is i:w - New Hampshire€¦ · the seasonal Dock Site 5 to a 105 foot x 6 foot rectangular seasonal pier on an average of 3,574 feet of frontage along Lake Ossipee in Ossipee. With

i:w 744isWetlands Applications Decision Report /“

Decisions Taken07/02/2018 to 07/08/2018

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 Federal

Clean Water Act.

APPEAL:

Any party aggrieved by a decision may file an appeal within 30 days of the date of this decision as specified in RSA482-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, do the Council Appeals Clerk, who may be contacted at (603)271-6072 or [email protected]. The notice of appeal must set forth fully every ground upon which it is claimed that

the decision complained of is unlawful or unreasonable. Only those grounds set forth in the notice of appeal can be

considered by the council.

Decision Report 2 7/9/2018

For Actions Taken 07/02/2018 to 07/08/2018

MAJOR IMPACT PROJECT

201 8.00887 NH DEPT OF TRANSPORTATION

KINGSTON POWWOW RIVER

Requested Action:

Place a 6 in. concrete invert in a 12 ft. wide metal arch bridge pipe (bridge# 099/1 06) and rip rap for bank stabilizationimmediately at the inlet and outlet of the structure impacting 3,442 sq. ft. (2,316 sq. ft. temporary) of riverine wetland.NHDOT project 41222.

Conservation Commission/Staff Comments:Cons. Comm. - no comments

APPROVE PERMITPlace a 6 in. concrete invert in a 12 ft. wide metal arch bridge pipe fbridge# 099/1 06) and rip rap for bank stabilizationimmediately at the inlet and outlet of the structure impacting 3,442 sq. ft. (2,316 sq. ft. temporary) of riverine wetland.NH DOT project 41222.

With Conditions:1. All work shall be in accordance with plans by NHDOT Bureau of Bridge Maintenance signed 3/28/18 as received by theDepartment on April 3, 2018.2. Dredged material shall be placed out of the DES Wetlands Bureau jurisdiction.3. Unconfined work within the river, exclusive of work associated with installation of a cofferdam, shall be done duringperiods of low flow.4. Cofferdams shall not be installed during periods of high flow, whether due to seasonal runoff or precipitation. Once acofferdam 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 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 haybales or other acceptable sediment trapping liners; c) set back as far as possible from wetlands and surface waters, with apreferred undisturbed vegetated buffer of at least 50 feet and a minimum undisturbed vegetative buffer of 20 feet.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 thework 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, shallbe stabilized by seeding and mulching during the growing season, or if not within the growing season, by mulching with tackon slopes steeper 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 shallbe stabilized within 14 days by seeding and mulching or if temporarily suspended outside the growing season, all exposedareas shall be stabilized within 14 days by mulching, mulching with tack on slopes steeper than 3:1 and stabilized by mattingand pinning on slopes steeper than 2:1.12. The contractor responsible for completion of the work shall utilize techniques described in the New HampshireStormwater Manual, Volume 3, Erosion and Sediment Controls During Construction (December 2008).13. Extreme precautions to be taken within riparian areas to limit unnecessary removal of vegetation during roadconstruction 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 speciessuch as purple loosestrife or Phragmites.



16. There shall be no use of welded plastic or biodegradable plastic netting or thread in erosion control matting at this projectsite as specified by the NH Fish and Game Department.17. Prior to construction a qualified biologist is to identify the plant species and the specific area which is to be avoided asnoted by the Natural Heritage Bureau.

VVith Findings:1. This is a major impact project per Administrative Rule Env-Wt 303.02(p), a replacement of a stream crossing structure ina 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 impactto 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 forApplication Evaluation, has been considered in the design of the project.5. The project was coordinated through the Natural Resource Agency monthly meetings and discussed on Nov. 16, 2016.6. The project does not require mitigation as this meets rule Env-Wt 302.03(c)(2)(c), protection of existing infrastructure.7. In accordance with RSA 482-A:8, DES finds that the requirements for a public hearing do not apply as the permittedproject is not of substantial public interest, and will not have a significant impact on or adversely affect the values of theriverine resource, as identified under RSA 482-A:1.8. The DES has determined the applicant has met the purpose of the current stream rules relative to not causing damageupstream or downstream and not impeding aquatic organisms.9. The permit includes specific conditions relative to species identified by the Natural Heritage Bureau and NH Fish andGame Dept.

201 8-01 321 WEETAMOE SHORES CONDOMINIUM ASSOCIATION

OSSIPEE OSSIPEE LAKE

Requested Action:

Expand Dock Site I to a seasonal H-shaped 60 foot x 6 foot with 28 foot x 6 foot connecting walkway to a 20 foot x 6 footpier, extend the seasonal E-shaped Dock Site 2 to a 87 foot x maximum 6 foot center pier with two 28 foot x 6 footconnecting walkways to two 20 foot x 6 foot finger piers, expand Dock Site 3 to a seasonal H-shaped 86 foot x 6 foot with 28foot x 6 foot connecting walkway to a 20 foot x 6 foot pier, extend the seasonal E-shaped Dock Site 4 to a 75.1 foot xmaximum 6 foot center pier with two 28.4 foot x 6 foot connecting walkways to two 20.2 foot x 6 foot finger piers, and extendthe seasonal Dock Site 5 to a 105 foot x 6 foot rectangular seasonal pier on an average of 3,574 feet of frontage along LakeOssipee in Ossipee.

APPROVE PERMITExpand Dock Site I to a seasonal H-shaped 60 foot x 6 foot with 28 foot x 6 foot connecting walkway to a 20 foot x 6 footpier, extend the seasonal E-shaped Dock Site 2 to a 87 foot x maximum 6 foot center pier with two 28 foot x 6 footconnecting walkways to two 20 foot x 6 foot finger piers, expand Dock Site 3 to a seasonal H-shaped 86 foot x 6 foot with 28foot x 6 foot connecting walkway to a 20 foot x 6 foot pier, extend the seasonal E-shaped Dock Site 4 to a 75.1 foot xmaximum 6 foot center pier with two 28.4 foot x 6 foot connecting walkways to two 20.2 foot x 6 foot finger piers, and extendthe seasonal Dock Site 5 to a 105 foot x 6 foot rectangular seasonal pier on an average of 3,574 feet of frontage along LakeOssipee in Ossipee.

With Conditions:1. All work shall be in accordance with plans by White Mountain Survey & Engineering, Inc. dated May 8, 2018 and asreceived by the NH Department of Environmental Services (DES) on May 9, 2018.2. This permit is not valid and effective until it has been recorded with the appropriate county Registry of Deeds by theapplicant. Prior to starting work under this permit, the permittee shall submit a copy of the recorded permit to the DESWetlands Program by certified mail, return receipt requested.3. All development activities associated with this project shall be conducted in compliance with applicable requirements ofRSA 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 pet RSA 483-B:9, V, fa)(2)(D)(iv).5. Work shall be carried out in a time and manner to avoid disturbances to migratory waterfowl breeding and nesting areas.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 worksite has returned to normal clarity.7. All construction-related debris shall be placed outside of the areas subject to RSA 482-A. Any spoil material depositedwithin 250 feet of any surface water shall comply with RSA-483-B.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. Any subdivision of the property frontage will require removal of a sufficient portion of the docking structures to comply withthe dock size and density requirements in effect at the time of the subdivision.10. Only those structures shown on the approved plans shall be installed or constructed along this frontage. All portions ofthe structures shall be at least 20 feet from the abutting property lines or the imaginary extension of those lines into the water.11. No portion of any of the proposed piers shall extend more than 105 feet from the shoreline at full lake elevation

(Elevation 407.25).12. All seasonal structures, including watercraft lifts, shall be removed for the non-boating season.13. This permit does not allow dredging for any purpose.14. This permit shall not preclude DES from initiating appropriate action if DES later determines that any of the structures

depicted as “existing” on the plans submitted by or on behalf of the permitted were not previously permitted or grandfathered.

With Findings:1. This project is classified as a major project per Rule Env-Wt 303.02(d), construction of modification of a major docking

facility.2. The applicant has an average of 3, 574 feet of frontage along Lake Ossipee.3. A maximum of 48 slips may be permitted on this frontage per Rule Env-Wt 402.13, Frontage Over 75’.4. The proposed docking facility will provide 36 slips as defined per RSA 482-A:2, VIII and therefore meets Rule Env-Wt402.13.5. A Public hearing is waived based on the finding that the project impacts will not significantly impair the resources of LakeOssipee.

MINOR IMPACT PROJECT

201 8-00343 ROGERS, JOHN

SUTTON Unnamed Stream

Requested Action:

Dredge and fill 697 square feet of palustrine forested wetland to install a permanent bridge crossing with a 27 foot wide span

over an unnamed, perennial (tier 2) stream on Map 1 Lot 576-41 0. Permanent impacts include the installation of four

floodplain drainage structures measuring three feet, two feet and 15 inches (two) in diameter. Temporary impacts include 126square feet within the wetland for equipment access.

Conservation Commission/Staff Comments:2/7/18 No historic properties affected, per DHR.

APPROVE PERMITDredge and fill 697 square feet of palustrine forested wetland to install a permanent bridge crossing with a 27 foot wide spanover an unnamed, perennial (tier 2) stream on Map I Lot 576-410. Permanent impacts include the installation of four

floodplain drainage structures measuring three feet, two feet and 15 inches (two) in diameter. Temporary impacts include 126square feet within the wetland for equipment access.



With Conditions:1. All work shall be in accordance with the Proposed Wetland Crossing Plan by Evans Land Consultants dated January2018, revised through June 2018, as received by the NH Department of Environmental Services (NHDES) on June 8, 2018.2. No person undertaking any activity shall cause or contribute to, or allow the activity to cause or contribute to, any violationsof the surface water quality standards in RSA 485-A and Env-Wq 1700.3. There shall be no impacts to the stream bed or banks.4. No excavation shall be done in flowing water. No construction equipment shall be operated in flowing water.5. Not less than 5 state business days prior to starting work authorized by this permit, the permittee shall notify the NHDESWetlands Program and the local conservation commission in writing of the date on which work under this permit is expectedto start.6. Prior to construction, all wetland and surface water boundaries adjacent to construction areas shall be clearly marked toprevent unintentional encroachment on adjacent wetlands and surface waters.7. Prior to starting any work authorized by this permit, the permittee shall place orange construction fencing at the limits ofconstruction to prevent unintentional encroachment on wetlands.8. 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.9. Work shall be conducted in a manner so as to minimize turbidity and sedimentation to surface waters and wetlands.

10. Dredged materials, whether to be stockpiled or disposed of, shall be dewatered in sedimentation basins lined withsiltation and erosion controls, and located outside of areas subject to RSA 482-A jurisdiction.11. All dredged and excavated material and construction-related debris shall be placed outside of the areas subject to RSA482-A. Any spoil material deposited within 250 feet of any surface water shall comply with RSA-483-B.12. Any fill used shall be clean sand, gravel, rock, or other suitable material.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. Erosion control products shall be installed per manufacturers recommended specifications.15. 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.16. The permittee’s contractor shall maintain appropriate oil/diesel fuel spill kits on site that are readily accessible at all timesduring construction, and shall train each operator in the use of the kits.17. All refueling of equipment shall occur outside of surface waters or wetlands during construction. Machinery shall bestaged and refueled in upland areas only.18. Faulty equipment shall be repaired immediately prior to entering areas that are subject to RSA 482-A jurisdiction.19. A certified wetlands scientist or qualified professional, as applicable, shall monitor the project during construction to verifythat all work is done in accordance with the approved plans and narratives, adequate siltation and erosion controls areproperly implemented, and no water quality violations occur. A follow-up report including photographs of all stages ofconstruction shall be submitted to the NHDES Wetlands Program within 60 days of final site stabilization.20. Within three days of final grading or temporary suspension of work in an area that is in or adjacent to wetlands or surfacewaters, all exposed soil areas shall be stabilized by seeding and mulching during the growing season, or if not within thegrowing season, by mulching with tackifiers on slopes less than 3:1 or netting and pinning on slopes steeper than 3:1.21. Where construction activities occur between November30 and May 1, all exposed soil areas shall be stabilized within 1day of establishing the grade that is final or that otherwise will exist for more than 5 days. Stabilization shall include placing3-inches of base course gravels, or loaming and mulching with tack or netting and pinning on slopes steeper than 3:1.22. Areas of temporary impact shall be regraded to original contours following completion of work. The permittee/permittee’scontractor shall regrade temporary impacts to pre-construction conditions and seed with a native wetland seed mix.23. Seed mix within the restoration area shall be a wetland seed mix appropriate to the area and shall be applied inaccordance with manufacturers’ specifications.24. 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 Impact project per Administrative Rule Env-Wt903.01(O(1)(b), for a new tier 2 stream crossing that meets

the criteria of Env-Wt 904.03(b).2. The project consists of dredging and filling 697 square feet of palustrine forested wetland to install a permanent bridge

crossing with a 27 foot wide span over an unnamed, perennial (tier 2) stream on Map I Lot 576-410. Permanent impactsinclude the installation of four floodplain drainage structures measuring three feet, two feet and 15 inches (two) in diameter.Temporary impacts include 126 square feet within the wetland for equipment access.3. The project proposes no impacts to the stream below bankfull elevation. 697 square feet of permanent impact and 126square feet of temporary impact are proposed within the floodplain wetland located below the top of bank.4. The project meets the tier 2 stream crossing criteria pursuant to Rule Env-Wt 904.03(b), which states that any new tier 2



stream crossing shall be a span structure, pipe arch embedded with stream simulation, open-bottom culvert with streamsimulation, or closed-bottom culvert embedded with stream simulation.5. The project meets the design criteria for new tier 2 stream crossings pursuant to Rule Env-Wt 904.05(a) through (g) to theextent practicable.6. In accordance with Env-Wt 904.09, NHDES has approved the applicant’s request for an alternative design, received June8, 2018. The applicant has demonstrated that the crossing can accommodate the 100-year flood stage, modelled at 96.49feet. The project proposes to install four floodplain drainage structures to increase the flood capacity of the crossing.Although an entrenchment ratio of greater than 2.2, as specified for a Rosgen C2 stream classification, will not be met by thisproject, the applicant has worked with NHDES to increase the entrenchment ratio to 18.7. The applicant has provided evidence which demonstrates that this proposal is the alternative with the least adverse impactto areas and environments under the department’s jurisdiction per Env-Wt 302.03.8. The applicant has demonstrated by plan and example that each factor listed in Env-Wt 302.04(a) Requirements forApplication Evaluation, has been considered in the design of the project.9. The original plan submitted with the application included a proposed subdivision of Lot 576-41 0, however, the approvedplan for this permit does not include plans for a subdivision. In response to the NHDES Request for Information, the applicanthas stated that the landowner does not have plans to subdivide the parcel.10. The New Hampshire Natural Heritage Bureau fNHB) has reviewed the proposed project and determined that there are norecorded occurrences for sensitive species near the project area, per the letter dated December 1, 2017.11. The Sutton Conservation Commission has signed the application waiving its right to intervene pursuant to RSA 482-A: 11.12. Compensatory mitigation shall not be required in accordance with Rule Env-Wt 904.03(e)(1), for any new tier 2 streamcrossing that meets the requirements of Env-Wt 904.03 and Env-Wt 904.05.

MINIMUM IMPACT PROJECT

2017-01963WATSON, THOMAS

DERRY Unnamed Wetland

Requested Action:

Request permit name change. Impact 700 square feet of forested wetland for the installation of a 18-inch by 30-foot ADSculvert for the construction of a driveway for access to a single family residential dwelling on approximately 13 acres.

APPROVE NAME CHANGEImpact 700 square feet of forested wetland for the installation of a 18-inch by 30-foot ADS culvert for the construction of adriveway for access to a single family residential dwelling on approximately 13 acres.

With Conditions:1. All work shall be in accordance with plans by Benchmark Engineering, Inc. dated May 30, 2017 as received by the NHDepartment of Environmental Services (NHDES) on July 5, 2017.2. This permit is not valid unless a septic system construction approval pursuant to RSA 485-A:29-44 and Env-Wq 1000 isissued.3. Any further alteration of areas on this property that are subject to RSA 482-A jurisdiction will require further permitting.4. No person undertaking any activity shall cause or contribute to, or allow the activity to cause or contribute to, any violationsof the surface water quality standards in RSA 485-A and Env-Wq 1700.5. Work shall be done during low flow and in the dry only.6. Blanding’s turtles may be encountered in uplands as well as in or near vernal pools, wetlands, and slow moving streams.Construction personnel should be made aware of the potential to encounter this turtle especially during turtle nesting seasonwhich extends from late May through the beginning of July. If Blanding turtle are found laying eggs in a work or staging areaat any time, please contact Kim Tuttle or Mike Marchand, NH Fish and Game, Nongame and Endangered Wildlife Programat 271-3016 for instructions.7. Avoid the use of welded plastic or ‘biodegradable plastic’ netting or thread in erosion control matting at this site if needed.There are numerous documented cases of wildlife being trapped and killed in erosion control matting with synthetic netting.

Decision Report 7 7/9/201 8


Several ‘wildlife friendly’ options such as woven organic material (e.g. coco matting) are commercially available. Attached areexamples of acceptable erosion control blankets. This is okay also: A cut sheet of a net free RECB can be seen here:http://americanexcelsior.com/wp-content/uploads/201 5/02/Biodegradable-Blanket-With-Out-Netting-Material-Curlex-NetFree.pdf8. 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.9. 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).10. Dredged materials, whether to be stockpiled or disposed of, shall be dewatered in sedimentation basins lined withsiltation and erosion controls, and located outside of areas subject to RSA 482-A jurisdiction.11. The channel at the culvert inlet and outlet must maintain the natural and a consistent elevation with the surroundingsubstrate and not impede water flow.12. Proper headwalls shall be constructed within seven days of culvert installation.13. 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.14. The permittee’s contractor shall maintain appropriate oil/diesel fuel spill kits on site that are readily accessible at all timesduring construction, 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 bestaged and refueled in upland areas only.16. Within three days of final grading or temporary suspension of work in an area that is in or adjacent to wetlands or surfacewaters, all exposed soil areas shall be stabilized by seeding and mulching during the growing season, or if not within thegrowing season, by mulching with tackifiers on slopes less than 3:1 or netting and pinning on slopes steeper than 3:1.

With Findings:This permit transfer is issued in accordance with NH Administrative Rule Env-Wt 502.02 (b).

This permit transfer is issued in accordance with NH Administrative Rule Env-Wt 502.02 (b).

2018-00647 BONARDI HAYNES, SANDRA

ENFIELD MASCOMA LAKE

Requested Action:

Dredge and fill 1,842 square feet of palustrine forested wetland to install a 12 foot wide residential access drive and enhancethe treatment capacity of a wetland drainage swale. The project also includes the permanent removal of road fill and anexisting culvert.

APPROVE PERMITDredge and fill 1,842 square feet of palustrine forested wetland to install a 12 foot wide residential access drive and enhancethe treatment capacity of a wetland drainage swale. The project also includes the permanent removal of road fill and anexisting culvert.

With Conditions:1. All work shall be in accordance with the Site Plan, Wetland Plan and Detail sheet by Beaver Brook Planning and Design,LLC. The Site Plan is dated December 20, 2017 and was received by the NH Department of Environmental Services(NHDES) on June 7, 2018. The Wetland Plan is dated February 22, 2018 and was received by NHDES on June 7, 2018. TheDetail sheet is dated February 22, 2018 and was received by NHDES on June 25, 2018.2. Not less than 5 state business days prior to starting work authorized by this permit, the permittee shall notify the DESWetlands Program and the local conservation commission in writing of the date on which work under this permit is expectedto start.3. No person undertaking any activity shall cause or contribute to, or allow the activity to cause or contribute to, any violationsof the surface water quality standards in RSA 485-A and Env-Wq 1700.4. All development activities associated with this project shall be conducted in compliance with applicable requirements of



RSA 483-B and Env-Wq 1400 during and after construction.5. Any further alteration of areas on this property that are subject to RSA 482-A jurisdiction will require a new application andfurther permitting.6. Work shall be conducted in a manner so as to minimize turbidity and sedimentation to surface waters and wetlands.7. Work shall be done during low flow and in the dry only.8. Prior to construction, all wetland and surface water boundaries adjacent to construction areas shall be clearly marked toprevent unintentional encroachment on adjacent wetlands and surface waters.9. Prior to starting any work authorized by this permit, the permittee shall place orange construction fencing at the limits ofconstruction to prevent unintentional encroachment on wetlands.10. 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.11. 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).12. Dredged materials, whether to be stockpiled or disposed of, shall be dewatered in sedimentation basins lined withsiltation and erosion controls, and located outside of areas subject to RSA 482-A jurisdiction.13. All dredged and excavated material and construction-related debris shall be placed outside of the areas subject to RSA482-A. Any spoil material deposited within 250 feet of any surface water shall comply with RSA-483-B.14. Any fill used shall be clean sand, gravel, rock, or other suitable material.15. 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.16. The permittee’s contractor shall maintain appropriate oil/diesel fuel spill kits on site that are readily accessible at all timesduring construction, and shall train each operator in the use of the kits.17. All refueling of equipment shall occur outside of surface waters or wetlands during construction. Machinery shall bestaged and refueled in upland areas only.18. Topsoil in wetlands shall be stripped and segregated from subsoil during construction. Wetland topsoil shall bestockpiled separately from subsoil and shall be restored following backfill.19. The permittee/permittee’s contractor shall vegetate the enhancement area in accordance with the planting plan.20. Mulch used within the wetland restoration areas shall be natural straw or equivalent non-toxic, non-seed-bearing organicmaterial.21. Seed mix within the restoration area shall be a wetland seed mix appropriate to the area and shall be applied inaccordance with manufacturers’ specifications.22. Within three days of final grading or temporary suspension of work in an area that is in or adjacent to wetlands or surfacewaters, all exposed soil areas shall be stabilized by seeding and mulching during the growing season, or if not within thegrowing season, by mulching with tackifiers on slopes less than 3:1 or netting and pinning on slopes steeper than 3:1.23. A certified wetlands scientist or qualified professional, as applicable, shall monitor the project during construction to verifythat all work is done in accordance with the approved plans and narratives, adequate siltation and erosion controls areproperly implemented, and no water quality violations occur. A follow-up report including photographs of all stages ofconstruction shall be submitted to the DES Wetlands Program within 60 days of final site stabilization.24. The permittee or permittee’s contractor shall properly construct, landscape, and monitor the enhancement area, and shalltake such remedial actions as may be necessary to ensure proper function. Remedial measures may include replanting,relocating plantings, removal of invasive species, changing soil composition and depth, changing the elevation of the wetlandsurface, and changing the hydrologic regime.25. A post-construction report, prepared by a Certified Wetland Scientist or Qualified Professional, as applicable,documenting status of the project area and restored jurisdictional area or buffer, including photographs, shall be submitted tothe NHDES Wetlands Program within 60 days of the completion of construction. DES Wetlands Program may requiresubsequent monitoring and corrective measures if DES deemed the area inadequately stabilized or restored.26. The wetland enhancement area shall have at least 75% successful establishment of wetlands vegetation after two (2)growing seasons, or shall be replanted and re-established until a functional wetland is replicated in a manner satisfactory tothe NHDES Wetlands Program.

With Findings:1. This is a Minimum Impact Project per Administrative Rule Env-Wt 303.04(f), alteration of less than 3,000 square feet inswamps or wet meadows that are not in prime wetlands or do not meet the requirements of Env-Wt 303.02(k), provided thatno previous department permit has placed restrictions on the property of the applicant.2. The project consists of dredging and filling 1,842 square feet of palustrine forested wetland to install a 12 foot wideresidential access drive and enhance the treatment capacity of a wetland drainage swale. This project also includes thepermanent removal of road fill and an existing culvert.3. The applicant has provided evidence which demonstrates that this proposal is the alternative with the least adverse impactto areas and environments under the department’s jurisdiction per Env-Wt 302.03. The property owners currently accesstheir residence from a shared driveway on an abutting parcel. They have requested new access through a parcel owned bythe family trust in order to alleviate maintenance issues and so emergency services may locate the property accurately. One



alternative to the proposed layout would be to locate the driveway between Bassey Lane to the east and the wetland to thewest. This alternative is not the least impacting because it would place the driveway directly upslope of the wetland andsurface runoff over the road would drain to the wetland. Tree clearing might also be required.4. The applicant has demonstrated that permanent wetland impacts will be minimized by improving stormwater treatment inthe vicinity of the wetland and Lake Mascoma. The project proposes to dredge the wetland drainage swale at the outlet of theexisting culvert under Bonardi Drive. The swale is currently providing a stormwater retention function. The swale will bedredged and planted with woody shrubs, to increase the storage and treatment capacity of the swale. In addition, the projectproposes to remove a section of road fill and an existing culvert, which will improve hydrologic connection of the wetlands oneither side. These improvements are anticipated to improve the water quality of the runoff that reaches Lake Mascoma.5. The applicant has demonstrated by plan and example that each factor listed in Env-Wt 302.04(b) Requirements forApplication Evaluation, has been considered in the design of the project.6. Enfield Tax Map 22, Lot 6, 7 Bonardi Drive, is jointly owned by Thomas Bonardi and Henry Haynes, Ill and SandraHaynes, as trustees of the Bonardi Haynes Realty Trust. NHDES has received a signed letter by both owners authorizingconstruction of the driveway extension through Lot 6.7. The New Hampshire Natural Heritage Bureau fNHB) has reviewed the proposed project and determined that there are norecorded occurrences for sensitive species near the project area, per the letter dated February 16, 2018.8. The applicant has addressed comments provided by the Mascoma River Local Advisory Committee.9. The Enfield Conservation Commission has signed the application waiving its right to intervene pursuant to RSA 482-A:11.10. Compensatory mitigation shall not be required in accordance with Rule Env-Wt 302.03(c)(2)(a), for projects that qualify asminimum impact in accordance with Env-Wt 303.04.

EXPEDITED MINIMUM

2018-01005 PACE, CHARLESISANDRA

BROOKFIELD Unnamed Wetland

Requested Action:

Fill 650 square feet of forested wetland to expand the driveway in order to accommodate a detached garage.

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

APPROVE PERMITFill 650 square feet of forested wetland to expand the driveway in order to accommodate a detached garage.

With Conditions:1. All work shall be in accordance with plans by Peter Cooperdock dated March 16, 2016 as received by the NH Departmentof Environmental Services (DES) on April 11, 2018.2. 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 1700.3. Any further alteration of areas on this property that are subject to RSA 482-A jurisdiction will require a new application andfurther permitting.4. 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.5. Work shall be conducted in a manner so as to minimize turbidity and sedimentation to surface waters and wetlands.

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. All temporarily stockpiled material shall be placed outside any area that is within the jurisdiction of the DES Wetlands

Bureau.8. Any fill used shall be clean sand, gravel, rock, or other suitable material.9. 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).



10. Erosion control products shall be installed per manufacturers recommended specifications.11. 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.12. The permittees contractor shall maintain appropriate oil/diesel fuel spill kits on site that are readily accessible at all timesduring construction, and shall train each operator in the use of the kits.13. All refueling of equipment shall occur outside of surface waters or wetlands during construction. Machinery shall bestaged and refueled in upland areas only.

With Findings:1. This is a Minimum Impact Project per Administrative Rule Env-Wt 303.04ff) as the project involves alteration of less than3,000 square feet of forested wetland.2. The need for the proposed impacts has been demonstrated by the applicant per Env-Wt 302.01. The applicant wishes toexpand their driveway in order to accommodate a detached garage.3. The Natural Heritage Bureau (NHB) report submitted with the application package (NHB18-0880) stated that there are norecorded occurrences for sensitive species near this project area.4. No comments of concern have been received by DES from abutters or local governing organizations.

PERMIT BY NOTIFICATION

2018-01766 BASSETT, WILLIAM

NEW DURHAM MERRYMEETING LAKE

Requested Action:

Replenish an existing 900 square foot perched beach with no more than 10 cubic yards of sand according to plans datedJune 4, 2018 as received on by NHDES on June 13, 2018 on frontage along Merrymeeting Lake in New Durham.

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

COMPLETE NOTIFICATIONReplenish an existing 900 square foot perched beach with no more than 10 cubic yards of sand according to plans datedJune 4, 2018 as received on by NHDES on June 13, 2018 on frontage along Merrymeeting Lake in New Durham.

With Findings:1. This is a minimum impact project per Administrative Rule Env-Wt 303.04(aa) for the replenishment of sand on an existingbeach, provided no sand shall be placed below the high water line or full pond elevation; no work shall be conducted in oradjacent to prime wetland; no more than 10 cubic yards of sand shall be used; and the beach replenishment shall not exceedthe limit of one replenishment in any 6 year period.

201 8-01769 SHANAHAN, JANE

SUNAPEE SUNAPEE LAKE

Requested Action:

Replenish an existing 400 square foot of beach with no more than 10 cubic yards of clean sand according to plans byKimberly Russell dated JUne 24, 2018 and received by NHDES on June 27, 2018 on frontage along Lake Sunapee inSunapee.

Decision Report Il 7/9/2018


COMPLETE NOTIFICATIONReplenish an existing 400 square foot of beach with no more than 10 cubic yards of clean sand according to plans byKimberly Russell dated June 24, 2018 and received by NHDES on June 27, 2018 on frontage along Lake Sunapee inSunapee.

With Findings:1. This is a minimum impact project per Administrative Rule Env-Wt 303.O4faa), for the replenishment of sand on an existingbeach with no sand shall be placed below the high water line or full pond elevation; no work shall be conducted in or adjacentto prime wetland; no more than 10 cubic yards of sand shall be used; and the beach replenishment shall not exceed the limitof one replenishment in any 6 yearperiod.

201 8-01 875REYNOLDS LIVING TRUST

FREEDOM OSSIPEE LAKE

Requested Action:

Impact 64 square feet in order to replace an anchoring pad with a hinge in the same location and repair the existing 6 foot x36 foot seasonal dock on an 431 feet of frontage along Ossipee Lake in Freedom.

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

PBN IS COMPLETEImpact 64 square feet in order to replace an anchoring pad with a hinge in the same location and repair the existing 6 foot x36 foot seasonal dock on an 431 feet of frontage along Ossipee Lake in Freedom.

With Findings:This project is classified as a minimum impact project per Rule Env-Wt 303.04(v), repair of existing docking structures withno change in size, location or configuration.

FORESTRY NOTIFICATION

2018-01977 WINSLOW, DONALD & JANE

GREENFIELD Unnamed Stream

COMPLETE NOTIFICATIONGREENFIELD; TAX MAP# R3; LOT(S)# 2-1,6

201 8-01 978 WILLIAMS, JEFFERY

MILTON Unnamed Stream


For Actions Taken 07102/2018 to 07/08/2018

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

COMPLETE NOTIFICATIONMILTON; TAX MAP# 31; LOT# 3

201 8-01 988 AMES, BENJAMIN

ENFIELD Unnamed Stream

COMPLETE NOTIFICATION

ENFIELD; TAX MAP# 2; LOT# 30-3

201 8-01 989 CHILDS, STARLING

SALISBURY Unnamed Stream


SALISBURY; TAX MAP# 214; LOT# 2

201 6-01 990 GRIFFITH REVOCABLE TRUST, JOHN

WILTON Unnamed Stream


WILTON; TAX MAP# F; LOT(S)# 124, 124-1

201 6-01992 COOPER, BERNARD

ALSTEAD Unnamed Stream


ALSTEAD; TAX MAP# 46; LOT# 3



201 8-01 995 NEW ENGLAND FORESTRY FOUNDATION

SANDWICH Unnamed Stream

* *

COMPLETE NOTIFICATIONSANDWICH; TAX MAP# R5; LOT# 39

201 8-01996 NEW ENGLAND FORESTRY FOUNDATION

ASHLAND Unnamed Stream

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

COMPLETE NOTIFICATIONASHLAND; TAX MAP#21; LOT#2002

201 8-01 997 WILLIAMS, JODY FISHER

RUMNEY Unnamed Stream

COMPLETE NOTIFICATIONRUMNEY; TAX MAP# 7; LOT(S)# 19/20 BLOCK(S)# 1/2

2018-02000 SOCIETY FOR THE PROTECTION OF NH FORESTS

HEBRON Unnamed Stream

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

COMPLETE NOTIFICATIONHEBRON; TAX MAP#23; LOT# 7-2

201 8-02002 ALLEN, W GORDON/MARY E

ANTRIM Unnamed Stream

Decision Report 14 7/9/207 8


COMPLETE NOTIFICATIONANTRIM; TAX MAP(S)# 228/232; LOT(S)# 20/22

201 8-02008 ERROL, TOWN OF

ERROL Unnamed Stream

COMPLETE NOTIFICATIONERROL; TAX MAP# R3; LOT# 8

GOLD DREDGE

201 8-01 994 SLIE, CHARLES

(ALL TOWNS) Unnamed Stream

Conservation Commission/Staff Comments:7/3/18 Emailed permit to applicant because they wanted to have it in time for this weekend. -RAD

COMPLETE NOTIFICATIONGOLD DREDGE

LAKES-SEASONAL DOCK NOTIFICATION

201 8-01938 CLAY, ROBERT

STODDARD HIGHLAND LAKE

Requested Action:

Install a 6 foot x 30 foot seasonal pier along frontage on Highland Lake in Stoddard.



COMPLETE NOTIFICATIONInstall a 6 foot x 30 foot seasonal pier along frontage on Highland Lake in Stoddard.

EMERGENCY AUTHORIZATION***** *

201 8-01 551 WENTWORTH, TOWN OF

WENWJORTH BAKER RIVER

Requested Action:

Remove exposed concrete and rebar along 200 linear feet of the bed and banks of the Baker River for public safety.

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

CONFIRM EMERGENCY AUTHORIZATIONRemove exposed concrete and rebar along 200 linear feet of the bed and banks of the Baker River for public safety.

SHORELAND PERMIT

2014-02811 BRIGGS, DANIEL/MEREDITH

NORTHWOOD PLEASANT LAKE

Requested Action:

AMENDMENT DESCRIPTION: Impact 16,917 square feet (SF) of protected shoreland in order to replace the primarystructure in-kind, construct a garage, enlarge the driveway, and replace the septic system.

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

APPROVE AMENDMENTAMENDMENT DESCRIPTION: Impact 16,917 square feet (SF) of protected shoreland in order to replace the primarystructure in-kind, construct a garage, enlarge the driveway, and replace the septic system.

With Conditions:1. All work shall be in accordance with revised plans by Jason Franklin dated June 10, 2018 and received by the NHDepartment of Environmental Services (DES) on June 11, 2018.2. This permit is contingent on approval by the DES Subsurface Systems Bureau.3. No more than 3% 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 6,009 SF of the Natural Woodland Buffer beyond the primary building setback must remain in an unaltered statein order 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 with

applicable criteria of Administrative Rules Chapter Env-Wq 1400 and RSA 483-B during and after construction.

Decision Report 16 7/9/2018For Actions Taken 07/02/2018 to 07/08/2018

6. Erosion and siltation control measures shall be installed prior to the start of work, be maintained throughout the project,and remain 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 characteristicsof the site, 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-Wq1700.9. 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 ofthe structures depicted as “existing” on the plans submitted by the applicant were not previously permitted or grandfathered.

2016-03223MAUGHAN, GERARD/JOANNE

TUFTONBORO LAKE WINNIPESAUKEE

Requested Action:

Request permit name change. Impact 12,787 sq. ft. of protected shoreland in order to construct a residential primarystructure, driveway and septic system with no change to existing grades.

APPROVE NAME CHANGEImpact 12,787 sq. ft. of protected shoreland in order to construct a residential primary structure, driveway and septic systemwith no change to existing grades.

With Conditions:1. All work shall be in accordance with plans by Jones & Beach Engineering, Inc. as revised November 30, 2016 andreceived by the NH Department of Environmental Services (DES) on December 5, 2016.2. Neither the new primary structure nor the proposed septic system may be constructed until the system is approved by theDES Subsurface Systems Bureau.3. Orange construction fencing shall be installed at the limits of the temporary impact area as shown on the approved plansprior to the start of work and shall be maintained throughout the project in order to prevent accidental encroachment intoareas in which impacts have not been approved.4. No more than 8.5% of the area of the lot within the protected shoreland shall be covered by impervious surfaces unlessadditional approval is obtained from DES.5. Native vegetation within an area of at least 7,249 sq. ft. within the Natural Woodland Buffer located between 50 and 150 ft.landward of the reference line shall be retained in an unaltered state in order to comply with RSA 483-B:9, V, (b), (2).6. Erosion and siltation control measures shall be installed prior to the start of work, be maintained throughout the project,and remain 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 characteristicsof the site, 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-Wq 1700.9. Any fill used shall be clean sand, gravel, rock, or other suitable material.10. Within three days of final grading or temporary suspension of work in an area that is in or adjacent to wetlands or surfacewaters, all exposed soil areas shall be stabilized by seeding and mulching during the growing season, or if not within thegrowing season, by mulching with tack or netting and pinning on slopes steeper than 3:1.11. The individual responsible for completion of the work shall utilize techniques described in the New HampshireStormwater Manual, Volume 3, Erosion and Sediment Controls During Construction (December 2008).12. The owner is responsiblefor maintaining compliance with RSA 482-A and Administrative Rules Env-Wt 100- 900 andobtaining a Wetland Impact Permit prior to construction, excavation or fill that will occur within Wetlands jurisdiction.

With Findings:This permit transfer is issued in accordance with NH Administrative Rule Env-Wq 1406.18.



2016.03573 HOAGLAND, JON

WOLFEBORO LAKE WINNIPESAUKEE

Requested Action:

AMENDMENT DESCRIPTION: Project description revised to add a mud room to the primary structure. Condition 1 revisedto include new plans. Condition 2 revised to increase the maximum percent area of the lot within the protected shoreland that

shall be covered by impervious surfaces unless additional approval is obtained from NHDES.

Impact 7,185 square feet (SF) for the purpose of constructing a new driveway access area, raising an existing primarystructure to pour a new foundation, and adding a mud room to the primary structure.

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

Conservation Commission/Staff Comments:Request to amend permit received on April 12, 2018. The request did not have sufficient information to determine whether or

not the changes are approvable. Marie-Eve Jacques called the applicant for more information on 5/2/2018.

APPROVE AMENDMENTAMENDMENT DESCRIPTION: Project description revised to add a mud room to the primary structure. Condition I revisedto include new plans. Condition 2 revised to increase the maximum percent area of the lot within the protected shoreland that

shall be covered by impervious surfaces unless additional approval is obtained from NHDES.

Impact 7,185 square feet (SF) for the purpose of constructing a new driveway access area, raising an existing primarystructure to pour a new foundation, and adding a mud room to the primary structure.

With Conditions:1. All work shall be in accordance with plans by Stoney Ridge Environmental, LLC dated November 30, 2016 and received

by the NH Department of Environmental Services (NHDES) on December 27, 2016, and supplemental materials submitted

by the landowners and received by NHDES through June 28, 2018.2. No more than 19% of the area of the lot within the protected shoreland shall be covered by impervious surfaces unless

additional approval is obtained from NHDES.3. At least 2,850 Square Feet of the area delineated and shown on the approved plans as ‘Unaltered Area” between 50 and

150 feet landward of the reference line shall be retained in an unaltered state in order to comply with RSA 483-B:9, V, (b), (2).

4. Erosion and siltation control measures shall be installed prior to the start of work, be maintained throughout the project,

and remain in place until all disturbed surfaces are stabilized.5. Erosion and siltation controls shall be appropriate to the size and nature of the project and to the physical characteristics

of the site, including slope, soil type, vegetative cover, and proximity to wetlands or surface waters.

6. No person undertaking any activity in the protected shoreland shall cause or contribute to, or allow the activity to cause or

contribute to, any violations of the surface water quality standards established in Env-Wq 1700.7. Any fill used shall be clean sand, gravel, rock, or other suitable material.8. Photographs documenting the construction of the proposed (stormwater management structures) shall be submitted tothe Department prior to any party taking up occupancy of the new residential primary structure.9. 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 thegrowing season, by mulching with tack or netting and pinning on slopes steeper than 3:1.10. The individual responsible for completion of the work shall utilize techniques described in the New HampshireStormwater Manual, Volume 3, Erosion and Sediment Controls During Construction (December 2008).11. This permit shall not be interpreted as acceptance or approval of any impact that will occur within wetlands jurisdictionregulated under RSA 482-A including all wetlands, surface waters and their banks, the tidal-buffer zone, and sand dunes.

The owner is responsible for maintaining compliance with RSA 482-A and Administrative Rules Env-Wt 100- 900 and

obtaining any Wetland Impact Permit that may be required prior to construction, excavation or fill that will occur withinWetlands jurisdiction.

201 7.00839 WENDY L HANEY TRUST

MOULTONBOROUGH LAKE WINNIPESAUKEE



Requested Action:

AMENDMENT DESCRIPTION: Impact 16,818 square feet (SF) of protected shoreland in order to Raze existing (1,408 SF)primary structure and shed (191 SF); construct a new dwelling (4,632 SF); construct a new driveway, of which 2910 SF is tobe constructed of porous asphalt; remove existing lakeside boulders and replace with one 75 linear foot boulder wall; replacetimber steps with stone steps; install 725 SF of permeable bluestone patios and walkways.

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

APPROVE AMENDMENTAMENDMENT DESCRIPTION: Impact 16818 square feet (SF) of protected shoreland in order to Raze existing (1,408 SF)primary structure and shed (191 SF); construct a new dwelling (4632 SF); construct a new driveway, of which 2,910 SF is tobe constructed of porous asphalt; remove existing lakeside boulders and replace with one 75 linear foot boulder wall; replacetimber steps with stone steps; install 725 SF of permeable bluestone patios and walkways.

With Conditions:1. All work shall be in accordance with plans by David M. Dolan Associates, P.C. dated March 17, 2017, revised by StephensLandscaping Professionals, LLC dated June 7, 2018, and received by the NH Department of Environmental Services (DES)on June 15, 2018.2. Neither the new primary structure nor the proposed septic system may be constructed until the system is approved by theDES Subsurface Systems Bureau.3. Orange construction fencing shall be installed at the limits of the temporary impact area as shown on the approved plansprior to the start of work and shall be maintained throughout the project in order to prevent accidental encroachment intoareas in which impacts have not been approved.4. No more than 17.7% of the area of the lot within the protected shoreland shall be covered by impervious surfaces unlessadditional approval is obtained from DES.5. Native vegetation within an area of at least 4,038 SF within the Natural Woodland Buffer located between 50 and 150 feetlandward of the reference line shall be retained in an unaltered state in order to comply with RSA 483-B:9, V, (b), (2).6. Erosion and siltation control measures shall be installed prior to the start of work, be maintained throughout the project,and remain 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 characteristicsof the site, 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-Wq 1700.9. Any fill used shall be clean sand, gravel, rock, or other suitable material.10. The individual responsible for completion of the work shall utilize techniques described in the New HampshireStormwater Manual, Volume 3, Erosion and Sediment Controls During Construction (December 2008).11. This permit shall not preclude DES from taking any enforcement or revocation action if DES later determines that any ofthe structures depicted as “existing” on the plans submitted by the applicant were not previously permitted or grandfathered.

201 8-00982 LAKE PISCATAQUOG LLC

DEERING DEERING RESERVOIR

Requested Action:

Impact 156 square feet (SF) of protected shoreland in order to construct a deck.

DENY PERMITImpact 156 square feet (SF) of protected shoreland in order to construct a deck.



With Findings:1. On April 30, 2018, the Department issued a Request for More Information Letter (the Letter) to the Applicant and Agentof record, requiring the applicant to submit additional information to DES within 60 days of the date that the request was sent.2. The Letter specifically requested that the Applicant submit plans that indicate the location of the reference line and thedistance of the proposed deck from the reference line, a cross section of the proposed deck, that is either drawn to scale orcompletely dimensioned, showing its location relative to the reference line and proposed height above existing grade,proposed methods of erosion and siltation controls, a completed Shoreland Application Worksheet, and a plan showing eachgrid segment of waterfront buffer that will be impacted by the project with the location and diameter of all trees and saplings,at least up to that which is sufficient to meet the point requirement specified in RSA 483-B:9, V(a)(2)(D) and the designationof the trees to be cut during the project, if any.3. Pursuant to RSA 483-B:5-b, V (a), if the requested additional information is not received by DES within 60 days of the

request, DES shall deny the application.4. DES did not receive the requested additional information within the 60 days and therefore the application has been denied.

201 8-01 354 FPL INC

MERRIMACK SOUHEGAN RIVER

Requested Action:

Impact 10,675 square feet (SF) of protected shoreland in order to expand the existing asphalt parking lot.

APPROVE PERMITImpact 10,675 square feet (SF) of protected shoreland in order to expand the existing asphalt parking lot.

With Conditions:1. All work shall be in accordance with plans by Fieldstone Land Consultants, PLLC, dated April 30, 2018, revised throughJune 6, 2018, and received by the NH Department of Environmental Services (NHDES) on June 20, 2018.2. Orange construction fencing shall be installed at the limits of the temporary impact area as shown on the approved plans

prior to the start of work and shall be maintained throughout the project in order to prevent accidental encroachment intoareas in which impacts have not been approved.3. No more than 7.1% of the area of the lot within the protected shoreland shall be covered by impervious surfaces unlessadditional approval is obtained from NHDES.4. Native vegetation within an area of at least 26,322 SF within the Woodland Buffer located between 50 and 150 feet

landward of the reference line shall be retained in an unaltered state in order to comply with RSA 483-B:9, V, (b), (2).5. Erosion and siltation control measures shall be installed prior to the start of work, be maintained throughout the project,


of the site, 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-Wq 1700.8. Any fill used shall be clean sand, gravel, rock, or other suitable material.9. Within three days of final grading or temporary suspension of work in an area that is in or adjacent to wetlands or surfacewaters, 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 tack or netting and pinning on slopes steeper than 3:1.10. The individual responsible for completion of the work shall utilize techniques described in the New HampshireStormwater Manual, Volume 3, Erosion and Sediment Controls During Construction (December 2008).11. This permit shall not be interpreted as acceptance or approval of any impact that will occur within wetlands jurisdiction

regulated under RSA 482-A including all wetlands, surface waters and their banks, the tidal-buffer zone, and sand dunes.The owner is responsible for maintaining compliance with RSA 482-A and Administrative Rules Env-Wt 100-900 andobtaining any Wetland Impact Permit that may be required prior to construction, excavation or fill that will occur within

Wetlands jurisdiction.



12. This permit shall not preclude NHDES from taking any enforcement or revocation action if NHDES later determines thatany of the structures depicted as existing” on the plans submitted by the applicant were not previously permitted orgrandfathered.

With Findings;1. The Souhegan River Local Advisory Committee fS0RLAC) provided NHDES comments by email on June 24, 2016.2. Through their email SoRLAC requested that the application be rejected until the SoRLAC had a meeting with the Applicantto receive a response to concerns raised by the committee during a previous meeting.3. Pursuant to RSA 483-B;5-b, Permit Required; Exemption, V, (f), “All applications filed in accordance with the rulesadopted by the department under RSA 483-B; 17 and which meet the minimum standards of this chapter shall be approvedand a permit shall be issued.4. NHDES has reviewed the application and has determined that the project meets the minimum standards (RSA 483-B;9)and therefore must be approved in accordance with RSA 483-B;5-b, V, (f).

201 8-01493 WILLIAMS, BARRY!CHRISTINE

ALTON BAY LAKE WINNIPESAUKEE

Requested Action;

Impact 13,260 square feet (SF) of protected shoreland in order to remove the existing primary structure, construct a newprimary structure mote than 50 feet from the reference line, replace the existing stone stairs, add a walkway and a permeablepaver patio, alter the existing gravel driveway and add a pervious section, convert a section of the existing driveway back intolawn or vegetated areas, and other site improvements.

APPROVE PERMITImpact 13,260 square feet (SF) of protected shoreland in order to remove the existing primary structure, construct a newprimary structure more than 50 feet from the reference line, replace the existing stone stairs, add a walkway and a permeablepaver patio, alter the existing gravel driveway and add a pervious section, convert a section of the existing driveway back intolawn or vegetated areas, and other site improvements.

With Conditions;1. All work shall be in accordance with plans by Bryan L. Bailey Associates, Inc., dated May 16, 2018, revised through June29, 2018, and received by the NH Department of Environmental Services (NHDES) on July 3, 2018.2. The new primary structure shall not be plumbed until any approval as may be required under RSA 485-A and RulesEnv-Wq 1000 is obtained from NHDES Subsurface Systems Bureau.3. Orange construction fencing shall be installed at the limits of the temporary impact area as shown on the approved plansprior to the start of work and shall be maintained throughout the project in order to prevent accidental encroachment intoareas in which impacts have not been approved.4. No more than 16.9% of the area of the lot within the protected shoreland shall be covered by impervious surfaces unlessadditional approval is obtained from NHDES.5. Native vegetation within an area of at least 4,362.25SF within the Woodland Buffer located between 50 and 150 feetlandward of the reference line shall be retained in an unaltered state in order to comply with RSA 483-B;9, V, (b), (2).6. Erosion and siltation control measures shall be installed prior to the start of work, be maintained throughout the project,and remain 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 characteristicsof the site, 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-Wq 1700.9. Any fill used shall be clean sand, gravel, rock, or other suitable material.10. All pervious technologies used shall be installed and maintained to effectively absorb and infiltrate stormwater.11. Within three days of final grading or temporary suspension of work in an area that is in or adjacent to wetlands or surfacewaters, all exposed soil areas shall be stabilized by seeding and mulching during the growing season, or if not within thegrowing season, by mulching with tack or netting and pinning on slopes steeper than 3;1.12. The individual 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. This permit shall not be interpreted as acceptance or approval of any impact that will occur within wetlands jurisdictionregulated under RSA 482-A including all wetlands, surface waters and their banks, the tidal-buffer zone, and sand dunes.The owner is responsible for maintaining compliance with RSA 482-A and Administrative Rules Env-Wt 100 - 900 andobtaining any Wetland Impact Permit that may be required prior to construction, excavation or fill that will occur withinWetlands jurisdiction.14. This permit shall not preclude NHDES from taking any enforcement or revocation action if NHDES later determines thatany of the structures depicted as “existing” on the plans submitted by the applicant were not previously permitted orgrandfathered.

201 8-01 517 WATERTOWN VILLAGE LLC

SANDOWN ANGLE POND

Requested Action:

Impact 8,120 square feet square feet (SF) of protected shoreland in order to construct a primary structure, driveway, patio,well, and septic system.

APPROVE PERMITImpact 8,120 square feet square feet (SF) of protected shoreland in order to construct a primary structure, driveway, patio,well, and septic system.

With Conditions:1. All work shall be in accordance with plans by Cornerstone Survey Associates, dated April 18, 2018, revised through June20, 2018, and received by the NH Department of Environmental Services (NHDES) on June 20, 2018.2. Neither the new primary structure nor the proposed septic system may be constructed until the system is approved by theNHDES Subsurface Systems Bureau.3. Orange construction fencing shall be installed at the limits of the temporary impact area as shown on the approved plansprior to the start of work and shall be maintained throughout the project in order to prevent accidental encroachment intoareas in which impacts have not been approved.4. No more than 13.8% of the area of the lot within the protected shoreland shall be covered by impervious surfaces unlessadditional approval is obtained from NHDES.5. Native vegetation within an area of at least 4,172 SF within the Woodland Buffer located between 50 and 150 feetIandward of the reference line shall be retained in an unaltered state in order to comply with RSA 483-B:9, V, (b), (2).6. Erosion and siltation control measures shall be installed prior to the start of work, be maintained throughout the project,and remain 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 characteristicsof the site, 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-Wq 1700.9. Any fill used shall be clean sand, gravel, rock, or other suitable material.10. Within three days of final grading or temporary suspension of work in an area that is in or adjacent to wetlands or surfacewaters, all exposed soil areas shall be stabilized by seeding and mulching during the growing season, or if not within thegrowing season, by mulching with tack or netting and pinning on slopes steeper than 3:1.11. The individual responsible for completion of the work shall utilize techniques described in the New HampshireStormwater Manual, 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 jurisdictionregulated under RSA 482-A including all wetlands, surface waters and their banks, the tidal-buffer zone, and sand dunes.The owner is responsible for maintaining compliance with RSA 482-A and Administrative Rules Env-Wt 100 - 900 andobtaining any Wetland Impact Permit that may be required prior to construction, excavation or fill that will occur withinWetlands jurisdiction.13. This permit shall not preclude NHDES from taking any enforcement or revocation action if NHDES later determines thatany of the structures depicted as “existing” on the plans submitted by the applicant were not previously permitted orgrandfathered.



2018-01555 FIDLER, MIRIAMIWILLIAM

GILFORD LAKE WINNIPESAUKEE

Requested Action:

Impact 7,335 square feet (SF) of protected shoreland in order to replace the two existing driveways and various retainingwalls as well as adding a pervious patio, a hot tub, and native plantings, and converting a concrete walkway to a permeablewalkway.

APPROVE PERMITImpact 7,335 square feet (SF) of protected shoreland in order to replace the two existing driveways and various retainingwalls as well as adding a pervious patio, a hot tub, and native plantings, and converting a concrete walkway to a permeablewalkway.

With Conditions:1. All work shall be in accordance with plans by Stoney Ridge Environmental LLC, dated April 24, 2018, revised through July3, 2018, and received by the NH Department of Environmental Services fNHDES) on July 3, 2018.2. Orange construction fencing shall be installed at the limits of the temporary impact area as shown on the approved plansprior to the start of work and shall be maintained throughout the project in order to prevent accidental encroachment intoareas in which impacts have not been approved.3. No more than 44.7% of the area of the lot within the protected shoreland shall be covered by impervious surfaces unlessadditional approval is obtained from NHDES.4. Native vegetation within an area of at least 2,063SF within the Woodland Buffer located between 50 and 150 feetIandward of the reference line shall be retained in an unaltered state in order to comply with RSA 483-B:9, V, (b), (2).

5. Erosion and siltation control measures shall be installed prior to the start of work, be maintained throughout the project,and remain 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 characteristicsof the site, 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-Wq 1700.8. Any fill used shall be clean sand, gravel, rock, or other suitable material.9. All pervious technologies used shall be installed and maintained to effectively absorb and infiltrate stormwater.10. 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 thegrowing season, by mulching with tack or netting and pinning on slopes steeper than 3:1.11. The individual responsible for completion of the work shall utilize techniques described in the New HampshireStormwater Manual, 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

regulated under RSA 482-A including all wetlands, surface waters and their banks, the tidal-buffer zone, and sand dunes.The owner is responsible for maintaining compliance with RSA 482-A and Administrative Rules Env-Wt 100- 900 andobtaining any Wetland Impact Permit that may be required prior to construction, excavation or fill that will occur withinWetlands jurisdiction.13. This permit shall not preclude NHDES from taking any enforcement or revocation action if NHDES later determines that

any of the structures depicted as existing on the plans submitted by the applicant were not previously permitted orgrandfathered.

2018-01593 SHEA, PATRICK

HILLSBOROUGH FRANKLIN PIERCE LAKE



Requested Action:

Impact 2,243 square feet (SF) of protected shoreland in order to remove the primary structure, construct a new primarystructure with a garage, no closer to the reference line, and modify the driveway and stone wall.

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

Conservation Commission/Staff Comments:2018-06-25: RFMI also sent to LAC

APPROVE PERMITImpact 2,243 square feet (SF) of protected shoreland in order to remove the primary structure, construct a new primarystructure with a garage, no closer to the reference line, and modify the driveway and stone wall.

With Conditions:1. All work shall be in accordance with plans by WM Evans Engineering, LLC, dated May 20, 2018, revised through June 25,2018, and received by the NH Department of Environmental Services (NHDES) on June 27, 2018.2. The new primary structure may not be constructed until any approval as may be required under RSA 485-A and RulesEnv-Wq 1000 is obtained from NHDES Subsurface Systems Bureau.3. Orange construction fencing shall be installed at the limits of the temporary impact area as shown on the approved plansprior to the start of work and shall be maintained throughout the project in order to prevent accidental encroachment intoareas in which impacts have not been approved.4. No more than 25.76% of the area of the lot within the protected shoreland shall be covered by impervious surfaces unlessadditional approval is obtained from NHDES.5. Native vegetation within an area of at least 2,328 SF within the Woodland Buffer located between 50 and 150 feetIandward of the reference line shall be retained in an unaltered state in order to comply with RSA 483-B:9, V, (b), (2).6. Erosion and siltation control measures shall be installed prior to the start of work, be maintained throughout the project,and remain 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 characteristicsof the site, 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-Wq 1700.9. Any fill used shall be clean sand, gravel, rock, or other suitable material.10. Within three days of final grading or temporary suspension of work in an area that is in or adjacent to wetlands or surfacewaters, all exposed soil areas shall be stabilized by seeding and mulching during the growing season, or if not within thegrowing season, by mulching with tack or netting and pinning on slopes steeper than 3:1.11. The individual responsible for completion of the work shall utilize techniques described in the New HampshireStormwater Manual, 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 jurisdictionregulated under RSA 482-A including all wetlands, surface waters and their banks, the tidal-buffer zone, and sand dunes.The owner is responsible for maintaining compliance with RSA 482-A and Administrative Rules Env-Wt 100 - 900 andobtaining any Wetland Impact Permit that may be required prior to construction, excavation or fill that will occur withinWetlands jurisdiction.13. This permit shall not preclude NHDES from taking any enforcement or revocation action if NHDES later determines thatany of the structures depicted as “existing” on the plans submitted by the applicant were not previously permitted orgrandfathered.

With Findings:1. The Contoocook & North Branch Rivers Local Advisory Committee reviewed this application on May 21, 2018 and “had nocomments as long as typical erosion controls are used downstream of any earth disturbing activity”.2. The following conditions were added to the permit:Condition #6: Erosion and siltation control measures shall be installed prior to the start of work, be maintained throughout theproject, and remain in place until all disturbed surfaces are stabilized.Condition #7: Erosion and siltation controls shall be appropriate to the size and nature of the project and to the physicalcharacteristics of the site, including slope, soil type, vegetative cover, and proximity to wetlands or surface waters.



2018-01597 TALBOT FAMILY REALTY TRUST

MEREDITH LAKE WINNIPESAUKEE

Requested Action:

Impact 9,950 square feet (SF) of protected shoreland in order to expand a primary structure no closer to the reference line,including an attached garage, reconfigure the driveway, construct retaining walls and stone stairs, install stone driplinetrenches, remove one utility pole, install three utility poles, and revegetate a discontinued gravel driveway.

APPROVE PERMITImpact 9,950 square feet (SF) of protected shoreland in order to expand a primary structure no closer to the reference line,including an attached garage, reconfigure the driveway, construct retaining walls and stone stairs, install stone driplinetrenches, remove one utility pole, install three utility poles, and revegetate a discontinued gravel driveway.

With Conditions:1. All work shall be in accordance with plans by David M. Dolan Associates, P.C., dated May 25, 2018, revised through June27, 2018, and received by the NH Department of Environmental Services (NHDES) on July 2, 2018.2. Orange construction fencing shall be installed at the limits of the temporary impact area as shown on the approved plansprior to the start of work and shall be maintained throughout the project in order to prevent accidental encroachment intoareas in which impacts have not been approved.3. No more than 25.4% of the area of the lot within the protected shoreland shall be covered by impervious surfaces unlessadditional approval is obtained from NH DES.4. Native vegetation within an area of at least 1,860 SF within the Woodland Buffer located between 50 and 150 feetlandward of the reference line shall be retained in an unaltered state in order to comply with RSA 483-B:9, V, (b), (2).5. Erosion and siltation control measures shall be installed prior to the start of work, be maintained throughout the project,and remain 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 characteristicsof the site, 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-Wq 1700.8. Any fill used shall be clean sand, gravel, rock, or other suitable material.9. Within three days of final grading or temporary suspension of work in an area that is in or adjacent to wetlands or surfacewaters, all exposed soil areas shall be stabilized by seeding and mulching during the growing season, or if not within thegrowing season, by mulching with tack or netting and pinning on slopes steeper than 3:1.10. The individual responsible for completion of the work shall utilize techniques described in the New HampshireStormwater Manual, Volume 3, Erosion and Sediment Controls During Construction (December 2008).11. This permit shall not be interpreted as acceptance or approval of any impact that will occur within wetlands jurisdictionregulated under RSA 482-A including all wetlands, surface waters and their banks, the tidal-buffer zone, and sand dunes.The owner is responsible for maintaining compliance with RSA 482-A and Administrative Rules Env-Wt 100- 900 andobtaining any Wetland Impact Permit that may be required prior to construction, excavation or fill that will occur withinWetlands jurisdiction.12. This permit shall not preclude NHDES from taking any enforcement or revocation action if NHDES later determines thatany of the structures depicted as “existing” on the plans submitted by the applicant were not previously permitted orgrandfathered.

201 8-01 633 MELLO, CRAIGIMEGHAN

ALEXANDRIA SMITH RIVER

Requested Action:

Impact 4,795 square feet (SF) of protected shoreland in order to construct a house, driveway and install a septic system andwell.



APPROVE PERMITImpact 4,795 square feet (SF) of protected shoreland in order to construct a house, driveway and install a septic system and

well.

With Conditions:1. All work shall be in accordance with revised plans by Central Land Surveying revision dated June 27, 2018 and received

by the NH Department of Environmental Services (NHDES) on July 5, 2018.2. Neither the new primary structure nor the proposed septic system may be constructed until the system is approved by the

NHDES Subsurface Systems Bureau.3. Orange construction fencing shall be installed at the limits of the temporary impact area as shown on the approved plans

prior to the start of work and shall be maintained throughout the project in order to prevent accidental encroachment into

areas in which impacts have not been approved.4. No more than 2.87% of the area of the lot within the protected shoreland shall be covered by impervious surfaces unless

additional approval is obtained from NHDES.5. Native vegetation within an area of at least 23,994 square feet within the Natural Woodland Buffer located between 50 and






contribute to, any violations of the surface water quality standards established in Env-Wq 1700.9. Any fill used shall be clean sand, gravel, rock, or other suitable material.10. 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 tack or netting and pinning on slopes steeper than 3:1.

11. The individual 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).

12. This permit shall not be interpreted as acceptance or approval of any impact that will occur within wetlands jurisdiction

regulated under RSA 482-A including all wetlands, surface waters and their banks. The owner is responsible for maintaining

compliance with RSA 482-A and Administrative Rules Env-Wt 100 - 900 and obtaining any Wetland Impact Permit that may

be required prior to construction, excavation or fill that will occur within Wetlands jurisdiction.13. This permit shall not preclude NHDES from taking any enforcement or revocation action if NHDES later determines that

any of the structures depicted as “existing” on the plans submitted by the applicant were not previously permitted or

grandfathered.

201 8-01 676 COLLINS, TIMOTHY

WOLFEBORO LAKE WINNIPESAUKEE

Requested Action:

Impact 1,241.4 square feet (SF) of protected shoreland in order to replace sections of the existing wood retaining wall with a

rock wall; remove the existing gravel path and wood retaining steps and a section of the wood tie retaining wall; add new

steps and replace some existing steps; replace the existing deck leading to the existing dock; add a new permeable paver

patio connected with a pervious paver path; add a new pervious walkway; add plantings; and other site improvements.

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

APPROVE PERMITImpact 1,241.4 square feet (SF) of protected shoreland in order to replace sections of the existing wood retaining wall with a

rock wall; remove the existing gravel path and wood retaining steps and a section of the wood tie retaining wall; add new


For Actions Taken 07/02/201 8 to 07/08/2018

steps and replace some existing steps; replace the existing deck leading to the existing dock; add a new permeable paverpatio connected with a pervious paver path; add a new pervious walkway; add plantings; and other site improvements.

With Conditions:1. All work shall be in accordance with plans by Advantage NH Lakes, dated May 15, 2018, revised through July 1 2018,and received by the NH Department of Environmental Services (NHDES) on July 3, 2018.2. Orange construction fencing shall be installed at the limits of the temporary impact area as shown on the approved plansprior to the start of work and shall be maintained throughout the project in order to prevent accidental encroachment intoareas in which impacts have not been approved.3. No more than 35.8% of the area of the lot within the protected shoreland shall be covered by impervious surfaces unlessadditional approval is obtained from NHDES.4. Native vegetation within an area of at least 1,019 SF within the Woodland Buffer located between 50 and 150 feetlandward of the reference line shall be retained in an unaltered state in order to comply with RSA 483-8:9, V, (b), (2).5. Erosion and siltation control measures shall be installed prior to the start of work, be maintained throughout the project,and remain 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 characteristicsof the site, including slope, soil type, vegetative covet, 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-Wq 1700.8. Any fill used shall be clean sand, gravel, rock, or other suitable material.9. All pervious technologies used shall be installed and maintained to effectively absorb and infiltrate stormwater.10. Within three days of final grading or temporary suspension of work in an area that is in or adjacent to wetlands or surfacewaters, all exposed soil areas shall be stabilized by seeding and mulching during the growing season, or if not within thegrowing season, by mulching with tack or netting and pinning on slopes steeper than 3:1.11. The individual responsible for completion of the work shall utilize techniques described in the New HampshireStormwater Manual, 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 jurisdictionregulated under RSA 482-A including all wetlands, surface waters and their banks, the tidal-buffer zone, and sand dunes.The owner is responsible for maintaining compliance with RSA 482-A and Administrative Rules Env-Wt 100-900 andobtaining any Wetland Impact Permit that may be required prior to construction, excavation or fill that will occur withinWetlands jurisdiction.13. This permit shall not preclude NHDES from taking any enforcement or revocation action if NHDES later determines thatany of the structures depicted as “existing” on the plans submitted by the applicant were not previously permitted orgrandfathered.

201 8-01 715 SEAGATE LIMITED PARTNERSHIP II

ROCHESTER SALMON FALLS RIVER

Requested Action:

Impact 4,400 square feet (SF) of protected shoreland in order to replace a previously removed primary structure.

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

APPROVE PERMITImpact 4,400 square feet (SF) of protected shoreland in order to replace a previously removed primary structure.

With Conditions:1. All work shall be in accordance with plans by Norway Plains Associates, Inc., dated May 2018 and received by the NHDepartment of Environmental Services (NHDES) on June 12, 2018.2. No native vegetation shall be removed from within the Natural Woodland Buffer located between 50 and 150 feetIandward of the reference line in order to comply with RSA 483-8:9, V, (b), (2).3. Orange construction fencing shall be installed at the limits of the temporary impact area as shown on the approved plans




areas in which impacts have not been approved.4. No more than 3% of the area of the lot within the protected shoreland shall be covered by impervious surfaces unless

additional approval is obtained from NHDES.5. Native vegetation within an area of at least 6,063 square feet within the Natural Woodland Buffer located between 50 and






contribute to, any violations of the surface water quality standards established in Env-Wq 1700.

9. Any fill used shall be clean sand, gravel, rock, or other suitable material.

10. 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 tack or netting and pinning on slopes steeper than 3:1.

11. The individual 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).

12. This permit shall not be interpreted as acceptance or approval of any impact that will occur within wetlands jurisdiction

regulated under RSA 482-A including all wetlands, surface waters and their banks. The owner is responsible for maintaining

compliance with RSA 482-A and Administrative Rules Env-Wt 100 - 900 and obtaining any Wetland Impact Permit that may

be required prior to construction, excavation or fill that will occur within Wetlands jurisdiction.

13. This permit shall not preclude NHDES from taking any enforcement or revocation action if NHDES later determines that

any of the structures depicted as “existing” on the plans submitted by the applicant were not previously permitted or

grandfathered.

2018-01788KLINGLER, KEVIN

NEW DURHAM MERRYMEETING LAKE

Requested Action:

Impact 2,855 square feet (SF) of protected shoreland in order to construct a driveway and install a stone lined ditch.

APPROVE PERMITImpact 2,855 square feet (SF) of protected shoreland in order to construct a driveway and install a stone lined ditch.

With Conditions:1. All work shall be in accordance with plans by Varney Engineering, LLC., dated June 1, 2018 and received by the NH

Department of Environmental Services (NHDES) on June 15, 2018.2. No native vegetation shall be removed from within the Natural Woodland Buffer located between 50 and 150 feet

Iandward of the reference line in order to comply with RSA 483-B:9, V, (b), (2).

3. Orange construction fencing shall be installed at the limits of the temporary impact area as shown on the approved plans


areas in which impacts have not been approved.4. No more than 18.9% of the area of the lot within the protected shoreland shall be covered by impervious surfaces unless

additional approval is obtained from NHDES.5. No impacts to natural ground cover shall occur within the waterfront buffer.


and remain 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



Decision Report 28 7/9/2018For Actions Taken 07/02/2018 to 07/08/2018

contribute to, any violations of the surface water quality standards established in Env-Wq 1700.9. Any fill used shall be clean sand, gravel, rock, or other suitable material.10. The proposed catch basin shall be installed and maintained to effectively absorb and infiltrate stormwater.11. Photographs documenting the construction of the proposed catch basin shall be submitted to the Department within 30days of completion of the project.12. All pervious technologies used shall be installed and maintained to effectively absorb and infiltrate stormwater.13. Within three days of final grading or temporary suspension of work in an area that is in or adjacent to wetlands or surfacewaters, all exposed soil areas shall be stabilized by seeding and mulching during the growing season, or if not within thegrowing season, by mulching with tack or netting and pinning on slopes steeper than 3:1.14. The individual responsible for completion of the work shall utilize techniques described in the New HampshireStormwater Manual, Volume 3, Erosion and Sediment Controls During Construction (December 2008).15. This permit shall not be interpreted as acceptance or approval of any impact that will occur within wetlands jurisdictionregulated under RSA 482-A including all wetlands, surface waters and their banks. The owner is responsible for maintainingcompliance with RSA 482-A and Administrative Rules Env-VVt 100 - 900 and obtaining any Wetland Impact Permit that maybe required prior to construction, excavation or fill that will occur within Wetlands jurisdiction.16. This permit shall not preclude NHDES from taking any enforcement or revocation action if NHDES later determines thatany of the structures depicted as “existing” on the plans submitted by the applicant were not previously permitted orgrandfathered.

Documents

is i:w - New Hampshire€¦ · the seasonal Dock Site 5 to a 105 foot x 6 foot rectangular seasonal pier on an average of 3,574 feet of frontage along Lake Ossipee in Ossipee. With