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                                                           FY 1992 FINAL PRODUCT Task 9
                                                                  Permit Compliance & Inspection






         Virginia Marine Resources Commission


                            Permit Compliance and

                               Inspection Program


                                            VIRGINIA




                                                    C




                                             Final Report
                                CZM Grant NA27OZO312-01 Task 9


                                            December 1993









          This report was funded, in part, by the Virginia Department of Environmental Quality
                                                       A\





         Coastal Resources Management Program through Grant #NA2'70Z0312-01 of the National
         Oceanic and Atmospheric Administration, Office of Ocean and Coastal Resources
         Management, under the Coastal Zone Management Act of 1972 as amended."











         Introduction

              The Virginia Marine Resources Commission ("Commission" or
         11VMRC11), as provided in Chapter 12 of Title 28.2 of the Code of
         Virginia, is the State agency responsible for issuing permits for
         encroachments in, on, or over State-owned submerged lands
         throughout the Commonwealth. The Commission has possessed this
         regulatory authority since 1962, and currently processes
         approximately 2,000 applications, and issues nearly 500 permits
         annually. Virginia is only one of six "low water states" and
         maintains ownership of all submerged lands channelward of the
         mean low water mark in tidal waters, and regulatory authority
         channelward of the ordinary high water mark on most naturally
         occurring nontidal perennial streams.

              In addition to managing the Commonwealth's 1,472,000 acres
         of submerged lands, the Commission also regulates the use or
         development of tidal wetlands and coastal primary sand dunes
         pursuant to the provisions of Chapters 13 and 14 of Title 28.2 of
         the Code of Virginia. Local governments are provided the option
         to adopt and locally administer a model ordinance. Thirty-five
         localities have elected to do so. VMRC maintains original
         jurisdiction in the remaining eleven "Tidewater" localities which
         have not adopted the model wetlands and dunes ordinances. Even
         if locally adopted and implemented, the Commission retains
         certain oversight responsibilities and reviews all decisions made
         by those local wetlands boards.

              The regulatory activities conducted by the Commission and
         the 35 local wetlands boards are integral core components of
         Virginia's approved Coastal Zone Management Program. The permit
         review processes used by the Commission and these local wetlands
         boards ensures that necessary economic development is permitted
         in a manner which minimizes adverse impacts to the valuable
         natural resources within our coastal zone.

              Permit compliance is a mandatory component of any effective
         regulatory program. As such, it is essential that the terms and
         conditions contained in the permit documents be followed if, the
         full benefits of any regulatory program are to be realized.
         Without such permit compliance, the regulatory process breaks
         down and serves only to increase bureaucracy.

              In order to evaluate compliance with permits issued by VMRC
         and local Wetlands boards a survey, funded in part by CRMP grant
         #NA90AA-H-CZ96, was conducted in 1991 (Exhibit A). The
         compliance survey was designed to investigate and gauge the
         effectiveness of the various compliance monitoring programs
    A
  i__7   currently utilized by VMRC and local wetlands boards. The survey
         was intended to both identify existing compliance shortcomings
         and to ascertain effective compliance monitoring techniques in
         order to develop concise recommendations to enhance compliance
         monitoring programs.

              The purpose of the grant project was to implement the
         recommendations of the 1991 Permit Compliance and Inspection
         Program report and institute a standardized permit compliance
         program for permits issued by the Commission in the Coastal Zone,

                                        I









           and assess permit compliance for projects authorized in 1990 and
           1991. The latter was designed as a follow up to the compliance
           inspections conducted during the 1991 study for projects
           permitted in 1989.

                This document is intended to serve as the final report for
           Task 9 of Grant No. NA270ZO312-1 and provides an overview of the
           steps taken, to initiate the compliance monitoring program and a
           review of the compliance data gathered during the grant year.

           Permit Comiliance Program


                In the December 1991 Habitat Management Division - Special
           Report (Exhibit A), five recommendations were made for VMRC to
           enhance permit compliance efforts.

           1.   Require detailed drawings for all projects requiring a VMRC
                permit.

           2.   Require accurate benchmarks or reference points on the plan
                view drawing (s) .

           3.   Require Engineers to take an adequate number of slides
                during the initial site visit to illustrate pre-construction
                conditions.

           4.   Require Engineers to conduct post-construction inspections
                at all sites permitted by VMRC.

           5.   Incorporate the data collected from the post-construction
                inspections into the Habitat Management Divisions existing
                computer data base.

                These recommendations were incorporated into the Commissions
           compliance monitoring program through several mechanisms. The
           Joint Permit Application (Exhibit B) was amended to reflect the
           need for more detailed drawings with accurate benchmarks. New
           conditions were incorporated into Commission permits requiring
           that a permit placard (Exhibit C) be posted at the project site
           and procedures were established for the Commission to receive
           notice when project construction is started. The latter was
           accomplished through the use of a self-addressed stamped card
           (Exhibit D) which is returned to the Commission, by the
           permittee. special conditions related to permit compliance have
           been added to all permits issued by VMRC. Examples of these can
           be found in the attached sample permit (Exhibit E).

                In addition, an interim compliance data base was established
           to track compliance monitoring efforts and results. While this
           data base -LS currently separate from the Habitat Management
           Division's permit tracking system, the Division has contracted
           with the Virginia Institute of Marine Science to update and
           modify our computerized permit tracking system. The new system
           will enable US to incorporate compliance data into each permit
           file. The initial software for this change has been delivered to
           VMRC and it is anticipated that the new system will be available
           for use in mid-1994.

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               Furthermore, procedures have currently been established
          within the Habitat Management Division to require that the
          Division's Environmental Engineers inspect all permitted
          projects. These procedures require that photos be taken of the
          site both before and after construction, and that the final
          inspection be documented through use of a Project Compliance
          Assessment Report (Exhibit F).

          Permit Compliance SurveVs

               In addition to implementing the above recommendations, a
          representative sample of new data from those projects which were
          permitted in 1990 and 1991 was added to the 1989 data . This was
          designed to provide up to date information for continued
          comparison of the compliance checks.

               one hundred and fifty projects were randomly selected from
          applications processed for permits in 1990 and 1991.
          Applications not involving a permit, or involving a private pier,
          or subaqueous dredging were excluded. This resulted in 131
          applications being selected for 1990 and 136 for 1991. These
          figures were determined to be adequate to represent compliance
          rates for all permits issued during a given year. Because permit
          activity in a given area or locality over a particular year is
          variable, no effort was made to ensure that all localities were
          represented. Instead, it was anticipated that the random sample
          would result in a sample group which more accurately reflected
          the average permit activity per locality.

               Table (1) indicates the number of projects reviewed in each
          locality. Thirty-three Tidewater localities are represented over
          the three year period. Two hundred and fifty-seven of the
          projects required wetland permits, sixty subaqueous permits, and
          sixty-nine required both jurisdictional permits. This represents
          a review of a total of three hundred and eighty-seven permits.

                Follow-up site inspections were made of all the selected
          projects to determine the degree of compliance. Results of the
          compliance inspections were grouped into the same five categories
          as the 1989 sample:

          1.   Project not constructed
          2.   Unable to determine compliance
          3.   In compliance with the permit document
          4.   Moderately in compliance - (the average additional
                                             encroachment did not exceed 6
                                             inches greater than the
                                             permitted alignment, and had
                                             length and square foot
                                             measurements which were no
                                             more than 10% greater than
                                             that authorized.
          5.   Out of compliance -        (the average additional
                                             encroachment exceeded 6 inches
                                             and the measurements were
                                             greater than 10% authorized.)

                                         3







                       Table I
                       Number and jurisdictional type of project selected for the cornpliance survey in each locality.




                        Locality                 Rural/Urban                            project                Project Type



                                                                                        Year


                                                                                        899091


                          Accomack                  Rural                               15 115                 5S,21W,5B

                          Charles City              Rural                               02   1                 IS,IW,IB

                          Chesapeake                Urban                               45   3                 2S, I OW,OB

                          Chesterfield              Rural                               01   0                 OS,OW, I B

                          Essex                     Rural                               14   3                 4S,2W,IB

                          Fairfax                   Urban                               I1   1                 IS,2W,OB

                          Gloucester                Rural                               36   8                 IS,12W,4B

                          Hampton                   Urban                               53   8                 5s'llw,OB

                          Hanover                   Rural                               01   0                 IS,OW,OB

                          Isle of Wight             Rural                               00   2                 2S,OW,OB

                          James City                Urban                               33   1                 OS,7W,OB

                          King and Queen            Rural                               10   3                 IS,2W,IB

                          King George               Rural                               12   2                 2S,3W,OB

                          King William              Rural                               II   I                 OS,IW,2B

                          Lancaster                 Rural                               915  9                 3S,26W,4B

                          Mathews                   Rural                               33   9                 OS,IOW,5B

                          Middlesex                 Rural                               87   10                3S,17W,5B

                          New Kent                  Rural                               01   0                 IS,OW,OB

                          Newport News              Urban                               04   5                 3S,4W,2B

                          Norfolk                   Urban                               88   7                 5S,15W,3B

                          Northampton               Rural                               13   1                 lS,4W,OB

                          Northumberland            Rural                               19 14 9                IS,37W,3B

                          Poquoson                  Urban                               12   4                 IS,6W,OB

                          Portsmouth                Urban                               00   5                 IS,2W,IB

                          Prince William            Uj-ban                              I1   0                 OS,IW,IB

                          Richmond Co               Rural                               01   3                 2S,OW,2W

                          Stafford                  Urban                               34   3                 2S,4W,5B

                          Suffolk                   Rural                               10   1                 OS,IW,IB

                          Surry                     Rural                               00   1                 IS,OW,OB

                          Virginia Beach            Urban                               20 22 15               8S,38W,13B

                          West Point                Rural                               00   1                 IS,OW,OB

                          Westmoreland              RuW                                 75   14                IS,4W,3B

                          York                      Urban                               41   2                 IS,5W,lB


                          Totals


                          33 Localities             21 Rural                            120 Projects           60 Sub.
                                                                                        (89)

                          S=Subaqucous              12 Urban                            131 Projects (90)      257 Wet.
                          W=Wetlands
                          B =Both Subaqeous
                          and Wetlands


                                                                                        136 ProjccLs (91)      69 Both


                                                                                                     4





                                          The results of the sampling have been summarized and may be
                             found in Table 2- As with the 1989 study, the results were
                             subdivided into rural and urban areas, in an attempt to evaluate
                             any demographic differences in compliance levels. Rural areas
                             were defined as those areas possessing population densities of
                             less than 140 per square mile; while urban localities were
                             defined as having population densities greater than 140 per
                             square mile (1980 census). This breakdown was the same for the
                             1991 grant study and for purposes of consistency was maintained.


                             Table 2
                             Percentages of constructed projects categorized by their level of compliance.


                                                                1989                                              1990                                             1991


                                                 Total            Urban           Rural            TOW              Urban            Rural            Total            Urban             Rural


                   # of Projects Reviewed        120              so              70               131              54               77               136              54                82

                   % of Projects Reviewed                         42%             58%                               41%              59%                               40%               60%



                   # of Projects                 98               43              55               109              45               64               113              40                73
                   Constructed


                   % of Projects Reviewed        82%              86%             79%              83%              83%              83%              83%              74%               89%


                   # in Compliance               so               26              24               51               26               25               54               19                35

                   % of Projects                 51%              60%             44%              47%              58%              39%              48%              48%               48%
                   Constructed



                   # in Moderate                 14               6               9                21               10               11               23               14                9
                   Compliance

                   % of Projects                 14%              14%             14%              19%              22%              17%              20%              35%               12%
                   Constructed



                   # Out of Compliance           8                2               6                4                1                3                7                0                 7

                   % of Projects                 8%               5%              11%              4%               2%               5%               6%               0%                10%
                   Constructed



                   # Compliance                  26               9               17               33               8                25               29               7                 22
                   Indetermin ble


                   % of Projects                 27%              21%             31%              30%              18%              39%              26%              18%               30%
                   Constructed



                                          For the most part the same trends observed in the 1989 study
                             are reflected in the figures for 1990 and 1991. Since these
                             figures represent projects that were permitted prior- to th'--
                             publication of the recommendations from the 1991'study, it is not
                             unexpected that there should be little change. However, it is
                             encouraging to see that there were no projects out of compliance
                             in urban areas for 1991.

                                          In addition to the inspections conducted on projects
                             permitted in 1990 and 1991, inspections were also performed on
                             projects permitted by VMRC during the grant year following
                             implementation of the standardized compliance program described
                             above. To date 36 projects have been inspected and of those, 64%
                             have been found to be in compliance. Only one project was found
                             to be out of compliance and five projects were within the
                             moderate compliance category. Figure 1 depicts the number of
                             permits checked, in the latest effort, and a breakdown of the
                             number of projects constructed and their degree of compliance-


                                                                                                        5




            VMRC Permit Compliance
                                   Inspections

                36      35
        40
                                ..... ...... ... .......... .. . ............... ..... ....... .... .. ........ .... ....... ...

        30                        23

                                      - ------ ------- -



        20
                                                              ------------ - -- - - ------ - ------ - -------
                                          5               6
        10


          0


                                          0
                                   0,

                                                       0
                               0
                                         C,      0
                                                                           C'X
                                                   X      %
                                                    111:@>  00
                                                      00
         Figure 1


          Conclusion


               At this point, the implementation of a standardized
          compliance monitoring program for projects permitted by VMRC
          appears relatively successful. It may be too early, however, to
          see if any substantial changes will need to be made to improve
          the program which remains funded for the next grant year. on a
          positive note the Habitat Management Division has purchased a
          boat with general funds to inspect dredging projects for which
          compliance could not previously be monitored.

               For projects permitted by local wetlands boards, it appears
          more compliance data will need to be gathered before we can
          finalize recommendations that would direct our efforts towards
          specific areas or project types. on the other hand, it does
          appear that. certain urban localities have developed adequate
          procedures, or have provided sufficient staff resources to ensure
          compliance with their permits. Furthermore, even if a local
          government had incorporated the 1991 report recommendations in
          their entirety into their procedures, it is likely that any
          results would just now begin to be seen. As a result, continued
          monitoring for compliance of local wetlands board permits appears
          necessary, and a standardized compliance monitoring program for
          wetland permits may need to be initiated.


                                          A






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                                EXHIBIT A








                                                                       ................     .........  ........
                                                               . ............ . . ..       .........
             VIRGINIA'-,

             %
         tool
         ;ONO


                                                                                                                                  m:
                                               Permit Compliance and Inspection Progra
                                               Findings and Guidance Document


                                                                               Robert C. Neildrk



                 USURODUCnON                                                 minimizes adverse impacts to the valuable natural re-
                                                                             sources within our coastal zone.
                                                                                Permit compliance is a mandatory component of any
                 The Virginia Marine Resources Commission                    effective regulatory program. As such, it isessential that
             ("the Commission" or "VMRC"), in conformance                    the terms and conditions contained in those permit docu-
             with Section 62.1-3 of the Code of Virginia, is the             ments be followed if we are to realize the full benefits of
             state age ncy responsible for issuing permits for en-           the regulatory program. Without such permit compli-
             croachments in, on, or over State-owned submerged               ance, the regulatory process breaks down and serves
             lands throughout the Commonwealth. The Com-                     only to increase bureaucracy.
             .mission has possessed this regulatory authority                . In July 1990, Senate Bill 183 became law (Ch. 881
             since 1962. We currently process over 2,000 appli-              Acts of Assembly 1990). This legislation provided the
             cations and issue nearly 500 permits annually. Vir-             Commission and local wetlands boards with the author-
             ginia is a "low water state" and assumes jurisdiction           ity to issue restoration orders and assess civil charges for
             of submerged lands channelward of the mean low                  violations of the applicable subaqueous, wetlands and
             water mark in tidal waters, and has regulatory                  sand dune statutes. An ability to accurately determine
             authority channelward of the ordinary high water                and monitor compliance with permit requirements is es.-
             mark on raost naturally occurring nontidal peren-               sential if the agency and wetlands boards are to effec-
             nial streams.                                                   tively carry out the intent of this legislation.
                 In addition to managing the Commonwealth's                     Unfortunately, Commission staff does not currently
             submerged lands, the Commission also regulates                  have a standardized procedure for monitoring permit
             certain activities in tidal wetlands and coastal pri-           compliance. Instead, the staff engineer assigned respon-
             mary sand dunes pursuant to Chapters 2.1 and 2.2                sibility for a particular locality will attempt to inspect
             of Title 62.1 of the Code of Virginia. Local govern-            projects which are under construction or have been re-
             ments have the option to adopt and administer the               cently completed. Quite often such compliance inspec-
             ordinance. VMRC asserts original jurisdiction in                tions are in response to the receipt of an inquiry or
             those Tidewater localities which have not assumed               complaint. Additionally, the Commission's marine law
             local regulation through the adoption of the model              enforcement personnel are often aware of permitted pro-
             wetlands and dunes ordinances. Even where lo-                   jects in their localities and occasionally make site inspec-
             cally adopted and implemented, the Commission re-               tions during the performance of their daily duties. In ,
             tains oversight responsibilities for all decisions              either case, however, only a small percentage of the pro-
             made by those local wetlands boards.                            jects permitted by VMRC are routinely inspected for
                 The regulatory activities conducted by the Com-             compliance.
             mission and the 34 local wetlands boards are inte-                 Permits issued by wetlands boards are also not al-
             gral core components of Virginia's approved                     ways carefully reviewed for compliance upon project
             Coastal Zone Management Program. The permit re-                 completion. Independent studies conducted by Brad-
             view processes used by the Commission and these                 shaw (1990), Hershner et al. (1985) and a survey con-
             local wetlands boards ensures that necessary eco-               ducted in conjunction with this project indicate that the
             nomic development is permitted in a manner which                extent of permit compliance monitoring by local wet-
                                                                             lands boards varies between localities. 'Mat effort.



                        This report was funded, in part, by the Virginia Council on the Environment's Coastal Resources Management Program through
             F   grant #NA90AA-H-CZ796 oftheNational Oceanic and Atmospheric Administration under the Coastal Zone Management Act of 1972 as amended.





           Figure 1. Tidewater Virginia                                    Categories. 1, 2 and 3 were fairly straightforward and
                                                                       easy to assess. The distinction between those projects
                                                                       considered to be in moderate compliance or out of com-
                                                                       pliance was more difficult to make and became some-
                                                Urban                  what subjective. As a rule, however, those projects
                                                                       considered to be moderately in compliance possessed an
                                               Rural                   average additional encroachment which did not exceed 6
                 YAS-                                                  inches greater than the permitted alignment, and had
                                                                       length and square foot measurements which were no
                                                                       more than 10% greater than that authorized. Those pro-
                                                                       jects. exceeding either of the above thresholds.were con-
                                                                       sidered to be out of compliance.
                                                                           As previously mentioned dredging projects were not
                                                                       included in the survey. These projects were excluded be-
                                                                       cause we believed that it would be difficult to distin-
                                                                             between man-made and natural post-dredging
                                                                       deviations in depth contours. However, recommenda-
                                                                       tions to monitor compliance for dredging projects are in-
                                                                       cluded in the Recommendations section of this
                                            P"                         document.


                                                   8-h
                                        ch-"-.                             Results


                                                                           The results of the survey are summarized in Table 2.
                                                                       You Will note that the survey results were subdivided
         overall effectiveness of permit compliance within             into rural and urban categories. This was done in an ef-
         the coastal zone, no effort was made to ensure that           fort to ascertain if there were any demographic differ-
         all localities were represented in the survey. In-.           ences in compliance levels. For the purpose of this
         stead, it was anticipated that the random sample              study, rural localities were defined as those having popu-
         would result in a sample group which more accu-               lation densities of less than 140 per square mile; urban
         rately reflected the average permit activity per local-       localities were defined as having population densities
         ity. Therefore, the number of projects reviewed in            greater than 140 per square mile. The figures for popula-
         each locality varies according to the observed per-,
                                                                       tion density were obtained from the 1980 census by the
         mit activity in 1989.                                         U. S. Department of Commerce (Univ. of Vir * '
             Twenty-three (23) of the 49 Tidewater localities                                                          ginia,
         were represented in the sample group. Figure 1 and            1987). This breakdown was also patterned after that
                                                                       used by Bradshaw (1990) in her compliance monitoring
         Table 1 illustrate the Tidewater region and indicate          study.
         the number of projects reviewed in each locality.                 In addition to providing the raw numbers for the pro-
         Eighty-one (81) of the selected projects required             jects determined to be in a particular category, Table 2
         only a wetlands permit, 13 required only a subaque-           also provides the percentage of constructed rojectg
         ous permit and 26 impacted both jurisdictions and                                                           p
         required subaqueous as well as wetlands p   .ermits.          which were categorized by their level of compliance.
             Site inspections were made of all the 120 se-             These percentages are particularly interesting when
                                                                       evaluating the results. Especially noteworthy are the per-
         lected projects to determine the degree of compli-            cc.ntages of projects in which compliance could not be
         ance. Results of the compliance inspections were              determined. Figure 2 further illustrates this information.
         grouped into five categories:

             1.  Project not constructed
             2.  Unable to determine compliance
             3.  In compliance with the permit document
             4.  Moderately in compliance with the permit
                 document.
             S.  Out of compliance with the permit document




                                                                   3







        Figure 3.                                                         able. Compliance determinations are made more diffi-
        Projects categorized by level of compliance. Va. Beach            cult when the person inspecting the constructed project
        and Norfolk factored indenpendently.                              was not present during the initial site visit and is there-
                                                                          fore unfamiliar with preconstruction. conditions. With-
                                                                          out the aid of precise benchmarks or other means to
            Percemage                                                     pinpoint the alignment of a project, compliance determi-
        100                                        ETwf VRAM              nations are difficult at best and frequently impossible.
                                                   0 L*b- t-va&m)            As expected, the projects in localities that require
           so - -      - - - - - -                                        more detailed application drawings and information ex-
                                                   ove"An                 hibited a higher percentage of determinable compliance.
                                                                          This is illustrated in Figure 3. Compliance could be de-
           so - -      -                                                  termined at 91% of the sites inspected in Virginia Beach
                                                                          and Norfolk. Both of these localities require detailed
                                                                          pen-nit drawings with identifiable benchmarks. Both
           40 -            - - -- - - - - - - - -                         also regularly conduct post-co'nstruction compliance in-
                                                                          spections. Additionally, Virginia Beach requires profes-
                                                                          sionally engineered project drawings and further
           20                                                             requires the permittees to post performance bonds.
                                            10 11                         Those bonds are not released until post-construction in-
                                                                          spections have determined.'that projects are indeed in
           0i -                                 0                         compliance with the permit granted by the Board.
                            Moderate       out Of     Indeterminable
             In Compliance -Compliance    Compliance   Compliance            Not only was compliance usually determinable at the
                                                                          Virginia Beach and Norfolk projects, but the level of
                                                                          compliance was generally higher as well. Ibis is most
             Discussion                                                   likely attributed to the regular post-construction inspec-
                                                                          tions. Ninety (90) percent of the projects where compli-
             A cursory review of the survey results is at first           ance could be determined in Virginia Beach and Norfolk
           very discouraging. Of all the constructed projects             were determined to be in compliance and 10% were in
           reviewed, only 51% were determined to be in com-               moderate compliance. None of the inspected sites were
           pliance. It is important to note, however, that com-           determined to be out of compliance. By comparison,
           pliance could not be determined for one reason or              1.5% of the sites visited in other localities, were catego-
           another at 27% of the sites visited. The fact that             rized as out of compliance, where compliance could be
           compliance could not be determined does not auto-              determined.
           matically mean that the projects were not built in                Prior to conducting the study, it was anticipated that
           conformance with the intent of the permit docu-                there would be a marked difference in compliance levels
           ment.                                                          between urban and rural localities. Initially this ap-
             In fact, it is more encouragingto note that the              peared to be the case. Once Virginia Beach and Norfolk
           vast majority of the sites visited. even where compli-         were factored independently from the other urban locali-
           ance could not be determined, appeared to have                 ties, however, the data revealed very little difference in
           been constructed along reasonable alignments and               compliance levels between urban and rural localities.
                                                                             It appears that the programs being implemented by
           were often the proper length or width or both. This            Virginia Beach and Norfolk are effective in ensuring    .per-
           seems to indicatea general intent to comply with
                                                                          mit compliance. As a result, the recommendations for
           permit requirements. This opinion is further sup-              improving compliance draw heavily on the examples
           ported by the fact that, of all those projects where           provided by these localities.
           compliance could be determined, 89% were deter-
           mined to be in either,total or moderate compliance.
             The primary problem identified during the sur-
           vey was the inability to precisely determine compli-              SUMMARY AND RECOMMENDATIONS
           ance at 27% of the sites.vis,ited. Many of the
           permits did not have adequate drawings or bench-                  The increasing importance of effective compliance
           marks to ensure compliance.' Additionally, many                monitoring cannot be overstated. Recent legislative
                                                                          changes which authorize VMRC and wetland boards to
           permits contained ambiguous conditions such as,
           liapproximately" or "as close P the bank as possi-             issue restoration orders and assess civil charges for viola-
           ble", which are by their nature virtually unenforce-           tions of wetlands, dunes, and subaqueous statutes neces-
                                                           31             sitate compliance programs which can accurately
                                                                     5







         to the one developed by VMRC. This form may be                  provide an additional mechanism for ascertaining when
         found as Attachment 2. The worksheet will help to               the permitted construction has been completed, since the
         ensure that all the necessary information is gathered           permittee will typically call for a compliance inspection
         during the inspection and will provide a quick refer-           soon thereafter in order to have his bond released.
         ence in the event questions regarding the project               Whether or not the board develops a performance bond
         arise later. Additionally, the worksheet information            policy for all projects, performance bonds should be con-
         should be provided to VMRC for incorporation into               sidered as a valuable tool to ensure compliance on pro-
         the compliance data base. The data base will pro-,              jects of special concern.
         vide a valuable source of information on compli-
         ance and the overall effectiveness of individual                   Recommendations VMRC Should Consider to En-
         wetlands boards.                                                hance Compliance Efforts

            5. Utilize only enforceable permit conditions                   Virginia state agencies are also currently operating
         and avoid nebulous statements such as, "approxi-.               within strict fiscal constraints. In addition, all agencies
         mately" and "as close to the bank as possible."                 continue to explore ways to streamline the permitting
         instead, the board should negotiate a specific maxi-            -process. As a result@ it is especially important that any
         mum encroachment, length, or amount of impacts                  new compliance enhancement policies not result in addi-
         shouldmodifications become necessary to satisfy                 tional burdens on VMRC's financial resources nor result
         any concerns. If modifications or revisions are                 in unnecessary additional requirements imposed on the
         agreed to during the public hearing, revised draw-              applicant. The following recommendations are made
         ings which accurately reflect the modification, in-             with this in mind and are typically policy and procedural
         cluding revised benchmark distances, should be                  type changes rather than an imposition of new require-
         required prior to permit issuance.                              ments on the applicant. Many of the recommendations
                                                                         for VMRC are similar to those noted for wetlands
             6. Develop a wetland board placard to be                    boards.
         posted by the permittee at all permitted project
         sites during construction. The placard can serve                    1. Require detailed drawings for all projects re-
         to aid inspectors and concerned citizens when a pro-            quiring a VMRC permit. Staff engineers should utilize
         ject is under construction and problems or questions            the drawings checklist found in the Joint Permit Applica-
         arise. The placard would provide the name and per-              tion in their initial review of each application to deter-
         mit number, making identification and inspection of             mine completeness. Areas where insufficient data was
         the project easier. If the locality already requires            provided should be conveyed to.the applicant with the
         building permits for all wetland projects, they may             acknowledgement letter. Incomplete applications should
         wish to avoid duplication and just add the wetland              not be processed. If adherence to this policy fails to pro-
         permit number to the placard for easy identifica-               vide the anticipated results, the Commission may wish to
         tion. A sample placard that was developed for                   consider Adopting a regulation that requires profession-
         VMRC is provided as Attachment 3.                               ally engineered drawings be submitted on all commer-
                                                                         cial projects, or for projects exceeding a certain
             7. Performance bonds can be utilized to pro-                threshold of impact or value. In the event an engineer
         vide a financial incentive to comply with wet-                  can clearly determine from the available information that
         lands permits. Some boards currently require all                a VMRC permit will not be required, additional informa-
         permittees to post a performance b    *ond. That bond           tion to satisfy this policy would not be necessary.
         is not released until a post-construction inspection
         has determined that the p roj ect was constructed in                2. Accurate benchmarks or reference points
         conformance with the permit document. Some                      should be required on the plan view drawing(s) of all
         boards may determine that bonds are not appropri-               projects requiring VMRC authorization. Accurate
         ate for all projects due to low permit activity or the          distances from the benchmark to each end, and angle of
         fact that additional man-hours are required to proc-            the structure or impacted area should be mandatory.
         ess the bonds.                                                  These distances should be routinely checked during the
             Bonds are a compliance mechanism that are al-               initial site visit. If benchmarks are impractical. for a cer-
         ready provided for in the wetlands law. They are                tain project, it may be necessary to have the applicant
         routinely used effectively by a few boards to ensure            stake the impacted area. If staking is utilized, the engi-
         compliance. The bonds are typically set high                    neer should take an adequate number of slides to accu-
         enough to provide sufficient funds to undertake res-            rately document the proposed alignment. This may well
         toration in the event of noncompliance. Bonds also              be the case for dredging proposals.



                                                                      7






                                                           Attachment 1





                                    Int 9







                                            lot U
                               IM 23
                                        Lot 12               Ce


                                    Site Map                                                 Vidnity.Map


                                                                                      7 Rehan, VAR
                                     Lot 10                                              Alma RL


                                                          i9l






                                                                                               :25'
                                                          3r



                                                 57


                                      Lot 11                                                                        V






                                                          37                                   5







                                                          39,
                                     Lot 12                                        177' -XItV



              Datum: MLW
                                                               Plan View
                                                                                                 County of. Northurnberland
              Adjacent Property Owners
               1. Lot 10, C.B. Parks                                                             Sheet. 1 of          1
               2. Lot 12, M.E. Lank                               John G. Doe                    Date: Au ust 3 1991
                                                                 P.O. Box 123                                9
                                                             Tidewat-er, Va 22222





                                                                        9





                                           Attachment 3



                                                                      Permit
                                       @.:VIRGINIA

                                     Opp

                                      ;000
                                                             COD
                                                         Y
                                               N.


                                                   C

                              Commonwealth of Virginia
                           Marine Resources Commission
                                       Authorization





           A Permit has been issued to:
                                                         (Name)

                                                         (Address)



            The Permit Authorizes:





                  Issuance Date                          Expiration Date




                                               (Commissioner or Designee)


                                               (Notary Public)


                                              (Commission Expires)


                            This Notice Must Be Conspicuously Displayed At Site Offork






 I I


















                   EXHIBIT B




                                     Local, State, Federal
                 Joint Permit Application

                                                                                              Filling Isolated
                                                                Intake and Outfall                Wetlands
                                                                Structures           IL

                 Stream
                 Alteration                 Filling Nontidal
                                            Wetlands



                                                                                          Structures and/or
                                                                                               fills in lakes
                                                                         Underwater
                               I   impoundments                             rossings
                                   (Ponds,Lakes)




                                                                                   nams,
                                              Road                                 Levees, Weirs
                                              Crossings
            Some forms of mechanized
            land clearing in any wetland
                                             Aerial
                                         Crossings


                                                                          Man-made
                                                                             Canals
                             Filling below MHW
                             or in wetlands
                                                                     - 4-4

                                                                 A


                                                                    Shoreline Stabilization
                                                                    (Bulkheads, Riprap)


                                                                                   Beach Nourishment



                                                                                                 Groins, Jetties









         Published jointly by the:
                 U.S. Army Corps of Engineers, Norfolk District          Virginia Dept of Environmental Quality
                 Virginia Marine Resources Commission                    Local Wetlands Boards










                                                            PREFACE

        This guide is designed to assist you in applying for permits from Local, State, and Federal regulatory agencies for
        work in waters and/or wetlands within the Commonwealth of Virginia. The intent of the guide is to provide
        general information on the permit process, not a complete legal and technical reference.

        Answers to technical questions and detailed information about specific aspects of the various permit programs may
        be obtained from any of the Federal and State regulatory offices or the advisory agencies listed in the agency
        directory.




                                       THE JOINT PERMIT APPLICATION PROCESS

        Complete one application to applyfor nuiltiple agency permits - A single Joint Permit Application is used by the
        regulatory agencies. This means only one application needs to be completed for most local, state, and federal
        agency permits. However, some health departments and local agencies do not use this application. You should
        contact them for information regarding their requirements. Even though one application has been filed, separate
        permits are often required from the regulatory agencies involved in the permit program. Before you begin work.
        make sure you have received authorizations or waivers from each agency.

        Send completed application to the Virginia Marine Resources Commission. 'Mey will assign a processing number
        and forward copies to the Corps of Engineers, Department of Environmental Quality, local wetlands board, and
        various other State agencies, as appropriate.

        If you have any questions about the need for a permit, the permitting process, or completing the joint permit
        application, contact the Corps of Engineers for a pre-application site Visit. Corps staff can often help you
        minimize adverse impacts or eliminate the need for a Corps permit altogether.


                                           ORGANIZATION OF THE JOWTAPPLICA TION

        The basic application, appendices, and various acknowledgement forms are located in the front of the booklet.
        The general information section which contains a regulatory and resource agency directory, information on
        penalties, processing procedures,definitions and special terms, and the most frequently asked questions is located
        in the back of the booklet.








        If you are submitting this -application as a Pre-Discharge
        Notification (PDN) under the the Corps Nationwide permit
        program, 33 CFR 330 (Appendix A, Part C), you must clearly
            enti y it by writing the letters PDN at the top of the first@
        page of the basic application.









                                                   TABLE OF CONTENTS

        Preface  ......................................................................                               I

        Basic Application Form     ..........................................................                         3

        Appendices with Sample Drawings

                       Appendix A            Private Piers & Marginal Wharves      .........................          9
                       Appendix B            Boathouses    ........................................                 11
                       Appendix C            Marinas & Community Piers      ........................... .           13
                       Appendix D            Dolphins-Mooring Piles-Buoys Not Associated w/Piers       ..........   15
                       Appendix E            Boat Ramps    .......................................                  17
                       Appendix F            Bulkheads & Associated Backfill.    .........................          19
                       Appendix G            Fill  ..................                                               21
                       Appendix H            Riprap & Associated Backfill     ............................          23
                       Appendix I            Marsh Toe Stabilization    ................................            25
                       Appendix J            Dredging/Mining/Excavating      ............................           27
                       Appendix K            Groins & Jetties   .....................................               29
                       Appendix L            Breakwaters   .......................................                  31
                       Appendix M            Beach Nourishment      ..................................              33
                       Appendix N            Intake - Outfall Structures  ..............................            35
                       Appendix 0            Stream Channel Modifications      ...........................          37
                       Appendix P            Impoundments/Dams       .................................              39
                       Appendix Q            Utility Crossings   ....................................               41
                       Appendix R            Road Crossings (Bridges-Tunnels-Culverts)      ..................      43

       Certification of Authorization (Designates Agent to Act on Your Behalf)     .........................        45

       Adjacent Property Owners Acknowledgement Form           ......................................               47

       Applicant's and Contractor's Acknowledgement Form         ....................................               49

       Regulatory & Advisory Agencies       ...................................................                     51

       Information on Federal Wetlands Determinations      ........................................                 55

       Federal Penalties, Related State Codes, Privacy Act Information     ..............................           57

       Processing Procedures   ......................... ................................                           58

       Most Frequently Asked Questions      ..................................................                      59

       Definitions, Special Terms, & Abbreviations      ...........................................                 60

       Certificate of Compliance with the U. S. Army Corps of Engineers Regional Permit RP- 17 for
       the construction of open pile piers for private use ........................................                 63
       Addendum: Department of Environmental Quality Additional Requirements           .......................      Al






                                                              -2-










                                                 BASIC APPUCATION FORM

                                    JOINT PERMIT APPLICATION FOR ACTIVITIES IN
                         WATERS AND WETLANDS OF THE COMMONWEALTH OF VIRGINIA

        PLEASE PRINT OR TYPE ALL ANSWERS:
        If a question does not apply to your project please print NIA (not applicable) in the block or space provided, If
        additional space is needed, attach extra 8-112 " x I I " sheets ofpaper. Ifyou are unsure of a particular tern4 please
        refer to the definitions section.
        Ia.    Applicant's name and complete address:
               Mr., Mrs., Ms. (circle one)                                            Telephone numbers:
                                                                                      Home (A/C_)
                                                                                      Work (A/C_)




        1 b.   Property Owner's name and complete address:                            Telephone numbers:
               (if different from above)                                              Home (A/C____)
                                                                                      Work (A/C____)





        2.     Authorized agent's name                                                Telephone numbers:
        and complete address (if applicable):                                         Home (A/C_)
                                                                                      Work (A/C_)






        3.     Have you obtained a contractor for the project? -Yes -No          If your answer is "yes" complete the
        remainder of this question and submit the Applicant's and Contractor's Acknowledgement Form on page 47 with
        your application.

               Contractor's name and complete address:                                Telephone numbers:
                                                                                      Home (A/C_)
                                                                                      Work (A/C




        4.     List the name, address, and telephone number of the newspaper having general circulation in the area of the
        project. Failure to complete this question may delay Local and State processing.
               Name and complete address:                                             Telephone number:
                                                                                      (A/C---)





        NAO FM 1065, Rev 30 APR 93/VMRC 30-300 Rev 30 APR 93

                                                                 _3-









       5. Please give the name of the waterbody at the project site, the county or city the project is located in, and
       directions to the site:

                                                      a tributary to


             located in
                                             County/City

       Give descriptive directions to the project site from the nearest intersection of two state roads within that county or
       city and visible points of reference:









           IF THE PROJECT SITE IS LOCATED IN AN UNDEVELOPED SUBDIVISION OR PROPERTY,
            CLEARLY STAKE AND IDENTIFY PROPERTY LINES AND LOCATION OF PROPOSAL. A
            SUPPLEMENTAL MAP THAT SHOWS HOW THE PROPERTY IS TO BE DIVIDED SHOULD
                                                 ALSO BE PROVIDED

       6.    State the project purpose and provide a brief description of the project:




       7.    Please place a checkmark next to as many of the following that describe your project site:

                  Tidal waters                          100 year floodplain                 Natural
                  Tidal wetlands                        Lake or Pond                        Man-made
                  Nontidal waters                       Mudflats                            Unknown
                  Nontidal wetlands                     River
                  Vegetated Shallows
                  Other (explain - e.g. Intermittent stream, vernal pool, etc.)


       8.    Proposed use (check one):
                    Private                     Community                      Commercial

                    Industrial                  Government

                    Other (explain):








                                                            -4-









        9.     Will the project impact (flood, drain, excavate, dredge, fill, shade, etc.) wetlands ?
               - Yes                No         Uncertain

        If your answer is "YES", please indicate:

               A. vegetated wetlands area(s) to be impacted?
               tidal           square feet    nontidal                 square feet
               B. nonvegetated tidal wetlands area(s) to be impacted?                           square feet

        10.     Will the project be located at the site of any historic property? (Note: historic properties include but are
        not limited to archeological sites, Civil War earthworks, graveyards, buildings, bridges, canals, etc.)
                Yes              No      If "Yes", please provide a map showing the location.

        11.     Have you previously contacted the Department of Historic Resources concerning this project?
               Yes            No         If "Yes", please provide the following information:


                a. VDHR file number:
                b. Response date:
                c. Type of response (no effect/no adverse effect, additional information requested, survey requested,
                further consultation needed):


        12.     Is your project located within a historic district?         Yes              No           Uncertain
        If "Yes", please indicate which district:


        13.     Has a survey to locate archeological sites and/or historic structures been carried out on the property?
                Yes              No      If "Yes", please provide the following information:
                a. Date of survey:
                b. Name of firm:
                c. Is there a report on file with the Virginia Department of Historic Resources?
                d. Was any historic property located?


        14.    Have you previously had a site visit, applied to, or obtained a permit from any agency (Federal, State, or
        Local) for any portion of the project described in this application or any other project at the site?
             Yes            No           If your answer is "Yes", provide the following information:

        Name of Representative:
        Agency                    Activity                        Application Numb               Action I&Qa Jcheck
                                                                                                 the appropriate boxJ

                                                                                               Issued          Denied

                                                                                               Withdrawn           Site Visit
        Date Action taken







                                                                    -5-








        15.   a) Has any work commenced or has any portion of the project for which you are seeking a permit been
        completed? -Yes -No

              b) Are you submitting this application at the direction of any state, local or federal agency? _ Yes - No
        If your answer to either question above is "YES", give details below stating when the work was completed, who
        performed the work, and which agency (if any) directed you to submit the application. (Please clearly differentiate
        on your application drawings that portion of the work which has been completed from that which is prop9sed.)






        16.   Approximately how long will it take to complete the project after all required permits have been issued?
                  months

        17.    Approximate cost of the entire project (materials, labor, etc): $              Approximate cost of only
        that portion of the project which affects State Waters (below mean low water in tidal areas or ordinary high water
        in nontidal areas): $

        18.    List the name and complete mailing address of each adjacent property owner to the project.







        19.   List the name and complete mailing address of each waterfront property owner across the waterway from
        the project, if the water body is less than 500 feet wide. Also, if the project is within a cove, list the name and
        address of each property owner located on the cove.








        20.   All affected property owners must be notified of the proposed plans. If you do this yourself, it will assist
        us in processing your application. Have you discussed this project with all affected parties and had them sign an
        Adjacent Property Owner's Acknowledgement Form? - Yes - No If your answer is yes, the
        acknowledgement forms must be included with this application.








                                                                 -6-








       21.   Check the appendices below which apply to your project. NOTE: The applicable appendices must be
       completed and submitted as part of your application. Additional appendices can be provided upon request. If
       you are proposing multiple activities, you may submit one plan view drawing provided all the required
       information for each activity is included (e.g. if your proposal includes a pier, boathouse and dredging, you may
       show all activities on a single plan view drawing). A sample drawing for each activity is located on the back of
       the corresponding appendix. Although the sample drawings are condensed so that the plan view, cross section,
       end view, and vicinity maps are all on one page, you do not have to limit your drawings to one page. Drawings
       submitted need not be prepared by a professional draftsman as in these samples.

                                              LIST OF APPENDICES
                    AppendixA            Private Piers & Marginal Wharves
                    Appendix B           Boathouses
                    Appendix C           Marinas & Commercial Piers
                    Appendix D           Dolphins-Mooring Piles-Buoys Not Associated w/Piers
                    Appendix E           Boat Ramps
                    Appendix F           Bulkheads & Associated Backfill
                    Appendix G           Fill
                    Appendix H           Riprap & Associated Backfill
                    Appendix I           Marsh Toe Stabilization
                    Appendix J           Dredging/Mining/Excavating
                    Appendix K           Groins & Jetties
                    Appendix L           Breakwaters
                    Appendix M           Beach Nourishment
                    Appendix N           Intake - Outfall Structures
                    Appendix 0           Stream Channel Modifications
                    Appendix P           Impoundments/Dams
                    Appendix Q           Utility Crossings
                    Appendix R           Road Crossings (Bridges-Tunnels-Culverts)


                    Addendum             Department of Environmental Quality Additional Requirements

                                          ALL APPLICANTS MUST SIGN

       I hereby apply for all necessary permits for the activities I have described herein. I agree to allow the duly
       authorized representatives of any regulatory or advisory agency to enter upon the premises of the project site at
       reasonable times to inspect and photograph site conditions.

       I hereby certify that the information submitted in this application is true and accurate to the best of my knowledge.



       APPLICANT'S SIGNATURE                    APPLICANT'S NAME (PRINTEDfIYPED)


       DATE


       REMINDER: BE SURE TO COMPLETE THE APPENDICES YOU CHECKED ABOVE AND SUBMIT
       WITH THE BASIC APPLICATION FORM (PAGES 3-7). MAIL ALL INFORMATION TO:

                                   Virginia Marine Resources Commission
                                   Habitat Management Division
                                   P. 0. Box 756
                                   Newport News, Virginia 23607


                                                         -7-










                                APPENDIX A -- PRIVATE PIERS AND MARGINAL WHARVES

        PLEASE CONIPLEM THE CHECKIJST AND ANSWER THE QUESTIONS. 11-IE DRAWINGS MUST
        CONTAIN TBE FOLLOWING INFORMATION OR TIIEY WUJL BE RETURNED AS INCONIPLEM

        Plan View Drawing
                north arrow
                waterway name
                existing structures
                benchmarks showing distances to fixed points of reference
                mean low water and mean high water lines (tidal)
                ordinary high water line (nontidal)
                location of vegetated wetlands at the project site
                shoreline, property lines, and location of adjacent property owners (if in a cove or the waterway is less
                than 500 feet wide, also show the location of the property owner across from the site)
             -  distance the proposed structure will be located from the adjoining property lines
                width of the waterway (measuring from mean high water to mean high water (tidal) or ordinary high
                water to ordinary high water (nontidal)
             -  ebb and flood (tidal) or direction of flow (nontidal)
                location and distance from existing channels (marked and/or unmarked)
                soundings taken at mean low water (tidal) or at full pool level (nontidal) at 10-foot intervals
                channelward encroachment (including mooring piles) relative to mean high and mean low water lines
                dimensions of pier and all LJT-head section, platform, or deck
                distance between the structure and mooring piles

        Side View Drawing
                existing contours of the bottom and marsh peat surface
                mean high and mean low water levels (tidal areas)
                ordinary high water level (nontidal areas)
                height of pier over existing bottom or marsh peat surface

                Vicinity Map 'Me name of the map from which the vicinity map was taken and the exact location of the
                project site must be included (U.S.G.S. quad sheet, street map, or county map is preferred).

        1 .     Number of vessels to be moored at the pier:

        2.      Provide the registration number of vessel(s):

                registration                                                            type of vessel
                registration -                                                          type of vessel
                registration -                                                          type of vessel


        3.      Give type (e.g. sail, power, skiff, etc.) and size of vessel(s) to be moored at the pier:

                                 type                    length                  width          -----draft
                                 -type                   length                  width          -----draft
                                -type                    length                  width                   draft





                                                                   -9-





                                             APPENDIX A, Private Piers & Marginal Wharves


                                  Lot 4                                                         Existing Pier                       N
                                  Both Oaks
                                  Route 1, Box 200
                                  Perryville, Virginia 22121

               W                                                             Vegetation
               A0                                                              Mooring p
                                                                                                ;D
                                                                                 20'

                                                                                                                           75
                                                                                                                                        W

               >

                                 0
                                 2:                                                                                       16
               CY                                                                                                                       W
                                 M               39'                                            CY
               0
               cr                                          96'
               0                                                                                         ......
                                                                                                                                        CL
                                                                         481       !-0-        A      7(Y

                                                                          Fro-W; Line      on
                                 Lot 6
                                 Miles D. Fixer
                                 401 Doyle Lane
                                 Locustville, Virginia 29306





                                                                                    .... ......





                                                                                                                      *6
                                                                  60' tat    gth
                                                                                                2x8 docking on
                                                                                                                      w
                                                                     48'from)A4W-               2x8 stringers with
                                                           ..........
                                                                                                           each side
                                                                                MLW             2x8 gurter
                                                                                                Of Pilo.
                                                                                                  +5.0'
                                                                                                %.,+2.5'MHW
                                                                                                  +O.O'MLW
                                                                  IT


                                                                                                      8"-10" Diameter
                                                                                                      Piles. Length as required
                              Materials:
                              1. All pll" and lumber to be oak treated.
                              2. AD nails, bolts and Hardware to be galvanized.






              Adjacent Property Owners:                                Plan &                       Proposed private pier prolemet
                                                                 Cross Sectional                     in Painter Crook at Martin Bay
                                                                                                                                       @
                                                                                                                                        c
                                                                                                                                        4















              1. Both Oaks                                              View                         County Of West
              2. Miles D. Fixer                                 Evans Pier Project                   Applicant J. J. Evans
                                                                    Scale 1'       40'               Sheet 1 of              Date 1/29/92

                                                                             -10-










                                            APPENDIX B --BOATUOkJSES

       PLEASE CONIPLETE THE CI-IECKLIST AND ANSWER T11E QUESTIONS. TIHE DRAWINGS MUST
       CONTAIN THE FOLLOWING INFORMATION OR TIIEY WILL BE RETURNED AS INCOMPLEM-

       Plan View Drawing
              north arrow
              waterway name
              existing structures
            - benchmarks showing distances to fixed points of reference
              mean low water and mean high water lines (tidal)
              ordinary high water line (nontidal)
              location of vegetated wetlands at the project site
              shoreline, property lines, and location of adjacent property owners (if in a cove or the waterway is less
              than 500 feet wide, also show the location of the property owner across from the site)
            - width of the waterway (measuring from mean high water to mean high water (tidal) or ordinary high
              water to ordinary high water (nontidal)
            - ebb and flood (tidal) or direction of flow (nonfidal)
              location and distance from existing channels
              channelward encroachment (including mooring piles) relative to mean high and mean low water lines
              dimensions of the boathouse, catwalks, or other structures
              distance between the structure and mooringpiles
              soundings taken at mean low water (tidal) or at ordinary high water (nontidal) at 10-foot intervals

       End View Drawing
              mean high and mean low water levels (tidal)
              ordinary high water level (nontidal)
              dimensions of the proposed boathouse
              height above mean high and mean low water level
              material to be used for construction


              Vicinity Map T'he name of the map from which the vicinity map was taken and the exact location of the
              project site must be included (U.S.G.S. quad sheet, street map, or county map is preferred).


       I .    Give type (e.g. sail, poweir, skiff, etc.) and size of vessel(s) to be moored at the boathouse:

                       -type -Jength ------width -draft
                             type          ength          width          draft
                             type          length ____Lwidth             draft


       2.     Will the sides of the boathouse be enclosed?      Yes             No

       3.     Provide the registration number of vessel(s):

              registration                                                    type of vessel
              registration                                                    type of vessel
              registration                                                    type of vessel






                                                             APPENDIX B, Boathouses


                     1. J. Smith
                         1200 South Road
                         Yorktown, VA                                                                                                              @d
                                                                                             102'                                              C   Lu
                                                                                                                                             1     LU
                                                                                           108.                                              1     d:
                                                                                                                               47                  C-)
                                                                                                                                                   uj
                                                                                                                                               0
                                                                                        114'                                                   .0  CC
                                                                                                                                             I W 0
                                                                              IFY10102 EIRE                                                        0
                                                                      1111111111111111111111                                                       a.
                                                                       125-                               Proposed
                                                                                       Exisiting Pier     Boatho
                  Applicants residence                                                                                                         N
                  J. Kimidy
                  1201 South Road
                  Yorktown, VA
                                                                 1              -1 -1 -2 -3 -4       .4 -4              dept   'at MLW)


                                                                                                       700' widtkof       erway

                                             Lot 10


                                                                                            ...........
                                                     121
                        C. Barton
                   2.
                        1202 South Road
                                                                                        ..........
                             own. VA


                                                                                  XX,

                                                                                  .. .....         ...







                                                                                ..............




                                                                                                          Side View                End View

                  residence                                                       Asphaft Shingle



                                                           ...........  x::`
                                                                                                                                             Open
                                                                                         Proposed
                                                              Ex ... g Pier              Boathouse                                           aid


                                                                                                                      41     8@










              Adjacent Property Owners:                                     Plan &                      Proposed Boathouse
                                                                     Cross Sectional                      in Poore Creek at Isellvillo
              1. J. G. Smith                                                 View                         County of W9st
              2. C. E. Barton                                      J.Kimidy Boathouse                     Applicant J. Klmidy
                                                                        Scale 1" = 40'                    Shoot 1 Of              Date 1/29/92

                                                                                -12-










                                APPENDIX C --MARINAS AND COMMUNITY PIERS

      PLEASE CON11PLETE THE CHECKLIST AND ANSWER THE QUESTIONS. TIIE DRAWINGS MUST
      CONTAIN THE FOLLOWING INFORMATION OR THEY WILL BE RETURNED AS INCOMPLEM-

      Plan View Drawing
             north arrow
             waterway name
             existing structures
             benchmarks showing distances to fixed points of reference
             mean low water and mean high water lines (tidal)
             ordinary high water line (nontidal)
             location of vegetated wetlands at the project site
             shoreline, property lines, and location'Of adjacent property owners (if in a cove or the waterway is less
             than 500 feet wide, also show the location of the property owner across from the site)
             width of the waterway (measuring from mean high water to mean high water (tidal) or ordinary high
             water to ordinary high water (nontidal)
             ebb and flood (tidal) or direction of flow (nontidal)
             location and distance from existing channels
             channelward encroachment (including mooring piles) relative to mean high and mean low water lines
             length, width and other pertinent dimensions of the structures
             distance between the structures and mooring piles
             soundings taken at mean low water (tidal) or at ordinary high water (nontidal) at 10-foot intervals
             proposed structures for collection and handling of haza dous material (include settling tanks for
             collection of travel lift washdown water, paint chips, etc.)
             location of gasoline storage tanks

      Cross Section Drawing
             dimensions of covered structures including roof height above mean high and mean low water level
             material to be used for construction
             existing contours of the bottom
             mean high and mean low water levels (tidal)
             ordinary high water level (nontidal)
             height above mean high/mean low/ordinary high water line
             height of structure(s) over the bottom or marsh peat surface
             Vicinity Map The name of the map from which the vicinity map was taken and the exact location of the
             project site must be included (U.S.G.S. quad sheet, street map, or county map is preferred).

      I .    Have you obtained the State Health Department's approval for sanitary facilities?    Yes -No
             (You are required to obtain this approval or a variance before a VMRC permit can be issued.)

      2.     Will petroleum products or other hazardous materials be stored or handled at the facility?
                    Yes         No    If your answer is yes, please include your spill contingency plan

      3.     Will the facility be equipped to offload sewage from boats? - Yes - No
      4.     Indicate the number and type of slips:                  Wet Slips           DryT-torage
                                                Existing
                                                Proposed

          THE DEPARTMENT OF ENVIRONMENTAL QUALITY REQUIRES APPLICANTS TO
               SUBMIT THE ADDENDUM LOCATED AT THE END OF THIS APPLICATION



                                                          -13-









                                            Overall width of waterway Is 1800' at Pier 2 and 600' from the pier 'T" to the channel.
                        lood          tu             -6.0                                                                  Shapiro Crook
                              Ebb-0-



                    Bulkhead Reference
                    Points Measured to                                            .5
                    Center of Piling from
                    annotated Bench
                    Mark (BM) Tree.

                    A to (BM) A = 92'
                        (BM) B = 73'
                    B to (BM) 8 = 72'
                        (BM) C = 110'                                                                                OF
                    C to (BM) B = I 10,
                        (BM) C     70'


                                                                                                      LINEL-
                                                                                                                               Pier 3
                                                             -1B
                                      W                                                                       ler 2
                        Propo
                        290' Bu                                    Pier 1              .....       ......         Vqqetated Bu        Strip   1U
                                      ead
                                                                                                                                                30P x 30'
                        and Backli                                                                          ....                                Concrete
                                            A
           x                                                                      Storage                                                0      Travel Litt
           S                                      0                                Tanks                              Sh"jol-re,         0       Pad
           z                                                   I   I                                                     .......
           W        30                   -j     @eo                                           T1
                                                C
           0.                            2      cc 0                                        BM *C*
                                                                                             Tree                      ...........
                        40        061           T
                                                0

                                                                                                                                      ......    ....
                                                io
                                                                                                                                       ..........

                                                                                     Porous           Tree        Bathhouse
                                                                                     Surface
                                                  0
                                                                                     Parking                                         ...
                  GOO   f                                                                                                                      Boat Yard
                                                  0                                                                                               and
                                              0                                                                                             Maintenance Are
                                         S9       roe                                                                41 C b:                (Porous Surface)
                                         a)-                                                                         -
                                         we       BM                                                                 r-
                                         >                                                                           cc
                                                                                                                         cc
                                                                                Dredged Material Kree                2
                  Boat Ramp Parkin                                              Disposal Area                   0900
                                                                                                                                         ro 9    if 9 r










                                      APPENDIX D -- DOLPHINS OR MOORINGS
                                                (not associated with piers)

       PLEASE COMPLETE THE CHECKLIST AND ANSWER THE QUESTIONS. THE DRAWINGS MUST
       CONTAIN UM FOLLOWING INFORNUTION OR THEY WILL BE RETURNED AS INCONIPLETE:

       Plan View Drawing
              north arrow
              waterway name
              existing structures
              benchmarks showing distances to fixed points of reference
              mean low water and mean high water lines (tidal)
              ordinary high water line (nontidal)
              location of vegetated wetlands at the project site
              shoreline, property lines, and location of adjacent property owners (if in a cove or the waterway is less
              than 500 feet wide, also show the location of the property owner across from the site)
            - width of the waterway (measuring from mean high water to mean high water (tidal) or ordinary high
              water to ordinary high water (nontidal)
            - ebb and flood (tidal) or direction of flow (nontidal)
              type of mooring (buoy, pile, dolphin)
              anchoring device and weight
            - latitude and longitude of mooring
              location and distance from existing channels
              total swing radius

       Cross Section Drawing
              type of mooring
              length of chain and line used
              weight and type of anchor
              material to be used for construction
              existing contours of the bottom
              mean high and mean low water levels (tidal)
              ordinary high water level (nontidal)

              Vicinity Map The name of the map from which the vicinity map was taken and the exact location of the
              project site must be included (U.S.G.S. quad sheet, street map, or county map is preferred).

       I .    Give the number of vessels to be moored:

       2.     Give type (e.g. sail, power, skiff, etc.) and size of vessel(s) to be moored:

                             - type                length                width                draft

                        _____jype          -length                       width                draft

       3.     Name(s) and complete address(es) of the owner(s) of the vessel(s) if other than applicant:




       4.     Registration/documentation number(s) of the vessel(s):
       5.     Do you plan to reach the mooring from your own upland property?      Yes             No       if
              "No", explain the proposed means of access:


                                                           -15-






                                                          APPENDIX D, Dolphins or Moorings

                               '10                                    .7                                       N
                           @4\  00 Je Ile               00,            Proposed Mooring
                          00, .001     Swing radius     87                    Latftude 38057'484               Latitude -
                  .9 '00                                                      Longitude 74017'18'              38057'48-          41@1
                 .00
                       Plan View                    -6                                 C eAA                 Proposed             -      VA 6S,
                                                                                                             Mooring
                               400'

                                                                                          .2
                               N                                                                                             inity Map
                                                                                                                                                 4000,
                                                            -4
                                          10                                                                              ket     rorn U.S.C.& G.S.
                                                                                                                              rt 8191 (19
                                                                                                                 "t;e                     71)

                                                                                                                              2. R. A. Brien

                                                                                         All


                                                                                                       ...........
                                                                                                        ...........
                                                                                                        ..........
                                                             .2
                 E. Graham
                 Box 19                                                                                                   Ine        A alls.
                                                                                                                                     ot, IF
                                                                                                               TCE!
                 Norfolk, VA                                                                                           1. T. B. Pr in
                 46121


                                                                                               ..... ........



                            scale: I*= 10'
                                                                                         .... ......
                            Latitude 3805"r488
                            Longitude 74017'18"
                                                                                 ............
                                                                                  ...........
                            Swing radius     12+24+24+27=


                                                                                                       1/20 dimeter pennant
                                                                                                       (24 feat long)
                                                               0




                                                                                                                                  27'boat
                                                                   a     y with
                                                                    horizonalband

                                                                                                                                     0         0

                        MLW


                                                   I" diameter heavy chain (galvanized)
                                                    12 feet long)                                1/4* diameter steel cable
                                                                                                  24 feet long)
                                                                                                                                  ExIstins bottom-
                                                                                                                               .. . . . . . . . . .
                                                . . . . . . . . . . . . . . .

                                       ......                                                 . ......                               ......
               ................................                                     ..... .
                 Adjacent Property Owners                           Proposed Mooring                      Proposed Mooring In
                 1. E. Graham                                             Allen Grimes                    Chief* Bay at Cotnolr, VA
                 2. R. A. Brien                                         1121 Bark Road
                 3. T. B. Pruitt                                       Richmond, Virginia                 County of West
                                                               Sheet   1 of 1      Oat* 3-20-93           Applicant: Allen Grim*$

                                                                                -16-










                                           APPENDIX E -- BOAT RAMPS

       PLEASE CONTLETE THE CHECKLIST AND ANSWER UIE QUESTIONS. TI]EDRAWINGS MUST
       CONTAIN TTIE FOLLOWING INFORNIATION OR TI]EY WILL BE RETURNED AS INCOMPLE1F_-

       Plan View Drawing
              north arrow
              waterway name
              existing structures
              benchmarks showing distances to fixed points of reference
              mean low water and mean high water lines (tidal)
              ordinary high water line (nontidal)
              location of vegetated wetlands at the project site
              shoreline, property lines, and location of adjacent property owners
              width of the waterway (measuring from mean high water to mean high water (tidal) or ordinary high
              water to ordinary high water (nontidal)
              ebb and flood (tidal) or direction of flow (nontidal)
              dimensions of ramp
              location and distance from existing channels
              channelward encroachment relative to mean high and mean low water lines

       Cross Section Drawing
              material to be used for construction
              existing contours of the bank and surface
              mean high and mean low water levels (tidal)
              ordinary high water level (nontidal)

              Vicinity Map The name of the map from which the vicinity map was taken and the exact location of the
              project site must be included (U.S.G.S. quad sheet, street map, or county map is preferred).

       1 .    Will any excavation be required to construct the boat ramp? - Yes       No If yes, explain how
              and where you plan on disposing of the excavated material:



       2.     What type of design and materials will be used (e.g. open pile design with salt treated lumber or
              concrete slab on gravel bedding, etc.)?


       3.     Please give the location of the nearest public boatramp:


       4.     Will any other structures be installed concurrent with the boatramp installation (e.g. tending pier, groin,
              etc.)? _ Yes       _ No        If "Yes", please include the appropriate appendices.

       5.     Will any portion of the project be placed on wetlands?  Yes         No
              If your answer is yes, indicate the square footage and type of area(s@ to be impacted:

                                                                   Tidal              Nontidal
                                  Yegetated wetlands                         sf  -               sf
                                  -Non-vegetated wetlands                    sf -------------------------
                                  -Subagueousland                             sf                 sf

        FOR COMMERCIAL BOATRAMPS, THE DEPARTMENT OF ENVIRONMENTAL QUALITY REQUIRES
            APPLICANTS TO SUBMIT THE ADDENDUM LOCATED AT THE END OF THIS APPLICATION

                                                         _17-






                                                   APPENDIX E, Boat Ramps

            3.
            Fred Jones
            Route 1, Box 220                                Proposed 12'                                     2.
            Johnston City, Virgi                           x 40'Concrete                                     Parcel *A"
                                                   0        boatramp                                         E. R. Howe
            24609
                                                @o                                                           224 FourMlle Rd
                                                                                                             Somecity, VA
                       N                     '10
                                                                                                             23056


                                 C Nk\%NS
                            097                                   Parcel "B"
                                                                  Applicant




                                                                                            aw- a
                                                                                                                   log.
                                                                         10
                                                                                                 ............


                                           Parcel "C*
                                           Nan Puckette
                                           Box 300
                    Plan View              Buckplace, VA 23169
                                                                              ......... .
                                                                                          ............
                    Scale 1"= 100'


                                                                         ..........
                                                                        .............
                                                                        ..............
                                                                        ...............
                                                                        . ...........
                                                                       Z
                                                                             .........



                                                                                          Shoreline at site
                                                    Proposed 12'w           n
                                                    precast steel rein                non-vegetated.
                                                    concrete boatram N.,
                                                    Appro Cl              12
                                                             ...............
                                                                           f rMo MHW


            Upland                                                              ir from MLW


                                                          ..............
                                                                                                             MHW` +2.0

                                                                                                             MLW 0.0



                                                . . .....                                                    -4.0



                                                                    Existing bottom
                 4-Cron Section Vlem( NA"- "A"
                      Scale: 1"=10'





           Adjacent Property Owners:                         Plan &                    Proposed boatramp Prolect
                                                        Cross Sectional                 in Wiggins Crook at Lewisville Bay
           1. Nan Puckette                                    View                      County of West
           2. Elizabeth R. Howe
           3. Fred Jones                              Hill Boatramp Project             Applicant Carlton L. Hill
                                                                                        Shoot I of           Date 3-19-93


                                                                  -18-










                               APPENDIX F --BULKHEADS & ASSOCIATED BACKFILL

       PLEASE CONIPLET`E THE CHECKLIST AND ANSWER TIRE QUESTIONS. ITIEDRAWINGSMUST
       CONTAIN THIE FOLLOWING INFORMATION OR THEY WILL BE RETURNED AS INCOMPLEM

       Plan View Drawing
              north arrow
              waterway name
              existing structures
              benchmarks showing distances to fixed points of reference
              mean low water and mean high water lines (tidal)
              ordinary igh water line (nontidal)
              channelward encroachment relative to mean high/mean low/ordinary high water lines
              location of vegetated wetlands at the project site
              shoreline, property lines, and location of adjacent property owners
              ebb and flood (tidal) or direction of flow (nontidal)
              return walls (if applicable)
              connection with existing bulkhead(s) (if applicable)
              proposed prap scour protection (if applicable)
              proposed backfill
              length of bulkhead

       Cross Section Drawing
              design & dimensions including all structural components (i.e. deadmen, knee braces, sheeting, etc.)
              material to be used for construction
              existing c ntours of the bottom and marsh peat surface
              mean high and mean low water levels (tidal)
              ordinary high water level (nontidal)
              proposed backfill
              base width and height of proposed riprap scour protection (if applicable)
              filter cloth

              Vicinity Map ne name of the map from which the vicinity map was taken and the exact location of the
              project site must be included (U.S.G.S. quad sheet, street map, or county map is preferred).

       I .    a) Is any portion of the project maintenance or replacement of an existing and currently serviceable
              bulkhead and/or backfill?        Yes - No Linear feet existing:

              b) If yes, is it possible to construct the new bulkhead no greater than 2 feet channelward of the existing
              bulkhead?            Yes -No                 If your answer is "No", explain:


       2.     Describe type of construction and materials to be used, including source of backfill material and its
              composition (e.g. 80% sand, 15% clay and 5% silt), and all fittings for the bulkhead:


       3.     Will any portion of the project be placed on wetlands or subaqueous land? - Yes            No
              If your answer is yes, indicate the square footage and type of area(s) to be impacted:

                                                                      Tidal              Nontidal
                                    Vegetated wetlands                          sf                   sf
                                   -Non-vegetated wetlands                      sf -------------------------
                                    Subaqueous land                             sf                   7f
                                                           _19-






                                                 APPENDIX F, Bulkheads & Associated Backfill
                                                                        Kover Creek
                                                         Ti        all to             Proposed 11 5'timber bulkhead, with
                                                         ex! new w                    9' return wall, placed landward of MHW
                                  Fk)od                    isting bulkhead            and all ve etated wetlands.
                                   Ebb --No-             return                                                         Proposed 9' Return
                                                                                                                        with Rip - Rap to
                                                                                              A                         prevent flanking

                                                                                                                      111-1 1
                                                            PIN                       Deck
                                                                                                    4         PIN
                                                                                Lot 6                  101
                                                                                Applicants            V
                                                                                House



                                           Lot 5
                                           Smedley Leedom
                                           111 First Street
                                                                                                         Ro             A
                                           Iseliville, Virginia                                          Adds
                                           22406                                Circle                   203
                                                                                court
                                                                                                         Prope      Ine
                                         Prope                                             '@&
                                                   Ljne


                                           Lot 4



                                                                        G  "v                       re
                6x6                                    Sandy f 11       H:r
                                          G
                Deadman

                                                                                      .. ........ .
                Anchorat                                                                ...........
                each             %
                Pile              %
                                                                                               2"above
                                       %     Galvanized tieback
                                                                                               MHW
                                                                                                                41
                                             rod or cable


                                                               ...........

                                                                         ......                                                              MH`W
                                                                                                                                             MLW
                                                            fift4   th                         Vegetated
                           110                                                   14.           watland
                                                                                      2x8      to remain        4
                            degrees
                                                                                      Tongue
                                                                                      & Groove
                                                                            U         Shoot
                                                                                      Piles
                                                                         %                                      2'
                                                                                "-o*- Fender Pile S'O.C.           A
                                                                 SECTION'A'-'A'

                                                                     Scale: 1/4" = 1 '-0'



                Adjacent Property Owners:                                Plan &                        Proposed bulkhead project
                                                                   Cross Sectional                     In Kover Creek at lblson Bay
                1. Smedley Leedom                                          View                        County of West
                2. Mickey Mac                                     Williams Bulkhead                    Applicant Bruce Williams
                                                                       Scale 1        40'              Shoot 1 Of               Date 2/24/93
                                            ME                                  --           MEN
                                                                                -20-










                                                         APPENDIX G -- FILL

        PLEASE COMPLETE THE CHECKLIST AND ANSWER TTIE QUESTIONS. THEDRAWINGS MUST
        CONTAIN TBE FOLLOWING INFORMATION OR THEY WILL BE RETURNED AS INCOMPLETE.

        Plan View Drawing
                north arrow
                waterway name (if applicable)
                dimensions of area to be filled
                existing structures
                benchmarks showing distances to fixed points of reference
                location of vegetated wetlands at the project site
                property lines, and location of adjacent property owners
                mean low water and mean high water lines (tidal)
                ordinary high water line (nontidal)
             -  channelward encroachment relative to mean high/mean low water lines (tidal) or ordinary high water line
                (nontidal)
             -  width of the waterway (if applicable)
                ebb and flood (tidal) or direction of flow (nontidal)

        Cross Section Drawing
                existing contours of the bottom
                elevation of proposed fill
                structure or method used to contain fill
                mean high and mean low water levels (tidal)
                ordinary high water level (nontidal)

                vicinity Map Ile name of the map from which the vicinity map was taken and the exact location of the
                project site must be included (U.S.G.S. quad sheet, street map, or county map is preferred).

        1       What is the source and amount of the fill material?                                            cubic yards
        2.      State the type and composition percentage of the fill material (e.g. 80% sand, 15% clay, 5% silt):


        3.      Explain the purpose of the filling activity & the type of structure to be built on the filled area:



        4.      If filling activity is proposed in a wetlands, what is the distance from the nearest waterbody?

          5.    Will any of the fill be placed on wetlands or subaqueous land?               Yes           No
                If your answer is yes, indicate the square footage and type of area(s) to be impacted:

                                                                              Tidal                  Nontidal
                                         Vegetated wetlands                                sf                      sf
                                         Non-vegetated wetlands                            sf -------------------------
                                        .Subagueousland                                    sf                      sf

        6.      Describe the method(s) that will be used for sedimentation and erosion control:


        7.      What is the approximate drainage area and average stream flow? - square miles                          cfs
             THE DEPARTMENT OF ENVIRONMENTAL QUALITY REQUIRES APPLICANTS TO
                  SUBMIT THE ADDENDUM LOCATED AT THE END OF THIS APPLICATION


                                                                   -21-






                                                APPENDIX G, Filling Waters                 Wetlands

                                                                                                           Schaup Rec. Center
                                                                   01/0,70, 11041,   04@
                           105'    PIN                                                                  Property Line
                10
                                                                                             BMP            Farking Lot
                                                                  17so.

                                                                    %

                                                                                                                     Proposed
                                                                             \0
                                   A                                                                            A    Shopping Center
                                                                   -NLI-                                             limits of
                                                                                 0-0                                 constru Ion
                     N                                -------
                                                600'                                                40                                   C

                               CL

                               0.                                                                       . ... ...
                                                                                                        ...........





                     2
                              PIN
                                                                                             sb6ha"'A       ue

                       Wetland impacts     1.37 acres         Proposed mitigati       a         Acre     S:1), mitigation plan to be submitted








                                                                  .......... .
                                                                  ...........
                                                                             ..........



                                                                     SE            A - A
                                                                                                                  Old Weiland
                                           Now Welland                    a
                                                                                                                   Boundary
                                           Boundary
                                                                                                      400'
                                                                                   3:1 Slope
                                                                                                       Fill
                97'above                             . .........                                                         9@8' above
                                       Mitig
                                                                                                                          so
               sea level                                                                                                    a level


                                                                                           Erosion and Sediment
                                               Center      reek                            Control Structure
                                                                                           (see approved US Plan)







              Adjacent Property Owners:                               Plan &                        Proposed dredging project
                                                                Cross Sectional                     in Leedom Crook at Perkin$ Bay
                         01*
                 @10Z - "'
                     6\014"-0114


                                                                                                                            ct













































              Adjacent   Pr'

              1. M. Schaup                                              View
                                                              Knepper Filling Project               County of Woodward
            2. rC. Jon"                                           Scale 1        500'               Applicant D-A- Knepper
                                                                                                    Sheet 1 of              Data 1/29/92

                                                                            -22-










                             APPENDIX H -- RIPRAP REVETWIENT
                                 & ASSOCIATED BACKFUL

     PLEASE COMPLETE THE CHECKLIST AND ANSWER THE QUESnONS. ME DRAWINGS MUST
     CONTAIN ITIE FOLLOWING INFORNIATION OR THEY WILL BE RETURNED AS INCOMPLETE.-

     Plan View Drawing
          north arrow
          waterway name
          existing structures
          benchmarks showing distances to fixed points of reference
          mean low water and mean high water lines (tidal)
          ordinary high water line (nontidal )
          location of vegetated wetlands at the project site
          shoreline, property lines, and location of adjacent property owners
          ebb and flood (tidal) or direction of flow (nontidal)
          channelward encroachment relative to mean high/mean low/ordinary high water lines
          connection with existing bulkhead or riprap structures (if applicable)
          proposed backfill
          length of revetment

     Cross Section Drawing
          proposed backfill
          mean high and mean low water levels (tidal)
          ordinary high water (nontidal)
          existing contours of the shoreline and/or bank
          dimensions of proposed revetment
          filter cloth
          buried toe or riprap apron
          proposed grading of existing bank relative to mean highlordinary high water

          Vicinity Map The name of the map from which the vicinity map was taken and the exact location of the
          project site must be included (U.S.G.S. quad sheet, street map, or county map is preferred).

     I .  What will be the average amount of material (placed below the plane of mean high water or ordinary high water) per linear
          foot of shoreline?  -----Cu.yd(s).per ft OR      -ton(s) per ft.

     2.   What type of material will be used for construction of the riprap revetment (e.g. quarry stone, cinder blocks, etc.)?


     3.   What will be the average weight of the: Core material (bottom layers) - pounds per stone
                                         Armor material (top 2 layers ) - pounds per stone

     4.   If the revetment will be backfilled, describe the composition of the material to be used (e.g. 80% sand, 15% clay and 5% silt):


     5.   What is the source of the backfill material?

     6.   Will any portion of the project be placed on wetlands or subaqueous land? - Yes - No
          If your answer is yes, indi te the square footage and of area(s) to be impacted:
                                                Tidal          Nontidal
                         Vegetated wetlands             sf             sf
                         Non-vegetated wetlands         sf -------------------------
                         Subaqueous land                sf             sf

       THE DEPARTMENT OF ENVIRONMENTAL QUALITY REQUIRES APPLICANTS TO SUBMIT THE
                    ADDENDUM LOCATED AT THE END OF THIS APPLICATION

                                          -23-






                                          APPENDIX H, Riprap Revetment & Associated Backfill


                                  '.-Je                                                                            Scale 1"        40'
                               '0

                         01)                      ee*                                              Proposed 75' Rlprap
                                                                                                   revatment placed at or
                  A-.000,                                                                          landward of MHW
                                          .0@11



                                                1-10                                               "x


                                                                                                                                           E  -
                                                                                                                                              rn
                                                                                            Porch
                                                               PIN                                                            lk
                                      Ot                                                                                                      CO) 0
                                                                                Applicants     @1                                          0
                                                                A               Brick Hous
                                                2
                                               Christine Frye -:o\
                                               Routs 6, Box 3
                                               Calico, Virginia






                                                                              an     b


                                                                                                4'above MHW



                                                                                                                                200 lb.
                                                                                                        Proposed Riprap 50
                                 - - - - - - - -- -
                                                                                                        stones, 1 ton per foot, placed
                                                                          ....                          along existing bank
                 Now grade with
                 grass cover                                                                                              Vegetation to remain

                         B

                                          Section
                                             Not to scall                     3                                                          MHW

                                                                                                                                          MLW-
                         A                             10 - 25 lb. core stone                                           A
                                                       base on filter cloth
                                                               SEC'nON'A'. 'A$                Buried too below MLW

                                                                      Not to scale


              Adjacent Property Owners:                                 Plan &                        Proposed R*votmnt Project
              1. Courtney Smith                                   Cross Sectional                     In Neikirk Crook at Roadley Bay
                                                                          View
                                                               Berg Riprap Revetment                  County of Culpepper
              2. Christine Frye                                                                       Applicant Bart Berg
                                                                                                      Shoot J of               Date 3-17-93

                                                                              -24-










                                     APPENDIX I -- MARSH TOE STABU17ATION

       PLEASE COMPLETE THE CHECELI[ST AND ANSWER THE QUESTIONS. THEDRAWINGS MUST
       CONTAIN TUE FOLLOWING INFORNIATION OR 1HEY WILL BE RETURNED AS INCOM[PLEM-

       Plan View Drawing
              north arrow
              waterway name
              mean low water and mean high water lines (tidal)
              ordinary high water line (nontidal)
              existing and proposed structures showing distance relative to mean high/mean low/ordinary high water
              benchmarks showing distances to fixed points of reference
              location of vegetated wetlands at the project site
              shoreline, property lines, and location of adjacent property owners
              ebb and flood (tidal) or direction of flow (nontidal)
              length of structure

       Cross Section Drawing
              mean high and mean low water levels (tidal)
              ordinary high water level (nontidal)
              existing contours of the bottom and marsh peat surface
              dimensions of proposed structure
              deadmen, tie-backs, knee braces, or other methods to be used to anchor the structure
              filter cloth
              buried toe or riprap apron

              vicinity Map The name of the map from which the vicinity map was taken and the exact location of the
              project site must be included (U.S.G.S. quad sheet, street map, or county map is preferred).


       I .    What type of material will be used (e.g. quarry stone, cinder blocks, treated tongue and groove timber,
              etc.)?

       2.     If riprap will be used for construction, provide the following information:
              a) average amount of cubic yards OR tons used per linear foot of structure?    cu.yd(s). _ton(s)
              b) will filter cloth be used?  Yes      No
              c) average weight of the:    Core material (bottom layers) _ pounds per stone
                                           Armor material (top 2 layers ) - pounds per stone

       3.     Will any portion of the project be placed on wetlands or subaqueous land?    Yes -No
              If your answer is yes, indicate the amount and type of area(s) to be impacted:

                                                             Square feet
                                    Vegetated wetlands
                                    Non-vegetated wetlands
                                    Subaqueous land











                                                           -25-






                                      APPENDIX 1, Marsh Toe Stabilization





                 00                                                    Proposed 80'of Marsh
                                                                       Toe Stabilization







                                                                                                       @4

                                                                   Porch
                                            PIN
                                                                                                   opt C
                                                                                                       0
                                                         Applicants
                                                         Brick Hous                                -j -01
                                                                                                     2
                                 J. H. Lipscomb IN
                                 Route 6, Box 3 10.
                                 Calico, Virginia



                                            Fringe
                                            Ma
                                                             ..........


                                                                      Proposed Marsh
                                                                      Toe Stabilization:
                                                                      1/16 / Ft., 10 - 25 lbs
                                                                      stone placed no higher
                                                                      than MHW.

                                                                                                  MHW



                                                                                  CM
                                        rs    e

                                      Filter Clot                                                 MLW


                A                                                                     A

                                            SECTIONW-W

                                               Scale: 1 V-00


         Adjacent Property Owners:                 Plan &               Proposed Marsh Too Stabilization
                                              Cross Sectional            in Oviens Crook at Knowles Bay
         1. J. H. Lipscomb                          View
                                             Watkinson Marsh Toe         County of WQst
         2. L. Musser                             Stabilization          Applicant A. Watkinson
                                                Scale 1' = 40'           Shoot I of 1      Date =4/93

                                                       -26-










                                         APPENDIX J -- DREDGING/NUNING/EXCAVATING

         PLEASE CONIPLEM THE CHECKLIST AND ANSWER THE QUESTIONS. THEDRAWINGSMUST
         CONTAIN THE FOLLOWING INFORMATION OR THEY WILL BE RETURNED AS INCONIPLETF_

         Plan View Drawing
                  north arrow
                  waterway name
                  existing structures
                  width of the waterway, measuring from mean high water to mean high water (tidal) or ordinary high water to ordinary high
                  water (nonudal)
                  ebb and flood (tidal) or direction of flow (nontidal) -
                  location and dimensions of area proposed to be dredged
                  benchmarks showing distances to fixed points of reference
                  mean low water and mean high water lines (tidal), or ordinary high water line (nontidal)
                  location and aerial extent of vegetated wetlands at the project site
                  shoreline, property lines, and location of adjacent property owners
                  location of existing channels
                  location of dredged material disposal area if located on-site**
                  location and dimensions of buffer zone between dredge cut and vegetated wetlands
                  existing depths in the project area based on mean low water (tidal) or ordinary high water (nontidal)

         Cross Section Drawing for Diedge Aiea                                          Cross Section Drdwing for Disposal Ama
         -      existing contours of the bottom                                         -      proposed berms
         -      dredge cut - slopes, average depth, bottom & top width                  -      proposed spillways
         -      existing depths based on mean low water (tidal)                         - ponding depth of dredged material
         -      existing depths based on ordinary high water (nontidal)
         -      proposed project depths (after dredging)

                Vicinity Map The name of the map from which the vicinity map was taken and the exact location of the project site must be
                  included (U.S.G.S. quad sheet, street map, or county map is preferred).

         "For off-site disposal areas provide a drawing that includes the location, dimensions, benchmarks, berms and/or spillways, and how
         the material will be transported.

         1. How many cubic yards of material will be dredged by/from:
                                            NEW                                                         MAINTENANCE
                                   Hydraulic      Dragline    Clamshell     Other         Hydraulic     Dragline    Clamshell     Other
         Vegetated Wetlands
         Non-Veg. Wetlands
         Subaqueous Land

         TOW

         2.       State the composition of the material (e.g. clay 25%, sand 25%, silt 50%):
         3.       How will the dredged material be retained to prevent re-entry into the waterway?
         4.       Will the dredged material be used for any commercial purpose? - Yes - No
         5.       For mining projects: a. Explain the operation plans on a separate sheet of paper. e.g. frequency (e.g. every 6 wks), duration
                  (Apr - Sep), cubic yards to be removed per operation, temporary storage, handling of dredged material, how equipment will
                  access the dredge site.
                  b. have you applied for a permit from the VA Dept of Mines, Minerals, & Energy? - Yes - No

         6.       What is the approximate drainage area and average stream flow? - square miles - cfs

         7.       If maintenance dredging, when was dredging last performed?                        (provide documentation).

             THE DEPARTMENT OF ENVIRONMENTAL QUALITY REQUIRES APPLICANTS TO SUBMIT THE
                                    ADDENDUM LOCATED AT THE END OF THIS APPLICATION



                                                                         _27-






                                                                       APPENDIX J, Dredgingt MiningtExcavating

                                                                                  Pin


                                                                                                                                           2300' across waterway

                                                                                        80,
                                                                                                                                                                  10 1,
                                 ......... ...
                                         vv:: I.....   ...                                                           AREA TO BE DREDGED
                                       ...........      ..........
                                             .............
                                                                                                                                                                                        7@,
                                               ... vv:
                                          ......         ........                                                                             Existing Pier                              7
                                    *.,:"*:,:*:,: ...................
                                                                                                                                                                                             A
                                                        MMI:                                                           M                                                                     0
                                                     1 :*:,:
                                                N.     I     -
                                       ... .........                                                                 1>
                                . ............. .
                              K.:
                                                                                                                               2'
                                             V.... I I  .........
                              ::*:,:*:,:,:*:*:*:::*:*:!:*:,:*:.::.:.:.:.:-:  ... :--                                  M
                                                                 v:
                                                     . .................
                                ...............
                                    ......                                                                                                             9       n      epths at MHW
                                                                                                                     16                                                                      4n
                              F: ... V:  ...                ...........
                                                                                                                                                                                                            B
                                                                                                             B
                                                                                                                      M



                                                                                                                                                   AREA TO                    -EDGEL)




                                                                                                 Pin
                                                  2







                                                                                                                    ..........
                                                                                                                      ..........
                                                                                                                       ..........





                                                                                          AV
                                                                                                                                        . . . . . . . . . . . . . . . . . . . . ."I ...........
                                                                                                                             A                                                           A


                                                                                                                                                   Not to scale





                                   CLUBHOUSE
                                                                                                                                                                                             MHW

                                                                                                                   - - - - - - - - - - -                                                     MLW
                                                                           2:1 a
                                             Proposed Dredging                                     Now Bottom depth 5'/ Existing Bottom/
                                             Note: The 997 cubic yards                                                                                     Now Bottom Depth
                                             of dredged material will be                                   B
                                             placed In a 2 acre disposal                                                                                    to match exiting
                                             site at Houbel Farms.                                                                                          channel depth ott 6'



                     Adjacent Property Owners:                                                         Plan &                                    Proposed dredging projecrt
                                                                                              Cross Sectional                                      in Ferguson Creek at Sneed Bay
                     1. J. G. Cundiff                                                                    View                                      County of Byrd
                     2. C. E. Bigelow                                                     Grabb Dredging Project                                   Applicant R. J. Grabb
                                                                                                   Scale 1'= 40'                                   Sheet 1 of                       Date 1/29M2

                                                                                                               -28-









                                          APPENDIX K -- GROINS & JErM

       PLEASE COWLEIE THE CIIECKLIST AND ANSWER THE QUESTIONS. ITIE DRAWINGS MUST
       CONTAIN TUE FOLLOWING INFORMATION OR THEY WILL BE RETURNED AS INCOMFLEIF-

       Plan View Drawing
               north arrow
               waterway name
               existing structures
               location and dimensions of proposed structure
               spacing between structures (both existing and proposed)
               benchmarks showing distances to fixed points of reference
               mean low water and mean high water lines (tidal)
               ordinary high water line (nontidal)
               location of vegetated wetlands at the project site
               shoreline, property lines, and location of adjacent property owners
               ebb and flood (tidal) or direction of flow (nontidal)
               location of existing channels
               direction of net sand transport along the shoreline
               location of scour protection or spurs (if applicable)
               channelward encroachment relative to mean high/mean low/ordinary high water lines

       Cross Section Drawing
               length and height of structure relative to mean low water (tidal) or ordinary high water (nontidal)
               mean high and mean low water levels (tidal)
               ordinary high water level (nontidal)
               existing contours of the bottom and/or marsh peat surface
               height of channelward end of groin relative to mean low water

       End View Drawing (if riprap is used for construction)
               design and dimensions of structure (i.e. base & top widths, height, and slope)

               vicinity Map The name of the map from which the vicinity map was taken and the exact location of the
               project site must be included (U.S.G.S. quad sheet, street map, or county map is preferred).

       1 .     What type of material(s) are to be used for the construction?

       2.      a. If using riprap, what will be the average weight of the:
                                                             Core material (bottom layers)          pounds per stone
                                                            Armor material (top 2 layers            pounds per stone
               b. Will filter cloth be used?      Yes            No


       3.      Are there similar structures in the vicinity of the project site?   Yes           No     If your answer
               is "yes", describe the type and location of the structures:


       4.      Will the channelward end of the structure be marked to show a hazard to navigation? - Yes            No

       5.      Has the project been reviewed by the Shoreline Erosion Advisory Service (SEAS)?       Yes            No
               If yes, please attach a copy of their comments.




                                                             _29-






                                                APPENDIX K, Groins& Jettles

                                                                 Plan View
                                                                 Scale: 1'= 60'
                                                                                                     Ebb         lop

                                  ""*---Proposed breakwater at OHW
                                                                  -6.0
                                                                                                                     N
                                                                                          Ricks Bay


              Proposed
              groin

                                      10                           -5.3                             ...

                                                                                                                    2.
                          4(Y                                                               at

                   C4
           ML                                            311

           MWH                                              36'
                                                Sho

                                                                                      ea Ir


            Typical Jettle Cross Section
             Scale: 1'= 4- - - - - -                                                                             MHW

                                                                                                                 MLW
               Armor Stone
               Core stone                                                                                                    7-
               (Quarry run)
               Existing bottom



                                                         XA
                                                  .......... .X:7z
             Low Profile Groin C                          v
              Scale: 1'= 200


                                             6x6          2x8 stringer

                                                                                                               MLW
                 Note: 6x6 piles will be lotted                     %
                 to a depth of -9 feet and
                 sheet piles to -7 feet. Existing bottom                        @2x8 sheet pile (T&G)

           Adjacent Property Owners:                        Plan &Typical                Proposed jetties project
                                                           Cross Sectional                in Ricks Say      at Henderson Point
           1. T. Bernard                                          View
                                                                                          County of West
           2. C. Robinson                                      McCarthy                   Applicant James McCarthy
                                                           Construction Site              Sheet I of 2          Date 3-27-93

                                                                  -30-










                                          APPENDIX L -- BREAKWATERS

       PIEASE COMPLETE THE CHWKLIST AND ANSWER TBE QUESTIONS. TIM DRAWINGS MUST
       CONTAIN TBE FOLLOWING INFORMATION OR THEY WILL BE RETURNED AS INCONWLETM-

       Plan View Drawing
              north arrow
              waterway name
              existing structures
              benchmarks showing distances to fixed points of reference
              mean low water and mean high water lines (tidal)
              ordinary high water line (nontidal)
              location of vegetated wetlands at the project site
              shoreline, property lines, and location of adjacent property owners
              ebb and flood (tidal) or direction of flow (nontidal)
              channelward encroachment relative to mean high/mean low/ordinary high water lines
              dimensions of structure

       Cross Section Drawing
              dimensions of the breakwater
              existing contours of the bottom
              mean high and mean low water levels (tidal)
              ordinary high water level (nontidal)

       End View Drawing (if riprap or gabion baskets are used for construction)
              design and dimensions of structure (i.e. base & top widths, height, and slope)

              Vicinity Map ne name of the map from which the vicinity map was taken and the exact location of the
              project site must be included (U.S.G.S. quad sheet, street map, or county map is preferred).

       I .    What type of materials are to be used for the construction of the breakwater?


       2.     Are there similar structures in the vicinity of the project site? - Yes   No
              If your answer is "yes", describe the type and location of the structures.




       3.     Will filter cloth be used?     Yes             No




















                                                          -31-







                                      APPENDIX L, Breakwaters

                                                        LeRoy Creek             -04- Flo
                      36'          54'        WS 36' MW 1.0    540     low 1 do        Ebb
                              :F: -------- -             ---------
         MLW (0.0)
                                                                                    20'

         MHW (+2                                                                   115'
         Base of ban+                                                               5
         Top of bank 6.0)

                                           94'          94'
                                                                          40'
                 1                    91,                        91
         2.
                                                                   ........ ..
         Property of
                         N                                                        0.1 Property of
         R. Stouff or                                                             21 C. Charles

                                   112
                                                               12'
                                            House



                  a.
                                            Propert
                 ic"
                                            Jim Br







              Gablon breakwater
              Composed of 1-3x3xl 2 PVC coated ba
                                                  ..........
              placed on top of 2- 1.5x3xi 2 PVC coated
              baskets; f liter cloth placed under the
              structure; length 36 feet.                                   3' Fo*-

                                                                     3




                                                                      b
                                                                          3' 3'
                                                                       pi

                                                                          Detail


                                         +6.0
                                                                              MHW (+2.0)
                                                     - - - - - - - - -         MLW (0-0)
                Existing slope 2:1  1 :
                                 Loca'tio'n of MLw
                                                           Filter cloth
                         40'     -15.                                     Datum MLW   0.0

         Adjacent Property Owners:            Plan &             Proposed Breakwater project
                                          Cross Sectional         in LeRoy Creek at Lewis Bay
         1. C. Charles                         View
                                      Brogdon Breakwater Project  County of North
         2. R. Stouff or                                          Applicant Jim Brogdon
                                             Scale 1   40'        Shoot I of     Date 3-20-93
                                               -32-










                                     APPENDIX M -- BEACH NOURISFEVIENT

      PLEASE COMPLETE THE CHECKLIST AND ANSWER THE QUESTIONS. THE DRAWINGS MUST
      CONTAIN THE FOLLOWING INFORMATION OR THEY WILL BE RETURNED AS INCOWIJMM-

      Plan View Drawing
             north arrow
             waterway name
             mean low waterand mean high water lines (tidal)
             ordinary high water line (nontidal)
             dimensions of the area to be nourished with benchmarks showing distances to fixed points of reference
             location of vegetated wetlands at the project site
             property lines and location of adjacent property owners
             existing structure's
           - location and dimensions of structures proposed to stabilize the area to be nourished
             channelward encroachment of the nourished area relative to mean high/mean low/ordinary high water
             location of marsh vegetation to be used for stabilization (if applicable)

      Cross Section Drawing
             mean high and mean low water levels (tidal)
             ordinary high water level (nontidal)
           - contour and slope of existing beach
             contour and slope of the nourished area
             groins, breakwaters or other structures existing or proposed to stabilize the nourished area
             elevation at the channelward end of the nourished area
             elevation of vegetation to be planted relative to mean high/mean low/ordinary high water

             vicinity Map The name of the map from which the vicinity map was taken and the exact location of the
             project site must be included (U.S.G.S. quad sheet, street map, or county map is preferred).


      I .    Provide the following:
                    a. source of material:
                    b. volume of material:                                     cubic yards
                    C. type and composition of material (e.g. sand 90%, clay 10%):
                    d. mode of transportation to the project site (e.g. truck, pipeline, etc.):

      2.     Describe the type(s) of vegetation proposed for stabilization and the proposed planting schedule.







           THE DEPARTMENT OF ENVIRONMENTAL QUALITY REQUIRES APPLICANTS TO
               SUBMIT THE ADDENDUM LOCATED AT THE END OF THIS APPLICATION







                                                         -33-













                              CL
                      Z
                      0
                                                                                                               Property of:               Residence of:
                                                        K                                                      George Kub
                                                                                                                           0              Howard Wiggins
                      ir      0

                      CL


                              0


                                                              +


                                                                                                                                  C.)
                                                                                                                                      Top of bank (+10.0)

                                                                                  N                                                   Base of b  n (4-4.0)

                                                                         0



                 a)

            Z
                 SD     0
            0

                 z      co
                 0
                                                                                                                         m
                              Re                                                                                             I-
                        0                                                                            ...........                               43'
                                                                                                                                17'



                                                                                                                              NN,






           m
           7,0 o              0
                                                                                                                       . . ....            ........
                                                                                                                                                        Rile

                   0
            0
                                                                                                                                 N      nd    nsport
                              =r

                              0



                                                                                                                                                       Flood
                                                                                                                                                    q, - @Io o a
                                                                                                                                              -.4-Ebb


            N3                0










                                APPENDIX N -- INTAKFOUTTALLSTRUC7WRES

       PLEASE COMPI= THE CHECKLIST AND ANSWER THE QUESTIONS. THEDRAWINGSMUST
       CONTAIN TTIE FOLLOWING INFORMATION OR THEY WILL BE RETURNED AS INCONIPLE-M-

       Plan View Drawing
             north arrow
             waterway name
             existing structures
             dimensions of structure and benchmarks showing distances to fixed points of reference
             mean low water and mean high water lines (tidal)
             ordinary high water line (nontidal)
             location of vegetated wetlands at the project site
             shoreline, property lines, and location of adjacent property owners
             ebb and flood (tidal) or direction of flow (nontidal)
             channelward encroachment relative to mean high/mean low/ordinary high water lines

       Cross Section Drawing
             existing contours of the bottom and banks
             intake or outfall pipe
             mean high and mean low water levels (tidal)
             ordinary high water level (nontidal)
             supporting structures
             splash apron, if applicable
             filter cloth

             Vicinity Map The name of the map from which the vicinity map was taken and the exact location of the
             project site must be included (U.S.G.S. quad sheet, street map, or county map is preferred).

       I .   Provide the following:      type & size of pipe:          - Intake              Outfall
             Intakes:      daily rate of withdrawal: - mgd          velocity: - fps
                           screen mesh size:      inches -mm ------,Other (specify)
             Outfalls: daily rate of discharge: _ mgd

       2.    If discharge will be thermally enhanced, provide the maximum temperature.

       3.    What is the average stream' flow at the:  Intake site?       cfs     Outfall site?      cfs
       4.    What measuresare proposed to prevent bank erosion?

       5.    Will any structure (wingwalls, splash apron, etc.) impact wetlands or subaqueous land? Yes    No

             If your answer is yes, indicate the square footage and type of area(s) to be impacted:

                                                                 Tidal              Nontidal
                                  Vegetated wetlands                       sf                   sf
                                  Non-vegetated wetlands                   sf         ----------------
                                  Subaqueous land                          sf                   sf

       5.    Can the entire structure or any part of it be placed landward of all wetlands? If no, please explain.
       6.    What is the approximate drainage area and average stream flow? - square miles          cfs
           THE DEPARTMENT OF ENVIRONMENTAL QUALITY REQUIRES APPLICANTS TO
               SUBMIT THE ADDENDUM LOCATED AT THE END OF THIS APPLICATION


                                                        -35-






                                               APPENDIX N, Intake            Outfall Structures




                                                                                Property
                                                                                                      0
                                                                                [Irre-






                                                                         EQ.
                                                                       x
                                Woodi                                 LU                                                     Ui CC
                                Road
                                                                                                                             ..; W
                                                                                          0                                  5 a
                                                                                                                             M cc
                                                                         40




                                                                   A                   90                             A
                                                                                Pum
                                                                                                     @x

                                                                               Pro"a
                                                                cc
                                                                0                  ...
                                                             (L CC



                                                                           .. . .......









                                Note: Pump station and Pu
                                be Installed above flood plain ale
                                Ordinary high water= 135!
                                Intake structure 12



                                                                ............





                                               u
                                                                                                        /
                                                                                                              Existing
                                                                                                              bank

                                                                            -0-Flow                                            W
                                                                                                                       -OR
                                                                       Pump station / ManholeA                       'ARZ-1ritako
                                                                   A   with submersible pump                         A     strwure





            Adjacent Property                                    Plan &                      Proposed Irrigaton project
            Owners:                                        Cross Sectional                    in Hume River at Kube Cove
                                                                  View
                                     ____1                        I
                                     a



























             1. A. Spingarn                           Golf Course Water Intake                County of     Bamard
             2. A. Jennings                                        Project                    Applicant     P. Minkin
                                                              Scale 1"= 40'                   Sh"t I of           Data 3-20-93

                                                                      -36-










                        APPENDIX 0 -- NONTIDAL STREAM CHANNEL MODIFICATIONS

      PLEASE COMPLETE THE CHECKLIST AND ANSWER ITIE QUESTIONS. T11EDRAWINGS MUST
      CONTAIN THE FOLLOWING INFORMATION OR TBEY WILL BE RETURNED AS INCOM1PLEM-

      Plan View Drawing
             north arrow
             waterway name
             ordinary high water line
             location, length and width of the existing channel
             location, I ngth and width of the proposed channel
             benchmarks showing distances to fixed points of reference
             width of the stream (measuring from ordinary high water to ordinary high water)
             location of existing and proposed non-vegetated or vegetated wetlands, bars, islands, riffle and pool
             complexes or other special aquatic sites at the project site
             shoreline, property lines, and location of adjacent property owners
             direction of flow
             location & dimensions of bank stabilization structures

      Cross Secdon Drawing (Prepare one drawing for the existing channel and one for Ow proposed channel)
             existing and proposed stream channels including depth,base width and top width
             dimensions and slope of bank stabilization structures
             filter cloth
             ordinary high water level
             existing contours of the bottom
             location and dimensions of low flow channel (if applicable)

             vicinity Map The name of the map from which the vicinity map was taken and the exact location of the
             project site must be included (U.S.G.S. quad sheet, street map, or county map is preferred).


      I .    Provide the following:
             a) approximate normal flow rate and drainage area of the existing water body
                         cfs                      square miles

             b) approximate normal flow rute and drainage area of the new or modified water body
                         cfs                       square miles


             c) method used to stabilize the banks:



             d) type & approximate composition percentage of the existing stream bed (e.g. cobble 35%, rock 45%,
             sand 20%, etc.):

      2.     Will low flow channels be maintained?       Yes              No

      3.     Will any structures be placed in the stream to create riffles, pools, meanders, etc? If "Yes" please explain.




          THE DEPARTMENT OF ENVIRONMENTAL QUALITY REQUIRES APPLICANTS TO
              SUBMIT THE ADDENDUM LOCATED AT THE END OF THIS APPLICATION



                                                         -37-






                           APPENDIX 0, Nontidal Stream Channel Modifications


               Mile post 8                         Electrical substation


                                                                              N
                          07                           Now OHW

                                                       Proposed
                                                       gravel bar
                            A                                 A
                                                  cut







                                                                          ...........

                                                                        N1 s:
                                                                         r i
                                                                             9 basin 8 square miles
                                                                       CW= 8
                                                           Z@7@           average width of OHW 20'
                                                                         ew averag
                                                                                e width of OHW 20'
             Existin        bar









                                                   . ............




                                                 be stablized with 25-30 lb
                                                   and fifter cloth

                           Propos   ure
                           road I
                                                               Top of cut and fill (454'contour elevation)
                                                  Cut          Ordinary high water (450'contour elevation)
                                                               Stream channel bottom (445'contour elevation)
                                                         Low flow 8' wide channel (4431 contour elevation)
                                          4'
                                       Odgi al
                                       .strea     Stream channel
                                       bottom     redirection,
                                                  excavated into
                                                  upland area

                                 Cross Section "Au - "All


        Adjacent Property Owners:               Plan &             Proposed stream channel modiff licattloo
        1. J. G. Smith                      Cross Sectional        In Leedom Crook at Big Mount
                                                  View
                                            Construction site      County of Thomas
        2. C. E. Barton                       Scale I"= 40'        Applicant R. Henderson
                                                                   Shoot 1 of       Date 1/29/92

                                                   -38-










                                    APPENDIX P -- r4PO1UNDM1HNTS/DAMS

      PLEASE CONIPLETE THE CHMIaBT AND ANSWER TIHE QUESTIONS. TTIE DRAWINGS MUST
      CONTAIN THE FOLLOWING INFORMATION OR TUEY WIIJL BE RETURNED AS INCOMPIEM-

      Plan View Drawing
             north arrow
             waterway name
             existing and proposed structures
             dimensions of structure and benchmarks showing distances to fixed points of reference
             ordinary high water line
             location of vegetated wetlands at the project site
             shoreline, property lines, and location of adjacent property owners
             direction of flow
             width of the waterway (measuring from ordinary high water to ordinary high water
             risers
             emergency spillway, if applicable

      Cross Section Drawing (Strearn)
             base width and height of structure
             existing contours of the bottom
             normal pool elevation and design high and low water elevations, for dams with fluctuating water levels
             (e.g. hydropower or water supply reservoirs)
             risers
             emergency spillway, if applicable

             Vicinity Map Including the name of the map from which the vicinity map was taken and the exact location
             of the project site.
             map showing the area to be flooded (U.S.G.S. quad sheet or other topographic map is preferred).

      1 .    Materials to be used for construction (earth, rock, concrete, etc.)?

      2.     What will be the impoundment's: a) storage capacity:    acre-feet    b) surface area:     acres

      3.     What is the: a) current average flow?     cfs          b) proposed outflow?       cfs
             c. will the impoundment structure be designed to pass a minimum flow at all times? - Yes    No
             If "Yes", what will be the minimum rate of flow?     cfs

      4.     What is the drainage area of the water body upstream of the proposed impoundment? - square miles

      5.     Does your project comply with State Dam Safety Criteria?  Yes -No           If your answer is
             "No" or "Uncertain", contact the Bureau of Flood Plain Protection at telephone (804) 371-6095.
      6.     a. What will be the area of waters or wetlands affected/flooded by the impoundment?        acres
             b. How much of impoundment structure will be located on the stream bed? - square feet

      7.     Are fish ladders being proposed to accommodate the passage of fish? - Yes         No


          THE DEPARTMENT OF ENVIRONMENTAL QUALITY REQUIRES APPLICANTS TO
              SUBMIT THE ADDENDUM LOCATED AT THE END OF THIS APPLICATION






                                                        -39-






                                                   APPENDIX P, Impoundments / Dams
                                                                                              1* 01
                              pro e
                 2                                                                                                                    325

                                                                              proposed now contour lines                              320
                                                                                                                     Emer       y 3PIIJal@
                                                                        lion                                                          311
                                                                                                                           K2!
                                                                                                                                      310


                                                                                                                                      300
                         *Ad
                                                                             4r.
                     amse)(9 Fun
                                                                                                    ...                               30
                                                                                        Riser &
                                                                                        pipe                                          305
                                                                                                            .....                     310
                                                                     0.04 acres wetlan                                                311
                                                                     be flooded

                                                                                                                                      32












                                                                                        Emergency
                                                               Riser & 0      PIP       spillway 31       1011 -     3Z:

                                                               . . . . . . . . . . . . ..
                                                                            levatio\n                                Top of dam 314'

                                                                                                          a4'









             Adjacent Property Owners:                               Plan &                    Proposed recreational /form pond
                                                               Cross Sectional                  in Ramseys Run at               -
             1. J. G. Smith                                            View                     County of W93t
             2. C. E. Barton                                  0. McDonalds Pond                 Applicant 0. McDonald
                                                                  Scale I* = 40'                Shoot I Of              Date 1/29/92

                                                                       -40-









                                       APPENDIX Q -- UTILITY CROSSINGS

       PLEASE COMPLETE THE CHECKLIST AND ANSWER THE QUESTIONS. THEDRAWINGSMUST
       CONTAIN THE FOLLOWING INFORMATION OR THEY WILL BE RETURNED AS INCONIPLEM-

       Plan View Drawing
              north arrow
              waterway name
              existing and proposed structures
            - dimensions of structures and benchmarks showing distances to fixed points of reference
              mean low water and mean high water lines (tidal)
              ordinary high water line (nontidal)
              location of vegetated wetlands at the project site
              property lines on both sides of stream with location of adjacent property owners
              width of the waterway (measuring from mean high water to mean high water (tidal) or ordinary high
              water to ordinary high water (nontidal)
              ebb and flood (tidal) or direction of flow (nontidal)
              type and location of support structures (e.g. towers, poles, platforms)
            - location of temporary stockpiles for excavated material (if applicable)
              location of temporary construction access
              location of utility line/maintenance right of way

       Cross Section Drawing
              mean low water level (tidal)
              ordinary high water level (nontidal)
              existing contours of the bottom and bank
              vertical distance above mean high/mean low/ordinary high water for overhead crossings
              depth below stream bottom for submarine crossings
              distance that the structure will cross the waterbody relative to mean low water/ordinary high water

              vicinity Map The name of the map from which the vicinity map was taken and the exact location of the
              project site must be included (U.S.G.S. quad sheet, street map, or county map is preferred).

       I .    Describe the materials to be used and the method of construction in the order in which the construction will
              be accomplished:


       2.     For overhead crossings, if there are overhead crossings or bridges in the area, how high are they relative
              to mean high/low water/ordinary high water?

       3.     If the project is a power line crossing, what will be the nominal system voltage of the line?

       4.     Will there be an excess of excavated material?  Yes          No        If yes, please describe the
              method of transporting and disposing of the material.


       5.     What is the approximate drainage area and average stream flow? - square miles            cfs
       6.     Will excess material be temporarily stockpiled in wetlands? - Yes             No
              If "Yes", will the stockpiled material be placed on filter fabric or some other type of impervious surface?
                    Yes       No


           THE DEPARTMENT OF ENVIRONMENTAL QUALITY REQUIRES APPLICANTS TO
                SUBMIT THE ADDENDUM LOCATED AT THE END OF THIS APPLICATION


                                                          -41-






                                                         APPENDIX 0, Utility Crossings


                                                                                       0              2.
                                                                       0                         &TT-p-rip@r-tylinO    N

                                                                               0
                          All excavated material will                          @
                          be stockpiled within construction                    (D
                          easement. In wetlands, filter fabric                                                         Location of stockpiles
                          will be used under stockpiles,                                                               in wetlands.
                          excess material will be removed.                                        agetated             Sift fence to be used
                                                                                                                       to retain material




                          - - - - - - - - -                                - - - -
                                        I Yyater Main
                cl@       I--
                               Construction/Access Easement

                                                                                                           .............
                               Utility                                                                        ...........
                                    lasement
                                                                                -n                Vegetated
                                                                                                    ptlands




                                                                    Kennedy Hig
                                                                                 Z4      I.

                                                                                       ............ ..
                                                                                        ....... .

                                                                      ..........






                                                                                 Rip-Rap with
                                      Proposed Valve                            abric                                  Vegetated Wetlands
                                      Box
                                                                                  Existing
                          424'
                                               ff         -JL.& I                  Bank

                          418'                                                                                           12"Forced Main
                                           Pro                                                          roposed
                          414'             12" Gate elves                                              12" Gate
                          412'
                                                                                                      Vales
                                                                        I
                                                                                20P





               Adjacent Property Owners:                                  Plan &                        Proposed Utlitty Lino Crossing
                                                                   Cross Sectional                      in Priest Crook
               1. C. Schutz                                                View                         County Of West
                                                                   Jennings Sewage Line
               2. K. Mayne                                              Scale 1        20'              Applicant Arthur Jennings
                                                                                                        Shoot 1 of 1             Date 1/29192

                                                                               -42-










                                         APPENDIX R -- ROAD CROSSINGS

       PLEASE COMPLETE THE CHECKLIST AND ANSWER THE QUESTIONS. THEDRAWINGS MUST
       CONTAIN THE FOLLOWING INFORMATION OR THEY WILL BE RETURNED AS INCOMPLEM-

       Plan View Drawing
              north arrow
              waterway name
              existing and proposed structures or fill
              dimensions of structures and benchmarks showing distances to fixed points of reference
              mean low water and mean high water lines (tidal)
              ordinary high water line (nontidal)
              location of vegetated wetlands at the project site
              property lines on both sides of stream with location of adjacent property owners
              width of the waterway (measuring from mean high water to mean high water (tidal) or ordinary high
              water to ordinary high water (nontidal)
              ebb and flood (tidal) or direction of flow (nontidal)
              location and type of support structures

       Cross Section Drawing
              mean high and low water levels levels (tidal)
              ordinary high water level (nontidal)
              existing contours of the stream beds and bank
              dimensions relative to mean high water or ordinary high water
              height of bridge, if applicable
              culverts (indicate size), if applicable
              culvert invert elevations

              Vicinity Map 'Me name of the map from which the vicinity map was taken and the exact location of the
              project site must be included (U.S.G.S. quad sheet, street map, or county map is preferred).

       NOTE: Virginia Department of Transportation (VDOT) standards require that the backwater for a 100 year storm
       not exceed I foot for all roads, culverts and bridges.

       1 .    On a separate sheet describe: the materials to be used, the method of construction, and the order in which
       the construction will be accomplished including cofferdams (if applicable).

       2.     What is the approximate drainage area and average flow rate of the stream? - sq. miles           cfs

       3.     Will any fill will be located on wetlands or subaqueous land? - Yes - No
              If your answer is yes, indicate the square footage and type of area(s) to be impacted:
                                                                    Tidal               Nontidal
                                    Vegetated wetlands                         sf                   sf
                                    Non-vegetated wetlands                     sf ------------------ ------
                                    Subaqueous land                            sf                   sf

       4.     Have you conducted hydrologic/hydraulic studies to verify adequacy of the culverts?
                 Yes        No      If your answer is "Yes", please attach a copy of the study/report.
       5.     If the project is a bridge crossing and there are similar crossings in the area, what is the vertical distance
              above mean high/low water or ordinary high water for the other crossings ?
           THE DEPARTMENT OF ENVIRONMENTAL QUALITY REQUIRES APPLICANTS TO
               SUBMIT THE ADDENDUM LOCATED AT THE END OF THIS APPLICATION



                                                           -43-






                                                     APPENDIX R, Road Crossings

                  2.        Property line                            3@
                                                                 %   _x          3:    C
                                                                                  1:
                                                                     0           0
                                                                  0
                                                                  CL                   CL
                     N                                            0                    0

                                                                                                0
                                                                                                      0 2 - 36" Steel culverts (8 foot
                                       Applicants                                                  010 on center) with Class I Rip-
                                       residence and                                                   rap scour protection on a 3 to
                                                                              .2
                                       garage                                                          I slope.


                              A                                                                                A


                                                          /concrete Drive',

                    PA




                                                                                     ..........



                                                                                           ..... .....










                                          Top of fill - 142'
                                          OHW - 133'
                                          Substrate - 130


                                                                                                  2 - 36" Steel culverts with Claw
                                                   Elie)                                          I Rip-rap scour protection on a 3
                                                                                                 to I slope.
                                  51 --bottom
                                  of.

                                   Detail
                                 not to sc                                                 Top of fill, 147 elevation

                                                                                                        Route 636



                                                                                      0" elevation 133,(top of fill In Corps
                                        Crook bottom elevation 130                   judsdicWn)
                            A                                                                                 A

                                                       Cross Section "A" - 'An



             Adjacent Property Owners:                          Plan &                     Propos*Wd ro crossing project
                                                          Cross Sectional                  In McCarthyCreelbt NIA
                                                                  0
                                                                  M
                                                                  0




                                       7
                                           0
                                          0
                                          T
                                       00; S










             1. Ned Burger                                       View                      County of Jones
             2. Joe Baumer                                  Road Crossing                  Applicant J. Rubelman
                                                             Scale In = 40'                Shoot 1 of           Date 3-27-93

                                                                    -44-










                                 AGENT CER77FICA TION OF AUTHORIZATION


       I                     hereby certify that I have authorized                   to act on my behalf and
       (APPLICANTS NAME)                                      (AGENTS NAME)

       take all actions necessary to the processing, issuance, and acceptance of this permit and any and all standard and
       special conditions attached.

       We hereby certify that the information submitted in this application is true and accurate to the best of our
       knowledge.


       APPLICANTS SIGNATURE                                 AGENT'S SIGNATURE



       DATE                                                 DATE




       Completion of this form will allow the agent to sign all future application correspondence.
       Also, please provide the name(s) and complete address(es) of all legal property owner(s) as
       shown on your recorded deed.

       NAO FM 1022, 30 APR 93





































                                                       -45-









                    ADJACENT PROPERTY OWNER'S ACKNOWLEDGEMENT FORM


                                                     own land next to or across the water from
       (ADJACENT PROPERTY OWNER'S NAME PRINTED)

     the land of                           . I have reviewed the applicant's project drawings dated
              (APPLICANTS NAME)

                        to be submitted for all necessary Local, State, and Federal permits.
     (DATE)


     I     HAVE NO COMMENT            DO NOT OBJECT --DO OBJECT             to the project.

     The applicant has agreed to contact me for additional comments if the proposal changes prior to construction of the
     project.

     (Before signing this form, please be sure you have checked the appropriate box above.)





     ADJACENTPRCPEKIYOWNS@C S SIGNATURE                   DATE



     NOTE: IF YOU OBJECT TO THE PROPOSAL - THE REASONS YOU OPPOSE THE PROJECT MUST BE
     SUBMITTED TO VMRC IN WRITING, AN OBJECTION WILL NOT NECESSARILY RESULT IN
     DENIAL OF THE PROJECT, BUT, VALID COMPLAINTS WILL BE GIVEN FULL
     CONSIDERATION DURING THE PERMIT REVIEW PROCESS



     NAO FM 1020, Rev 30 APR 93



                  NOTE: Please photocopy this form if additional copies are needed.




















                                                -47-










                      Appucmrs AND CONTRACTOMS ACKNOWLEDGEMENT FORM

                                            have contracted
        (APPLICANT'S NAME)                                   (CONTRACTOR/COMPANY NAME)

      to perform the work described in the application signed and dated
                                                                    (DATE)

      We will read and abide by all conditions as set forth in all Local, State, and Federal permits as required for this
      project. We understand that failure to follow the conditions of the permits may constitute a violation of applicable
      Local, State, and Federal statutes and that we will be liable for any civil and/or criminal penalties imposed by these
      statutes. SEE FEDERAL PENALTIES FOR VIOLATIONS AND RELATED STATE CODES.

      In addition, we agree to make available a copy of any permit to any regulatory representative visiting the project
      site to ensure permit compliance. If we fail to provide the applicable permit upon request, we understand that the
      representative will have the option of stopping our operation until it has been determined that we have a properly
      signed and executed permit and are in full compliance with all terms and conditions.


      APPLICANT'S SIGNATURE                                 DATE




      CONTRACTOR'S SIGNATURE AND TITLE                       DATE
      (if applicable)



      CONTRACTOR'S NAME (PRR,1TED/TYPED)                     CONTRACTOR'S OR FIRM'S ADDRESS
      OR NAME OF FIRM




      NAO FM 1021, Rev 30 APR 93



























                                                        -49-









                                             Regulatory Agencies

        Federal:                                U. S. Army Corps of Engineers
                                                       803 Front Street
                                                Norfolk, Virginia 23510-1096
                                                        (804) 441-7652


               The Corps of Engineers is responsible for administering a permit program pursuant to Section 10 of
        the Rivers & Harbors Act of 1999 and Section 404 of the Clean Water Act. Specifically, permits are required
        for construction, dredging, and filling activities proposed by landowners, businesses, developers, and
        government agencies in tidal and noncidal rivers, creeks, and tidal and    nontidal wetlands. in evaluating
        projects, the Corps considers all comments received from the public and    government agencies and conducts a
        public interest review that weighs foreseeable project benefits against    foreseeable project detriments.


        Field Officg.-,;-
        Blackstone Field Office                                                    Fredericksburg Field Office
        Post Office Box 109                                                        Breezewood Office Park
        Blackstone, Virginia 292-6617                                              10703 Courthouse Road, #270
        (804) 292-6617                                                             Fredericksburg, Virginia 22408
                                                                                   (703) 898-3568
        Christiansburg Field office
        Tudor Square, Suite 9                                                      Lynchburg Field Office
        209-211 Roanoke Street                                                     Second Floor
        Christiansburg, Virginia 24073                                             760S Timberlake Road
        (703) 382-6740                                                             Lynchburg, Virginia 24502
                                                                                   (904) 23 7-2145
        Dumfries Field Office
        Plaza South, Suite 102                                                     Northern Neck Field office
        138 Graham Park Road                                                       Post Office Box 459
        Dumfries, Virginia 22026                                                   Lively, Virginia 22507
        (703) 221-6967                                                             (804) 462-5382


        Eastern Shore Field Office                                                 Richmond Field Office
        General Delivery                                                           Hanover Business Center
        Accomac, Virginia 23301                                                    305-B Ashcake Road
        (804) 787-3133                                                             Ashland, Virginia 23005
                                                                                   (804) 752-746417484


        State:                            Virginia Marine Resources Commission
                                                 Habitat Management Division
                                                      Post Office Box 756
                                                    2600 Washington Avenue
                                              Newport News, Virginia 23607-0756
                                                         (804) 24 7-2200


        The Virginia Marine Resources Commission serves the citizenry of the Commonwealth of Virginia by combining a
        public interest review process with effective management, regulation and protection of the State's marine
        fisheries, submerged lands (state wide) and coastal resources (tidal wetlands and coastal sand
        duneslbeaches).  it is the goal of the Commission's Habitat Management Division to act as stewards of the
        Commonwealth's submerged lands and ensure the protection and wise use of these coastal lands and natural
        resources through the implementation of a regulatory review process and permitting program.


                                             Department of Environmental Quality
                                                     Post Office Box 11143
                                                Richmond, Virginia 23230-5000
                                                         (804) 527-5061


        One branch of the Department of Environmental Quality, the Virginia Water Protection Program, is responsible
        for the administration of the water quality programs delegated to the Commonwealth under the Clean Water Act
        and as required by the State Water Control Law.    Under both State and Federal Law, the Department functions
        as the principal water quality management agency within the Commonwealth of Virginia.     The goal of the
        Virginia Water Protection Program is to ensure the protection of the beneficial uses of State waters
        including nontidal wetlands, prevent degradation of valuable water resources and to work toward the
        restoration of waters whose quality has been degraded.    The Department issues permits for all activities
        which may result in the physical, biological or chemical alteration of State waters.


                                                              -51-









                                                Resource Agencies


        Federal:                          U. S. Environmental Protection Agency
                                                        Wetlands Section
                                                    841 Chestnut Street 3ES42
                                                     Philadelphia, PA 19107
                                                          (215) 597-3360


        The Environmental Protection Agency oversees compliance with federal environmental laws, including the Clear,
        Water Act, the Clean Air Act, Superfund, the National Environmental Policy Act, etc. The Agency provides
        advice and recommendations to the Corps of Engineers to ensure that all authorized projects avoid and
        minimize adverse environmental impacts. Important features considered during Clean Water Act project
        reviews include but are not limited to impacts on water quality, flood storage, fisheries, and wildlife
        habitat.


                                                 U. S. Fish & wildlife Service
                                                      Virginia Field Office
                                                       Post Office Box 480
                                               Mid-County Centre, U. S. Route 17
                                                  White Marsh, Virginia 23193
                                                          @804) 693-6694


               The objectives of the Department of the Interior and the U. S. Fish & Wildlife Service (Service) are
        to conserve fish and wildlife resources and their habitats and to protect public trust rights of use and
        enjoyment associated with waters of the United States.     The Service provides advice and recommendations to
        the Corps of Engineers to ensure that all authorized projects are the least environmentally damaging
        alternative and in the public's interest in safeguarding fish and wildlife resources from unnecessary loss
        and degradation.  The Service is also responsible for assisting the Corps to meet their responsibilities
        under Section 7 of the Endangered Species Act


                                               National Marine Fisheries Service
                                                      Management Division
                                                        oxford LaboraCory
                                                    oxford, Maryland 21654
                                                          (301) 226-5771


                                    President's Advisory Council on Historic Preservation
                                                  The Old Post Office Building
                                              1100 Pennsylvania Avenue, Suite 809
                                                      Washington, DC 20004
                                                          (202) 796-0505

        The President's Advisory Councii on Historic Preservation (council) provides comments to the Corps of
        Engineers (Corps) on undertakings that affect historic properties.      The Council's goal is to accommodate
        historic preservation concerns with the needs of the Corps' Regulatory program through the Section 106
        process.  Section 106 of the National Historic Preservation Act (NHPA) requires federal agencies with
        jurisdiction over federally licensed undertakings to take into account the effects of their undertakings on
        historic properties (defined as districts, buildings, structures, or archaeological slCes which are included
        on or are eligible for inclusion on the National Register of Historic Places) and to offer the Council the
        opportunity to comment on the project's effects.     The Council encourages consideration of historic
        preservation concerns during the early planning stages of a project through consultation with the Corps, the
        State Historic Preservation officer and other interested persons.
















                                                               -52-












        State:                        Virginia Department of Game & Inland Fisheries
                                                     Environmental Officer
                                                     Post Office Box 11104
                                                Richmond, Virginia 23230-1104
                                                         (804) 367-8999


               The Virginia Department of Game & Inland Fisheries (VDGIF) is the primary wildlife and freshwater
        management agency in the Commonwealth, and has legal jurisdiction over state or federally endangered or
        threatened species, excluding insects and plants. VDGIF is a consulting agency under the U.S. Fish &
        wildlife Coordination Act (48 Stat. 401, as amended; 16 U.S.C. 661 et seq.), and provides environmental
        analysis of projects or permit applications coordinated through the Virginia Marine Resources Commission,
        the Virginia State Water Control Board, the U.S. Army Corps of Engineers, the Federal Energy Regulatory
        Commission, and other state or federal agencies. The department's role in these procedures is to determine
        likely impacts on fish and wildlife resources and habitats, and to recommend appropriate measures to avoid,
        reduce, or mitigate for those impacts.    Primary issues of concern to VDGIF include impacts upon upland,
        wetland, aquatic fish & wildlife and their habitats; protection of instream flow; endangered or threatened
        species; and impacts upon streams or other surface waters and interconnected groundwaters.      Sediment and
        erosion control, water quality protection, and disposal or handling of hazardous or toxic materials are also
        of concern to the Department.



                                             Virginia Institute of Marine Science
                                                        Wetlands Section
                                               Gloucester Point, Virginia 23062
                                                          (904) 642-7000


        The Wetlands Advisory Program of the Virginia Institute of Marine Science (VIMS) provides scientific and
        technical advice for the use of all participants in the shoreline permit process.      To accomplish this, a
        written impact assessment report is prepared for most projects requiring a wetlands or subaqueous bed
        permit.  The report describes the marine environmental impacts of the proposed activity and suggests
        alternatives andlor modifications which will lessen any significant adverse effects to aquatic resources
        resulting from the proposal. Copies of the advisory report are provided to the applicant andlor the agent
        and all regulatory1resource agencies.


                                       Virginia Department of Conservation & Recreation
                                             Division of Soil & Water Conservation
                                           Shoreline Erosion Advisory Service (SEAS)
                                                      Post Office Box 1024
                                               Gloucester Point, Virginia 23062
                                                          (804) 642-7121


               The Shoreline Erosion Advisory Service is a technical section of the Department of Conservation &
        Recreation.  The SEAS program provides technical advice regarding environmentally sound protective measures
        for shoreline erosion control. 'The SEAS service is available upon request to property owners throughout
        Virginia's tidal region.


                                           Virginia Department of Historic Resources
                                                       221 Governor Street
                                                   Richmond, Virginia 23219
                                                          (904) 786-3143

        The Virginia Department of Historic Resources (VDHP) represents the interests of the Commonwealth and its
        citizens in preserving Virginia's cultural heritage.     The director of the VDHR is the State Historic
        Preservation Officer (SHPO).   The role of the SHPO is to assist the Corps in meeting its responsibilities
        under Section 106 of the National Historic Preservation Act. The VDHR assists the Corps with identifying
        historic properties, with assessing effects upon them and in considering alternatives to reduce, avoid or
        mitigate a project's adverse effects.












                                                               -53-










                            Local      Regulatory        Agencies (wetlands Boards)


       Accomack County:                (804)  787-5721              New Kent County:               (804)  966-9861
       Cape Charles County:            (804)  331-3259              Newport News:                  (804)  247-8437
       Charles City County:            (804)  829-9217              Norfolk:                       (804)  441-2152
       Chesapeake:                     (804)  547-6248              Northampton County:            (804)  678-5872
       Colonial Heights:               (804)  520-9275              Northumberland County:         (804)  580-8910
       Essex County:                   (804)  443-4951              Poquoson:                      (804)  868-7151
       Fairfax County:                 (703)  324-1210              Portsmouth:                    (804)  393-8836
       Fredericksburg:                 (703)  372-1179              Prince William County:         (703)  335-6830
       Gloucester County:              (804)  693-4040              Richmond County:               (804)  333-3415
       Hampton:                        (804)  727-6142              Stafford County:               (703)  659-8668
       Hopewell:                       (804)  541-2267              Suffolk:                       (804)  934-3111
       isle of Wight:                  (804)  357-3191              Surry County:                  (804)  294-5210
       James City County:              (804)  253-6622              Virginia Beach:                (804)  426-5790
       King George County:             (703)  775-7111              Westmoreland County:           (804)  493-0121
       King William County:            (804)  769-4927              West Point:                    (804)  843-3330
       Lancaster County:               (804)  462-5220              Williamsburg:                  (804)  220-6130
       Mathews County:                 (804)  725-5025              York County:                   (804)  890-3538
       Middlesex County:               (804)  758-4305




       Soil & Water Conservation's Erosion & Sedimentation Control Offices

       Abingdon                                                  Chase City
       252 W. Main Street, Suite 3                               411 Boyd Street
       Abingdon, Virginia 24210                                  Chase City,,Virginia 23924
       (703) 676-5528                                            (804) 372-2191

       Dublin                                                    Richmond
       Post Office Box 1506                                      217 Governor Street, 3rd Floor
       Dublin, Virginia 24084                                    Richmond, Virginia 23219
       (703) 831-4008                                            (804) 3 71 - 7489

       Staunton                                                  Suffolk
       Route 4, Box     99-J                                     1548 Holland Road
       Staunton, Virginia         24401.                         Suffolk, Virginia 23434
       (703) 322-9991                                            (804) 925-2468

       Tappahannock                                              Warrenton
       Post Office Box 1425                                      98 Alexandria Pike, Suite 33
       Tappahannock, Virginia 22560                              Warrenton, Virginia        22186
       (804) 443-6752                                            (703) 347-6420

       These offices may be able to prov2de adv2ce on ex-osion and sedimemtation cmtrols for shoreline and
       streanbank erosion as well as stozm rwater management.
















                                                              -54-











                                            ERAL VVEFLANDS DEIERMINATIONS

       Delineations are to be perfornwd using the appropriate method as directed in the current Federal manual.

       If you would like the Corps to verify a wetlands delineation, the following information should be provided:

       A Plan View Drawing showing:

                      all proposed development (if available)
                      location of the wetlands at the site with benchmarks
                      property lines and location of adjacent property owners
                      existing structures at the site
                      sampling locations
                      location of wells (if applicable)

       Please indicate whether the boundaries of the wetland at the project site have been flagged.

       A Vicinity Map with the name of the map from which it was taken and the exact location of the project site should
       be included (U.S.G.S. quad sheet, or other topographic map is preferred).

       In addition to the drawings, as much of the following information as possible should be provided.

                      Completed data sheets
                      Aerial photograph(s) of the site
                      Soil survey with soil descriptions
                      National Wetlands Inventory Map
                      FEMA map
                      Site history/Prior land use
                      Any other supporting documents to be considered





























                                                             -55-










                         FEDERAL PENAL77ES FOR VIOLA77ONS AND RELATED STATE CODES


         U. S. ARMY CORPS OF ENGINEERS
         Section 10 of the Rivers and Harbors Act of March 1899 (33 U. S. C. 401, 403, & 404) - Penalties as provided by Section 12 of the
         Act (33 U. S. C. 406) are not less than $500 or more than $2,500 or I year imprisonment or both.

         U. S. ARMY CORPS OF ENGINEERS & ENVIRONMENTAL PROTECTION AGENCY
         Section 404 of the Clean Water Act (33 U. S. C. 1251 et seq.) - Criminal penalties are not less than $2,500 per day or more than
         $25,000 per day or up to I year imprisonment or both; after the first violation (conviction) not more than $50,000 per day or up to 2
         years imprisonment or both (33 U. S. C. 1319 (c) (1)). Civil penalties may be as much as $25,000 for each day of violation 33 U. S.
         C. 1319 (d) and 33 U. S. C. 1344 (s) (4).

         Injunctive Relief - Court order to remove, restore, or comply with other conditions.

         False Statements - Falsifying information in the application may result in a maximum fime of $20,000 or up to 6 months
         imprisonment or both.

         The Environmental Protection Agency also has the authority to assess administrative penalties up to
         $125,000 for violations of Section 404 of the Clean Water Act.

         VIRGINIA MARINE RESOURCES COMMISSION
         Title 28.2 of the Code of Virginia
                 Chapter 12 - Submerged Lands
                          Article I - Ownership & Uses of Submerged Lands
                          Article 2 - Enforcement & Penalties
                 Chapter 13 - Wetlands
                          Article I - General Provisions
                          Article 2 - Wetlands Zoning Ordinances & Wetlands Boards
                          Article 3 - Permits & Review
                          Article 4 - Enforcement & Penalties
                 Chapter 14 - Coastal Primary Sand Dunes & Beaches
                          Article I - General Provisions
                          Article 2 - Coastal Primary Sand Dune Ordinance & Boards
                          Article 3 - Permits & Review
                          Article 4 - Enforcement & Penalties

         For violations under each Chapter civil charges up to $10,000.00 may be assessed by the Commission or a local Wetlands Board, or
         civil penalties up to $25,000.00, for each day of the violation, may be assessed by an appropriate circuit court.

         DEPARTMENT OF ENVIRONMENTAL QUALITY
         Chapter 3.1, Section 62.1-44, may assess civil penalties of up to $25,000 per day, willful or negligent violations are punishable by
         not more than 12 months in jail and a fine of not less than $2,500 or more than $25,000. Persons convicted of a felony under this
         section is punishable by not less than I year, nor more than three years in jail, firies not less than $5,000, nor more than $50,000 for
         each violation. Should the felony involve imminent danger of death or serious bodily harm, it is punishable by not less than 2 years,
         nor more than 15 years in prison and a fine of not less than $250,000. A defendant who is not an individual, convicted of this same
         felony shall be sentenced to pay a fine not exceeding the greater of $1,000,000 or three times the economic benefit that would have
         been realized by the activity producing the offense.

                                                           PRIVACY ACT STATEMENT

         The Department of the Army permit program is authorized by Section 10 of the Rivers and Harbors Act of 1899, Section 404 of the
         Clean Water Act, and Section 103 of the Marine Protection, Research and Sanctuaries Act of 1972. These laws require that individuals
         obtain permits that authorize structures and work in or affecting navigable waters of the United States, the discharge of dredged or fiU
         material into waters of the United States, and the transportation of dredged material for the purpose of dumping it into ocean waters
         prior to undertaking the activity. Information provided in the joint permit application will be used in the permit review process and is
         a matter of public record once the application is filed. Disclosure of the requested information is voluntary; however, it may not be
         possible to evaluate the permit application or issue a permit if the information requested is not provided.





                                                                         -57-










                                                          PROCESSOVG PROCEDURES


         Concurrent processing - When your application is received by VMRC, an application number is assigned. This number will be used
         when referring to your project. Copies of the application will be forwarded to the regulatory agencies by VMRC. Because of
         differences in jurisdiction and laws, these agencies will perform separate but concurrent reviews of your project.

         Site Inspections - Site inspections are necessary to evaluate proposals before, during, and after a permit is issued. Photograph.,; oLLha
               t sight will be taken during the on-site evaluations, Failure to allow an authorized roresentative to enter or to take photographs
         of conditions at the 11[Qjectsite may regult in Dcrinit denial

         Joint StatelFederal Public Notice - A Joint Public Notice may be used to advertise project plans. Comments received in response to
         the Public Notice are considered by each agency in reaching their individual decisions on the project. Certain types of projects my
         qualify for Corps general permits. In such cases, a joint public notice will not be prepared. The affected state and local agencies win
         then follow their individual regulations for advertising the project which may require publication in a local newspaper.

         Commenting on Notices - Adjacent property owners and others who have expressed interest in a particular area are furnished a copy of
         the joint public notice. In addition, local and state agencies may place a public notice in the local newspaper. Anyone may comment
         on a public notice. Comments must be made in writing and received by the close of the comment period specified in the public
         notice.

         Public Hearings - At the close of the Public Notice comment period Public Hearings may be held by Local, State, or Federal agencies.
         All applications requiring a local wetlands permit are considered at a public hearing held by the local wetlands board.

         Purpose of Federal Hearings - The purpose of a Federal public hearing is to acquire information that is pertinent to the decision making
         process and cannot be obtained through other means.

         Federal Hearing Procedures - Most projects usually affect only the applicant and the surrounding neighborhood. V= few 1IMiects
            .  : a public hearilig. When a hearing is necessary, a 30 day public notice is sent out announcing the date, time and place of the
         hearing. A decision on the project will not bC made at the hea4ng. A 10 day comment period follows the hearing to allow for
         additional facts or information to be submitted before the District Engineer makes a final decision.

         StatelLocal Hearing Procedures - Projects affecting tidal wetlands will be heard by the appropriate Local Wetlands Board after a notice
         of Public Hearing has been advertised at least once a week for two consecutive weeks in a local newspaper. You should consult your
         local wetlands board to determine who bears the cost for this advertisement. VMRC will conduct the hearings for localities with no
         wetlands board.

         Commission Meetings - Protested applications for a Virginia Marine Resources Commission permit which cannot be resolved,
         projects costing over $50,000 involving encroachment upon or over State-owned subaqueous land, and all projects affecting State and
         local wetlands in localities without a wetlands board will be scheduled for Public Hearings by VMRC at their regularly scheduled
         monthly commission meetings. All interested parties will be officially notified regarding the date and time of the hearing, as well as
         informed of Commission meeting procedures. The Commission will make a decision on the project at the meeting unless a decision
         for continuance is made.
         Joint Processing Meetings - Pending applications that do not meet the criteria of the Corps general permits are discussed at a joint
         processing meeting attended by representatives from the regulatory/advisory agencies. Project impacts as well as possible alternatives
         are discussed. These meetings are designed to reduce processing time by eliminating duplication of agency efforts.
         Virginia Water Protection Permits - All applications and permits will be processed in accordance with the Virginia Water Protection
         Permit Regulations (VA 680-15-02) and with Procedural Rule No. 1.
         Finalization of Process - If the project is approved, a permit is sent to the applicant. In some cases a notarized signature as well as
         processing fees and royalties are required before the permit is validated. If the project is denied, the reason(s) for denial will be
         provided in writing.
         If you have questions about completing the application or drawings or on the permitting process, call any of the agencies listed on
         pages 51-54 of this guide.





                                                                         -58-










                                                  MOSTFREQUENTLYASKED QUESTIONS

        What is the U. S. Corps of Engineers and what do they do, and why? The Corps of Engineers is a branch of the
        U. S. Army. You may not realize that the Corps' responsibilities go far beyond bridge and dam building. Specifically, the Corps'
        Regulatory Branch is responsible for regulating construction, dredging, and filling activities in waters of the United States including
        tidal and nontidal wetlands. Congress charged the Corps with administering Section 10 of the Rivers and Harbors Act of 1899 which
        prohibits obstructing or altering navigable waters of the U. S. without a permit. In 1977, the Corps was also charged with
        administering Section 404 of the Clean Water Act which prohibits the unauthorized discharge of dredged or fill material into waters,
        including tidal and nontidal wetlands of the United States.

        What are nationwide and regional permits? A nationwide permit is a form of general permit which authorizes certain
        activities throughout the nation in many cases without the property owner needing to notify the Corps provided certain conditions are
        met. However, an application may still be required for State review. A regional permit is a general permit issued by division or
        district engineers on a regional basis. The Norfolk District has issued regional permits for some 20 different activities.

        How do I know if I need a permit? Any activity (structure, dredging, certain land clearing, filling, etc.) which obstructs,
        alters, or discharges fill into waters of the United States including tidal and nontidal wetlands may require a permit from the Corps, the
        Virginia Marine Resources Commission, the Virginia Department of Environmental Quality and or the local wetlands board. You
        may call the appropriate agency listed at the front of the joint application booklet for further guidance.

        Will someone visit the site of my proposed project and tell me what is the best course of action? If you
        believe a site visit would assist you in developing your project plans, you may call the Corps.

        What is the permit process? The permitting process begins with you. You complete a Joint Permit Application and send it to
        the Virginia Marine Resources Commission (VMRC). VMRC assigns an application number and sends copies of your application to
        DEQ, your local wetlands board and to the Corps. Projects not satisfying the requirements of a nationwide or regional permit may
        need to be advertised by public notice. The Corps is required to coordinate such applications with the Environmental Protection
        Agency, the U. S. Fish and Wildlife Service, and the National Marine Fisheries Service. 'Me Corps considers the view of these
        agencies as well as comments received from the public in their evaluation of the project.

        What are the penalties if I do not follow the permit process? The agencies are responsible for enforcing the regulations
        they administer. Reported or detected violations will be investigated. Should a violation be confirmed, appropriate action will be
        pursued. (Seepage 57 for specific Federal and State penalties.)

        Where can I get further information about wetlands, wildlife, and the regulatory process? There are many
        sources. For information regarding wetlands, wildlife and the regulatory process you may contact any of the regulatory and advisory
        agencies listed on pages 51-54 of this booklet. The following agencies may also provide valuable information about aquatic resources,
        wetlands, wildlife and thier habitats:

                Chesapeake Bay Local Assistance Department                     1-800-243-7229 (1-800-CHESBAY)
                Environmental Protection Agency Wetlands Hotline               1-800-832-7828

        As a reminder, your local wetlands board (mostly in tidal areas) or your local Soil & Water Conservation District my also provide
        assistance and advice on development in or affecting wetlands.

        Does VMRC have jurisdiction in areas other than Tidewater?              Yes, in State-owned submerged lands in nontidal areas.
        This includes all the beds of the bays, rivers and creeks not conveyed by special grant or compact according to law. All perennial
        streams may be under VMRC jurisdiction.














                                                                        -59-









                                       DEFowrioNs, SPECAL TERMS, & ABBREVL4TIONS

        Acre - Foot Unit of volume of water that would cover one acre to a depth of one foot; equal to 43,560 cf.
        Adjacent Property Owner - Individuals owning property that shares the boundary (common property line) of
        the property at the project site.
        Anadromous fish - Fish that swim upstream to spawn.
        Beach Nourishment - The placement of suitable sand on a shore to restore and stabilize an eroding beach.
        Benchmark - A fixed point of reference used in a measure that under normal circumstances will not move or be
        changed. For example: the distance from the comer of a house to a telephone pole, or an official government
        survey marker.
        Breakwater - A fixed or floating structure usually constructed parallel to the shoreline to protect the shoreline
        from erosion by reducing the wave energy that reaches the shore.
        Bulkhead - an upright structure built to protect an eroding shoreline from the force of water.
        Community Facility for Boat Moorings - A facility operating under public or private ownership which
        provides mooring for boats whether on a free, rental, or fee basis or for the convenience of a particular group of
        individuals.
        Complete Application -Tlie basic application, all applicable appendices, and drawings properly filled out and
        completed.
        CFS -Cubic feet per second.
        Cubic Yard - A measure of volume; length x width x depth = volume (27 cubic feet = I cubic yard).
        Dredged Material - Material that is excavated or dredged from waters of the United States.
        Estuarine - River systems that extend upstream to an imaginary line that closes the mouth of the river, bay or
        sound. Generally, the term estuary refers to the portion of the river from the ocean to the point where the ocean
        salts are diluted by freshwater from either rivet currents or upland runoff.
        FPS - Feet per second.
        Fill Material -Any material that will change the bottom elevation of an aquatic area, wetland, or water body.
        Finger Pier - A small walkway generally built perpendicular to a pier for the purpose of providing access to and
        aid in mooring a boat. (Often referred to as a catwalk, L-head or T-head).
        Filter Cloth - A thin cloth-like material non-nally used behind bulkheads or riprap to retain fill material while
        allowing water to pass through it.
        General Permit -A Department of the Army (Corps) permit that is issued on a nationwide or regional basis for
        a category or categories of activities when the work is similar in nature and causes only minimal individual and
        cumulative environmental impacts.
        Groin - A structure built perpendicular to the shore whose main function is to trap and retain moving sediments.
        Intermittent Strewn - A stream that has flowing water at some times and is dry at other times.
        Intertidal Zone - The area of land that is submerged at high tide and exposed at low tide.
        Jetty - A structure, much like a groin, that is built alongside a channel or harbor entrance to prevent sand from
        building up in the channel and obstructing navigation. Jetties are seldom low profile since their main purpose is to
        maintain a channel opening.
        Joint Public Notice - A public notice that satisfies the advertising requirements of the Virginia State Water
        Control Board, the Virginia Marine Resources Commission, the Tennessee Valley Authority, and the Corps of
        Engineers.
        Linear Feet - The total footage of a structure measuring in a continuous line along the structure.
        Low Profile Groin - A groin design where the height of the structure is gradually lowered so the channelward
        end is below mean low water which allows sand to bypass the structure (once the structure is filled) so that
        beaches downdrift of the groin will still receive sand.
        Marina - Any installation operating under public or private ownership which provides mooring (not including
        paddle or rowboats), sale, rental, equipment, supply, or service for the convenience of the public or their leases,
        renters, or users of their facilities.
        Marsh Peat Surface - The surface of the area containing the roots of the wetland vegetation. Also referred to
        as the wetland substrate.
        Mean IEgh Water (MHW) - The average elevation of high water in tidal areas.
        Mean 11igh Water Line - A contour line on a drawing that shows the landward limits of an average high tide.
        Mean Low Water (MLW) - The average elevation of low water in tidal areas.
        Mean Low Water Line - A contour line on a drawing that shows the channelward limits of an average low
        tide.

                                                                -60-









        MGD - Million gallons per day.
        Mudflats - Nearly level areas without vegetation that are covered during high water and exposed at low water.
        Nationwide Permit - Nationwide permits are a type of general permit that authorize certain specified activities
        nationwide. If certain conditions are met, the specified activity may be undertaken without the need for an
        individual or regional permit.
        Navigable Waters of the United States - Waters of the United States that are subject to the ebb and flow
        of the tide, and/or are presently used, or have been used in the past, or may be susceptible to use for the transport
        of interstate or foreign commerce.
        Nontidal Waters -Waterways or impoundments not subject to the periodic rise and fall of the tide.
        Non-Vegetated Wetlands - State and Local Definition: The Commonwealth of Virginia has defined these
        areas as follows: Non-vegetated wetlands include the land lying between and contiguous to mean low water to an
        elevation of mean high water not otherwise considered "vegetated wetlands". Generally, this is any area between
        mean low water and mean high water which does not exhibit or support vegetation. These areas include mudflats,
        sand beaches, eroding shorelines, etc.
        Ordinary I-figh Water (OHW) - The average elevation of high water in nontidal areas.
        Ordinary ffigh Water Line - A contour line on maps of nontidal waterfront property that shows the landward
        limits of normal high water.
        Perennial Stream - A stream that has flowing water year round and is usually indicated by a solid blue line on
        U.S.G.S. quadrangle maps.
        Pre-Discharge Notification (PDN) - Notification required by the Corps of Engineers on specific projects
        that may meet the criteria of certain Nationwide Permits.
        Put & Take Trout Waters - Cool, clear, freshwater streams that are stocked with various species of trout.
        Regional Permit - Regional permits are a type of General Permit that may be issued by a division or district
        engineer for activities within a specific geographic area.
        Retaining wall - An upright structure built to prevent property from slumping into a waterway.
        Revetment - A facing, usually made of stone or concrete, installed to protect an eroding shoreline from the force
        of water.
        Riparian Rights - The rights of a person owning land bordering on a water body to reach navigable water.
        Riprap - A layer of material such as stone or chunks of concrete on an embankment slope to prevent erosion.
        Splash Apron - A structure that is usually made of riprap or concrete and placed at the outlet of a pipe to absorb
        the initial impact of the flow and reduce the flow velocity to a level which will not erode the receiving channel or
        area.
        Spur - A short structure, normally less than 20 feet in length, built perpendicular to a groin for the purpose of
        reducing erosion or scour downdrift of the groin.
        Square Feet - A measurement of area ( length x width = area),
        State Waters - All water, on the surface and under the ground, wholly or partially within its jurisdiction.
        Subaqueous Land - Land which is submerged below mean low water (channelward of the mean low water
        line) in tidal areas or below ordinary high water (channelward of the ordinary high water line) in nontidal areas.
        Tidal Waters - Waters subject to a periodic rise and fall in elevation caused by the moon and sun and occurring
        in a cyclic manner, normally every 12 hours.
        Trout waters - Cool, clear, freshwater streams that provide habitat for various species of trout. Trout cannot
        survive in waters warmer than 68 degrees.
        Vegetated Shallows - Shallow water areas that support submerged aquatic vegetation.
        Vegetated Wetlands - State and Local Definition: The Commonwealth of Virginia has defined these areas as
        follows: Vegetated wetlands include the land lying between and contiguous to mean low water to an elevation
        above mean low water equal to one and one-half times the mean tide range at the site of the proposed project and
        upon which one or more species of tidal wetland plants is growing. Generally, this is the land between and
        adjacent to the range of mean high water and mean low water which supports at least one species of wetland
        vegetation. This definition includes the land within one and one-half times the range of the average tide at the site.
        State and Local wetlands are limited to tidal areas of the commonwealth.
        Federal Definition - The Government of the United States has defined wetlands as follows: Those areas that
        are inundated or saturated by surface or groundwater at a frequency and duration sufficient to support, and under
        normal circumstances do support, a prevalence of vegetation typically adapted for life in saturated soil conditions.
        Federal wetlands generally include swamps, marshes, bogs, and similar areas. It should be noted in many cases
        the federal definition of wetlands includes areas at higher elevation than one and one-half times the mean high tide
        range. Federal wetlands are not limited to tidal areas.
                                                                 _61-









       Vernal Pools - Pools that may only seasonally have standing water. Several endangered species are dependant
       on vernal pools for their reproduction and continued existence.
       Waters of the United States - Coastal (including territorial seas) and inland waters, lakes, rivers, and
       streams that are navigable waters of the United States, including adjacent wetlands. PLUS: Tributaries to
       navigable waters of the United States, including adjacent wetlands. (Man-made, nontidal drainage and irrigation
       ditches excavated from dry land, not from wetlands, are not considered to be tributaries.) PLUS: Interstate
       waters and their tributaries, including adjacent wetlands.



















































                                                             -62-










                U.S. Army Corps
                Of Engineers
                Norfolk District



                            CERTIFICATE OF COMPLIANCE
                                          WITH
                  ARMY CORPS OF ENGINEERS, NORFOLK DISTRICT
                     REGIONAL PERMIT RP-17 FOR PRIVATE PIERS


                                  hereby certify that I have read and understand all
     conditions of the effective Regional Permit RP-17, issued by the Army Corps of Engineers,
     Norfolk District, Norfolk, Virginia, regulating the construction, maintenance, and repair of
     private, non-commercial piers & mooring piles in certain navigable waters of the United States
     within the Commonwealth of Virginia. The proposed (work) to be located at:

     ----------------------------------------------------------------


     -------------------------------------------------------------------


     -----------------------------------------------------------
     fully complies with all conditions set forth in RP-17.

     I agree to make available a copy of this certification and any other documents required by RP-17 to
     any regulatory representative authorized to visit the project site to ensure permit compliance. If I
     fail to provide the required documentation upon request, I understand that the representative
     will have the option of stopping work at the project site until it has been determined that I am in
     full compliance with all terms and conditions set forth in the regional permit.


                          -----------------------------------
                           Signature of Property Owner or Agent


                           ------------------------------------
                                Date


           NOTE: DO NOT SIGN THIS FORM IF YOU ARE CONSTRUCTING A
      BULKHEAD, RIPRAP REVETMENT, OR PERFORMING ANY OTHER ACTIVITY
        NOT COVERED BY RP-17. DO NOT SIGN THIS FORM IF YOU HAVE NOT
      READ THE TERMS AND CONDITIONS OF RP-17. YOU MAY CONTACT THE
                  CORPS AT (804) 441-7652 FOR A COPY OF THE PERMIT.



     NAO FL 17 Rev 30 APR 93







                                            -63-











                                                         ADDENDUM


               DEPARTMENT OF ENVIRONMENTAL QUALITY ADDITIONAL INFORMATION FOR VIRGINIA
                                               WATER PROTECTION PERMITS

               The following information is required for all applications unless otherwise noted:

               1. ï¿½ 62.1-44.15:3 of State Water Control Law requires that before the Department may consider any
               application for a permit to be complete, that the applicant provide the Executive Director with a
               notification from the local governing body of the county, city or town in which the discharge is to take
               place that the location and operation of the facility is fully consistent with all ordinances adopted
               pursuant to Chapter 11 (ï¿½ 15.1427 et seq.) of Title 15.1. A form for local government signature is
               included with this appendix. Please note that the local governing body must be presented with the
               Joint Permit Application. Failure to fulfill this requirement will prevent processing of your application
               and may result in the administrative denial of your request.

               2.                                 3.
               Latitude:                                       Hydrologic
               Longitude:                                     Unit Code (HUC)

               * This information is found on the Hydrologic Unit Map - State of Virginia published by the U.S. Geological survey.

               4. Stream Classification (Check one)
               - Class I - Open Ocean                         Class 11 - Estuarine Waters
                    Class III - Nontidal Waters               Class IV - Mountainous Zone
                                                              Waters
                    Class V - Put & Take Trout                Class VI - Natural Trout
                    Waters                                    Waters
                    Class VII - Swamp Waters

               5. Stream Drainage Area (check whichever applies)
               a. -<I square mile b. -<5 square miles c. ->5 square miles

               "Note: Applicants proposing impoundments and water withdrawals may be required to provide more detailed hydrologic
               information (see section 11)

               6. Existing beneficial uses of affected waters (check all that apply)***:

                    fish and wildlife habitat                 recreation
               - public water supply                          agriculture water supply
               - commercial /industrial supply                waste assimilation
               - navigation                                   cultural value
               - aesthetic value                              other (please describe)

               7. Uses which may be impacted by the proposed project (check only those uses impacted)

                    fish and wildlife habitat                 recreation
                    public water supply                       agriculture water supply
                    commercial /industrial supply             waste assimilation
                    navigation                                cultural value
                    aesthetic value                           other (please describe)

               'Note: More detailed information on beneficial uses may be required for specific projects. Applicants will be notified, in
               writing, of any additional requirements.



                                                               Al -









                8. Functional values assessment (wetlands only):

                Functional assessments are required for impacts (permanent and temporary) to all wetlands one acre or
                more in size. Many recognized functional assessment methodologies exist. However, the DEQ endorses
                no specific methodology at this time. It is suggested that an applicant or his agent select a method
                based upon its ease of use, ability to provide quality information, and utility in the field. Applicants
                are cautioned that the assessment of wetland functional value is technically complex. Persons
                unfan-dliar with the techniques for functional assessment should use caution when attempting to utilize
                these methods. The functional assessment and the methodology utilized to determine functional value
                must be submitted to the DEQ with the application package.

                9. Wetland delineation (where applicable) :

                All projects impacting wetlands must provide a delineation map showing the physical location and
                aerial extent of all wetlands on the site. All data sheets and calculations utilized to determine an
                area's wetland status shall be submitted with the delineation map. The currently accepted federal
                methodology shall be used in preparing wetland delineations.

                10. Mitigation Plan (required for unavoidable wetland losses and stream modifications):

                The mitigation plan shall at a minimum include:

                      a. Measures taken to avoid impacts to surface waters, including wetlands.

                      F,xample 1 : Structures were relocated to avoid wedand/stream relocation area's identified at X
                and Y on the delineation map.

                      Example 2: The road crossing structure has been changed from a quadruple box culvert to a bridge
                in order to avoid fill and channel modifications in Jones Branch, a sensitive trout stream.

                      b. Where impacts could not be avoided, measures taken to reduce impacts to surface waters,
                including wetlands.

                      Example 1: The slope of the road fill was reduced to x resulting in a reduction of y in wetland
                area impacted.

                      Example 2: The bridge was realigned to reduce the amount of channelization necessary to
                accommodate the road crossing.

                      c. Where impacts could not be avoided or minimized, a mitigation plan which completely
                describes the type of impact to be mitigated and the means by which mitigation will be accomplished.
                Plans should include:


                ï¿½ Location of the mitigation site, including latitude and longitude at the center of the site.
                ï¿½ detailed sketches and site plans
                ï¿½ any other measures designed to re-create, enhance or restore impacted beneficial uses within the
                proposed mitigation area.

                If no replacement mitigation is planned, the applicant must include a brief statement to this effect and
                include a detailed explanation as to the reason no replacement mitigation is planned.

                **** Note: Applicants with projects involving a water withdrawal or a FERC hydropower licensing or
                relicensing are required to provide the information in items 11 through 19.


                                                                   A2 -









                 11. Applicants must complete Appendix N - Stream Intakes and Outfall Structures, Appendix 0 -
                 Stream Channel Modifications and/or Appendix P - Impoundments /Dams, whichever is (are)
                 appropriate.

                 12. What are the median monthly stream flows in cubic feet per second (cfs) at the water intake or dam
                 site?


                                     Median Flow                              Median Flow
                        Month               LC F                                              -51
                                                51                     Month                LQF

                        JAN                 -----               JUL                  -----
                        FEB                 -----               AUG                  -----
                        MAR                                     SEP                  -----
                        APR                                     OCT                  -----
                        MAY                 -----               NOV                  -----
                        JUN                 -----               DEC                  -----

                 13. Describe below or on an attachment the strearnflow gauges, the type of calculations used and the
                 period of record that was used to calculate the median monthly flows in item 12, and the average flows
                 provided in Appendices N, 0 and P.


                 -------------------------------------------------------------------------------

                 ------------------------------------------------------------------------------

                 -------------------------------------------------------------------------------

                 ------------------------------------------------------------------------------

                 14. What is the maximum instantaneous withdrawal and maximum daily withdrawal at the water
                 intake or dam site? Specify the units of measurement, e.g. million gallons per day, gallons per minute,
                 cubic feet per second, etc.

                        Maximum instantaneous withdrawal


                        Maximum daily withdrawal

                 15. Describe the manner in which the withdrawal of water varies over time, for example, as a function
                 of the time of year, or time of day, or time of week.


                 ------------------------------------------------------------------------------


                 ------------------------------------------------------------------------------


                 ------------------------------------------------------------------------------


                 16. Describe below the amount of water that will be lost to consumptive use. For the purpose of this
                 application, consumptive use means the withdrawal of surface waters without recycle of said waters to
                 their source or basin of origin. Attach a map showing the location of the withdrawal and location of
                 the return flow.



                 ------------------------------------------------------------------------------

                 ------------------------------------------------------------------------------


                 ------------------------------------------------------------------------------

                 ------------------------------------------------------------------------------


                 17. Describe below or in a separate attachment how the amount of water to be withdrawn was
                 calculated and any relevant assumptions made in that calculation. Also describe the proposed use of
                 the water withdrawal.

                                                                      - A3 -

















            ------------------------------------------------------------------------------

            ------------------------------------------------------------------------------

            ------------------------------------------------------------------------------


            ------------------------------------------------------------------------------


            18. Describe in an attachment the existing beneficial uses of the surface water body near the proposed
            project site that would be affected by the withdrawal of water. Include both instream and offstream
            uses. For the purposes of this application beneficial instream uses include, but are not limited to, the
            protection of fish and wildlife habitat, maintenance of waste assimilation, recreation, navigation and
            cultural and aesthetic values. Offstream beneficial uses include, but are not limited to, domestic
            (including public water supply), agricultural, hydropower, commercial and industrial uses. Describe
            the strean-tflow necessary to protect existing beneficial uses and how the proposed withdrawal will
            impact existing beneficial uses.

            19. Describe in an attachment the aquatic life known to be present at the proposed location that will be
            impacted by the proposed withdrawal. Include information on the species known to be present and
            their habitat requirements.











































                                                  A4 -











             TO:           Applicants For Virginia Pollutant Discharge
                           Elimination System (VPDES) Permits, Virginia
                           Pollution Abatement (VPA) Permits, Virginia
                           Corrective Action Plan (CAP) Permits and Virginia
                           Water Protection Permits.


             Article 2, ï¿½ 62.1-44.15:3 of the State Water Control Law states:

             "No application for a Certificate to discharge sewage, industrial wastes and
             other wastes into or adjacent to state waters shall be considered complete
             unless the applicant has provided the Executive Director with notification
             from the governing body of the county, city or town in which the discharge is
             to take place that the location and operation of the discharging facility is
             consistent with all ordinances adopted pursuant to Chapter 11 (ï¿½ 15.1-427 et
             seq.) of Title 15.1 of the Code."
             (These are local zoning and planning ordinances)

             In accordance with'this section, new applications for VPA permits, VPDES
             Permits, CAP Permits and Virginia Water Protection Permits will not be
             considered complete until the information below is submitted to the DEQ
             Regional office or Headquarters office in the case of the Virginia Water
             Protection Permits.



             To:
                      (County, City or Town Administrator/Manager)

             I am in the process of completing a DEQ application form for a permit or
             certificate. In accordance with Chapter 11 (ï¿½15.1-427 et seq.) of Title 15.1
             of the Code of Virginia, I request that you sign one of the two statements
             below certifying my attached application is consistent with your local
             ordinances. Please return this form to:


             Return to:
                           (Applicant's Name)

                           (Applicant's Address)



             I hereby certify,
                      -     (1) that the proposed location and operation of the facility
             is consistent with all ordinances adopted pursuant to Chapter 11 (ï¿½15.1-427 et
             seq.) of Title 15.1 of the Code of Virginia or

             -    (2) That no local ordinances are in effect pursuant to Chapter 11
             (ï¿½lS.1-427 et seq.)


                      Signature                             Title



                      Print name                            Date










                                                  - A5 -
















                How to calculate square feet, cubic feet and cubic yards:

       If you wanted to dredge a channel 100 feet long, 20 feet wide and 5 feet deeper than the existing channel is at
       mean low water, the volume you dredge would look similar to the illustration below.






                                                             100,



                      51



                                                                                20'
                                                                       =02 W

                         Using steps 1 - 3 below, the calculations for this example are:

                                 1. 100 feet x 20 feet =     2,000 square feet
                                2. 5 feet x 2,000 feet       10,000 cubic feet
                                3. 10,000 cubic feet /27 = 370 cubic yards





        P,

















                                      EXHIBIT C







                                            VIRGINIA                     Permit

                                                                Co
                                                       !j




                                                      C

                                  Commonwealth of Virginia
                               Marine Resources Commission
                                           Authorization





               A Permit has been issued to:
                                                            (Name)

                                                           (Address)




                The Permit Authorizes





                      Issuance Date                         Expiration Date



                                                  (Commissioner or Designee)


                                                  (Notary Public)



                                                 (Commission Expires)


                           This Notice Must Be Conspicuously Displayed At Site Of Work






















                EXHIBIT D
















                                          Virginia Marine Resources Commission
                                          Habitat Management Division
                                          2600 Washington Avenue
                                          Post Office Box 756
                                          Newport News VA 23607-0756




                    Attenticin:
                                 Environmental Engineer








                        SirlMadam:

                              Please be advised that Z will commence work on                   on
                                                                               (Permit NuRFe-r)
                           (Date)     in     (Watorway)                (CIty1county)

                               X expect-the work to be completed no later than
                                                                                   (Dat*)




                                                                        (Name of Permittee)


                            Note: Return postage Is on the card.






  i    A


















                                      EXHIBIT E








                                                                                                                                              ASSOCIATE MEMBERS
                                                                                                                                              SIDNEY H. CAMDEN
                                                                                                                                              Eastvitte. Virginia
                                                                                                                                              GEORGE S. FORREST
                                                                                                                                              Poquoson, Virginia
                                                                                                                                              JOHN W. FREEMAN, SR.
                                                                                                                                              Hampton, Virginia
   WILLIAM A- PRUITT                                                                                                                          TIMOTHY G_ HAYES
   Commissioner                                                                                                                               Richmond, Virginia
   ROBERT 0. CRAFT                       COMMONWEALTH of VIRGINIA                                                                             WILLIAM A. HUDNALL
   Chief. Administration and Finance                     Marine Resources                       ornmission                                    Heathsville, Virginia
   ROBERT W. GRABB                                                                                                                            DONALD L LIVERMAN, SR.
   Chief, Habitat Management                                                 P. 0. Box 756                                                    Virginia Beach, Virginia
   ROBERT J. MARKLAND                                                                                                                         PETER W. ROWE
   Chief, Law Enforcement                                             2600 Washington Avenue                                                  Chesapeake, Virginia
   JACK G. TRAVELSTEAD                                                                                                                        JANE C. WEBB
   Chief. Fisheries Management                                 Newport News, Virginia 23607-0756                                              Newport News, Virginia
                                                                                   October 15, 1993


               Mr. Mark A. Bruner
               c/o Tidewater Dock, Inc.
               P. 0. Box 2733
               Virginia Beach, Va. 23450

                                                                                   RE: VMRC #93-1056


               Dear Sir:

                           Enclosed is the Marine Resources Commission permit to
               install 233 linear feet of riprap revetment no more than three
               feet channelward of mean low water at property situated along
               Linkhorn Bay in Virginia Beach.

                           A yellow placard is also enclosed. This placard reflects
               the authorized activities for inspection purposes and must be
               conspicuously displayed at the work site throughout the
               construction phase. Failure to properly post the placard in a
               prominent location will be considered a violation of your permit
               conditions.

                           The work authorized by this permit is to be completed by
               October 31, 1996. Please note that in conformance with Special
               Condition 17 of your permit you are to notify the Commission
               prior to commencement of your permitted project. The enclosed
               self-addressed, stamped post card is to be used for this purpose.
               All other conditions of the permit will remain in effect.

                           Please be advised that you may also require issuance of a
               U. S. Army Corps of Engineers permit before you begin work on
               this project. You may wish to contact them directly to verify
               any permitting requirements.

                                                                                   Sinc@@elyr

                                                                                   'fZobert W. Grabb
                                                                                   Chief, Habitat Management
               RWG/lm
               HM
               Enclosure
               CC: U. S. Army Corps of Engineers, Norfolk District
                           Virginia Beach Wetlands Board
                           Applicant

        Telephone (804) 247-2200 (804) 247-2292 V/TDD Information and Emergency Hotline 1-800-541-4646 V/TDD







                                                                                                                                   93-1056
         MRC 30 - 317                                                                                             vml@cfi
                                                                                                                  Applicanti -Mark A. Bruner

                                                       COMMONWEALTH OF VIRGINIA
                                                     MARINE RESOURCES COMMISSION
                                                                               PERMIT


         The Commonwealth of Virginia; Marine Resources Commission, hereinafter referred to as the Commission, on this 5 t h day of 0 c t o b e r
         199 3, hereby grants unto:                  Mark A. Bruner
                                                      1537 Quail Point Road
                                                     Virginia Beach, VA 23454

         hereinafter referred to as the Permittee, permission to:
                El       Encroach in, on, or over State-owned subaqueous bottoms pursuant to Chapter 12, Subti de 111, of Tide 28.2
                         of the Code of Virginia.

                E]       Use or develop'tidal wetlands pursuant to Chapter 13, Subtitle 111, of Title 282 of the Code of Virginia.

         Permittee is hereby authorized to: install 233 linear feet of riprap revetment no more
                than three feet channelward of mean low water at property situated
                along Linkhorn Bay in Virginia Beach.


         All activities authorized herein shall be accomplished in conformance with plans and drawings dated Sept ember 23, 1993,
         which am attached and made a part of this permit

         This permit is granted subject to the following conditions:

  (1)    Thework authorized by this permit shall be completed byo C t ob er 31., 1996                               The Permittee shall notify the Commission when
         the project is completed. The completion date may be extended by the Commission in its discretion. Any such application for extension of
         time shall be in writing prior to the above completion date and shall specify the reason for such extension and the expected date of completion
         of construction. All other conditions remain in effect until revoked by the Commission or the General Assembly.
  (2)    Ibis permit grants no authority to the Permittee to encroach upon the property rights, including riparian rights of others.
  (3)    The duly authorized agents of the Commission shall have the right to enter upon the premises at reasonable times, for the purpose of inspecting
         the work being done pursuant to this permit.
  (4)    The Permittee shall comply with the waterquality standards as established by the Virginia Water Control Board and all other applicable laws, or-
         dinances, rules and regulations affecting the conduct of the project. The granting of this permit shall not relieve the Permittee of the responsibil-
         ity of obtaining any and all other permits or authority for the projects.
  (5)    This permitshall not be transferred without written consent of the Commissioner.
  (6)    This permitshall not affect or interfere with the right vouchsafed to the people of Virginia concerning fishing, fowling and the catching of and
         taking of oysters and othershellfish in and from the bottom of acres and waters not included within the terms of this permit
  (7)    The Permitteeshall, to the, greatest extent practicable, minimize the adverse effects of the project upon adjacent properties and wedands and
         upon the na tura I resou rces of the Go in monweal th.
  (8)    Th is perm i t m ay be revoked a t a ny t i me by the Com m ission upon th e fai lure of the Perm i t tee to com ply wi th any of the term s a nd cond itions
         he reof or a t the wil I of th e Gen era I Assembly of M rgi ni a.
  (9)    There is express ly excl uded from the perm it any porti on of th e wa ters wi thi n th e bo u nda ries of the Baylor S u rvey.
  (10)   This permit is subject to any lease of oyster planting ground in effect on the date of this permit. Nothing in this permit shall be construed as at-
         lowing the Permittee to encroach on any lease without the consent of the leaseholder. The Permittee shall be liable for any damages to such
         lease.
  (11)   The issuance of this permit does not confer upon the Permittee any interest or title to the beds of the waters.
  (12)   All structures authorized by this permit which are not maintained in good repair shall be completely removed from State-owned bottom within
         three (3) mouths after notification by the Commission.
  (13)   The Permittee agrees to comply with all of die terms and conditions as set forth in this permit and that the project wilt be accomplished within
         the boundaries as outlined in the plans attached hereto. Any encroachment beyond die limits of this permitshall constitute a Class 1 misde-
         meanor.
  (14)   This permit authorizes no claim to archaeological arlifacts which may be encountered during the course of construction. If, however, archae-
         ological remains are encountered, the Permittee agrees to notify the Commission, who will, in turn notify the Department of Historic Resources.
         The Permi ttee further agrees to cooperate with agencies of the Commonwealth in the recovery of archaeological mmains if deemed necessary.
  (15)   The Permittee, agrees to i ndemni@y and save harmless the Commonwealth of Vrgi nia from any liabili ty a rising from the estabi ishment, opera-
         tion or maintenance of said project.


         PERMITTEE - WHITE COPY                                   COMMISSION -YELLOW COPY                                CORPS OF ENGINEERS - PINK COPY







                                                                                                     VMRCV 93-1056


  fo(lowing specia( conditions are imposed on this permit


              16.       The yellow placard accompanying this permit document must
                        be conspicuously displayed at the work site throughout the
                        construction phase of the authorized activity.

              17.       Permittee agrees to notify the Commission a minimum of 15 days
                        prior to the start of construction of the activities
                        authorized by this permit.




























































 PERM(TTEE-WHITE COPY
 COMMISSION-YELLOW COPY
 CORPS OF ENGINEERS-PINK COPY





                                                                                                                                  VMRC44         93-1056

    A permit issuing lee of            $25.00
    and a royalty of                     n / a
    forthe                             installation of 233 linear feet of riprap revetment




    for a total of                     $25.00                           is due and payable upon return of this document signed by the Permittee. This permit consists of
                  12 sheets.


    PERMITTEE


       Permittee's signature is affixed hereto as evidence of acceptance of all of the terms     and conditions herein.

       In cases where the Permittee is a corporation, agency or political jurisdiction, please assure that the individual who signs for the Permittee has proper
    authorization to bind the organization to the financial and performance obligations which result from activity authorized by this permit


                                                                                                         PERMITTEE
                                                                                           Marl                           r
                                                                      Acc pled                    @Z A.,, Br"e
        day of re
                                                                                (Nar6)                         (Title)


    State of
    City (04`_@) of         kc-                                       to-wit
       1,     5).          ""                                                                   a Notary Public in and for said City (or County) and State hereby certify that
                               0- ,                        C_                               Permittee, whose name is signed to the foregoing, has acknowledged the same
    before me in my City (or County) and State aforesaid.                                  ;JL
                                                          Given under my hand this //         day of Ire         4L . 19 9


                                                                                                 Notary Public
                                                My commission expires on the        314   Iday of       C
                                                                                                                                    19 ?q


    COMMISSION

       IN WITNESS WHEREOF, the Commonwealth of Virginia, Marine Resources Commission has caused these presents to be executed in its behalf by
                     Robert W. Grabb                              Chief, Habitat Management
                                  (Name)                                   (Title)        MARINE RE@PURCES COMMISSION
5th day of         October                    19    93                By


    State of Virginia
    cityof Newport News                                                                     to-wit,
              Linda L. Musser                                                                    a No taryIpublic within and for said City, State of Virginia, hereby certify that
              Robert W. Grabb                                whose name is signed to the foregoing, bearing the 5th               dayof October                   1993          has
    acknowledged the same before me in my City aforesaid.
       Given under my hand this 15 th day of 0 c t o b e r                   '19  93


                                                                                               Notary Public
    My commission expires on the       3 1 S t dayof         March              '19     96


    PERMITTEE-WH(TE COPY
    COMMISSION-YELLOW COPY
    CORPS OF ENGINEERS-PINK COPY















                                                                                                  JOB SITE
                                                                                           MARK A- BRUNER
                                                                                    1537 QUAIL POINT RD-
                                                                                      VIRGINIA BEACH, VA
                                                                                                      234S4





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                                                                                    ADCS STREET MAP OF
         PURPOSE:                 EROSION CONTROL                                               TIDEWATER                                           IN: LINKHORN BAY
         DATUM:                   M-L.W-            0-00                                          VIRGINIA                                          AT: 1537 QUAIL POINT ROAD
         ADJACENT PROPERTY CWNERS:                                                                   MAP 14                                         C=: VIRGINIA BEACH
         1) GRAY N- allRNER                                                                GRID BLOCK C-7                                           STATE-VIRGINIA
         2) DAVID H. ADA1MS                                                                                                                         APPLICATION BY:
                                                                                       PROPOSED SHORELINE                                           MARK A- BRUNER
                                                                                                 PROTECTIOU                                         Sl-=- 1 OF 9 DATE:7/23/93
                                                                                                                                                                         REVISED: 8/18/93


                                                                                                                                                    REVISED 8-27-93















                                                                                         LINKHORN BAY



                                                                                                                            F1,00D



                                                         ME OF                    APPROX. 1 , SOO'                  EBB
                                                       REP-RAP                    ACROSS WA=WAY
                         MEAN LOW
                         WATER K L. 1q.
              TOE OF BANK AND -                                                   _'f "  3_        ;0
              I,T,thli HIQi WATE@,
                                                                    3                     6        7
                                                                               f
                                                                        D
                                                        Fl
             1-17@RSH

                                                                                                           'Pic

           APO ii                                                                                                                   Apo I

                                                                                  CaMIROL
     ',-@ODDED LOT                                                                POIN-is              4
     vAiRICUS rilf PES OF,
     TREF-S P_ND SHPUBS                                                                                                   Cy
     20' SIDEYARD                                                                                                            LIMIT'S OF
     SETIPACY,
                                                                                                                          OCNSTRUCTIaN
         NSTRUCTMI         P.=S                                             -c@ 3-,@-
                                                                             .3's                                         20' [email protected]
                                                                               ty cu
                                                                                                                          SEMAG(


    A.   59.
              5'       R.  69'
    B.   45.5'
    C.   31'           1 ' 16'
    D.   37'           2.  25.5'                                                                                          aTrIRE PROJ=
    E.   59.S          3.  28'                                                                                 @ITE       IS I-T=aq THE
    F.   69'           4.  32'                                                                                 LAN@-@ARD LI14IT OF
    G.   73'           5.  IS.S'                                                                               BUFFER
    11.  89,           6.  10.5'
    1-   71'           7.  19'                    vo
    J-   55'           8.
    K.   47.5                                                     I-IATCHLINE
                       9.  13
    L.   S3'         10.   24
    M.   70.5'       11.
    N.   40'                                                                                                              AL C. TH
    0.   63'                                                                                                                   NO
    P_   75'                                                                                                                   9.68'3
    Q_   70.S
                                                           SCALE: V
    PURPOSE: EROSION
    DAILM:             M.L.W_ 0.00                              PLAN VIEW                          Dq: LIMIORN
    ADJAC@a,@`r PRCTyf@jm C@,TZERS:                                                                AT: 1537 QUAIL         POINT     ROAD
    I) GRAY N. TURNER                                                                              CITY: VIRGINIA         BEAC11
    2) DAVID li. ADAmS                                                                             Sn=:VIRGlN-IA
                                                                                                   APPLTCATICN BY:
                                                                                                                  @@Flk















                                                         PROPOSED _`U KXZEEJ3@E-                   W@RK A - BRUNER
                                                                                                         r 2 01-7 9 DATE: 7         2 3   9 3


                                                                                                   REVISED 8-27-93




























                                                 MATCHLINE
                                                                       34-


                                             '14                    Q1
                      20' SIDEYARD                                             APO I
                      SETBACK





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                                                                                     71
                                                                                           IZ

                                                                   J.



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                                                                                'A L C. T
                                                                 IST-1111
                             C/
                                                                                    No.

                                                                                   9683



                                                                                     L
                                        SCALE: 1"    50'
   PURPOSE: EROSION CONTROL                PLAN VIEW              T-N-- LINKHORN BAY
   DATUM:      M.L.W- 0.00                                        AT: 1537 QUAIL POINT  ROAD
   ADJACENr PROPERTY" OIWTU@:                                     CITY: VIRGINIA BEACH
                                                                         I @"K --



   1) GRAY N- TURNER                                              SMTE:VIRGINIA
   2) DAVID H. ADAMS                                              APPLICATION BY:
                                       PROPOSED SHORELINE         MARK A- BRUNER
                                                                  SlffiST 3 OF 9 DATE: 7/23/93
                                                                              RE\i-j3ED: 8/18/93







          4' TALL SILT FEtKE               Sll@T FENkM        B. +6-00'  SLOPE 2*:l'
          PLACED AT LDlrrS
          OF OOKSMUMCN                 PFC)POSED CURLADDE          CLASS I RIP RAP

                              EXISTIM GRADE                            PIN 1
                          FILL FRCM UPLAND SOURCE                                 M-H,W, +2,00'

                                       FILTER CE01H                               M..L4W- 0.00,
                                                                   MARSH
                                               OCRE




            AREA TO BE EXCAVATED
            (MATERIALS TO BE HAULED         SECTION VIEW SCALE 1/8"1   FILL TO EZ PLACED I TO 121
            TO AN UPLAND DISPOSAL SITE)       PIN 1                    LANDWARD FROM TOP OF BANK


            4' TALL SILT FENCE                            TEMP. SILT FV')CE    SLOPE 2'-J'
            PLACED AT LIMM         PROPOSED GRADE
            OF CONSIRUCTION

                                                      T.0.B. +6.00,
                                                                   CLASS I RIP RAP
                   FILL FRom UpLAM SOURCE                            pDi 2
                            EXIST-D@c GR&DE'
                                    GRADE                                     M.H.W- +2_00'

                                   FILTER CWTH                                M.L-W- 0-00'


                                          CORE STCt@E




            AREA TO BE EXCAVATED
            (MATERIALS TO BE HAULED         SECTION VIEK                FIIL To BE PLACED I To 12'
            TO AN UPLAM DISPO&kL SITE)        PIN 2                     LANDWARD FROM TOP OF BANK

              4' TALL SILT FENCE                 TEMP. SILT FTI)CE
              PLACED AT LIMITS                                                     SLOPE 2'-l'
              OF OCNSMUCTI0N                  T.O.B. +6.00'
                             GRAD                             CLASS; I RIP RAP

                                                                   PIN 3
                                                                        M.H.W- +2.00-
          j

                               FILTER CLOTH
                                                                            M-L.W. 0-00,
                                       DaSTING GRADE
                   TH'.   JR.
            "'oy
                   No.         41    C) f"k




              vin
                                                    VTT-w                                   -12
            (MAA         HAULED              -pD 1 3                         70 BE PI@ACED TO
            TO AN UPLAM DISPOSAL SITE)                                   IA@ FIZU-1 TOP OF BANK
   PURPOSE: EROSION CONTROL            SECTION VIEWS               IN: LINKHORN RAY
   DATUM:     M.L.W.   0.00                                        AT: 1537 QUAIL POINT ROAD
   ADJACENT PROPERTY OWNERS:           Pl, P2 and P3               CITY: VIRGINIA BEACH
   1) GRAY N- TUPdqER                                              STATE,.VIRGINT-A
   2) DAVID H,  ADAMS                                              APPLICATION 13Y:
                                                   sTcm




































































                                       PROPOSED SFKXZELINE         MARK A- BRUNER
                                            PROTDMON               -SIRMT 4 OF 9 DATE: 7/23/93
                                                                               REVISED: 8/18/93


                                                                   REVISED 8-27-93
















                                                                                                                           SMPE 2'
            4' TALL SMT FE11CE                                TEMP- SILT FENCE
            PLACED AT JIMITS
           or CIONSTRUCTIal
                                                            T.O.B. +6.00,                   CL.ASS I RIP RAP

                                       GRADE                                               PIN 4
                                    F7ILTER CWTH                                        M-H.W. +2.00'

                                              OCCE S7U\TE
                                                                                                       M.L.W. 0.00'



                                                                     E)a

                   AREA TO BE EXCAVATED                                                                    FlIL 70 BE PLACED 1 70 'l 2  .
                   (MATERIALS 70 BE HAULED                       SECTION ViE7,7   SCALE   1/8"
                   TO AN UPLAND DISPOSAL SITE)                      PIN 4                                   LANDelARD FROM TOP OF BANK

                                    TEMP. SILT FENCE
              4' TALL SILT FENCE                                                                                            Q@QPE 2': 1
              PLACED AT 1,IMITS
              OF CONSTRUCTION                                T.O.B. +6.00'


                                 PROPOSED GaRlADE                                    CIASS I RIP RAP
                                     FILTER CL=                                F             M-H.W. +2.00'
                                               CCRE STONE                                PIN 5    M.L.W. 0-00'


                                                                    EXISTING   GRADE





                 AREA TO BE EXCAVATED
                 (MATERIALS TO BE HAULED                         SECT`IOtq VIEW   SCALE 1/8"              FUL To EE PLACED     1 70 12'
                 TO AN UPLAND DISPOSAL SITE)                        PIN 5                                 IANDwARD FROM 70P    OF BANK
                 4' TALL SILT FENCE     TEMP- SILT FENCE                                                                 SLOPE 2'-l'
                 PLACED AT LIMITS
                 OF CONSTRUCTICN                                  T-O.B. +6-00'


                                                                                  CIASS I RIP RAP
                                 PR
                                       FILTER
                                             t                                        M-H-W. +2-00'
                                           --,.0OPE STL-NE                                PIN 6
                                                                                                   M.L-W.

                                                                                                                          C.


                                                                                                                             NO.
                                                                                                                              0'
                                                                   EXISTING GRADE                               .10
                                                                                                                 -5@        9683TVA
                 AREA TO  BE EXCAVATED                                                                          TO BE     CED-
                   ATERIALS 710 BE HAULED                        SEMON VIEM        SCALE 1/8"             LAND@ZARD fl@CM TOP OF  BANK
                    AN UPLAND DISPOSAL SITE)                        PIN 6
    PURPOSE: EROSION C@ONTMROL                                                                 IN: LINKHORN BAY
    DATUM:           M.L.W. 0.00                          SECTION VIEWS                        AT: 1537 QUAIL POINT ROAD
    ADJACENT PROPERTY OWNERS:                             P4, P5 and P6                        CITY: VIRGINIA BEACH
    1) GRAY N- TURNER                                                                          STATE:VIRGINTA
                            PROPolso @Alll@

                                                                        STING GRADE

































































                                                                                               APPLICATION BY:
                                                                                               MARK A- BRUNER
                                                        PROPOSED SjjOiZU,1--NE
                                                              PR(nBMOa                         -,IUIEFT 5 OF 9 DATE: 7/23/93
                                                                                                                REVISED: 8/18/93

                                                                                               REVISED 8-27-93















                                                                                                                   SLOPE 1   5
            4' TALL SILT FEENCE                                            SI-LT FENCE
            PLACED AT LIKITS
            OF cotLmucucN               PROPCGM <sRADE
                                                                    T-O-D- +6-00'
            FILL FROM UPLAln SOURCE            FILTER CLOTH                    CLASS I R-IP RAP
                                                   CCRF STCNE                          M.H-W- +2.00'
                                                                                       PiN 7     M.L.W. 0.00'



                                                                 E)asTim GRADE



                    A-RXA TO BE E(CAVA-M)
                                TO BE KkULED                       SEMON VTLW          SCAJ_E 1/8"-           FILL TO BE PLACED i TO 12
                                0 DISPOSAL SITE)                       PIN 7                                  LA14MARD FRal TOP OF pANK
                    TO  AN UPL-11'r


        4'  T-'J-L SILT M)C---                                  TE@iP- SMT Fl@,)CE                                       O-@OPE 2': 1
        PLACED AT LIlMaTS
        OF CONSTRUCTICN              FROPOS=M GRIP0E            T.O.B.    +6.00'          CLASS I RI P RAP

             FILL FRCM UPLA!M SC(j-K-Z-----                                                   PIN 8


                                                                                         M.H.w
                                        F-M= 0-0-Di                                               +2.00'


                                                   CO3.lE STCNE                                   M.L.W.   0.00'


                                                                  S=TR)G



                    ARFA TO 2E L-XCAVATED                                                                    FILL 70 U PLACED I TO 12'
                    (PATOUALS -10 BE H,%ULED                      SECI'ICN VIEW       SCALE 1 /8"            LAN'DdARD FROti 70P OF PANK
                    TO AN UPLAMD DISPOS-A.L SITE)                     PIN 8
                 4' TALL SILT m.@=                                                T&MP. SILT MKE                            SLOPE 2': 1
                 PLACED AT LIMITS
                 OF c0cls-MUMON
                                                        PROPOSED GRADE-                                 CLASS I Rl-P RAP
                                                                                  T.O.B. +6.00'
                                    FRCM-@WIJIVD Sl-)URCE
              A'-                                                                                        PIN 9
                                           EXI=G CR7,DE
                                                                                                                     M.H.W. 2.00'
                                                          FILTER CIJDDi

                                                                                                                        M.L.W. 0_001
                                                                  CCRE Sqla
                                                              E -D  D R A W 1 r",,  5@

                                                                                                 mpsH
                                                    p 1 o

                                                             i-FUD
                             E,       ED                                                                  FILL To BE PLACED 1 TO 12'
                                                                 SDMON VIEW
                    MATEPLIALS'   BE HAULED                                                                          FRCtj TOP OF BANY
                  70 AN UPLAND DISF40SAL SrrE)                       PIN 9                                LANDRRD
     PURPOSE: EROSION COlql'ROL-[                                                                IN: LINKHORN BAY
     DAaT-N:          M.L.W- 0.00                        SECrION     VIEWS                       AT: 1537 QUAIL POINT ROAD
     ADJACENT PROPEJZrY OWNERS:                          P7, P8 and P9                           (aTY: VIRGINIA BEACH
     1) GRAY N- IURNER                                                                           STATE:VIRGINIA
                                  lp,






















































     2) DAV-ID 11- ADAMS,                                                                        APPLICATION BY:
                                                         moposm Sl XXZE@,                        MARK A- BRUNER
                                                               PRCfI=-f CN                       Sl=- 6 OF 9 DATE: -7/23/93
                                                                                                                 REVISED: 8/18/93

                                                                                                 REVISED 8-27-93












                    4' TALL SILT FENCE              PROPOSED GRADE                                             STDPE 2': 1
                    PLACED AT LIMITS
                    OF Oct'tSm=Orq                                         TEKP_ SILT FElKE
                                            -------                        T.O.B. +6.,  00,     CLASS I RIP RAP

                                                                                                  PIN 10

                      FILL FROM UPLAND SOURCE
                                                                                                 M-H.W. +2.00'
                                                 FILTER
                                                                                                     M.L-W. 0-00'
                                                          b3EZE SIONE

                                                                                 MARSH




                                                                               EXISTING GRADE


                   AREA 70 BE EXCAVATED
                   (MATERIALS 10 BE HAULED                      SEMON VIEW SCALE 1/8" = I'          FILL TO BE PIACn) I TO 12'
                   TO AN UPLAND DISPOSAL SITE)                     PIN 10                           LANIXWD FRCM 70P OF BANK
                        4' TALL SILT FENCE                                          SILT FEZKM               I RIP PAP:
                        PLACED AT LIPaTS              PRO       GRADE-
                        OF COasTRLK_'rIc(q                                    SLOPE 2':l'
                                                                            T.O.B. +6.0                PIN 11       SWPE 2': 1


                                                                                                      MARSH
                       FILL FROM UPLAND SOURCE                                                "'Z M.H-W. +2.00'
                                                 FILTER CL17M
                                                       CORE SICKE                                   M.L-W. 0-00,

                                                                      EXISTING
                                                                                                             Q    fD  -j


                  AIREA TO BE EXCAVATED                                                             F-fLL To BE PLAM:)  170 12'
                   (MATERIALS TO BE HAULED                     SEMON    VTEW   SCALE 1/8"           IANWARD FRCm 710P   OF BANK
                  TO AN UPLAND DISPOSAL S                          PIN 11


                           4' TALL SILT M41CE                                 TaT. SILT   F13KE                   SLopE 2':l'
                           PLACED AT LIMITS           PROPOSED GRADE
                           OFca\L-,fRUCTIOt4
                                                                                T.O.B_    +6.00'
                   c-                                                                                   CIASS I RIP PAP


                        Fl:l              SOURCE
                                                                                                M-H.W.   +2.00'
                                          IG
                                   ExISTIN GRADE
                                                                                                      M-L-W. 0.00,
                                    'k  FILTER CI)G`IlL.____ - -
             c.

                                                                                          PIN 12
                      NO.
                                                                  L7.3 -e
                                                  P!
                    963fll
                                                                           z

                AREA,    BE-
                                                                                                  FILL To BE PLACED 1 710 12'
                               BE HAULED                    SECTION  VIEW     SCALE 1/8"          IANDKhM FRCm TOP OF BANK
                              DISPOSAL SITE)                    PIN 12
                                                                                          IN: LINKHORN BAY
    PURPOSE: EROSION            CONTROL             SECTION    VIEWS                      AT: 1537 QUAIL'POINT ROAD
    DAIL":          M.L.W_     0.00                                                       caTy: VIRGINIA BEACH
    ADJACEW PROPElZlY OWtUM:                        Plo, Pil and P12                      s-L=-VIRGINIA
    1) CRAY N_ TURNER
    2) DAVID H_ ADAMS                                                                     APPLICATION BY:
                                                    PROPOS'ED _':@[ KXZELII@LE            MAR-K A- BRUNER.
                                                          PFJIOT@GN                       an= 7 OF 9 DATE:          7/23/93
                                                                                                         REVISED:   8/18/93


















                                             GENERAL NOIES:


        I    A 4' TALL SILT FENCE WILL BE PLACED AND MAINTAINED ALONG ALL ACCESSWAYS
             PRIOR TO THE START OF ANY ODNSTRUCTION.
        2)   TREES THAT ARE TO BE REMOVED ARE TAGGED WITH PINK SURVEY RIBBON.
        3)   SAND FILL TO BE FROM UPLAND SOURCE.
        4)   ALL DISTURBED AREAS TO BE TOPSOIT       AND SEEDED.
        5)   A SILT FENCE WILL INSTALLED AT THE TOP OF BANK, AND MAINTAINED
             UNTILL A PERENNIAL VEGETATIVE COVER IS ESTABLISHED.
        6)   ALL MATERIAL IS To BE USED IN ACCORDANCE-WITH THE MANUFACTURER'S
             REC@,)ATIONS.














                                          SEQUENCE OF EVENTS:


        1    INSTALL A 4   'PALL SILT FENCE ALONG ACCESSWAYS     ---------- 1  DAY
        2)   REMOVE DEBRIS FROM SHORELINE      --------------------------   4  DAYS
        3)   REMOVE TAGGED TREES    -----------------------------------     2  DAYS
        4)   EXCAVATE TOE-IN-TRENCH A14D RESHAPE SHORELINE       ---------- 5  DAYS
        5)   INSTALL FILTER CLOTH AND LAY RIP-RAP       ------------------  2  WEEKS
        6)   REMOVE SILT FENCE, ESTABLISH PERENNIAL VBGITATIVE
             COVER OVER ALL DISTURBED AREAS      ------------------------   2  DAYS

















    PURPOSE: EROSION CONTROL                GENERAL NOTES              IN: LINKHORN BAY
    DATUM:      M.L-W. 0-00                       AND                  AT: 1537 QUAIL POINT ROAD
    ADJAC]a@ PROPEF= OWNERS:              SEQUENCE OF EVENTS           CITY: VIRGINIA BEACH
    1) GRAY N_ TURNER                                                  STATE:VIRGINIA
    2) DAVID H - ADAMS                                                 APPLICATION BY:
                                          PROPOSED SIK)RELINE          MARK A- BRUNER
                                              PROTE)CTION              SHEOr 8 OF 9 DATE: 7/23/93
                                                                                    REVISED: 8/18/93
















                               SITE SPECIFIC SEEDING MIXTURES FOR COASTAL PLAIN AREA

                                                                                                              Total Lbs.
                                                                                                              Per Am-
                           Minimum Care Lawn
                             - Commercial or Residential
                                   - Kentucky 31 or Turf-Type Tall Fescue                                   175-200 lbs.
                                                    or
                                   - Common Bermudagrass                                                          75 lbs.

                           High Maintenance Lawn.
                                   - Kentucky 31 or Turf-Type Tall Fescue                                  200-250 lbs.
                                                    or
                                   - Hybrid Bermudagrass (seed)                                      40 lbs. (unhulled)
                                                    or                                                  30 lbs.(hulled)
                                   - Hybrid Bermudagrass (by other vegetative
                                       establishment method, sec Std. & Spec. 3.34)

                           General Slope (3:1 or less)
                                   - Kentucky 31 Fescue                                                          128 lbs.
                                   - Red Top Grass                                                                2 lbs.
                                  - Seasonal Nurse Crop                                                          20 lbs.
                                                                                                                 150 lbs.
                           Low Maintenance Slope (SteeperThan 3:1)
                                   - Kentucky 31 Tall Fescue                                                 93-108 lbs.
                                   - Common Bermudagrass                                                       0-15 lbs.
                                   - Red Top Grass                                                                  2 lbs.
                                   - Seasonal Nurse Crop                                                          20 lbs.
                                   - Sericea Lespedeza                                                           20 lbs,
                                                                                                                 150 lbs.

                             Use seasonal nurse crop in. accordance with seeding dates as stated below:
                                           February, March through April            ...............         Annual Rye
                                           May Is( through August        ....................             Foxtail Millet
                                           September, October through November 15th                .....   Annual Rye
                                           November 16th through January .             .............        Winter Rye

                               May through October, use hulled seed. All other seeding periods, use
                           unhulled seed.       Weeping Lovgrass may be added to any slope or low-
                           maintenance, mix during warmer seeding periods-, add 10-20 lbs./acre in mixes.





     PURPOSE:          EROSION CONTROL                                  SEEDING                           IN:   LINKHORN BAY
     DATUM:            M.L.W. 0.00                                     SCHEDULE                           AT--   1537 QUAIL POINT ROAD
     ADJACENT PROPERTY OWNERS:                                                                            City: VIRGINIA BEACH
     1) GRAY N. TURNER                                                                                    STATE.VIRGINIA
     2) DAVID H- ADAMS                                                                                    APPLICATION BY:
                                                              PROPOSED SHORELINE                          MARK A- BRUNER
                                                                  PROTECTION				          SHEET 9 OF 9 DATE: 7/23/93
                                                                                                                     REVISED: 8/18/93

																	    REVISED 8-27-93	                                                                                                          
 



                                      - I
 A;j ioh





















                        EXHIBIT F











                              PROJECT COMPLIANCE ASSESSMENT


                                               VMRC#
                                               ENGINEER
                                               SITE VISIT
                                               DATE/TIME
                                               OTHERS PRESENT



            1.   Permittee


            2.   Location (Waterway)
                           (City/County)

            3.   Project Description



            4.   Project Completed?   YES         NO

            5.   Date of Permit Expiration     (VMRC)
                                               (LWB)

            6.   Project Dimensions as Permitted




            7.   Project Dimensions as Constructed




            8.   Can Permit Compliance be Determined?         If no, explain.



            9.   Degree of Permit Compliance:
                       In Compliance    Moderate    Out of Compliance

            10.  Additional Comments






            11. Contractor?


            12   Pictures Taken?      YES            NO




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                                                                                                                             I    NOAA COASTAL SERVICES CTR LIBRARY
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