Wetlands Bureau Decision Report - Welcome | NH … · Decision Report 02/29/2016 ... 24, 2015 as received by DES on September ... shall be taken to prevent import or transport of

Wetlands Bureau Decision ReportDecisions Taken

02/22/20 16 to 02/28/20 16

DISCLAIMER:

This document is published for information purposes only and does not constitute an authorization to conduct work.Work in jurisdiction may not commence until the applicant has received a posting permit.

Decisions are subject to appeal, and are reviewed by the federal agencies for compliance with Section 404 of the federalClean Water Act.

APPEAL:

Any party aggrieved by a decision may file an appeal within 30 days of the date of this decision as specified inRSA 482-A: 10, RSA 21-0:14, and the rules adopted by the Wetlands Council, Env-WtC 100-200.

The appeal must be filed directly with the Council, c/o the Council Appeals Clerk, who may be contacted at(603) 271-6072 or at appeals(/ides.nligov. The notice of appeal must set forth fully every ground upon whichit is claimed that the decision complained of is unlawful or unreasonable. Only those grounds set forth in thenotice of appeal can be considered by the council.

Decision Report 02/29/2016For Actions Taken 02/22/2016 to 02/28/2016

Iv1AJOR IMPACT PROJECT

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2015-02382 PIKE INDUSTRIES INCGORHAM Moose Brook

Requested Action:Dredge and fill 1,774 square feet, 187 linear feet, of the bed and bank of Moose Brook to stabilize bank of Moose Brook byextending an existing j-hook into a full channel cross-vane, creating a floodplain shelf, and installing rip-rap and boulders. Work injurisdiction includes 30 square feet of temporary impacts.*********** **** * **** * ***** *

APPROVE PERMIT:Dredge and fill 1,774 square feet, 187 linear feet, of the bed and bank of Moose Brook to stabilize bank of Moose Brook byextending an existing j-hook into a full channel cross-vane, creating a floodplain shelf, and installing rip-rap and boulders. Work injtirisdiction includes 30 square feet of temporary impacts.

With Conditions:1. All work shall be in accordance with plans by Loureiro Engineering Associates, Inc. entitled Pike Industries, Inc.: Moose BrookBank Stabilization Phase 11 (Sheets 1-8 of8) dated August 24, 2015 as received by DES on September 10, 2015.2. A qualified professional shall monitor the project during construction to verifr that all work is done in accordance with theapproved plans and narratives, adequate siltation and erosion controls are properly implemented, and no water quality violationsoccur. A follow-up report including photographs of all stages of construction shall be submitted to the DES Wetlands Programwithin 60 days of final site stabilization.3. Work shall be done during annual low flow conditions and during the months of July through September. No in-stream workshall occur after October 1 unless a waiver of this condition is issued in writing by DES in consultation with NH fish & Game.4. Appropriate siltation and erosion controls shall be in place prior to construction, shall be maintained during construction, andshall remain until the area is stabilized. Temporary controls shall be removed once the area has been stabilized.5. Appropriate turbidity controls shall be installed prior to construction, shall be maintained during construction such that noturbidity escapes the immediate dredge area, and shall remain until suspended particles have settled and water at the work site hasreturned to normal clarity.6. Construction equipment shall be inspected daily for leaking fuel, oil, and hydraulic fluid prior to entering surface waters orwetlands or operating in an area where such fluids could reach groundwater, surface waters, or wetlands.7. The pennitte&s contractor shall maintain appropriate oil/diesel fuel spill kits on site that are readily accessible at all times duringconstruction, and shall train each operator in the use of the kits.8. All refueling of equipment shall occur outside of surface waters or wetlands during construction. Machinery shall be staged andrefueled in upland areas only.9. Faulty equipment shall be repaired immediately prior to entering areas that are subject to RSA 482-A jurisdiction.10. All equipment shall work from adjacent banks or uplands and shall not enter flotving water.11. Extreme precautions shall be taken within riparian areas to prevent unnecessary removal of vegetation during construction.12. Area of temporary impact shall be regraded to original contours following completion of work.13. Within three days of final grading or temporary suspension of work in an area that is in or adjacent to wetlands or surface waters,all exposed soil areas shall be stabilized by seeding and mulching during the growing season, or if not within the growing season, bymulching with tackifiers on slopes less than 3:1 or netting and pinning on slopes steeper than 3:1.14. Where construction activities occur between November30 and May 1, all exposed soil areas shall be stabilized within 1 day ofestablishing the grade that is final or that otherwise will exist for more than 5 days. Stabilization shall include placing 3-inches ofbase course gravels, or loaming and mulching with tack or netting and pinning on slopes steeper than 3:1.15. The contractor responsible for completion of the work shall use techniques described in the New Hampshire Stonnwater Manual,Volume 3, Erosion and Sediment Controls During Construction (December 2008).16. Any further alteration of areas on this property that are subject to RSA 482-A jurisdiction will require a new application andfurther permitting.

Decision Report 3 02/29/2016For Actions Taken 02/22/20 16 to 02/28/2016

With Findings:1. This is a major project per Administrative Rule Env-Wt 303.02 (1) Projects which, when taken in the aggregate with previouswork on the property within the last 5 years, would be considered major.2. The proposed project is Phase II of previously completed stabilization and repairs (Wetlands Permit 2013-00319).3. The need for the proposed impacts has been demonstrated by the applicant per Env-Wt 302.01.4. The applicant has demonstrated by plan and example that each factor listed in Env-Wt 302.04 Requirements for ApplicationEvaluation, has been considered in the design of the project.5. The proposed project is a response to historical chairnelization of Moose Brook that has resulted in a highly incised stream,increased sheer stress at high flows, and bank instability. The stream channel lacks access to floodplain and cannot dissipate energyduring high flow events6. The project is needed to restore access to the floodplain shelf and increase width of the channel; reducing the depth of flow andshear stress at the current channels most constricted point.7. Downstream of the project area the brook appears to widen and exhibit more normal characteristics.8. Moose Brook has been identified as having both Eastern Brook Trout and Rainbow Trout. The permit is conditioned on workoccurring between July 1 and September 30.9. The applicant provided written pennission from the property owner of Gorham Tax Map U-8, lot 15 for work to occur on theirproperty.10. The applicant provided a written permission from the owner of property located at Town of Gorham tax map Map U-8, Lot 18waiving the Nil Wetlands Bureau requirement of maintaining a 20 foot setback.11. No comments were submitted from the Conservation Commission or the Natural Heritage Bureau.12. The project is for bank stabilization and to protect existing infrastructure and therefore does not require compensatory mitigationper Administrative Rule Env-Wt 302.03(c)(2)c.13. In accordance with RSA 482-A:8, DES finds that the requirements for a public hearing do not apply as the permitted project isnot of substantial public interest, and will not have a significant impact on or adversely affect the values of the riverine resources, asidentified under RSA 482-A: 1.

2015-03159 NH DEPT OF TR4NSPORTATIONBERLIN Small Brook

Requested Action:Replace the deck of a 10 ft. span and 32 ft. wide concrete bridge, patch the substructure, remove and replace one toe wall with asmaller one, install a new toe wall and place riprap on the banks impacting 1,271 sq. ft. (1,078 sq. ft. temporary of riverine wetland.

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Conservation Commission/Staff Conmients:Cons. Comm. - no comnmet

APPROVE PERMIT:Replace the deck of a 10 ft. span and 32 ft. wide concrete bridge, patch the substructure, remove and replace one toe wall with asmaller one, install a new toe wall and place riprap on the banks impacting 1,271 sq. ft. (1,078 sq. ft. temporary of riverine wetland.NHDOT project #40716

With Conditions:I. All work shall be in accordance with plans by NHDOT Bureau of Bridge Maintenance dated 9/17/15, as received by theDepartment on Nov. 24, 2015.2. Dredged material shall be placed out of the DES Wetlands Bureau jurisdiction.3. Unconfined work within the stream, exclusive of work associated with installation of a cofferdam, shall be done during periods oflow flow.4. Cofferdams shall not be installed during periods of high flow, whether due to seasonal ninoff or precipitation. Once a cofferdam

DecisionReport 4 02/29/2016For Actions Taken 02/22/20 16 to 02/28/20 16

is fully effective, confined work can proceed without restriction.5. Prior to commencing work on a substructure located within surface waters, a cofferdam shall be constructed to isolate the

substructure work area from the surface waters.6. Temporary cofferdams shall be entirely removed immediately following construction.

7. Construction equipment shall not be located within surface waters.

8. Discharge from dewatering of work areas shall be to sediment basins that are: a) located in uplands; b) lined with hay bales or

other acceptable sediment trapping liners; and c) set back as far as possible from wetlands and surface waters, in all cases with a

minimum of 20 feet of undisturbed vegetated buffer.9. Appropriate turbidity controls shall be installed prior to construction, shall be maintained during construction such that no

turbidity escapes the immediate dredge area, and shall remain until suspended particles have settled and the water at the work site

has returned to normal clarity.10. Within three days of the last activity in an area, all exposed soil areas, where construction activities are complete, shall be

stabilized by seeding and mulching during the growing season, or if not within the growing season, by mulching with tack on slopes

steeper than 3:1 or netting/matting and pinning on slopes steeper than 2:1.

11. ‘here construction activities have been temporarily suspended within the growing season, all exposed soil areas shall be

stabilized within 14 days by seeding and mulching or if temporarily suspended outside the growing season, all exposed areas shall be

stabilized within 14 days by mulching, mulching with tack on slopes steeper than 3:1 and stabilized by matting and pinning on slopes

steeper than 2:1.12. The contractor responsible for completion of the work shall utilize techniques described in the New Hampshire Stormwater

Manual, Volume 3, Erosion and Sediment Controls During Construction (December 2008).

13. Extreme precautions to be taken within riparian areas to limit utmecessary removal of vegetation during road construction and

areas cleared of vegetation to be revegetated as quickly as possible.14. There shall be no further alteration to wetlands or surface waters without amendment of this permit.

15. Standard precautions shall be taken to prevent import or transport of soil or seed stock from nuisance, invading species such as

purple loosestrife or Phragrnites.16. The impacts associated with the temporary work shall be restored immediately following construction.

With Findings:1. This is a major impact project per Administrative Rule Env-Wt 303.02(p), a replacement of a stream crossing structure in a tier 3

stream.2. The need for the proposed impacts has been demonstrated by the applicant per Env-Wt 302.01.

3. The applicant has provided evidence which demonstrates that this proposal is the alternative with the least adverse impact to areas

and environments under the department’s jurisdiction per Env-Wt 302.03.

4. The applicant has demonstrated by plan and example that each factor listed in Env-Wt 302.04(a) Requirements for Application

Evaluation, has been considered in the design of the project.

5. The project does not require mitigation as this meets rule Env-Wt 302 .03(c)(2)(c), protection of existing infrastructure.

6. In accordance with RSA 482-A:8, DES finds that the requirements for a public hearing do not apply as the permitted project is

not of substantial public interest, and will not have a significant impact on or adversely affect the values of the riverine resource, as

identified under RSA 482-A: 1.7. The DES has determined the applicant has met the purpose of the current stream rules relative to not causing damage upstream or

downstream and not impeding aquatic organisms.

2015-03217 Nil DEPT OF TRANSPORTATION

WAKEFIEID Hannaford Brook

Requested Action:Install concrete inverts in twin 10 ft. (23 ft. total span) x 70 ft. long metal culverts, place a fish weir at the outlet and place riprap

impacting 2,329 sq. ft. (1,486 sq. ft. temporary) of riverine wetlands.************************************

Conservation CommissionlStaff Comments:

Decision Report 5 02/29/2016For Actions Taken 02/22/20 16 to 02/28’2016

Cons. Comm. - no comment

APPROVE PERMIT:Install concrete inverts in twin 10 ft. (23 ft. total span) x 70 ft. long metal culverts. place a fish weir at the outlet and place riprapimpacting 2,329 sq. ft. (1,486 sq. ft. temporary) ofriverine wetlands. NHDOT project #407 10

With Conditions:1. All work shall be in accordance with plans by NHDOT Bureau of Bridge Maintenance dated 9/21 / 15 as received by theDepartment on Dec. 1, 2015.2. Dredged material shall be placed out of the DES Wetlands Bureau jurisdiction.3. Unconfined work within the brook, exclusive of work associated with installation of a cofferdam, shall be done during periods oflow flow.4. Cofferdams shall not be installed during periods of high flow, whether due to seasonal runoff or precipitation. Once a cofferdarnis frilly effective, confined work can proceed without restriction.5. Prior to commencing work on a substructure located within surface waters, a cofferdam shall be constructed to isolate thesubstructure work area from the surface waters.6. Temporary cofferdams shall be entirely removed immediately following construction.7. Construction equipment shall not be located within surface waters.8. Discharge from dewatering of work areas shall be to sediment basins that are: a) located in uplands; b) lined with hay bales orother acceptable sediment trapping liners; and c) set back as far as possible from wetlands and surface waters, in all cases with aminimum of 20 feet of undisturbed vegetated buffer.9. Appropriate turbidity controls shall be installed prior to construction, shall be maintained during construction such that noturbidity escapes the immediate dredge area, and shall remain until suspended particles have settled and the water at the work sitehas returned to nornial clarity.10. Within three days of the last activity in an area, all exposed soil areas, where construction activities are complete, shall bestabilized by seeding and mulching during the growing season, or if not within the growing season, by mulching with tack on slopessteeper than 3:1 or netting /matting and pinning on slopes steeper than 2:1.11. Where construction activities have been temporarily suspended within the growing season, all exposed soil areas shall bestabilized within 14 days by seeding and mulching or if temporarily suspended outside the growing season, all exposed areas shall bestabilized within 14 days by mulching. mulching with tack on slopes steeper than 3:1 and stabilized by matting and pinning on slopessteeper than 2:1.12. The contractor responsible for completion of the work shall utilize techniques described in the New Hampshire StormwaterManual, Volume 3, Erosion and Sediment Controls During Constniction (December 2008).13. Extreme precautions to be taken within riparian areas to limit unnecessary removal of vegetation during road construction andareas cleared of vegetation to be revegetated as quickly as possible.14. There shall be no further alteration to wetlands or surface waters without amendment of this permit.15. Precautions shall be taken to prevent import or transport of soil or seed stock containing nuisance or invasive species such asPurple Loosestrife, Knotweed, or Phragmites. The contractor responsible for work shall appropriately address invasive species inaccordance with the NHDOT Best Management Practices for Roadside Invasive Plants (2008).16. To prevent the introdciction of invasive plant species to the site, the permittee’s contractor(s) shall clean all soils and vegetationfrom construction equipment and matting before such equipment is moved to the site.17. Any work outside of the Right of Way shall be coordinated with the landowner prior to construction in those areas.18. The permittee shall conduct yearly inspections and submit a summary report to the file by Nov. 1st for three years after projectcompletion to assure the absence of a perched outlet.

With Findings:1. This is a major impact project per Administrative Rule Env-Wt 303.02(p), a replacement of a stream crossing structure in a tier 3stream.2. The need for the proposed impacts has been demonstrated by the applicant per Env-Wt 302.01.3. The applicant has provided evidence which demonstrates that this proposal is the alternative with the least adverse impact to areasand environments under the department’s jurisdiction per Env-Wt 302.03.4. The applicant has demonstrated by plan and example that each factor listed in Env-Wt 302.04(a) Requirements for ApplicationEvaluation, has been considered in the design of the project.


5. The project does not require mitigation as this meets rule Env-Wt 302.03(c)(2)(c), protection of existing infrastructure.

6. In accordance with RSA 482-A:8, DES finds that the requirements for a public hearing do not apply as the permitted project is

not of substantial public interest, and will not have a significant impact on or adversely affect the values of the riverine resource, as

identified under RSA 482-A: 1.7. The DES has determined the applicant has met the purpose of the current stream rules relative to not causing damage upstream or

downstream and not impeding aquatic organisms.

MINOR IMPACT PROJECT

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2015-02624 HYPERTHERi’I INC

HANOVER Unnamed Stream

Requested Action:Dredge and fill 9,881 square feet of wetlands and stream for a commercial parking lot and roadway rehabilitation project. Work in

jurisdiction includes 3,425 square feet of temporary impacts for the maintenance dredging an existing ditch, replacing two stream

crossings (twin 15” culvert: 30” culvert) each with 4 foot wide box culvert, sediment removal, and stream channel restoration.************************************

APPROVE PERMIT:Dredge and fill 9,881 square feet of wetlands and stream for a commercial parking lot and roadway rehabilitation project. Work in

jurisdiction includes 3,425 square feet of temporary impacts for the maintenance dredging an existing ditch, replacing two stream

crossings (twin 15” culvert; 30” culvert) each with 4 foot wide box culvert, sediment removal, and stream channel restoration.

With Conditions:1. All work shall be done in accordance with the plan by Pathways Consulting, LLC entitled Wetland Impact Plan (W 1 and W2)

andCO.20, C0.30, C1.00, Cl.10, C1.20. C2.00. C2.10 and C2.40 asreceivedbyDES onfebmary23. 2016.

2. A qualified professional shall monitor the project during construction to assure it is constructed in accordance with the approved

plans and to assure no water quality violations occur.

3. Work shall be done during non-flow or in the dry.

4. Materials used to emulate a natural stream channel surface must be rounded, smooth stones similar to the natural stream substrate

and shall not include angular rip-rap.5. Appropriate siltation and erosion controls shall be in place prior to construction, shall be maintained during construction, and

shall remain until the area is stabilized. Temporary controls shall be removed once the area has been stabilized.

6. Appropriate turbidity controls shall be installed prior to construction, shall be maintained during construction such that no

turbidity escapes the immediate dredge area, and shall remain until suspended particles have settled and water at the work site has

returned to normal clarity.7. All dredged and excavated material and construction-related debris shall be placed outside of the areas subject to RSA 482-A.

8. Construction equipment shall be inspected daily for leaking fuel, oil, and hydraulic fluid prior to entering surface waters or

wetlands or operating in an area where such fluids could reach groundwater, surface waters, or wetlands.

9. The permittee’s contractor shall maintain appropriate oil/diesel fuel spill kits on site that are readily accessible at all times during

construction, and shall train each operator in the use of the kits.

10. All refueling of equipment shall occur outside of surface waters or wetlands during construction. Machinery shall be staged and

refueled in upland areas only.

11. Faulty equipment shall be repaired immediately prior to entering areas that are subject to RSA 482-A jurisdiction.

12. Within three days of final grading or temporary suspension of work in an area that is in or adjacent to wetlands or surface waters,

all exposed soil areas shall be stabilized by seeding and mulching during the growing season, or if not within the growing season, by

mulching with tackifiers on slopes less than 3:1 or netting and pinning on slopes steeper than 3:1.

13. Where construction activities occur between November30 and May 1, all exposed soil areas shall be stabilized within 1 day of

Decision Report 7 02/29/2016For Actions Taken 02/22/20 16 to 02/28/20 16

establishing the grade that is final or that otherwise will exist for more than 5 days. Stabilization shall include placing 3-inches ofbase course gravels, or loaming and mulching with tack or netting and pinning on slopes steeper than 3 1.14. Proper headwalls shall be constructed within seven days of culvert installation.15. The contractor responsible for completion of the work shall use techniques described in the New Hampshire Stormwater Manual,Volume 3, Erosion and Sediment Controls During Construction (December 2008).16. Any further alteration of areas on this property that are subject to RSA 482-A jurisdiction will require a new application andfurther permitting.

With Findings:1. This is a Minor Project per Administrative Rule Env-Wt 303.03 (h) Projects involving less than 20,000 square feet of alterationin the aggregate in nontidal wetlands, nontidal surface waters, or banks adjacent to nontidal surface waters which exceed the criteriaof Env-Wt 303.04(0.2. The need for the proposed impacts has been demonstrated by the applicant per Rule Env-Wt 302.01.3. The proposed project is needed because the site is unsafe and the pavement has reached the end of useful life.4. The applicant has provided evidence which demonstrates that this proposal is the alternative with the least adverse impact toareas and environments under the department’s jurisdiction per Rule Env-Wt 302.03.5. The applicant has demonstrated by plan and example that each factor listed in Rule Env-Wt 302.04 Requirements forApplication Evaluation, has been considered in the design of the project.6. The proposed site improvements are intended to improve overall surface water quality entering the wetlands. The project seeksto make improvements during roadway reconstruction to reduce sedimentation and erosion, and control storrnwater runoff into thewetlands to provide improvement to hydrology and water quality. The project proposes to install pervious pavement in areas that arecurrently imnpervious.7. The agent stated that the two existing 15” culverts appear to have been installed at the incorrect location (off-set from thecenterline of the drainage). The project intends to improve connectivity between the east and west side of the driveway.8. The proposed replacement stream crossings meet the criteria of Env-Wt 904.07 for the replacement of a Tier One or Tier 2stream crossing as the proposed crossings meet the general criteria specified in Env-Wt 904.01; will not diminish the hydrauliccapacity of the crossing; and will not diminish the capacity of the crossing to accommodate aquatic life passage.9. In a letter dated received October 30, 2015 the Hanover Conservation Commission provided suggestions for the project and planset.10. On January 25, 2016 the agent submitted a response and revised plans following the suggestions of the Hanover ConservationCommission.11. The NFl Natural Heritage Bureau commented that although there was a NHB record present in the vicinity, they do not expectthat it will be impacted by the proposed project.

2015-02724 TROOP, CYNTHIA/ROBERTMEREDITH Lake Winnipesaukee

Requested Action:Remove an existing permanent “U” shaped docking structure, and construct a 6 ft. x 36 ft. crib pier connected to a 6 ft. x 40 ft. cribpier by a 6 ft. x 12 ft. walkway, drive two 3-pile ice clusters, install a permanent boatlift and a 14 ft. x 30 ft. seasonal canopy in thecenter slip, a seasonal boatlift and 2 seasonal personal watercraft lifts in the outer slips, and construct a 478 sq. ft. perched beach onan average of 156 feet of shoreline frontage along Lake Winnipesaukee, in Meredith.* * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * *

Conservation Commission/Staff Comments:11/09/2015 Con. Com. has a number of concerns with the plans for both the docking structure and for the perched beach. Analternative type of docking structure was suggested by the Con. Com. They also do not believe the perched beach should beauthorized in the location proposed in the plan.

APPROVE PERIVIIT:

Decision Report 8 02/29/2016For Actions Taken 02/22/2016 to 02/28/20 16

Remove an existing permanent “U’ shaped docking structure, and construct a 6 ft. x 36 ft. crib pier connected to a 6 ft. x 40 ft. crib

pier by a 6 ft. x 12 ft. walkway, drive two 3-pile ice clusters, install a permanent boatlift and a 14 ft. x 30 ft. seasonal canopy in the

center slip, a seasonal boatlift and 2 seasonal personal watercraft lifts in the outer slips, and construct a 478 sq. ft. perched beach on

an average of 156 feet of shoreline frontage along Lake Winnipesaukee, in Meredith.

With Conditions:1. All work shall be in accordance with plans by New Hampshire Environmental Consultants dated September 13, 2015, and revised

through February 1, 2016, as received by DES on February 3, 2016.2. This permit is not valid and effective until it has been recorded with the appropriate county Registry of Deeds by the applicant.

Prior to starting work under this permit, the permitted shall submit a copy of the recorded permit to the DES Wetlands Program by

certified mail, return receipt requested.3. All development activities associated with this project shall be conducted in compliance with applicable requirements of RSA

483-B and N.H. Code of Administrative Rules Env-Wq 1400 during and after construction.

4. This permit does not authorize the removal of trees or saplings within the waterfront buffer that would result in a tree and sapling

point score below the minimum required per RSA 483-B:9, V, (a)(2)(D)(iv).

5. Work authorized shall be carried out such that there are no discharges in or to spawning or nursery areas during spawning

seasons. Impacts to such areas shall be avoided or minimized to the maximum extent practicable during all other times of the year.

6. Work shall be carried out in a time and manner to avoid disturbances to migratory waterfowl breeding and nesting areas.

7. Appropriate siltation and erosion controls shall be in place prior to construction, shall be maintained during construction, and

shall remain until the area is stabilized. Temporary controls shall be removed once the area has been stabilized.

8. Appropriate turbidity controls shall be installed prior to construction, shall be maintained during construction such that no

turbidity escapes the immediate dredge area and shall retnain until suspended particles have settled and water at the work site has

returned to normal clarity.9. All dredged and excavated material and construction-related debris shall be placed outside of the areas subject to RSA 482-A.

Any spoil material deposited within 250 feet of any surface water shall comply with RSA-483-B.

10. The contractor responsible for completion of the work shall use techniques described in the New Hampshire Stormwater

Manual, Volume 3, Erosion and Sediment Controls During Construction (December 2008).11. Any subdivision of the property frontage will require removal of a sufficient portion of the docking structures to comply with the

dock size and density requirements in effect at the time of the subdivision.12. Only those structures shown on the approved plans shall be installed or constructed along this frontage. All portions of the

structures shall be at least 20 ft. from the abutting property lines or the imaginary extension of those lines into the water.

13. Cribs shall not exceed 6 feet long x 6 feet wide, and shall be of sufficient height to support the docking structure above normal

full lake level (Elev. 504.32).14. Crib material shall be timber, concrete, or other non-toxic material, and of such size and spacing as necessary to completely

contain the ballast.15. The minimum clear spacing between cribs shall be 12 feet.

16. No portion of the docking structures shall extend more than 40 feet from the shoreline at full lake elevation (Elev. 504.32).

17. All seasonal structures, including watercraft lifts, shall be removed for the non-boating season.

18. The canopy, including the support frame and cover, shall be designed and constructed to be readily removed at the end of the

boating season and the flexible canopy shall be removed for the non-boating season.

19. Stone placed along the beach front for the purpose of retaining sand shall be placed above and landward of those rocks currently

located along the normal high water line (Elevation 504.32). The rocks existing at the normal high water line shall remain

undisturbed such that the natural shoreline remains visible and intact.20. The steps installed for access to the water shall be located completely landward of the normal high water line.

21. No more than 10 cu. yd. of sand shall be used and all sand shall be located above the normal high water line.

22. The permittee shall provide appropriate diversion of surface water runoff to prevent erosion of beach area.

23. Within three days of final grading or temporary suspension of work in an area that is in or adjacent to wetlands or surface

waters, all exposed soil areas shall be stabilized by seeding and mulching during the growing season, or if not within the growing

season, by mulching with tackifiers on slopes less than 3: 1 or netting and pinning on slopes steeper than 3:1.

24. A combination of trees, shrubs and ground covers representing the density and species diversity of the vegetation present prior

to construction shall be replanted beginning at a distance no greater than 5 feet landward from the beach area.

With Findings:


1. This is a minor impact project per Administrative Rule Env-Wt 303.03(d), construction of a docking structure providing 3 slips.2. The need for the proposed impacts has been demonstrated by the applicant per Env-Wt 302.01.3. The applicant has provided evidence which demonstrates that this proposal is the alternative with the least adverse impact to areasand environments under the department’s jurisdiction per Env-Wt 302.03.4. The applicant has demonstrated by plan and example that each factor listed in Env-Wt 3 02.04(a) Requirements for ApplicationEvaluation, has been considered in the design of the project.5. The applicant has an average of 156 feet of shoreline frontage along Lake Winnipesaukee.6. A maximum of 3 slips may be permitted on this frontage per Rule Env-Wt 402.13, Frontage Over 75’.7. The proposed docking facility will provide 3 slips as defined per RSA 482-A:2, VIII and therefore meets Rule Env-Wt 402.13.

20 15-03008 C R MAHAN LIVING TRUSTMOULTONBOROUGH Lake Winnipesaukee

Requested Action:Dredge no more than 19 cu. yd. of material from 635 sq. ft. of lakebed adjacent to an existing “L” shaped seasonal docking structureand install 69 linear feet of rip-rap and native plantings on an average of9l ft. of frontage along Salmon Meadow Cove, on LakeWimiipesaukee, in Moultonborough.* * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * *

Conservation Conm,issionlStaff Comments:11-12-15 - Con corn has no objections to issuance of this permit.

APPROVE PERMIT:Dredge no more than 19 cu. yd. of material from 635 sq. ft. of lakebed adjacent to an existing “L” shaped seasonal docking structureand install 69 linear feet of rip-rap and native plantings on an average of9l ft. of frontage along Salmon Meadow Cove, on LakeWinnipesaukee, in Moultonborough.

With Conditions:1. All work shall be in accordance with plans by David Dolan Associates dated November 2, 2015, and revised through January 18,2016, as received by DES on January 26, 2016.2. This permit is contingent upon the establishment of 73 linear ft. of native vegetated buffer as shown on the approved plans.3. All development activities associated with this project shall be conducted in compliance with applicable requirements of RSA483-B and N.H. Code Admin. Rules Env-Wq 1400 during and after construction.4. No person undertaking any activity shall cause or contribute to, or allow the activity to cause or contribute to, any violations ofthe surface water quality standards in RSA 485-A and Env-Wq 1700.5. Work authorized shall be carried out such that there are no discharges in or to spawning or nursery areas during spawningseasons. Impacts to such areas shall be avoided or minimized to the maximum extent practicable during all other times of the year.6. Work shall be done during low flow.7. Appropriate siltation and erosion controls shall be in place prior to construction, shall be maintained during construction, andshall remain until the area is stabilized. Temporary controls shall be removed once the area has been stabilized.8. Appropriate turbidity controls shall be installed prior to construction, shall be maintained during construction such that noturbidity escapes the immediate dredge area and shall remain until suspended particles have settled and water at the work site hasreturned to normal clarity.9. All dredged and excavated material and construction-related debris shall be placed outside of the areas subject to RSA 482-A.Any spoil material deposited within 250 feet of any surface water shall comply with RSA-483-B.10. The contractor responsible for completion of the work shall use techniques described in the New Hampshire StormwaterManual, Volume 3, Erosion and Sediment Controls During Construction (December 2008).11. No excavation shall be done in flowing water. No construction equipment shall be operated in flowing water.12. Construction equipment shall be inspected daily for leaking fuel, oil, and hydraulic fluid prior to entering surface waters orwetlands or operating in an area where such fluids could reach groundwater, surface waters, or wetlands.13. faulty equipment shall be repaired immediately prior to entering areas that are subject to RSA 482-A jurisdiction.

DecisionReport 10 02/29/2016For Actions Taken 02/22/2016 to 02/28/2016

14. The permittee’s contractor shall maintain appropriate oil/diesel fuel spill kits on site that are readily accessible at all times duringconstruction, and shall train each operator in the use of the kits.15. All refueling of equipment shall occur outside of surface waters or wetlands during construction. Machinery shall be staged andrefueled in upland areas only.16. Seed mix within the restoration area shall be a conservation seed mix appropriate to the area and shall be applied in accordancewith manufacturers’ specifications.17. The permittee/permittees contractor shall revegetate the disturbed area with trees, shrubs and ground covers representing thedensity and species diversity of the existing stand of vegetation removed for this project, exclusive of any invasive or nuisancespecies.18. Native live plantings shall be installed by September 15, 2016 on all stabilized banks.

With Findings:1. This is a minor impact project per Administrative Rule Env-Wt 303.03(g), removal of no more than 20 cubic yards of rock,gravel, sand, mud, or other materials from public waters.2. The need for the proposed impacts has been demonstrated by the applicant per Env-Wt 302.01.3. The applicant has provided evidence which demonstrates that this proposal is the alternative with the least adverse impact to areasand environments under the department’s jurisdiction per Env-Wt 302.03.4. The applicant has demonstrated by plan and example that each factor listed in Env-Wt 3 02.04(a) Requirements for ApplicationEvaluation, has been considered in the design of the project.

2015-03190 RICHARD P LETENDRE 1998 TRUSTGILFORD Lake Winnipesaukee

Requested Action:Permanently remove 39 sq. ft. of docking structure, repair the remaining 5 ft. x 39 ft. piling pier connected to a 6 ft. x 41 ft. pilingpier by a permanent walkway in a “U” shape, add a 3-pile ice cluster adjacent to 2 existing clusters, install a second permanentboatlift, and a second 14 ft. x 30 ft. seasonal canopy on an average of 155 feet of shoreline frontage along Lake Winnipesaukee, inGilford.

* * *

Conservation Commission’S taff Comments:11/30/20 15 As per the Con. Corn. letter received 11/10/15, the commission recommended approval as per the plans and application.

APPROVE PERMIT:Permanently remove 39 sq. ft. of docking structure. repair the remaining 5 ft. x 39 ft. piling pier connected to a 6 ft. x 41 ft. pilingpier by a permanent walkway in a “U” shape, add a 3-pile ice cluster adjacent to 2 existing clusters, install a second permanentboatlift. and a second 14 ft. x 30 ft. seasonal canopy on an average of 155 feet of shoreline frontage along Lake Winnipesaukee, inGilford.

With Conditions:1. All work shall be in accordance with plans by Winnipesaukee Marine Construction, revised through January 28, 2016, asreceived by DES on February 1, 2016.2. This permit is not valid and effective until it has been recorded with the appropriate county Registry of Deeds by the applicant.Prior to starting work under this permit, the permitted shall submit a copy of the recorded permit to the DES Wetlands Program bycertified mail, return receipt requested.3. No portion of the new canopy, boatlift and dock extension shall be installed until the easterly dock is reduced in dimensions asindicated on the approved plan.4. All development activities associated with this project shall be conducted in compliance with applicable requirements of RSA483-B and N.H. Code of Administrative Rules Env-Wq 1400 during and after construction.5. This permit does not authorize the removal of trees or saplings within the waterfront buffer that would result in a tree and saplingpoint score below the minimum required per RSA 483-B:9, V, (a)(2)(D)(iv).

DecisionReport 11 02/29/2016for Actions Taken 02/22/20 16 to 02/28/20 16

6. Work authorized shall be carried out such that there are no discharges in or to spawning or nursery areas during spawningseasons. Impacts to such areas shall be avoided or minimized to the maximum extent practicable during all other times of the year.7. Work shall be carried out in a time and manner to avoid disturbances to migratory waterfowl breeding and nesting areas.8. Appropriate siltation and erosion controls shall be in place prior to construction, shall be maintained during construction, andshall remain until the area is stabilized. Temporary controls shall be removed once the area has been stabilized.9. Appropriate turbidity controls shall be installed prior to construction, shall be maintained during construction such that noturbidity escapes the immediate dredge area and shall remain until suspended particles have settled and water at the work site hasreturned to normal clarity.10. All construction-related debris shall be placed outside of the areas subject to RSA 482-A.11. Only those structures shown on the approved plans shall be installed or constructed along this frontage. All portions of thestructures, shall be at least 20 ft. from the abutting property lines or the imaginary extension of those lines into the water.12. Support pilings shall be spaced a minimum of 12 ft. apart as measured piling center to piling center.13. The canopy, including the support frame and cover, shall be designed and constructed to be readily removed at the end of theboating season and the flexible canopy shall be removed for the non-boating season.14. This permit does not allow dredging for any purpose.15. The permittee may make repairs to the permitted structures as necessary, prior to the permit expiration date, provided that priorto performing any repair the permittee notifies the DES Wetlands Program and the Conservation Commission, in writing, of theproposed start and completion dates

With Findings:1. This is a minor impact project per Administrative Rule Env-Wt 303 .03(d), modification of a docking structure providing 3 slips.2. The need for the proposed impacts has been demonstrated by the applicant per Env-Wt 302.01.3. The applicant has provided evidence which demonstrates that this proposal is the alternative with the least adverse impact to areasand environments under the department’s jurisdiction per Env-Wt 302.03.4. The applicant has demonstrated by plan and example that each factor listed in Env-Wt 302.04(a) Requirements for ApplicationEvaluation, has been considered in the design of the project.5. The applicant has an average of 155 feet of shoreline frontage along Lake Wiimipesaukee.6. A maximum of 3 slips may be permitted on this frontage per Rule Env-Wt 402.13, Frontage Over 75’.7. The proposed docking facility will provide 3 slips as defined per RSA 482-A:2, VIII and therefore meets Rule Env-Wt 402.13.8. The proposed modification reduces the sq. ft. of impact over public waters, therefore address Env-Wt 402.21.

2016-00184 HEALEY FAMILY TRUSTMEREDITH Lake Winnipesatikee

Requested Action:Repair an existing 38.25 ft. x 25 ft. boathouse (roof dimensions) over public waters, reduce the existing full crib pier dimensionsresulting in an 8.8 ft. x 46.75 ft. pier and a 7.5 ft. x 49.5 ft. pier, and enlarge the existing seasonal finger pier to be 6 ft. x 16 ft. on anaverage of 237 feet of shoreline frontage along Lake Winnipesaukee, in Meredith.

APPROVE PERMIT:Repair an existing 38.25 ft. x 25 ft. boathouse (roof dimensions) over public waters, reduce the existing full crib pier dimensionsresulting in an 8.8 ft. x 46.75 ft. pier and a 7.5 ft. x 49.5 ft. pier, and enlarge the existing seasonal finger pier to be 6 ft. x 16 ft. on anaverage of 237 feet of shoreline frontage along Lake Winnipesaukee, in Meredith.

With Conditions:1. All work shall be in accordance with plans by Ames Associates dated December 22, 2015, as received by DES on January 19,2016.2. This permit is not valid and effective until it has been recorded with the appropriate county Registry of Deeds by the applicant.Prior to starting work under this permit, the permitted shall submit a copy of the recorded permit to the DES Wetlands Program bycertified mail, return receipt requested.


3. All development activities associated with this project shall be conducted in compliance with applicable requirements of RSA483-B and N.H. Code of Administrative Rules Env-Wq 1400 during and after construction.4. This permit does not authorize the removal of trees or saplings within the waterfront buffer that would result in a tree and saplingpoint score below the minimum required per RSA 483-B:9, V, (a)(2)(D)(iv).5. Work authorized shall be carried out such that there are no discharges in or to spawning or nursery areas during spawningseasons. Impacts to such areas shall be avoided or minimized to the maximum extent practicable during all other times of the year.6. Work shall be carried out in a time and manner to avoid disturbances to migratory waterfowl breeding and nesting areas.7. Appropriate turbidity controls shall be installed prior to construction, shall be maintained during construction such that noturbidity escapes the immediate dredge area and shall remain until suspended particles have settled and water at the work site hasreturned to normal clarity.8. All construction-related debris shall be placed outside of the areas subject to RSA 482-A. 9. Only those structures shown on theapproved plans shall be installed or constructed along this frontage. All portions of the structures, shall be at least 20 ft. from theabutting property lines or the imaginary extension of those lines into the water.10. Only existing rocks that have fallen from the structure(s) shall be used for the repairs. No additional rocks shall be used, whetherobtained from the site or brought to the site.11. The repairs shall maintain the size, location, and configuration of the pre-existing structures unless specifically noted on theplans.12. This permit does not allow dredging for any purpose.13. The permit does not allow any work to the existing breakwater on the frontage.14. The permittee may make repairs to the permitted structures as necessary, prior to the permit expiration date, provided that priorto performing any repair the permittee notifies the DES Wetlands Program and the Conservation Commission, in writing, of theproposed start and completion dates

With Findings:1. This is a minor impact project per Administrative Rule Env-Wt 303.03(d), modification of a permanent docking system whichprovides fewer than 5 slips.2. The need for the proposed impacts has been demonstrated by the applicant per Env-Wt 302.01.3. The applicant has provided evidence which demonstrates that this proposal is the alternative with the least adverse impact to areasand environments under the department’s jurisdiction per Env-Wt 302.03.4. The applicant has demonstrated by plan and example that each factor listed in Env-Wt 3 02.04(a) Requirements for ApplicationEvaluation, has been considered in the design of the project.5. The applicant has an average of 237 feet of shoreline frontage along Lake Wimmipesaukee.6. A maximum of 4 slips may be permitted on this frontage per Rule Env-Wt 402.13, Frontage Over 75’.7. The existing and proposed docking facility will provide 4 slips as defined per RSA 482-A:2, VIII and therefore meets RuleEnv-Wt 402.13.8. The proposed modification reduces the area of docking system over public waters area by 46 sq. ft.

2016-00292 WILLIAM T MARCONI REVOCABLE TRUSTPORTSMOUTH Piscataqua River

Requested Action:Proposal to impact a total of 4,283 sq. ft., 1,567 sq. ft. permanent impact and 2,716 sq. ft. temporary impact, of previously developedupland tidal buffer zone to replace an existing dwelling with an addition to the garage and construct a pervious paver patio andwalkway.****** ** * * * * * * * * * * * *****************

Conservation Commission/Staff Comments:2/4/16 - No historic properties affected per DHR.

APPROVE PERMIT:Impact a total of 4,283 sq. ft., 1,567 sq. ft. permanent impact and 2,716 sq. ft. temporary impact, of previously developed upland


tidal buffer zone to replace an existing dwelling with an addition to the garage and construct a pervious paver patio and walkway.

With Conditions:1. All work shall be in accordance with plans by Ambit Engineering, Inc. dated November 2015, and revised through february 9,2016, as received by the NH Department of Environmental Services (DES) on february 16, 2016.2. No more than 12.3% of the area of the lot within the protected shoreland shall be covered by impervious surfaces unlessadditional approval is obtained from DES.3. Any further alteration of areas on this property that are subject to RSA 482-A jLtrisdiction will require a new application andfurther permitting.4. All development activities associated with this project shall be conducted in compliance with applicable requirements of RSA483-B and N.H. Code Admin. Rules Env-Wq 1400 during and after construction.5. No person undertaking any activity shall cause or contribute to, or allow the activity to cause or contribute to, any violations ofthe surface water quality standards in RSA 485-A and Env-Wq 1700.6. Temporary work areas shall be regraded to original contours and stabilized following completion of work.7. Appropriate siltation and erosion controls shall be in place prior to construction, shall be maintained during construction, andshall remain until the area is stabilized. Temporary controls shall be removed once the area has been stabilized.8. Erosion control products shall be installed per manufacturers recommended specifications.9. The contractor responsible for completion of the work shall use teclmiques described in the New Hampshire Stormwater Manual,Volume 3, Erosion and Sediment Controls During Construction (December 2008).10. Any fill used shall be clean sand, gravel, rock, or other suitable material.

With Findings:1. This is a minor impact project per Administrative Rule Env-Wt 303.03(b), projects that involve work within 50 feet of asaltmarsh that do not meet the criteria of Env-Wt 303.02.2. The need for the proposed impacts has been demonstrated by the applicant per Env-Wt 302.01. 3. The applicant has providedevidence which demonstrates that this proposal is the alternative with the least adverse impact to areas and environments under thedepartment’s jurisdiction per Env-Wt 302.03. All of the impacts occur landward of the highest observable tide line and within thepreviously developed upland tidal buffer zone.4. The applicant has demonstrated by plan and example that each factor listed in Env-Wt 302.04(b)(d) Requirements for ApplicationEvaluation, has been considered in the design of the project.5. The NI-I Natural Heritage Bureau (“NHB’) has record of a sensitive species present within the vicinity of the project area. Theapplicant coordinated with NI-TB and based on information submitted by the applicant, NHB does not expect impacts to the sensitivespecies by the proposed project.6. The applicant obtained DES Shoreland Permit #2016-00211 for work within the Shoreland jurisdiction, RSA 483-B.7. The Portsmouth Conservation Commission signed the application and recommends approval of the project.

MINIMUM IMPACT PROJECT

** * ************ ** * *

2010-02981 KINGSTON, TOWN OFKINGSTON Unnamed Wetland

Requested Action:Request permit time extension.************************************

Conservation CommissionlStaff Comments:

Decision Report 14 02/29/2016for Actions Taken 02/22/20 16 to 02/28/20 16

The Kingston Selectmen’s Office signed the Minimum Impact Expedited Application.

APPROVE TIME EXTENSION:Dredge and fill 1,840 square feet of forested wetland for the replacement of an existing 30-inch CMP culvert beneath North Roadwith a 5’xlO’x50’ box culvert to improve flow and provide safe vehicular passage.

With Conditions:1. All work shall be in accordance with plans by Civil Construction Management Inc. dated August 2010 and revised March 2011,as received by the NH Department of Environmental Services (DES) on March 30, 2011.2. This permit is contingent upon the receipt of the ‘Drainage Easement’ for Kingston Tax Map 32 Lot 3 and Tax Map 31 Lot 22-K.3. DES Southeast Region staff shall be notified in writing prior to commencement of work and upon its completion.4. Additional expedited minimum impact applications shall be accepted for the subject property for a period of 12 months only if theapplicant demonstrates by plan that the additional project(s) are wholly unrelated or separate from the original application and whenconsidered with the original application are not classified as minor or major.5. Appropriate siltation/erosion/turbidity controls shall be in place prior to construction, shall be maintained during construction,and remain in place until the area is stabilized. Silt fence(s) must be removed once the area is stabilized.6. Prior to commencing work on a substructure located within surface waters, a cofferdam shall be constructed to isolate thesubstructure work area from the surface waters.7. Cofferdams shall not be installed during periods of high flow, whether due to seasonal runoff or precipitation. Once a cofferdamis fully effective, confined work can proceed without restriction.8. Unconfined work exclusive of work associated with installation of a cofferdarn, shall be done during periods of low flow.9. Temporary cofferdams shall be entirely removed immediately following construction.10. Discharge from dewatering of work areas shall be to sediment basins that are: a) located in uplands; b) lined with hay bales orother acceptable sediment trapping liners; c) set back as far as possible from wetlands and surface waters, in all cases with aminimum of 20 feet of undisturbed vegetated buffer.11. Work authorized shall be carried out such that discharges shall be avoided in spawning or nursery areas during spawningseasons, and impacts to such areas shall be avoided or minimized to the maximum extent practicable during all times of the year.12. Work shall be carried out in a time and maimer such that disturbance to migratory waterfowl breeding and nesting areas shall beavoided.13. No fill shall be done for lot development.14. No fill shall take place in Atlantic white cedar swamps.15. Within three days of final grading or temporary suspension of work, all exposed soil areas shall be stabilized by seeding andmulching during the growing season, or if not within the growing season, by mulching with tack or netting and pinning on slopessteeper than 3:1.16. Construction equipment shall be inspected daily for leaking fuel, oil and hydraulic fluid prior to entering surface waters orwetlands.17. faulty equipment shall be repaired prior to entering jurisdictional areas.18. The contractor shall have appropriate oil spill kits on site and readily accessible at all times during construction and eachoperator shall be trained in its use.19. All refueling of equipment shall occur outside of surface waters or wetlands.

With Findings:1.The owner, authorized agent or applicant certifies that this permit qualifies for a permit extension in accordance with RSA482-A:3, XIV-a, and Env-Wt 502.01.2.This permit has been extended in accordance with RSA 482-A:3, XIV-a and Env-Wt 502.01.

2015-02378 PASCALE, RONALDNEW CASTLE Little Harbor

Decision Report 15 02/29/2016For Actions Taken 02/22/2016 to 02/28/2016

Requested Action:Applicant requests to amend permit to include an addtional 8 square feet of permanent impact within the 100-foot previouslydeveloped tidal buffer zone for the installation of a standalone generator.************************************

APPROVE AMENDMENT:Impact a total of 65 sq. ft. in the 100-foot previously developed upland tidal buffer zone to construct 3 retaining walls to contain raingardens and minimize erosion. (1) 1 ft.H x 5 ft.L; (2) 2.5 ft.H x 15 ft.L; (3) 2 ft.H x 10 ft.L. and install a standalone generator.

With Conditions:1. All work shall be in accordance with the following plans:a.) Plan by Thomas Bergen Green Art, Inc. dated 9/9/15, as received by the NH Department of Environmental Services (DES) onSeptember 28, 2015; and,b.) Plan received by DES on February 23, 2016.2. Appropriate siltation and erosion controls shall be in place prior to construction, shall be maintained during construction, andshall remain until the area is stabilized. Temporary controls shall be removed once the area has been stabilized.3. All excavated material and construction-related debris shall be placed outside of the areas subject to RSA 482-A.4. A follow-up report including photographs of all stages of construction shall be submitted to the DES Wetlands Program within 60days of final site stabilization.5. All development activities associated with this project shall be conducted in compliance with applicable requirements of RSA483-B (the Surface Water Quality Protection Act) and N.H. Code Admin. Rules Env-Wq 1400 during and after construction.6. Any fill used shall be clean sand, gravel, rock, stone, or other suitable material.

With Findings:1. This is a minimum impact project per Administrative Rule Env-Wt 303.04(b), Projects in previously developed upland areaswithin 100 feet of the highest observable tide line.2. The need for the proposed impacts has been demonstrated by the applicant per Env-Wt 302.01.3. The applicant has provided evidence which demonstrates that this proposal is the alternative with the least adverse impact to areasand environments under the department’s jurisdiction per Env-Wt 302.03.4. The applicant has demonstrated by plan and example that each factor listed in Env-Wt 302.04(b) Requirements for ApplicationEvaluation, has been considered in the design of the project.

20 15-03343 OSBORN, WENDYHAMPSTEAD Sunset Lake

Requested Action:Replace 5 ft. wide granite steps through the bank for water access on an average of 100 ft. of frontage along Sunset Lake inHampstead.

APPROVE PERMIT:Replace 5 ft. wide granite steps through the bank for water access on an average of 100 ft. of frontage along Sunset Lake inHampstead.

With Conditions:1. All work shall be in accordance with plans submitted to the file by Waterscapes of New England LLC.2. All development activities associated with this project shall be conducted in compliance with applicable requirements of RSA483-B and N.H. Code of Administrative Rules Env-Wq 1400 during and after construction.

3. Work authorized shall be carried out such that there are no discharges in or to spawning or nursery areas during spawning


seasons. Impacts to such areas shall be avoided or minimized to the maximum extent practicable during all other times of the year.4. Work shall be carried out in a time and manner to avoid disturbances to migratory waterfowl breeding and nesting areas.5. Appropriate siltation and erosion controls shall be in place prior to construction, shall be maintained during construction, andshall remain until the area is stabilized. Temporary controls shall be removed once the area has been stabilized.6. Appropriate turbidity controls shall be installed prior to construction, shall be maintained during construction such that noturbidity escapes the immediate dredge area and shall remain until suspended particles have settled and water at the work site hasreturned to noniial clarity.7. All construction-related debris shall be placed outside of the areas subject to RSA 482-A.8. Tius permit shall not preclude DES from initiating appropriate action if DES later determines that any of the structures depictedas existing’ on the plans submitted by or on behalf of the permitted were not previously permitted or grandfathered.9. Work shall be done during low flow and in the dry only.10. The repairs shall maintain the size, location, and configuration of the pre-existing structures.

With Findings:1. This is a minimum impact project per Administrative Rule Env-Wt 303.04(x), repair or replacement of a nondocking structurewith no change in size, location, or configuration.2. The need for the proposed impacts has been demonstrated by the applicant per Env-Wt 302.01.3. The applicant has provided evidence which demonstrates that this proposal is the alternative with the least adverse impact to areasand environments under the department’s jurisdiction per Env-Wt 302.03.4. The applicant has demonstrated by plan and example that each factor listed in Env-Wt 3 02.04(b) Requirements for ApplicationEvaluation, has been considered in the design of the project.

FORESTRY NOTIFICATION

***** *** * ***** ***** ******* * **** ***** ** * ********** **

2016-00443 MARQUIS, DIANE/JONEATON Unnamed Stream

COMPLETE NOTIFICATION:Eaton, Tax Map #Rl2, Lots #5 & 5A

20 16-00447 HARRIS CENTER FOR CONSERVATION EDUCATION

STODDARD Unnamed Stream

COMPLETE NOTIFICATION:Stoddard, Tax Map #413, Lot #7

2016-00450 BAYROOT LLCDIXVILLE Unnamed Stream

COMPLETE NOTIFICATION:Dixville, Tax Map #1626, Lot #9

2016-00458 SNIDER, DEVIN/JENNIFERPLYMOUTH Unnamed Stream


COMPLETE NOTIFICATION:Plymouth, Tax Map #20 1, Lot #024

20 16-00466 ULMAN, KATHLEENSANDWICH Unnamed Stream

COMPLETE NOTIFICATION:Sandwich, Tax Map #11, Lot #43

20 16-00480 GLEASON, JANET/JOHNAMHERST Unnamed Stream

COMPLETE NOTIFICATION:Amherst, Tax Map #006, Lot #004 & 088

2016-00481 RICH, TYLERLYME Unnamed Stream

COMPLETE NOTIFICATION:Lyme, Map #421, Lot #18

2016-00483 HOOD, RICHARDHINSDALE Unnamed Stream

COMPLETE NOTIFICATION:Hinsdale, Tax Map #39, Lot #s 1, 2, & 3

EXPEDITED MINIMUM

************** **** *** ** *** * * * ******** *** ***********

2015-02189 BARRETT, ANDREWPORTSMOUTH Piscataqua River

Requested Action:Impact a total of 1,650 sq. ft. of previously developed upland tidal buffer zone to fill and regrade property and construct a 1:1 slopeto original grade. Install a fence at top of fill slope and install additional native plantings below the fill slope.

APPROVE PERMIT:Impact a total of 1,650 sq. ft. of previously developed upland tidal buffer zone to fill and regrade property and construct a 1:1 slopeto original grade. Install a fence at top of fill slope and install additional native plantings below the fill slope.

With Conditions:1. All work shall be in accordance with plans by Advantage NH Lakes dated May 27, 2015, and revised through January 27, 2016


as received by the NH Department of Enviromnental Services (DES) on February 12, 2016.2. Not less than 5 state business days prior to starting work authorized by this permit, the permittee shall notify the DES Wetlands

Bureau, the Portsmouth Conservation Commission and the Portsmouth Inspection Department in writing of the date on which work

under this permit is expected to start.3. A certified wetlands scientist or qualified professional. as applicable, shall monitor the project during construction to verify that

all work is done in accordance with the approved plans and narratives, adequate siltation and erosion controls are properly

implemented, and no water quality violations occur. A follow-up report including photographs of all stages of construction and

installation of the native plantings shall be submitted to the DES Wetlands Bureau within 60 days of final site stabilization.4. Any fill used shall be certified as clean sand, gravel, rock, or other suitable material.5. The applicantowner shall not mow the lawn or cut any vegetation below the toe of 1:1 slope.

6. The 1 1 fill slope shall be properly stabilized with permanent erosion control matting and vegetation.

7. Erosion control products shall be installed per manufacturers recommended specifications.8. This permit does not authorize the removal of trees or saplings within the waterfront buffer that would result in a tree and sapling

point score below the minimum required per RSA 483-B:9, V, (a)(2)(D)(iv).9. Any further alteration of areas on this property that are subject to RSA 482-A jurisdiction will require a new application and

further permitting.10. All development activities associated with this project shall be conducted in compliance with applicable requirements of RSA

483-B and N.H. Code Admin. Rules Env-Wq 1400 during and after construction.11. No person undertaking any activity shall cause or contribute to, or allow the activity to cause or contribute to, any violations of

the surface water quality standards in RSA 485-A and Env-Wq 1700.12. Appropriate siltation and erosion controls shall be in place prior to construction, shall be maintained during construction, and

shall remain until the area is stabilized. Temporary controls shall be removed once the area has been stabilized.13. The contractor responsible for completion of the work shall use techniques described in the New Hampshire StormwaterManual, Volume 3, Erosion and Sediment Controls During Construction (December 2008).14. Construction equipment shall be inspected daily for leaking fuel, oil, and hydraulic fluid prior to entering surface waters or

wetlands or operating in an area where such fluids could reach groundwater, surface waters. or wetlands.15. The permittee’s contractor shall maintain appropriate oil/diesel fuel spill kits on site that are readily accessible at all times during

construction, and shall train each operator in the use of the kits.16. All refueling of equipment shall occur outside of surface waters or wetlands during construction. Machinery shall be staged and

refueled in upland areas only.

With Findings:1. This is a minimum impact project per Administrative Rule Env-Wt 303.04(b), projects in previously developed uplands within

100 feet of the highest observable tide line which are not major or minor pursuant to Env-Wt 30302 or 303.03, respectively.

2. The need for the proposed impacts has been demonstrated by the applicant per Env-Wt 302.01. 3. The applicant has provided

evidence which demonstrates that this proposal is the alternative with the least adverse impact to areas and environments under the

departments jurisdiction per Env-Wt 302.03. The applicant has redesigned the original plan to eliminate constructing retaining walls

and will construct a 1:1 slope to original grade. All of the impacts occur landward of the highest observable tide line and within the

previously developed upland tidal buffer zone.4. The applicant has demonstrated by plan and example that each factor listed in Env-Wt 302.04(b)(d) Requirements for Application

Evaluation, has been considered in the design of the project.5. The NH Natural Heritage Bureau (“N}iB”) has record of a sensitive species present within the vicinity of the project area, but

NHB does not expect impacts to the species by the proposed project.6. The Portsmouth Conservation Commission recommends approval of the project with stipulations that the owner not mow the

lawn or cut vegetation in the area below the 1:1 slope and that fill must be certified as clean fill. These stipulations are reflected in

permit conditions #4 and #5.

2015-02190 SCARPETTI, KENNETH

PORTSMOUTH Piscataqua River


Requested Action:Impact a total of 2,180 sq. ft. of previously developed upland tidal buffer zone to fill and regrade property and construct a 1:1 slopeto original grade. Install a fence at top of fill slope and install additional native plantings below the fill slope.* ** ** * ** ***** * * ***** ****************

APPROVE PERMIT:Impact a total of 2,180 sq. ft. of previously developed upland tidal buffer zone to fill and regrade property and construct a 1:1 slopeto original grade. Install a fence at top of fill slope and install additional native plantings below the fill slope.

With Conditions:1. All work shall be in accordance with plans by Advantage NH Lakes dated May 27, 2015, and revised through January 27, 2016as received by the NH Department of Environmental Services (DES) on February 12, 2016.2. Not less than 5 state business days prior to starting work authorized by this permit, the permittee shall notify the DES WetlandsBureau, the Portsmouth Conservation Commission and the Portsmouth Inspection Department in writing of the date on which workunder this permit is expected to start.3. A certified wetlands scientist or qualified professional, as applicable, shall monitor the project during construction to verify thatall work is done in accordance with the approved plans and narratives, adequate siltation and erosion controls are properlyimplemented, and no water quality violations occur. A follow-up report including photographs of all stages of construction andinstallation of the native plantings shall be submitted to the DES Wetlands Bureau within 60 days of final site stabilization.4. Any fill used shall be certified as clean sand, gravel, rock, or other suitable material.5. The applicant/owner shall not mow the lawn or cut any vegetation below the toe of 1:1 slope.6. The 1:1 fill slope shall be properly stabilized with permanent erosion control matting and vegetation.7. Erosion control products shall be installed per manufacturers recommended specifications.8. This permit does not authorize the removal of trees or saplings within the waterfront buffer that would result in a tree and saplingpoint score below the minimum required per RSA 483-B:9, V, (a)(2)(D)(iv).9. Any further alteration of areas on this property that are subject to RSA 482-A jurisdiction will require a new application andfurther permitting.10. All development activities associated with this project shall be conducted in compliance with applicable requirements of RSA483-B and N.H. Code Admin. Rules Env-Wq 1400 during and after construction.11. No person undertaking any activity shall cause or contribute to, or allow the activity to cause or contribute to, any violations ofthe surface water quality standards in RSA 485-A and Env-Wq 1700.12. Appropriate siltation and erosion controls shall be in place prior to construction, shall be maintained during construction, andshall remain until the area is stabilized. Temporary controls shall be removed once the area has been stabilized.13. The contractor responsible for completion of the work shall use techniques described in the New Hampshire StonnwaterManual, Volume 3, Erosion and Sediment Controls During Construction (December 2008).14. Construction equipment shall be inspected daily for leaking fuel, oil, and hydraulic fluid prior to entering surface waters orwetlands or operating in an area where such fluids could reach groundwater, surface waters, or wetlands.15. The permittee’s contractor shall maintain appropriate oil/diesel fuel spill kits on site that are readily accessible at all times duringconstruction, and shall train each operator in the use of the kits.16. All refueling of equipment shall occur outside of surface waters or wetlands during construction. Machinery shall be staged andrefueled in upland areas only.

With findings:1. This is a minimum impact project per Administrative Rule Env-Wt 303.04(b), projects in previously developed uplands within100 feet of the highest observable tide line which are not major or minor pursuant to Env-Wt 303.02 or 303.03, respectively.2. The need for the proposed impacts has been demonstrated by the applicant per Env-Wt 302.01. 3. The applicant has providedevidence which demonstrates that this proposal is the alternative with the least adverse impact to areas and environments under thedepartment’s jurisdiction per Env-Wt 302.03. The applicant has redesigned the original plan to eliminate constructing retaining wallsand will construct a 1:1 slope to original grade. All of the impacts occur landward of the highest observable tide line and within thepreviously developed upland tidal buffer zone.4. The applicant has demonstrated by plan and example that each factor listed in Env-Wt 302.04(b)(d) Requirements for ApplicationEvaluation, has been considered in the design of the project.


5. The NH Natural Heritage Bureau (“NHB”) has record of a sensitive species present within the vicinity of the project area, butNHB does not expect impacts to the species by the proposed project.6. On September 4,2015, DES conducted an inspection of the property and found recent excavation and filling on the propertywithin the jurisdiction of RSA 482-A, the Nfl Wetlands statute, and within the jurisdiction of RSA 483-B, Shoreland Water QualityProtection Act. DES found no record of permits being issued for the work.7. On September 16, 2015, DES issued a letter to the owner, Kenneth Scarpetti, requesting that he voluntarily refrain fromconducting additional work within jurisdiction and provide an explanation for the unauthorized work.8. On January 15, 2016, DES received a Shoreland application to retain 522 sq. ft. of impact to construct a driveway.9. On January 15, 2016, DES issued Shoreland permit 2016-00172 to retain shoreland impacts described in item #8 above.10. On January 19, 2016, DES received a Wetlands application to retain 430 sq. ft. of impact to previously developed upland tidalbuffer zone to install a 500 gallon residential underground propane tank. The application, DES file #2016-00185, is currently underreview.11. The Portsmouth Conservation Commission recommends approval of the project with stipulations that the owner not mow thelawn or cut vegetation in the area below the 1:1 slope and that fill must be certified as clean fill. These stipulations are reflected inpermit conditions #4 and #5.

2015-03046 GRANTHAM VILLAGE SCHOOLGRANTHAM Unnamed Wetland

Requested Action:Dredge and fill 500 square feet of wetland for the construction of an outdoor classroom and associated infrastructure. Work injurisdiction includes the extension of a 24” culvert.

************************************

APPROVE PERMIT:Dredge and fill 500 square feet of wetland for the construction of an outdoor classroom and associated infrastructure. Work injurisdiction includes the extension of a 24” culvert.

With Conditions:1. All work shall be in accordance with plans by Beaver Tracks, LLC entitled Minimum Expedited Wetland Permit for GranthamVillage School as received by DES on November 10, 2015.2. Work shall be done during non-flow only.3. Appropriate siltation and erosion controls shall be in place prior to construction, shall be maintained during construction, andshall remain until the area is stabilized. Temporary controls shall be removed once the area has been stabilized.4. The culvert shall be laid at original grade.5. Proper headwalls shall be constructed within seven days of culvert installation.6. All dredged and excavated material and construction-related debris shall be placed outside of the areas subject to RSA 482-A.Any spoil material deposited within 250 feet of any surface water shall comply with RSA-483-B.7. Construction equipment shall be inspected daily for leaking fuel, oil, and hydraulic fluid prior to entering surface waters orwetlands or operating in an area where such fluids could reach groundwater, surface waters, or wetlands.8. The pennittee’s contractor shall maintain appropriate oil/diesel fuel spill kits on site that are readily accessible at all times duringconstruction, and shall train each operator in the use of the kits.9. All refueling of equipment shall occur outside of surface waters or wetlands during construction. Machinery shall be staged andrefueled in upland areas only.10. Faulty equipment shall be repaired immediately prior to entering areas that are subject to RSA 482-A jurisdiction.11. Within three days of final grading or temporary suspension of work in an area that is in or adjacent to wetlands or surface waters,all exposed soil areas shall be stabilized by seeding and mulching during the growing season, or if not within the growing season, bymulching with tackifiers on slopes less than 3:1 or netting and pinning on slopes steeper than 3:1.12. Where construction activities occur between November30 and May 1, all exposed soil areas shall be stabilized within 1 day ofestablishing the grade that is final or that otherwise will exist for more than 5 days. Stabilization shall include placing 3-inches of


base course gravels, or loaming and mulching with tack or netting and pinning on slopes steeper than 3:1.13. The contractor responsible for completion of the work shall use techniques described in the New Hampshire Stormwater Manual,Volume 3, Erosion and Sediment Controls During Construction (December 2008).14. All development activities associated with this project shall be conducted in compliance with applicable requirements of RSA483-B and N.H. Code Admin. Rules Env-Wq 1400 during and after construction.15. Any further alteration of areas on this property that are subject to RSA 482-A jurisdiction will require a new application andfurther permitting.

With Findings:1. This is a Minimum Impact Project per NH Administrative Rule Env-Wt 303.04 (f) Projects involving alteration of less than3,000 square feet in swamps or wet meadows that are not in prime wetlands or do not meet the requirements of Env-Wt 303.02(k),provided that no previous department permit has placed restrictions on the property of the applicant.2. The need for the proposed impacts has been demonstrated by the applicant per Rule Env-Wt 302.01.3. The applicant has provided evidence which demonstrates that this proposal is the alternative with the least adverse impact toareas and environments under the department’s jurisdiction per Rule Env-Wt 302.03.4. The applicant has demonstrated by plan and example that each factor listed in Rule Env-Wt 302.04(b) Requirements forApplication Evaluation, has been considered in the design of the project.5. The proposed outdoor classroom loacation was chosen to provide Americans with Disabilities Act (ADA) accessibility and dueto the higher cost of preparing a building site on the wooded site.6. The Conservation Commission signed the application waiving their right to intervene purstiant to RSA 482-A: 11.7. No comments were submitted from the NHFG Nongame and Endangered Wildlife Program or the Natural Fleritage Bureau.

GOLD DREDGE

* ************* * *** *** ***** *** * *** ***** ** * ***** *****

2016-00054 ANDERSON, NICHOLAS(ALL TOWNS) Unnamed Stream

Conservation Commission/Staff Comments:cc:Bath Con Corn

2016-00449 BOISVERT, ROBERT(ALL TOWNS) Unnamed Stream

Conservation Commission/Staff Comments:cc; Bath Con. Corn.

2016-00467 EARL, GEORGE(ALL TOWNS) Unnamed Stream

Conservation Commission/Staff Comments:cc: Bath Con. Corn.


TRAILS NOTIFICATION

* ************** **** * * * ******* *** * * *** ******** ******

2016-00315 MRITSY, STEVEKEENE Intermittent Stream

COMPLETE NOTIFICATION:CITY OF KEENE; TAX MAP 911, BLOCK 26, LOT 43, UNIT 1

20 16-00426 HANCOCK, TOWN OFHANCOCK Unnamed Wetland

COMPLETE NOTIFICATION:TOWN OF HANCOCK,TAX MAP U05 LOT 001 AND TAX MAP U04 LOT 01$

LAKES-SEASONAL DOCK NOTIF

** * ************* * ******** * ********************** * **

2016-00429 HOLLAND, HEIDI/MICHAELHANOVER Goose Pond

Requested Action:Installation of a 5 ft. x 30 ft. seasonal docking structure.

COMPLETE NOTIFICATION:Installation of a 5 ft. x 30 ft. seasonal docking structure.

2016-00439 BONIN, GERALDOSSIPEE Big Dan Hole Pond

Requested Action:Installation of a seasonal docking structure.

COMPLETE NOTIFICATION:Installation of a seasonal docking structure.

ROADWAY MAINTENANCE NOTIF

** ***************** ** * ****** * **** ** * * ********* * ****

2016-00485 NH DEPARTMENT Of TRANSPORTATIONLACONIA Unnamed Stream


COMPLETE NOTIFICATION:Location 1: Relay/reset three 4’ secions of 24” RCP.Location 2: 50 If of embankment stabilization at the outlet of a 15’ RCP.

2016-00486 Nil DEPARTMENT OF TRANSPORTATIONBELMONT Unnamed Stream

COMPLETE NOTIFICATION:Location 1: extend existing 18” rcp 10’ and construct new headwall.Location 2: Replace 15” rcp with 18” and construct new headwalls.Location 3: Relay/reset 8’ section of existing 24” rcp and replace headwall.Location 4: 50 lf of embankment stabilization at outlet of 15” rcp.

PERMIT BY NOTIFICATION

***************************************************

2016-00283 PELUAM, TOWN OFPELHAM Unnamed Wetland

Requested Action:Replacement of two (2) existing culverts beneath the Raymond Park recreational hiking trail with a 24-inch by 50-foot HDPE culvert

and a 36-inch by 60-foot CMP culvert.**** * * *********** ******** **** *** *

2016-00288 EVERSOURCE ENERGYGREENFIELD Unnamed Wetland

Requested Action:Permit by Notification is complete for installation of a residential utility line that meets the criteria in Env-Wt 303.04(ae)that are not

exempt per RSA 482-A:3,IV(b).************************************

PBN IS COMPLETE:Permit by Notification is complete for installation of a residential utility line that meets the criteria in Env-Wt 303.04(ae)that are not

exempt per RSA 482-A:3,IV(b).

With Findings:This project meets the criteria of NH Administrative Rule Env-Wt 506.0 l(a)(13) The installation of a residential line that meets the

criteria of Env-Wt 303.04(ae), that are not exempt per RSA 482-A:3, IV(b).

2016-00329 DIETZER, KURTWOLFEBORO Lake WinnipesaLikee

Requested Action:


Maintenance, repair and replacement in-kind of existing breakwater and dock, provided no change in location, configuration,construction type or dimensions is proposed in accordance with plans by Winnipesauke Marine Construction dated January 21,2016.

PBN IS COMPLETE:Maintenance, repair and replacement in-kind of existing breakwater and dock, provided no change in location, configuration,construction type or dimensions is proposed in accordance with plans by Winnipesauke Marine Construction dated January 21,2016.

2016-00420 NASWA MOTOR INN INCLACONIA Lake Winnipesaukee

Requested Action:Repair/replacement in-kind of existing docking structures provided in accordance with approved permit #N-623 and proposedconditions plan by Watermark Marine Construction dated February 10, 2016.

Conservation Commission/Staff Comments:2/19/16 Per DHR, no historic properties affected.2/19/16 Con. Corn. rnade the following recommendations: Remove milfoil, using DASH, prior ro performing dock/pile removal.

PBN IS COMPLETE:Repair/replacement in-kind of existing docking structures provided in accordance with approved permit #N-623 and proposedconditions plan by Watermark Marine Construction dated February 10, 2016.

2016-00484 BRYANT, LOISWAKEFIELD Pine River Pond

Requested Action:Repair or replacement of the existing retaining walls shall be performed “in the dry” during drawdown of waters, resulting in nochange in height, length, location, or configuration in accordance with plans by femstone Associates dated January 28, 2016.** ******** * * **** ** * * * ********

PBN IS COMPLETE:Repair or replacement of the existing retaining walls shall be performed “in the dry” during drawdown of waters, resulting in nochange in height, length, location, or configuration in accordance with plans by Ferustone Associates dated January 28, 2016.

CSPA PERMIT

***************************************************

2015-00336 LOREN B MCCABE 2002 TRUSTMEREDITH Winnisquam Lake

Requested Action:Amendment Description: Revised Condition # 1 to correct the revised plan date.


************************************

APPROVE AMENDMENT:Revision 1: Plan revised to include a stormwater management plan.Revision 2: Plan revised to include vegetation plantings.

Impact 2,655 sq ft in order to construct a 25 ft x 36 ft attached garage, add an addition to the existing residnece, modify thedriveway, and regrade along the west side of residence.

With Conditions:1. All work shall be in accordance with revised plans by Ames Associates dated December 8, 2015 and G2 + 1 Inc. dated November17, 2015 and received by the NH Department of Environmental Services (DES) on February 5, 2016.2. No more than 2 1.9% of the area of the lot within the protected shoreland shall be covered by impervious surfaces unlessadditional approval is obtained from DES.3. The proposed stormwater management plan shall be designed, installed and maintained to effectively absorb and infiltratestormwater.4. At least 1,450 sq ft of the Natural Woodland Buffer beyond the primary building setback must remain in an unaltered state inorder to comply with RSA 483-B:9, V, (b), (2).5. All activities conducted in association with the completion of this project shall be conducted in a manner that complies withapplicable criteria of Administrative Rules Chapter Env-Wq 1400 and RSA 483-B during and after construction.6. Erosion and siltation controls shall be appropriate to the size and nature of the project and to the physical characteristics of thesite, including slope, soil type, vegetative cover, and proximity to wetlands or surface waters.7. No person undertaking any activity in the protected shoreland shall cause or contribute to, or allow the activity to cause orcontribute to, any violations of the surface water quality standards established in Env-Ws 1700 or successor rules in Env-Wq 1700.8. Any fill used shall be clean sand, gravel, rock, or other suitable material.

9. This permit shall not preclude DES from taking any enforcement or revocation action if DES later determines that any of thestructures depicted as “existing” on the plans submitted by the applicant were not previously permitted or grandfathered.

20 15-00594 HK SUNAPEE COVE LLCSUNAPEE Sunapee Lake

Requested Action:Amendment Description: Relocate gazebo into the waterfront buffer replacing a previously proposed sitting wall and patio area.************************************

APPROVE PERMIT:Impact 32,178 sq ft in order to construct new wing to the existing Sunapee Cove Building, install pervious walkways and parkingarea, add an emergency fire access around the back of the proposed building, and incorporate a stormwater management thatincludes new vegetation plantings within the waterfront buffer. Project includes, relocating a gazebo into the waterfront bufferreplacing a previously proposed sitting wall and patio area.

With Conditions:1. All work shall be in accordance with revised plans by CLD Consulting Engineers dated February 8, 2016 and received by the MIDepartment of Environmental Services (DES) on February 23, 2016. 2. This permit shall not be effective until a purchase salesagreemnt for Tax map 104/Lot 87 has been met and it has been recorded with the Sullivan County Registry of Deeds office by thePennittee. A copy of the recorded permit shall be submitted to the DES Wetlands Bureau by certified mail, return receipt requested,prior to construction.3. No more than 36.8% of the area of the lot within the protected shoreland shall be covered by impervious surfaces unlessadditional approval is obtained from DES.4. The proposed stormwater management plan shall be designed, installed and maintained to effectively absorb and infiltratestormwater.


5. All pervious technologies used shall be designed, installed and maintained to effectively absorb and infiltrate stomiwater.6. At least 8,692 sq ft of the Natural Woodland Buffer beyond the primary building setback must remain in an unaltered state inorder to comply with RSA 483-B:9, V, (b), (2).7. All activities conducted in association with the completion of this project shall be conducted in a manner that complies withapplicable criteria of Administrative Rules Chapter Env-Wq 1400 and RSA 483-B during and after construction.8. Erosion and siltation control measures shall be installed prior to the start of work, be maintained throughout the project, andremain in place until all disturbed surfaces are stabilized. 9. Erosion and siltation controls shall be appropriate to the size and natureof the project and to the physical characteristics of the site, including slope, soil type, vegetative cover, and proximity to wetlands orsurface waters.10. No person undertaking any activity in the protected shoreland shall cause or contribute to, or allow the activity to cause orcontribute to, any violations of the surface water quality standards established in Env-Ws 1700 or successor rules in Env-Wq 1700.11. Any fill used shall be clean sand, gravel, rock, or other suitable material.12. The individual responsible for completion of the work shall utilize techniques described in the New Hampshire StonnwaterManual, Volume 3, Erosion and Sediment Controls During Construction (December 2008).13. This permit shall not preclude DES from taking any enforcement or revocation action if DES later determines that any of thestructures depicted as “existing” on the plans submitted by the applicant were not previously permitted or grandfathered.

2015-03213 GOUIN, CAROLHAMPSTEAD Island Pond

Requested Action:Impact 225 sq. ft. to construct a 180 sq. ft. addition to the nonconforming primary structure; make site improvements to bring the lotinto greater conformance including the addition of an infiltration trench and planting native shrubs.************************************

APPROVE PERMIT:Impact 225 sq. ft. to construct a 180 sq. ft. addition to the nonconforming primary structure; make site improvements to bring the lotinto greater conformance including the addition of an infiltration trench and planting native shrubs.

With Conditions:1. All work shall be in accordance with plans by Meisner Brem Corporation dated November 25, 2015 as revised February 23, 2016and received by the NH Department of Environmental Services (DES) on February 25, 2016.2. This permit shall not preclude DES from initiating appropriate action if DES later determines that any of the structures depictedas “existing” on the plans submitted by or on behalf of the permitted were not previously permitted or grandfathered.3. Native shrubs and infiltration trenches must be installed and maintained in good condition to meet the more nearly conformingrequirement.4. This permit does not authorize the removal of trees or saplings within the waterfront buffer that would result in a tree and saplingpoint score below the minimttm required per RSA 483-B:9, V,(a)(2)(D)(iv).5. No more than 19% of the area of the lot within the protected shoreland shall be covered by impervious surfaces unless additionalapproval is obtained from DES.6. All development activities associated with this project shall be conducted in compliance with applicable requirements of RSA483-B and N.H. Code Admin. Rules Env-Wq 1400 during and after construction.7. Appropriate siltation and erosion controls shall be in place prior to construction, shall be maintained during construction and shallremain until the area is stabilized. Temporary controls shall be removed once the area has been stabilized.8. The contractor responsible for completion of the work shall use techniques described in the New Hampshire Stormwater Manual,Volume 3, Erosion and Sediment Controls During Construction (December 2008).9. No person undertaking any activity shall cause or contribute to, or allow the activity to cause or contribute to, any violations ofthe surface water quality standards in RSA 485-A and Env-Wq 1700.10. Any fill used shall be clean sand, gravel, rock or other suitable material.11. This permit does not authorize or approve of any impact that might occur in areas subject to RSA 482-A, including all wetlands,surface waters and their banks. The owner is responsible for maintaining compliance with RSA 482-A and N.H. Code Admin. Rules


Env-Wt 100 - 900 and obtaining any permit that may be required by RSA 482-A prior to construction, excavation, or fill in any areathat is subject to RSA 482-A jurisdiction.

2015-03300 SOELCH, RICHARD/SUSANALTON Lake Winnipesaukee

Requested Action:Remove a patio and restore area with native plantings, install a permeable paver patio, a porous walkway, a drip edge, and catchbasin/drywells to manage stormwater; plant additional ground cover and shrubs between level spreader and lake to prevent erosionfrom runoff. Total impact 2,852 sq. ft.* *** ****** * * ***** *** *** ** ******* * * * *

APPROVE PERMIT:Remove a patio and restore area with native plantings, install a permeable paver patio, a porous walkway, a drip edge, and catchbasin!drywells to manage stormwater; plant additional ground cover and shrubs between level spreader and lake to prevent erosionfrom runoff Total impact 2,852 sq. ft.

With Conditions:1. All work shall be in accordance with plans by Vamey Engineering, LLC dated December 5, 2015 as revised on February 23,2016 and received by the NH Department of Environmental Services (DES) on February 25, 2016.2. This permit shall not preclude DES from initiating appropriate action if DES later determines that any of the structures depictedas existing” on the plans submitted by or on behalf of the permitted were not previously permitted or grandfathered.3. This permit does not authorize the removal of trees or saplings within the waterfront buffer that would result in a tree and saplingpoint score below the minimum required per RSA 483-B:9, V,(a)(2)(D)(iv).5. No more than 25% of the area of the lot within the protected shoreland shall be covered by impervious surfaces unless additionalapproval is obtained from DES.6. At least 2,356 sq. ft. of the Natural Woodland Buffer beyond the primary building setback must remain in an unaltered state inorder to comply with R$A 483-B:9,V(b)(2).7. All development activities associated with this project shall be conducted in compliance with applicable requirements of RSA483-B and N.H. Code Admin. Rules Env-Wq 1400 during and after construction.8. Appropriate siltation and erosion controls shall be in place prior to construction, shall be maintained during construction and shallremain until the area is stabilized. Temporary controls shall be removed once the area has been stabilized.9. The contractor responsible for completion of the work shall use techniques described in the New Hampshire Stonnwater Manual,Volume 3, Erosion and Sediment Controls During Construction (December 2008).10. No person undertaking any activity shall cause or contribute to, or allow the activity to cause or contribute to, any violations ofthe surface water quality standards in RSA 485-A and Env-Wq 1700.11. Any fill used shall be clean sand, gravel, rock or other suitable material.12. This permit does not authorize or approve of any impact that might occur in areas subject to RSA 482-A, including all wetlands,surface waters and their banks. The owner is responsible for maintaining compliance with RSA 482-A and NJ-I. Code Admin. RulesEnv-Wt 100 - 900 and obtaining any permit that may be required by RSA 482-A prior to construction, excavation or fill in any areathat is subject to RSA 482-A jurisdiction.

2015-03394 CHICOYNE, BRYCE/LORISANBORNTON Winnisquam Lake

Requested Action:Impact 788 sq. ft. to install a pervious patio and four dry wells.* * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * *

APPROVE PERMIT:

DecisionReport 28 02/29/2016F or Actions Taken 02/22/2016 to 02/28/2016

Impact 788 sq. ft. to install a pervious patio and four dry wells.

With Conditions:1. All work shall be in accordance with plans by NH Environmental Consultants, LLC dated November 9, 2015 as received by theNI-I Department of Environmental Services (DES) on December 22, 2015.

2. This permit shall not preclude DES from initiating appropriate action if DES later determines that any of the structures depictedas ‘existing’ on the plans submitted by or on behalf of the pennitted were not previously permitted or grandfathered.3. This permit does not authorize the removal of trees or saplings within the waterfront buffer, either directly or indirectly as a result

of this project, that would result in a tree and sapling point score below the minimum required per RSA 483-B:9,V,(a)(2)(D)(iv).4. No more than 34% of the area of the lot within the protected shoreland shall be covered by impervious surfaces unless additionalapproval is obtained from DES.5. All development activities associated with this project shall be conducted in compliance with applicable requirements of RSA

483-B and N.H. Code Admin. Rules Env-Wq 1400 during and after construction.6. Appropriate siltation and erosion controls shall be in place prior to construction, shall be maintained during construction and shallremain until the area is stabilized. Temporary controls shall be removed once the area has been stabilized.7. The contractor responsible for completion of the work shall use techniques described in the New Hampshire Stormwater Manual,

Volume 3, Erosion and Sediment Controls During Construction (December 2008).8. No person undertaking any activity shall cause or contribute to, or allow the activity to cause or contribute to, any violations ofthe surface water quality standards in RSA 485-A and Env-Wq 1700.9. Any fill used shall be clean sand, gravel, rock or other suitable material.

With Findings:1. Proposal is to add a pervious paver patio within the waterfront buffer off the front of an existing non-conforming structure.2. Proposal will exceed the accessory structure limitation due to a large concrete slab associated with the neighbors house (sharedproperty).3. A waiver request from the accessory structure limitation has been submitted.4. Given that the owners could legally add a 12 foot deck toward the water, but have instead chosen to install a pervious paver patio,

the Department finds that this proposal will have no adverse effect on the environment; thus the waiver is granted.

2015-03428 LYNCH, JOHN/SORAYAWINDHAM Cobbetts Pond

Requested Action:After-the-Fact: Retain 1,717 sq of of permanent impervious surface for a driveway.******** ** * * * *********** ***** * *** * * *

APPROVE AFTER THE FACT:After-the-Fact: Retain 1,717 sq of of permanent impervious surface for a driveway.

With Conditions:1. Structures on this property shall be maintained as shown the revised as-built plan by Meisner Brem Corporation dated January 18,2016 and received by the Department of Environmental Services (DES) on January 29, 2016.2. All future activities on this property shall be conducted in accordance with the Shoreland Water Protection Act, RSA 483-B. Theowner shall be responsible for obtaining any Shoreland Permit that may be required per RSA-483, for construction, excavation or fillthat will occur within the Protected Shoreland.

2016-00162 LABONTE REVOCABLE TRUST, DENNISNORTH HAVERIEIILL French Pond

Requested Action:

DecisionReport 29 02/29/2016for Actions Taken 02/22/20 16 to 02/28/20 16

Waiver Granted: In order to accomodate development of the only buildable portion of the lot, RSA 483-B:9(V)(b)(2)(A) is waived;the lot contains a utility line right-of-way easment which prohibits the ability to retain 25% of the natural woodland buffer area in anunaltered state.

Construct a single family house, driveway, septic system and well on an undeveloped lot.***** *** * *** * **** * * *** ************ **

APPROVE CSPA WAIVER:Waiver Granted: In order to accomodate development of the only buildable portion of the lot, RSA 483-B:9(V)(b)(2)(A) is waived;the lot contains a tttility line right-of-way easment which prohibits the ability to retain 25% of the natural woodland buffer area in anunaltered state.

Construct a single family house, driveway, septic system and well on an undeveloped lot.

With Conditions:1. All work shall be in accordance with plans by Connecticut Valley Designs, LLC dated December 2015, as revised and receivedby the NH Department of Environmental Services (DES) on February 19, 2016.2. This permit is contingent on approval by the DES Subsurface Systems Bureau.3. This permit does not authorize the removal of trees or saplings within the waterfront buffer that would result in a tree and saplingpoint score below the minimum required per RSA 4$3-B:9,V(a)(2)(D)(iv).4. No more than 8% of the area of the lot within the protected shoreland shall be covered by impervious surfaces unless additionalapproval is obtained from DES.5. At least 2,567 sq. ft. of the Natural Woodland Buffer beyond the primary building setback must remain in an unaltered state.6. All activities conducted in association with the completion of this project shall be conducted in a manner that complies withapplicable criteria of Administrative Rules Chapter Env-Wq 1400 and RSA 483-3 during and after construction.7. Erosion and siltation control measures shall be installed prior to the start of work, be maintained throughout the project andremain in place until all disturbed surfaces are stabilized.8. Erosion and siltation controls shall be appropriate to the size and nature of the project and to the physical characteristics of thesite, including slope, soil type, vegetative cover and proximity to wetlands or surface waters.9. No person undertaking any activity in the protected shoreland shall cause or contribute to, or allow the activity to cause orcontribute to, any violations of the surface water quality standards established in Env-Ws 1700 or successor rules in Env-Wq 1700.10. Any fill used shall be clean sand, gravel, rock or other suitable material.11. The individual responsible for completion of the work shall utilize techniques described in the New Hampshire StormwaterManual, Volume 3, Erosion and Sediment Controls During Construction (December 2008).12. This permit shall not be interpreted as acceptance or approval of any impact that will occur within wetlands jurisdiction regulatedunder RSA 482-A including all wetlands, surface waters and their banks. The owner is responsible for maintaining compliance withRSA 482-A and Administrative Rules Env-Wt 100 - 900 and obtaining any Wetland Impact Permit that may be required prior toconstruction, excavation or fill that will occur within Wetlands jurisdiction.13. This permit shall not preclude DES from taking any enforcement or revocation action if DES later determines that any of thestructures depicted as ‘existing” on the plans submitted by the applicant were not previously permitted or grandfathered.

With Findings:1. The existing Eversotirce easment comprises 0.72 acres of the 1 .03 acre lot.2. The area of the easment is maintained by Eversource for safety and access.3. In order to reasonably accomodate development of the residential lot, the owner proposes to clear an additional 0.2 acres to build

a house and septic system.4. This resttlts in 2,567 sq. ft. of woodland buffer, rather than the required minimum of 5,935 sq. ft.5. Departmental staff met and collectively agreed that granting the waiver will have no material adverse affect on the environmentand is necessary to accomodate reasonable development of the lot.


20 16-00222 DEBORAH A THERRIEN REVOCABLE TRUST OF 2001MILTON Townhouse Pond

Requested Action:Impact 3,100 sq ft in order to raze the existing cottage and build a frost wall foundation and a new cottage in the exact footprint ofthe existing cottage.************************************

APPROVE PERMIT:Impact 3,100 sq ft in order to raze the existing cottage and build a frost wall foundation and a new cottage in the exact footprint ofthe existing cottage.

With Conditions:1. All work shall be in accordance with plans by Norway Plains Associates, Inc. dated January 2016 and received by the NHDepartment of Environmental Services (DES) on January 25, 2016.2. This permit does not authorize the removal of trees or saplings within the waterfront buffer that would result in a tree and saplingpoint score below the minimum required per RSA 483-B:9, V, (a), (2), (D), (iv).3. No more than 2 1.8% of the area of the lot within the protected shoreland shall be covered by impervious surfaces unlessadditional approval is obtained from DES.4. At least 2,876 sq ft of the Natural Woodland Buffer beyond the primary building setback must remain in an unaltered state inorder to comply with RSA 483-B:9, V, (b), (2).5. All activities conducted in association with the completion of this project shall be conducted in a manner that complies withapplicable criteria of Administrative Rules Chapter Env-Wq 1400 and RSA 483-B during and after construction.6. Erosion and siltation control measures shall be installed prior to the start of work, be maintained throughout the project, andremain in place until all disturbed surfaces are stabilized.7. Erosion and siltation controls shall be appropriate to the size and nature of the project and to the physical characteristics of thesite, including slope, soil type, vegetative cover, and proximity to wetlands or surface waters.8. No person undertaking any activity in the protected shoreland shall cause or contribute to, or allow the activity to cause orcontribute to, any violations of the surface water quality standards established in Env-Ws 1700 or successor rules in Env-Wq 1700.9. Any fill used shall be clean sand, gravel, rock, or other suitable material.10. This permit shall not preclude DES from taking any enforcement or revocation action if DES later determines that any of thestructures depicted as ‘existing’ on the plans submitted by the applicant were not previously permitted or grandfathered.

20 16-00243 DONNDA COTTAGE TRUSTWOLFEBORO Crescent Lake

Requested Action:Impact 3,686 sq. ft. in order to raze existing house entirely within the Waterfront Buffer, construct a new home located almostentirely within the footprint of the existing house, install sewer pump chamber and connect to municipal sewer and water. The dripedge of the new house is completely within the drip edge of the existing house.

APPROVE PERMIT:Impact 3,686 sq. ft. in order to raze existing house entirely within the Waterfront Buffer, construct a new home located almostentirely within the footprint of the existing house, install sewer pump chamber and connect to municipal sewer and water. The dripedge of the new house is completely within the drip edge of the existing house.

With Conditions:1. All work shall be in accordance with plans by White Mountain Survey & Engineering, Inc. dated January 26, 2016 and receivedby the NH Department of Environmental Services (DES) on January 27, 2016.2. This permit does not authorize the removal of trees or saplings within the waterfront buffer that would result in a tree and sapling


point score below the minimum required per RSA 483-B:9, V, (a), (2), (D), (iv).3. No more than 52.4% of the area of the lot within the protected shoreland shall be covered by impervious surfaces unlessadditional approval is obtained from DES.4. All activities conducted in association with the completion of this project shall be conducted in a manner that complies withapplicable criteria of Administrative Rules Chapter Env-Wq 1400 and RSA 483-B during and after construction.5. Erosion and siltation control measures shall be installed prior to the start of work, be maintained throughout the project, andremain in place until all disturbed surfaces are stabilized.6. Erosion and siltation controls shall be appropriate to the size and nature of the project and to the physical characteristics of thesite, including slope, soil type, vegetative cover, and proximity to wetlands or surface waters.7. No person undertaking any activity in the protected shoreland shall cause or contribute to, or allow the activity to cause orcontribute to, any violations of the surface water quality standards established in Env-Ws 1700 or successor rules in Env-Wq 1700.8. Any fill used shall be clean sand, gravel, rock, or other suitable material.9. This permit shall not be interpreted as acceptance or approval of any impact that will occur within wetlands jurisdiction regulatedunder RSA 482-A including all wetlands, surface waters and their banks, the tidal-buffer zone, and sand dunes. The owner isresponsible for maintaining compliance with RSA 482-A and Administrative Rules Env-Wt 100 - 900 and obtaining any WetlandImpact Permit that may be required prior to construction, excavation or fill that will occur within Wetlands jurisdiction.10. This permit shall not preclude DES from taking any enforcement or revocation action if DES later determines that any of thestructures depicted as “existing” on the plans submitted by the applicant were not previously permitted or grandfathered.

2016-00250 VERACKA, DOROThY/EUGENEMOULTONBOROUGH Lake Winnipesaukee

Requested Action:Impact 1,184 sq. ft. in order to remove two existing sheds and construct a 28 ft. x 40 ft. garage.* * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * *

APPROVE PERMIT:Impact 1,184 sq. ft. in order to remove two existing sheds and construct a 28 ft. x 40 ft. garage.

With Conditions:1. All work shall be in accordance with plans by White Mountain Design Group dated August 1992, revised by Stoney RidgeEnvironmental LLC, and received by the NH Department of Environmental Services (DES) on January 27, 2016.2. This permit does not authorize the removal of trees or saplings within the waterfront buffer that would result in a tree and saplingpoint score below the minimum required per RSA 4$3-B:9, V, (a), (2), (D), (iv).3. No more than 19.6% of the area of the lot within the protected shoreland shall be covered by impervious surfaces unlessadditional approval is obtained from DES.4. At least 3,850 sq ft of the Natural Woodland Buffer beyond the primary building setback must remain in an unaltered state inorder to comply with RSA 483-B:9, V, (b), (2).5. All activities conducted in association with the completion of this project shall be conducted in a manner that complies withapplicable criteria of Administrative Rules Chapter Env-Wq 1400 and RSA 483-B during and after construction.6. Erosion and siltation controls shall be appropriate to the size and nature of the project and to the physical characteristics of thesite, including slope, soil type, vegetative cover, and proximity to wetlands or surface waters.7. No person undertaking any activity in the protected shoreland shall cause or contribute to, or allow the activity to cause orcontribute to, any violations of the surface water quality standards established in Env-Ws 1700 or successor rules in Env-Wq 1700.8. Any fill used shall be clean sand, gravel, rock, or other suitable material.9. This permit shall not preclude DES from taking any enforcement or revocation action if DES later determines that any of thestructures depicted as “existing” on the plans submitted by the applicant were not previously permitted or grandfathered.

2016-00269 CHURCHILL, JOHN/JUDITHBARRINGTON Swains Lake


Requested Action:Impact 4,069 sq. ft. in order to construct an addition to the existing cottage containing a bathroom, laundry area, and one car garage.The project includes, installing a frost wall. resurfacing the driveway with gravel, and acquiring Subsurface Permit.* ****** * ** * * ********* ** ** ********* * *

APPROVE PERMIT:Impact 4,069 sq. ft. in order to construct an addition to the existing cottage containing a bathroom, laundry area, and one car garage.The project includes, installing a frost wall, resurfacing the driveway with gravel, and acquiring Subsurface Permit.

With Conditions:1. All work shall be in accordance with revised plans by Fareta Septic Design, LLC dated February 24, 2016 and received by theNH Department of Environmental Services (DES) on February 24, 2016. 2. This permit is contingent on approval by the DESSubsurface Systems Bureau.3. This permit does not authorize the removal of trees or saplings within the waterfront buffer that would result in a tree and saplingpoint score below the minimum required per RSA 483-B:9, V, (a), (2), (D), (iv).4. No more than 16% of the area of the lot within the protected shoreland shall be covered by impervious surfaces unless additionalapproval is obtained from DES.5. At least 1,246 sq ft of the Natural Woodland Buffer beyond the primary building setback must remain in an unaltered state inorder to comply with RSA 483-B:9, V, (b), (2).6. All activities conducted in association with the completion of this project shall be conducted in a manner that complies withapplicable criteria of Administrative Rules Chapter Env-Wq 1400 and RSA 483-B during and after construction.7. Erosion and siltation control measures shall be installed prior to the start of work, be maintained throughout the project, andremain in place until all disturbed surfaces are stabilized.8. Erosion and siltation controls shall be appropriate to the size and nature of the project and to the physical characteristics of thesite, including slope, soil type, vegetative cover, and proximity to wetlands or surface waters.9. No person undertaking any activity in the protected shoreland shall cause or contribute to, or allow the activity to cause orcontribute to, any violations of the surface water quality standards established in Env-Ws 1700 or successor rules in Env-Wq 1700.10. Any fill used shall be clean sand, gravel, rock, or other suitable material.11. This permit shall not preclude DES from taking any enforcement or revocation action if DES later determines that any of thestructures depicted as ‘existing’ on the plans submitted by the applicant were not previously permitted or grandfathered.

2016-00272 GREENAWALT, BETHNEW LONDON Messer Pond

Requested Action:Impact 15,863 sq. ft. to demolish existing structures, some partially within the waterfront buffer, and regrade a portion of the landbeyond the waterfront buffer to prepare for future site development.****** ** * * * * * * * * * * **** **** * ******** *

APPROVE PERMIT:Impact 15,863 sq. ft. to demolish existing structures, some partially within the waterfront buffer, and regrade a portion of the landbeyond the waterfront buffer to prepare for future site development.

With Conditions:1. All work shall be in accordance with plans by Pierre J. Bedard and Associates, P.C. dated January 28, 2016 and received by theNH Department of Environmental Services (DES) on February 1, 2016.2. This permit shall not preclude DES from initiating appropriate action if DES later determines that any of the structures depictedas “existing” on the plans submitted by or on behalf of the permitted were not previously permitted or grandfathered.3. This permit does not authorize the removal of trees or saplings within the waterfront buffer that would result in a tree and saplingpoint score below the minimum required per RSA 483-3:9, V,(a)(2)(D)(iv).


4. No more than 4% of the area of the lot within the protected shoreland shall be covered by impervious surfaces unless additionalapproval is obtained from DES.5. At least 8,692 sq. ft. of the Natural Woodland Buffer beyond the primary building setback must remain in an unaltered state inorder to comply with RSA 483-B:9,V(b)(2).6. All development activities associated with this project shall be conducted in compliance with applicable requirements of RSA483-B and N.H. Code Admin. Rules Env-Wq 1400 during and after construction.7. Appropriate siltation and erosion controls shall be in place prior to construction, shall be maintained during construction and shallremain until the area is stabilized. Temporary controls shall be removed once the area has been stabilized.8. The contractor responsible for completion of the work shall use techniques described in the New Hampshire Stonriwater Manual,Volume 3, Erosion and Sediment Controls During Construction (December 2008).9. No person undertaking any activity shall cause or contribute to, or allow the activity to cause or contribute to, any violations ofthe surface water quality standards in RSA 485-A and Env-Wq 1700.10. Any fill used shall be clean sand, gravel, rock or other suitable material.

2016-00291 TOWNE, RICHARDSANDOWN Angle Pond

Requested Action:Impact 16,427 sq. ft. to construct a new dwelling, driveway and septic system on a vacant lot.************************************

APPROVE PERMIT:Impact 16,427 sq. ft. to construct a new dwelling, driveway and septic system on a vacant lot.

With Conditions:1. All work shall be in accordance with plans by Lavelle Associates dated January 2016 and received by the NH Department ofEnvironmental Services (DES) on February 2, 2016.2. This permit is not valid unless a septic system construction approval or other compliance with RSA 485-A:29-44 and Env-Wq1000 is achieved.3. This permit shall not preclude DES from initiating appropriate action if DES later determines that any of the structures depictedas “existing” on the plans submitted by or on behalf of the permitted were not previously permitted or grandfathered.4. This permit does not authorize the removal of trees or saplings within the waterfront buffer that would result in a tree and saplingpoint score below the minimum required per RSA 4$3-B:9, V,(a)(2)(D)(iv).5. No more than 6% of the area of the lot within the protected shoreland shall be covered by impervious surfaces unless additionalapproval is obtained from DES.6. At least 6,108 sq. ft. of the Natural Woodland Buffer beyond the primary building setback must remain in an unaltered state inorder to comply with RSA 483-B:9,V(b)(2).7. All development activities associated with this project shall be conducted in compliance with applicable requirements of RSA483-B and N.H. Code Admin. Rules Env-Wq 1400 during and after construction.8. Appropriate siltation and erosion controls shall be in place prior to construction, shall be maintained during construction and shallremain until the area is stabilized. Temporary controls shall be removed once the area has been stabilized.9. The contractor responsible for completion of the work shall use techniques described in the New Hampshire Stormwater Manual,Volume 3, Erosion and Sediment Controls During Construction (December 2008).10. No person undertaking any activity shall cause or contribute to, or allow the activity to cause or contribute to, any violations ofthe surface water quality standards in RSA 485-A and Env-Wq 1700.11. Any fill used shall be clean sand, gravel, rock or other suitable material.11. This permit does not authorize or approve of any impact that might occur in areas subject to RSA 482-A, including all wetlands,surface waters and their banks. The owner is responsible for maintaining compliance with RSA 482-A and N.H. Code Admin. RulesEnv-Wt 100 - 900 and obtaining any permit that may be required by RSA 482-A prior to construction, excavation, or fill in any areathat is subject to RSA 482-A jurisdiction.


Documents

Wetlands Bureau Decision Report - Welcome | NH … · Decision Report 02/29/2016 ... 24, 2015 as received by DES on September ... shall be taken to prevent import or transport of