratory E. Coli Negative 1 lOOmL SM219223B A 10/23/20 A.1, Total Coliform Negative I IOOmL SM21 92238. A 10/23/20 A.L Page 2 of 5 DEPT. OF ENVIRONMENTAL CONSERVATION DIVISION OF ENVIRONMENTAL HEALTH DRINKING WATER and WASTEWATER PROGRAM 555 CORDOVA STREET ANCHORAGE, AK 99501 http://www.state.ak.us/dec/home/htm TONY KNOWLES, GOVERNOR Telephone: (907) 269-7696 Fax: (907) 269-7650 Augustl,2002 Kenneth M. Duffus, P.E. KND Engineering, Inc. 20441 Ptarmigan Blvd. Eagle Pdver, Alaska 99577-8736 Subject: Lot !0, Block 5, Alpine Village Subdivision, Class C Public Water System Registration and Separation Distance Waiver Request, ADEC Project Number 2263; Review Dear Mr. Duffus: This is response to your letter received in this office on July 10, 2002 in which the concerns noted in my July 3, 2002 letter were addressed. I have completed my review of the Department's files on the existing public water system, the information that has been provided in both submittals, and information collected during telephone conversations with Anchorage Water and Wastewater Utility staff. Based on this review, I have the following comments: Separation Distance Waivers Based on the information submitted, the Department needs to grant two separation waivers before the Class C public water system serving facilities on Lot 10 and 11, Block 5, Alpine Village Subdivision can be approved. The requested waivers are as follows: l. The horizontal separation distance between the existing Class C public water system source well located on Lot 10, Block 5 Alpine Village Subdivision and the existing manhole in Lore Road from 150 feet to 145 feet [in the right~of-way of Lore Road in from of Lot 9A]. 2. The horizontal separation distance between the existing Class C public water system source well located on Lot 10, Block 5 Alpine Village Subdivision and the existing community sewer line from the above noted manhole to the manhole in the intersection of Lore Road and Bern Street from 100 feet to 83 feet. Noting the depth of the source well, the report of the manhole inspection, the lack of maintenance problems, the low level of nitrates, and the lack of total coliform bacteria, the waiver requests are reasonable. Therefore, in accordance with the Drinking Water Regulations [18 AAC 80], the above requested waivers are granted. The above noted distances were taken from your submittal. Kenneth M. Duffus Page 2 08/01/02 Public Water System Based on the information provided, it appears that the Class C public water system was installed in accordance with regulations and guidance used at the time of installation. With the granting of the required separation distances and the submittal of a properly completed Class C public water system registration form, the existing public water system is in compliance with current Drinking Water Regulations. A signed copy of the first page of the Class C public water system registration form constitutes final operation approval for this public water system. The Public Water System Identification (PWSID) Number assigned to this public water system is 218668. This number is be used on ail water quality test request forms sent to a lab. The use of this number will allow the Department to properly credit the water quality test results to this public water system. Although not required, I recommend that the owner of this public water system monkor for total coliform bacteria once every three months and nkrates once a year. The issuance of the separation distance waivers and the operation approval does not imply the granting of any additional authorizations, nor obligate any local, state, or federal regulatory body to grant required authorizations. Thank you for your cooperation with this office. If you have any questions, please do not hesitate to contact me. Keven K Kleweno, P.E. Environmental Engineer Enclosure: As Stated Cc: Jim Cross, P.E., MOA, w/o Eric Yemon Rohde, Owner, w/Enc. Jale Stazel, ADEC, w/Enc. STATE OF ALASKA DEPARTMENT OF ENVIRONMENTAL CONSERVATION INVENTORY A_N-D SOURCE ILEGISTRATION FORM FOR CLASS C PUBLIC WATER SYSTEM A. 1. Public Water System Name and Location: Legal description of properS: Number of people served daily: Number of service connections: Public Water System Owner: Owner Address: Owner Phone: A. 2. Required Check List: ~ $75.00 registration fee as required by 18 AAC 80.1910. Results of nitrate and coliform water samples do not exceed the MCL set at lg MC 80.300. (attach repons from certified laboratory) Source water protection requirements of 18 AAC 80.015 have been met. (see section B. page 2 for detaiis) Minimum separation distance requirements of 18 AAC 80.020 have been met. (see section B. page 2 for details) Cross-connection provisions of 18 AAC 80.025 have been met. (see section B. page 2 for details) Public Water SYstem Source: (circle yes Or no) YEs YES (~ . YES ,ms (2 9 Well depth is less than 30 feet to the first opening for water collection. Well is located less than 50 hor'tznntal feet to a surface water source. Source uses an infiltration gallery, spring, rain catchment, or surface water. Source requires treatment to meet an MCL set at 18.6AC 80.300. If answer YES to any of the above Public Water System Soume, then complete section C. on page 2. For Department Use Only This water system is hereby granted department approval to operate. The following public water system identification being a]s~/~this public water system: ADEC Staff Signature (rev 10/99) Page 1 GReaTer ANChORaGE ArEa BorOUGh DEPARTMENT OF' ENVIRONMENT AL QUALITY PERMIT NO. 3330 "C" STREET ANCHORAGE, ALASKA 99503 TELEPHONE 274-4561 SEWAGE DISPOSAL SYSTEM -- APPLICATION AND PERMIT NAME OF APPLICANT INSTALLATION LOCATIO LEGAL DESCRIPTION INSTALLATION Of: ~NK TYPE AND SIZE OF FACILITY TO FINANCED THROUGH SOIL TEST RESULTS COMPLETION DATE ANTICIPATED FINAL INSPECTION: Z4 HOUR DEPARTMENT OF' ENVIRONME] ~ TANK SIZE MA,L,NG ADDRESS PHONE SERVED SEEPAGE PiT DRAIN FIELD ~ OTHER TO BE INSTALLED BY NOTE= THIS PERMIT IS NOT VALID WITHOUT SOIL TEST UIRED. BACKFILLING OF ANY SYSTEM WITHOUT FINAL INSPECTION BY THE LITYAUTHORITY WILL BE SUBJECT TO PROSECUTION. SEEPAGE AREA SIZE TYPE MINIMUM DISTANCES, REQ :NTS / FOUNDATION TO SEPTIC TANK ~ DIAGRAM OF SYSTEM SEPTIC TANK TO SEEPAGE PIT WALL /~'}/~ ~[I~'I'C'TANK ~ r SEEPAGE PIT , DRAIN TO NEAREST LOT LINE. WELL TO ~C TANK SEEPAGE PIT DRAIN FIELD ~ ALSO CONSIDER AREA WATER MAiN TO~~K lO I SEEPAGE PIT ~TANK, , SEEPAGE PIT . DRAIN FIELD TO RIVER, LAKE, STREAM. CAST IRON INTO AND OUT OF SEPTIC TANK AND INTO CRIB CROSSING EXCAVATION 5 FEET INTO UNDISTURBED SOIL. 4 INCH DIAMETER CAST IRON SIPHON PIPES ON SEPTIC TANK AND SEEPAGE PIT FITTED WITH AIRTIGHT REMOVABLE CAPS. GRAVEL BACKFILL I CERTIFY THAT I AM FAMILIAR WITH THE REQUIREMENTS OF GREATER HO AG AREA BOROUGH ORDINANCE NO. 28-68 AND THAT THE ABOVE DESCRIBED SYSTEM IS IN ACCORDANCE WITH SAID CODE. FORM NO. EQ-01 6 DEPARTMENT OF ENVIRONMFNTAL QLI~I.~TY 3330 "C" Street ANCHORAGE, ALASKA 99503 Case Performed For Lloyd Morris Legal Description: Lot 10 Block 5 This Form Reports Soils Log xx - Soil Test Must Be Logged To 4' Depth Soil Characteristics Dated Performed~e. pt 10, 1974 Subd i vi s i on Alpine ¥il[a. ge Percolation Test Below Proposed Seepage System - Feet 2e 3e 4-- 9-- 10m 12-- 14__ 1.6__ Organics Fine sand, some silt, tight SM scattered clasts ~0~-0 Glacial till. Gravelly sandy SM-ML silt, gray,, tight /~-~ SM Gravelly fine sand, some layers o£ silty fine sand ' ' ' Was Ground Water Encountered? No ~'4~ If Yes, At What Depth? Reading Date Gross Time Net Time Depth Drop Percolation Rate Minute Proposed Installation: Seepage Pit Depth of Inlet Depth to H20 Net Drain Field of--Pit or TrencI1 to Bottom COMMENTS: The gravel conditions do not allow a seepage installation under Borough r~e~ulations. A holding tank is recommended. Test Performed BY W.F.Attwood Date Certified BY: ALASKA MINERAL & MATERIALS LAB Date: