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2009/11/19 - SANITARY - SAN - Other (5)
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2009/11/19 - SANITARY - SAN - Other (5)
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Last modified
3/6/2020 3:31:33 AM
Creation date
12/7/2017 2:32:49 PM
Metadata
Fields
Template:
Property Files v2
Document Date
11/19/2009
Document Type 1
SANITARY
Document Type 2
SAN
Document Type 3
Other
Tax ID
13952
Pin Number
07-020-2-40-16-33-3 02-000-012000
Legacy Pin
020433305700
Municipality
TOWN OF OAKLAND
Owner Name
HERZL CAMP ASSOC INC
Property Address
7374 MICKEY SMITH PKWY
City
WEBSTER
State
WI
Zip
54893
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IoFJO <br /> Sanitary System Review and Plan Narrative for Herzl Camp <br /> The following sanitary design is required for the additional wastewater flows for <br /> proposed additions at Herzl Camp located at 27332 State Rd. 35, Oakland Township, <br /> Burnett County. <br /> Structural improvements at the camp include the following: <br /> 4 New three bedroom directors house (300 gal./day) <br /> 4 Re-modeled existing structure to two bedrooms (200 gal./day) <br /> Four new structures in south camp area. Total occupancy of 16 patrons x 25 gals. <br /> =400 gals. <br /> 25 new camper cabins 175 patrons x 25 gals. = 4,375 gal. Note: some existing <br /> cabins removed. <br /> 4 Two new shower houses to be constructed to serve camper cabins. One old <br /> shower house to be removed. <br /> Total estimated flow rate for additions = 5275 gallons. 5175 gallons x 1.5 design factor= <br /> 7913 gal. DWF. <br /> Existing sanitary permits of record include: <br /> ✓ State sanitary permit# 345610 serving the dining hall and rooming house with a <br /> DWF of 23,900 gallons/day. <br /> ✓ State sanitary permit# 79716 serving the existing shower house with a DWF of <br /> 6,250 gallons/day. <br /> Calculating the design flow for this proposed system and adding the total design flows of <br /> the existing systems of record, we have a total design wastewater flow of 38,063 gallons <br /> per day for the property. This design flow exceeds the 12,000 gallon per day review <br /> threshold implemented by the Department of Natural Resources. The DNR has <br /> established effluent limitations and monitoring requirements where the design daily <br /> influent wastewater flow to a POWTS exceeds 12,000 gallons per day, for the purpose of <br /> fulfilling WPDES permit requirements under Ch. 283 WI Stats. The installation of a <br /> pretreatment unit is in response to these requirements. Hopkins Sand & Gravel is <br /> currently preparing a preliminary design report for the DNR in order to secure a permit. <br /> Narrative: Starting at the southwest corner of the camp four new structures will be <br /> constructed for the purpose of housing staff and guests. A 1000 gallon Skaw Concrete <br /> sewage pump tank will be set, lifting the sewage to an area near the proposed new <br /> directors house( 3 bedroom) and the renovated(2 bedroom structure). Wastewater will <br /> gravity flow from these structures to a 1565 gallon septic tank, then to a 750 gal duplex <br /> pump lift station. This effluent will be pumped approximately 430 ft. to a series of septic <br /> tanks providing the required septic tank capacity equaling the 24 hour design flow. It is at <br />
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