HomeMy WebLinkAboutWQ0002284_Staff Comments_20020415 (2)DIVISION OF WATER QUALITY
GR- ON
April 15, 2002
TO: Debra
Watts, G undwater Section, Permits and Compliance Unit
e Groundwater Regional Su er-visor
THROUGH:road
� p
FROM:\\ J. Welti, L.G., Hydrogeologist
SUBJECT: Non Discharge Permit Modification (Review n2)
Kinnakeet Shores Subdivision - Water Reuse of Reclaimed Water
Dare County North Carolina
WQ0020084 GW02027
The Washington Regional Office has reviewed the Addendum information submitted for the
permit modification which was submitted to the Regional Office on March 27, 2002. After review of the
submitted additioinal information the following comments are for your consideration.
1. The applicant has chosen the lined 5-day upset pond over using the existing rotor distributors. The
pond is specified as having a liner which meets the requirement of 1 x 10 -6 cm/s hydraulic conductivity'.
2. The infiltration pond, which is also as the irrigation pond, is described as 199,027 GPD/ 133.5-5 =_
yielding a disposal rate of 1.490 GPD/sf and therefore is not classified as high rate disposal.
3. The site has a "planned pumped groundwater control system" to include a groundwater intercept ditch
around portions of the west and north boundary of the infiltration pond. The ditch location is located on
the updated blue line map and will likely alleviate mounding and move the waste water to the sound
similar to the Ocean Sands facility in Currituck County.
4. The compliance and review boundaries are established at the property- line for the site.
5. No groundwater monitoring is requested for this reuse quality wastewater treatment and disposal site.
6. The Groundwater Section agrees with this proposed plant upgrade to a reuse quality wastewater
treatment and disposal facility.
If you have any questions or would like to discuss this further, please call me at (919) 946-6481
extension 353.
DIVISION OF WATER QUALITY
GROUNDWATER SECTION
Much 21, 2002
TO: Debbr/ra Wars, Groundwater Section, Permits and Compliance Unit
TffitOUGH: 'WAeHardison, Groundwater Regional Supervisor
FROM: X*nr J. Welti, LG,, Hydrogeologist
SUBJECT Non Discharge Permit Modification
Kmnakeet Shores Subdivision - Water Reuse of Reclaimed Water
Dare County North Carolina
WQ0020084 GW02027
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The Washington Regional Office has reviewed the application for permit modification which
was submirmd to the Regional Office on February 20, 20M After review of the submitted information
and the file, the following comments are for your consideration.
1. The subject site is located in Dare County, Avon Township on the outer banks. Figure I presents a
General location map of the area and Figure 2 presents a USGS Topographic map of the site.
2 Kinnakeet Shores (IDS) current permit allows for the operation of a 50,000 GPD extended aeration
WV T P with a rotary distribution disposal system consisting of two (2) 80 ft. rotary. Thee permit also
allows for the construction and operation of a new 220,000 GPD extended aeration WWTP to include
four (4)100 fb rotm
3. Groundwater requirements for the existing per= mdmle that momtormg walls MW-1,2,3 & ad 4 shaE
be sampled every February, June and September for the following par -ammeters:
Water Levels PH ' Fecal CoEfora s NO3
Chloride TDS TOC Ammonia Nitrogen
VOCs in November Only.
4. In approximately summer of 2000, the USACE used tht subject site to deposit dredge spoils from the
sound Durmg that process a portion of the site near the roaars was buried in sand along with ' a few of
the moniw ing wells. New monit g�►r wells (MW5,-6, 7, 8 & 9) w -e' mst-, a to replace the damaged
or destroyed. wells at the site. Groundwater comments firm the regional and, Central Office indicatM that
the permittee was to begin sampling the new wel s_ Figure 3 is a map submitted by the consultant
indicating well locations and a new complance and review boundary which coarsponds.to the existing
tutors. Previous maps showed monitor well locations and compliance and review boundaries positioned
anticipating 4 romrs, of which only 2 wereever construeied..
5. A review of compliance moomtoring data indicates gaps in submittals and data entry. For the his mcal
data available online (1988-1998) graphs were constructed to evaluate trends in monitored parameters.
The pm=ttee responded to a request in 2000 for missing GW59 data for 1998 and 1999. Monitoring
data was received for all of 1998. None of the 1999 data could be located and was likely due to the
dredging operation and a change in ownersl�p and management of the WWTP. Graphs indicate water
ImIs are -mounding at the site, particularly for monitor wells MW2, 3; and 4. TSS is elevated for MWl
and MW4. TDS for weIls MWI and MW2 at or meat regulatory Ivels For MW3 and MW4 TDS is at
or above regulatory levels. NO3 was elevated for monitoring wells MWI, MW2 and MW3
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Debra Watts Memo
Kinatkeet glees
March 21, 2002
Page Two
approximately during the time of 1995 to late 1997 and then recovered.. See attachment 1 for data and
graphs. The WWM, as of a Year ago is under new -management (FmvImTecb) and significant
irnprovmerits have already been made in the operation and maintanence of the facility_
• The applicant bas proposed tn u the • u■ of a to 350,000 GPD and take,on new
waste sources from strip malls. 1 make-up • of the waste •II ..• • .-•• . • be ' 1 ' domestic and 1 1 '
•:I11I1 d ..:1 Id I:p •11 and I :•. oftusinessmneeded). • 1 1 • :r. M 1 e. -as having
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7. A determination is needed as to if this site will be held to "industrial 1 commercial" in the strictest
since. If held to industrial commercial, the vertical seperation requitement of 3' will Mcely not be
possible across much of the site.
8. The applicant has discmsed vmious disposal method& for the tartiary treated "reuse quaW water.
Treated waste wInch is complimt with the definition of "reuse" will be placed in a skmage poind (the
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Finally an infltratim pond is also planned as prasented in Figure 4 and located between the "5-day
pond" and the neat pond to the south. '1'he infiltration pond is proposed to operate at 1.49 GPp/SF
Much is below the 1.5 GPD/SF "High Rate" classification.
9. Regulations [2H .0205 (d)(l)(5)(E)] require that a hydrogeologic study and sar, description be done
for systems with design $ows over 25,000 gpa. 2H .0219 (d)(1)(5)(F) requires a determiaation of
transmissivity and specific yield of the unconfied aquifer based on withdrawal or recharge test
Although a hydrogeologic report (completed in 1986 as a part of the original permitting effort ) was
submitted with this current permit application, this office believes that in light of the alterations at the
site to include three (3) proposed ponds (5-day. infdtratan and storage), in addition to a ditch around the
infiltration pond which is plamied to alleviate mounding (Figure - 4) it would be wise to remodel that
spcaifie area around the now ponds.
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Debra Waits Memo
KinnekcetShares
March 21, 2002
Page Three
10. A map is needed which indicates clearly the propertly Imes, compliance and review boundary,
applicable buffers, ownership of outparecls, existing and proposed monitoring wells, current and plam ned
ditches and ponds etc... The Central Office has already requested a complete map on February 20, 2002
and as of this date, has not been received.
1 L . Spray patterns indicate spray on roads and sidewalks as well as the berms of the proposed ponds.
12. After nearly 20 years since the ongmal permit application, reevaluate the area for possible wells
(drh*mg water, process water, monitoring etc-) m the area and to satisfy 2H .0205 (d)(1)(5)(E). This
should be presented on a map.
13. A mounding and hydro review by the Central Affix.
14. A fifty foot (50D buffer was not mamtz ned from the 5-day pond and the property line (2H .0219
(k)(1)(AXvi)-
If you have any questions or would bias to discuss this further, please call me at (919) 946- 1
extension 353.
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