Attch_10_Dolly_Copp_Permit_Documents.pdf

NHDES

The State of New Hampshire

DnpnRTMENT oF ENVIRoNMENTAL SERVICES

Thomas S. Burack, Commissioner

April12,2013

USDA Forest Service Attn: Tom Wagner 7l White Mountain Drive Campton, NH 03223

Re: Dolly Copp Campground Renovation Martins Location, NH Tax Map/Lot #: 1608/1

Dear Mr. Wagner:

Permit: AoT-0542

2.

Based upon the plans and application, approved on April 12,2013, we are hereby issuing RSA 485-A:17 Alteration of Terrain Permit AoT-0542. As part of the processing of this application, DES granted approval to waiving specific requirements of Rule Env-V/q 1507.04, regarding Groundwater Recharge Requirements, Rule Env-Wq 1507.05 regarding Channel Protection Requirements, Rule Env-Wq 1507,06 regarding Peak Runoff Control, and Rule Env-V/q 1504,09(b)(2xb) regarding Site Specific Soil Mapping, with the finding that granting the waiver would not have an adverse impact on the environment, public health, public safety, or abutting properties, and that granting the request is consistent with the intent and purpose of the rule waived. Additional documentation relative to the waivers is contained within the fìle. This permit is subject to the following conditions:

L Activities shall not cause or contribute to any violations of the surface water quality standards established in Administrative Rule Env-Wq 1700.

You must submit revised plans for permit amendment prior to any changes in construction details or sequences. You must notify the Department in writing within ten days of a change in ownership.

3. You must notify the Department in writing prior to the start of construction and upon completion of construction, Forms are available at:

http://des.nh.gov/organizatiorVdivisions/water/aotlcategories/forms,htm.

The approved plans, dated December I 9, 2012, and supporting documentation in the permit file are apart of this approval.

This permit expires on April 12,2018. No earth moving activities shall occur on the project after the expiration date unless the permit has been extended by the Department. If requesting an extension, the request must be received by the department before the permit expires. The Amendment Request form is available at:

http://des.nh. eov/organizatiorvdivisions/water/aotlcategories/forms.htm.

p. o. Box s s, 2s#"i ff"":'åiliå:äI1ïlåo,n,.e 03302.00e5 Telephone: (603) 271-3501 . Fax: (603) 211-6683 . TDD Access: Relay NH l-800-735-2964

4, 5.

6.

I)IìO.IICT SPECIFIC CONDITIONS CONTINUED:

This permit cloes not relieve the applicant fì'om the obligation to obtain other local, state or fècleral perrnits that may be required (e.g., from US EPA, US Army Corps of Engineers, etc.). Projects clisturbing over 1 acre may require a fèderal stormwater permit from EPA.

InÍormation regarding this perrnitting process can be obtainecl at:

httlr://des.nh. gov/organization/divisions/water/stonlwater/construction.htm.

No construction activity shall occur until a Wetlancl Permit, Shoreland Permit, and/or Subsurlàce Systerns Permit is obtained ftom the Department, if applicable.

t.

//3 )r 'r-4

- Craig D. Refinie, CWS, CWBCraig

Land Resor/rce Specialist

.lennif'er llish, Coos Cor,urty Planning Iloard (email) 'fhe L.A. Group (email)

DEPARTMENT OF ENVIRONMENTAL SERVICES

Thomas S. Burack, Commissioner

DES Web Site: www.des.nh.gov

P.O. Box 95, 29 Hazen Drive, Concord, New Hampshire 03302-0095

Telephone: (603) 271-2513 Fax: (603) 271-5171 TDD Access: Relay NH 1-800-735-2964

July 5, 2013

Via email

Mr. William Dauer

White Mountain National Forest

71 White Mountain Dr.

Campton, NH 03223 wdauer@fs.fed.us

SYSTEM MODIFICATION APPROVAL

Re: PWS 1507010, DR 999757 – Transient, Non-Community Water System

Dolly Copp Campground, Martin’s Location, New Hampshire

Dear Mr. Dauer:

Our office hereby grants approval for the modifications to the above referenced project’s public water system. This approval allows for the or modification of the existing water system subject to compliance with Env-Ws 373, Design Standards for Non-Community Water Systems.

This approval is based on the submittal from HEB Engineers dated April 26, 2013, and subsequent correspondence, which describes improvements to the water system, including the replacement of all existing water mains and service connections.

In accordance with Env-Ws 373, Design Standards for Non-Community Water Systems, the following shall be submitted or confirmed as conditions of the final approval for the water system:

1. Upon completion of the project and prior to opening to the public, the owner shall contact surveyor Kevin Riel at (603) 271–2539 or kevin.riel@des.nh.gov to schedule an inspection.

2. Provision of a dedicated source raw water taps and flow meters, or the means to obtain discrete raw water samples and daily production volumes for each well source. Pump run-time hour meters are not required; however, we recommend these meters to aid in leak detection and to identify diminished source capacity in the future.

3. All non-potable/fire suppression water lines, such as the dump station, shall be labeled permanently, visibly, and clearly as NON-POTABLE.

4. Water system sampling shall be performed per the Master Sampling Schedule. The Master Sampling

Schedule and the sampling results are available at: http://www2.des.state.nh.us/DESOnestop.

5. The system construction shall meet Env-Ws 373.26. System Construction.

6. The water system Operation and Maintenance Manual and Final Record Drawings shall be made available onsite, upon request.

7. The water usage at this public water system shall not exceed the approved capacity of the wastewater disposal systems. If an increase in discharge or change in approved use is planned, please submit an amended plan the DES Subsurface Bureau for review and approval.

8. This approval does not relieve the applicant from the obligation to obtain other local, state or federal permits that may be required.

July 5, 2013

PWS 1507010 - DR 999757

Dolly Copp Campground, Martin’s Location

Please feel free to contact me at Jennifer.Mates@des.nh.gov or (603) 271-2949 with any questions on this approval.

Sincerely, Jennifer S. Mates, P.E.

Drinking Water and Groundwater Bureau

Small Systems Engineering & Technical Assistance ec: Jay Poulin, HEB Engineers, jpoulin@hebengineers.com

Kevin Riel, NHDES Surveyor, kevin.riel@des.nh.gov

The

Dnpnnrun¡sr State of New Hampshire

OF ENvIRONNIENTAL SERVICES ffio,, 'l'homas S. Burack, Commissioner

April23,2013

TJSDA F'orest Service White Mountain National F-orest

Attn: Tom Wagner 71 White Mountain Drive Campton, NH 03223

RE: Wetland File #: 2013-00655 Dolly Copp Campground Renovation Maltins Location, NH Tax Map/Lot#:1608/1

Dear Mr. Wagner:

Attaclred please fìnd Wetlands Permit number 2013-00655 to dredge and hll 7,246 square feet within wetlands and within the bed and banks of several unnamed intermittent and perennial streams to replace 33 existing culverts (ranging in size from 15" to 48" diameter), f:JrL745 square feet of wetlands for road shoulder widening, impact 600 square feet within the bed and banks of Cullrane Brook to replace an existing 23' span bridge with a new 25' span bridge, and temporarily impact 165 square feet of wetland to install a waterline. Work is being done to renovate the existing Dolly Copp Campglound within the White Mountain National Forest managed by the U.S. Department of Agriculture Forest Service. Work also includes replacing 10 existing culverts in uplancl areas, repaving existing site roads, and constructing a new RV campsite loop, The decision to approve this application was based on the following findings:

1. This project is classified as a Major Project per NH Administrative Rule Env-Wt 303.02(i), as stream irnpacts are greater than200linear feet within the bed and banks;

and per Rule Env-Wt 903.01(g)(1), as the project proposes the replacement of a tier 3 crossing,

2. The need for the proposed irnpacts has been demonstrated by the applicant per Rule Env-wt 302.01.

3. The applicant has provided evidence which demonstrates that this proposal is the alternative with the least adverse impact to areas and environments under the department's jurisdiction per Rule Env-V/t 302.03.

4. The applicant has dernonstrated by plan and example that each factor listed in Rule Env- Wt 302.04(a), Requirements for Application Evaluation, has been considered in the design ofthe project.

5. The project includes replacing an existing 23'bridge span (tier 3 stream crossing) within

Culhane Brook with a 25' bridge span.

DES Web site: rvrvrv.dcs.nh.gov P.O. Iìox 95r 29 Hazen l)rive, Concorcl, New Ham¡rshire 03-102-0095

Telephone: (603) 271-3503 . F¿rx: (603)271-6-5llfl . TDI) Access: Relay NFI l-tì00-735-2964

6, The applicaut has submittecl the bridge crossing design as an Alternative l)esign Per Rule Env-'Wt 904.01).

7. The bridge replacement was submitted as an Alternative f)esign because it was founcl by the applicant that installing a bridge per the tier 3 clossing stanclards would not to be practicable due to overall costs, and because the existing bridge conveyed extrerne flows lì'om Tropical Storm h'ene witirout failure.

8, Only two of the 33 culvert replacements (culvelt 56 and S10) will be increased in size to accommoclate larger storm evenfs based on personnel site observations of overtopping during Tlopical Storm Irene.

9. The applicant has addressed the required Stream Crossing Rules of Chapter Env-Wt 900.

10. 'fhe NFI Natulal Iìeritage lJureau ("NIlB") commented that "It was determined that, although there was a NFIII recorcl (e.g., rare wildlife, plant, ancl/or natural comrnunity) present in the vicinity, we do not expect that it will be impacted by the proposed project."

11, DES has not received ally colrlrents for or opposed to the project.

12.In accotdance with RSA 482-A:8, DES finds that the requirements for a public hearing do not apply as the permitted project is not of substantial public inlerest, and will not have a signilÌcant impact on ol adversely affect the values of the palustrine and riverine resources, as iclentifìed under RSA 482-A:1. Also, the project will not irnpact wetland areas that are consideled to be of special value fì'om a local, legional, or state perspective pursuant to Rule Env-Wt 101.96.

Any party rnay apply for reconsideration with respect to any matter determined in this action within 30 days liom the date of this letter', A motion for reconsideration must specily all grounds upon which fiture appeals may be based, and should inclucle inlbrmation not available to DIIS when the decision was urade. DES rnay grant reconsideration il, in its opinion, good reason is provided in tlie motion. Your permit rnust be signed, and a copy must be posted in a prominent location on site duling construction.

Ifyou have any questions, please contact our office at (603) 271-2147.

eì,^^^-^1.,ù rr rvvr yrJ ,,//- .{7,// ç _-a l-/ t ,/ k-^ {/- l,-'n---./r-l ( .r

/,/'/vCraigD. Refinic, CWS, CWB Land Resource Specialist

.Iennifel lìish, Coos County Planning Boald (email) The L.A. Group (email)

DnpanrnrrNT oF ENvTnoNMENT'AL Snnvrcns ffio,, Thomas S. Burack, Commissioner

WETLANDS AND NON.SITE SPBCIFIC PERMIT 2013-00655

Permittee: USDA Forest Service, White Mountain National Forest Attn: Tom Wagner 7l White Mountain Drive Campton, NH 03223

Project Location: Dolly Copp Road, Martins Location

Waterbody:

Tax Map/Lot #: 1608/1 Culhane Brook and unnamed wetlands and streams

APPROVAL DATE: 0412312013 EXPIRATION DATEz 04123/2018

Based upon review of the above referenced application, in accordance with RSA 482-A and RSA 485- A:77, a Wetlands Permit and Non-Site Specifìc Perrnit was issued. This permit shall not be considered valid unless signed as specified below.

PEIIMIT DBSCRIPTION: Dredge and fill 7,246 square feet within wetlands and within the bed and banks of several unnamed intermittent and perennial streams to replace 33 existing culverts (ranging in size fiom 15" to 48" diameter), fill 745 square feet of wetlands for road shoulder widening, impact 600 square feet within the bed and banks of Culhane Brook to replace an existing 23' span bridge with a new 25' span bridge, and temporarily impact 165 square feet of wetland to install a waterline. V/ork is being done to renovate the existing Dolly Copp Campground within the White Mountain National Forest managed by the U.S. Department of Agriculture Forest Service. 'Work also includes replacing l0 existing culverts in upland areas, repaving existing site roads, and constructing a new RV campsite loop.

THIS APPROVAL IS SUBJBCT TO THE FOLLOWING PROJBCT SPECIFIC CONDITIONS:

1. All work shall be in accordance with plans by U.S. Department of Agriculture (USDA) Forest Service, White Mountain National Forest (WMNF) Engineering Departrnent dated December 19,2072, as received by the NH Department of Environmental Services (DES) on March 14,2013.

2. Any further alteration of areas on this property that are within the jurisdiction of the DES Wetlands Burean will require a new application and further permitting by the Bureau.

3. This permit is contingent on approval by the DES Alteration of Terrain Bureau.

4. This permit is contingent on approval by the DES Subsurface Systems Bureau.

5. Culvert outlets shall be protected in accordance with the DES Best Management Practices for Urban Stormwater Runoff Manual (January 1996) and the Stormwater Management and Erosion and Sediment Control Handbook for Urban and Developing Areas in New Harnpshire (August 1992).

6. In-stream work shall occur during low flow conditions in the growing season to minimize impacts to potential spawning areas of cold-water fisheries.

7. Discharge fi'om dewatering of work areas shall be to sediment basins that are: a) located in uplands; b) lined with hay bales or other acceptable sediment trapping liners; c) set back as far as possible from wetlands and surface waters, in all cases with a minimum of 20 feet of undisturbed vegetated buffer,

8. Dredgedmaterial shall beplacedoutsideofthejurisdictionoftheDESWetlandsBureau.

9. Proper headwalls shall be constructed within seven days of culvert installation.

10. All tenrporaryirnpactswithinwetlandareasshallberestoredinamannertoestablishatleastT5Yo

DES Web site: www.des.nh.gov P.O. Box 95,29 Hazen Drive, Concord, New Hampshire 03302-0095

Teleplrone: ((¡03)211--3503 . Fax: (603)211-6-5f38 . Tl)D Access: lìelay NH l-800-73.5-29ó4 sucoessful growth of'wetlaucls vegetation after two (2) growing seasou.s, or it shall be replanted and re-establishecl until a functional wetland is replicated in a manner satisfactory to the DES V/etlands Bureau.

1 1, All activities shall be in accordance with the Shoreland V/ater Quality Protection Act, RSA 483-8.

The owner is responsible for obtaining any Shoreland Pellnit that may be required per RSA 483-8, for oonstntction, excavation or fill that will occur within the Protected Shoreland.

12. Appropriate siltation/erosion/turbidity controls shall be in place prior to construction, shall be rnaintained during construction, and remain in place until the area is stabilized, Silt fence(s) rnust be removed once the area is stabilized.

1 3. Within thlee days of final grading, all exposed soil areas shall be stabilized by seeding ancl mulching clr"rring the growing seasotl, or if not within the growing season, by rnulching with tack or netting and pinning on slopes steeper than 3:1,

14. Where construction activities have been temporarily suspended within the growing season, all exposed soil areas shall be stabilized within 14 days by seeding ancl rnulching.

15. V/here construction activities have been ternporalily suspended outside the growing season, all exposed areas shall be stabilized within l4 days by mulching and tack. Slopes steeper than 3: 1 shall be stabilized by matting and pinning.

16. The contractor responsible for completion of the work shall utilize techniques described in the New Ilampshire Stormwater Manual, Volume 3, Erosion and Sedirnent Controls During Construction (December 2008).

GENERAL CONDITIONS TI{AT APPLY TO ALL DES WBTLANDS PBRMITS:

1 . A copy of this permit shall be posted on site during construction in a prominent location visible to inspecting personnel;

2. 'l'his pertnit does not convey a ploperty right, nor authorize any injury to property of others, nor invasion of rights of otl'rers;

3. The Wetlands Bureau shall be notiñed upon completion of work;

4. 1'his permit cloes not relieve the applicant liom the obligation to obtain other local, state or federal permits, and/or consult with other agencies as may be required (inclucling US EPA, US Army Corps of Engineers, NFI Department of Transportation, NI-I Division of Flistolical Resources (lrlH Depaltrnent of Cultural Resources), NI-IDES-Aheration of Terrain, etc.);

5. Transfèr of this perrnit to a new owner shall lequire notil'rcation to and approval by DES;

6. This permit shall not be extended beyond the current expiration date,

7. This project has been screened for potential irnpacts to known occurrences of rare species and exemplary natural communities in the immediate area. Since many areas have never been surveyed, or have received only cllrsory inventories, unidentilied sensitive species or comûtunities may be present.

'fhis peln-rit cloes not absolve the permittee f'rom due diligence in regard to state, local or federal laws regarding such communities or species.

8. Review enclosed sheet for status of the US Ärrr orps of Engineers' lèderal wetlancls permit.

APPROVED:

DES Wetlands Bureau i*tt"nril;;*i":uüui"niäo-n:tri';";ñu""ioì:ioìntrpBRM'r AND AGIìBE TO AIIIDE BY ALL PEIIMIT CONDITIONS.

OWNER'S SIGNAI\JRE (required) CON'|RACTOR'S SIGNATUIìÌì (required)

SUSTAIN FISH LIFE DOWNSTREAM.

THE CONTRACTOR SHALL CONSTRUCT AN INTAKE OR TEMPORARY DAM REQUIRED TO PROTECT AND MAINTAIN WATER RIGHTS AND TO

TO BECOME POLLUTED WITH SAND, SILT, CEMENT, OIL, OR OTHER IMPURITIES. IF THE CONTRACTOR USES WATER FROM A STREAM, TO A STREAM ANY WATER WHICH HAS BEEN USED FOR WASH PURPOSES OR OTHER SIMILAR OPERATIONS WHICH CAUSE THIS WATER

FROM MANIPULATION OF EQUIPMENT AND/OR MATERIALS IN OR NEAR SUCH STREAMS. THE CONTRACTOR SHALL NOT RETURN DIRECTLY

REDUCE TO A MINIMUM ANY DAMAGE TO ANY STREAM FROM POLLUTION BY DEBRIS, SEDIMENT, OR OTHER FOREIGN MATERIAL OR

DURING THE COURSE OF CONSTRUCTION, THE CONTRACTOR SHALL CONDUCT OPERATIONS IN SUCH A MANNER AS TO PREVENT OR

AREA AND TRANSPORTATION TO THAT AREA SHALL BE INCLUDED IN THE UNIT PRICES BID FOR THOSE ITEMS.

WHENEVER ITEMS IN THE CONTRACT REQUIRE MATERIALS TO BE REMOVED AND DISPOSED OF, THE COST OF SUPPLYING A DISPOSAL

REPAIRED OR REPLACED IN A MANNER SATISFACTORY TO THE ENGINEER AT THE EXPENSE OF THE CONTRACTOR.

WHICH ARE TO REMAIN IN PLACE OR WHICH ARE TO REMAIN THE PROPERTY OF THE FOREST SERVICE, THE DAMAGED MATERIALS SHALL BE

OR WHICH ARE TO REMAIN THE PROPERTY OF THE FOREST SERVICE, WILL NOT BE DAMAGED. IF THE CONTRACTOR DAMAGES ANY MATERIALS

THE CONTRACTOR SHALL PERFORM ALL WORK WITH CARE SO THAT ANY MATERIALS WHICH ARE TO REMAIN IN PLACE, EXISTING CULVERT SHALL BE REMOVED WITHIN THE LIMITS SHOWN ON THE PLANS UNDER ITEM 203022 REMOVAL OF CULVERT.

PIPES THAT ARE USED IN THE DIVERSION OF WATER SHALL BE OF SUFFICIENT SIZE TO CARRY THE FLOW REQUIRED.

OF PROTECTION SHALL BE INCORPORATED INTO THE REMOVAL TO MINIMIZE EROSION AND WATER POLLUTION.

THE TEMPORARY WATER DIVERSION STRUCTURE SHALL BE COMPLETELY REMOVED AFTER CONSTRUCTION. APPROPRIATE MEASURES

DURING CONSTRUCTION.

A TEMPORARY PIPE OR OTHER DIVERSION STRUCTURE APPROVED BY THE ENGINEER SHALL BE USED TO DIVERT STREAM FLOW

OF THE VERTICAL PAYMENT LINE.

HIGHWAY EMBANKMENT MATERIAL AND STRUCTURE FILL SHALL BE PLACED SIMULTANEOUSLY, IN CONTACT, ON BOTH SIDES

OF THE ANDROSCOGGIN DISTRICT RANGER.

NO WORK IN THE STREAM SHALL BE DONE FROM OCTOBER 1 THROUGH MAY 1 WITHOUT THE WRITTEN PERMISSION

THE AASHTO MAINTENANCE MANUAL: THE MAINTENANCE AND MANAGEMENT OF ROADWAYS AND BRIDGES.

THIS CULVERT SHALL BE MAINTAINED IN ACCORDANCE WITH THE GUIDELINES CONTAINED IN THE CURRENT EDITION OF

CONTRACT, UNLESS OTHERWISE SPECIFIED ON THE PLANS.

THE COST OF ALL JOINT MATERIAL SHALL BE INCLUDED IN THE UNIT PRICES BID FOR THE VARIOUS ITEMS OF THE

ON FEDERAL HIGHWAY PROJECTS, FP-03.

CONSTRUCTION AND MATERIALS SPECIFICATIONS: STANDARD SPECIFICATIONSFOR CONSTRUCTION OF ROADS AND BRIDGES

LIVE LOAD: AASHTO HS - 20

IN EFFECT AS OF JULY 2013.

DESIGN SPECIFICATIONS: AASHTO LRFD BRIDGE DESIGN SPECIFICATIONS FOR HIGHWAY BRIDGES WITH ALL PROVISIONS

6.

5.

4.

3.

2.

1.

1.

3.

2.

1.

1.

GENERAL NOTES:

FOUNDATION NOTES:

REMOVAL NOTES:

STREAM PROTECTION NOTES:

WATER DIVERSION NOTES:

3.

2.

1.

WINTER NOTES:

ALL DITCHES AND SWALES SHALL BE STABILIZED PRIOR TO DIRECTING RUNOFF TO THEM.

GRADE.

ALL ROADWAYS AND PARKING LOTS SHALL BE STABILIZED WITHIN 72 HOURS OF ACHIEVING FINISHED

GRADE.

ALL CUT AND FILL SLOPES SHALL BE SEEDED/LOAMED WITHIN 72 HOURS OF ACHIEVING FINISHED

RAINFALL.

ALL EROSION CONTROL MEASURES SHALL BE INSPECTED WEEKLY AND AFTER EVERY HALF-INCH OF

ALL AREAS SHALL BE STABILIZED WITHIN 45 DAYS OF INITIAL DISTURBANCE.

OR, EROSION CONTROL BLANKETS HAVE BEEN PROPERLY INSTALLED.4.4.

INSTALLED.

A MINIMUM OF 3 INCHES ON NON-EROSIVE MATERIAL SUCH AS STONE OR RIPRAP HAS BEEN 4.3.

A MINIMUM OF 85 PERCENT VEGETATED GROWTH HAS BEEN ESTABLISHED.4.2.

BASE COURSE GRAVELS HAVE BEEN INSTALLED IN AREAS TO BE PAVED.4.1.

AN AREA SHALL BE CONSIDERED STABLE IF ONE OF THE FOLLOWING HAS OCCURRED:

SHALL EXCEED 5 ACRES AT ANY ONE TIME BEFORE DISTURBED AREAS ARE STABILIZED.

THE SMALLEST PRACTICAL AREA SHALL BE DISTURBED DURING CONSTRUCTION, BUT IN NO CASE

VOLUME 3, "EROSION AND SEDIMENT CONTROLS DURING CONSTRUCTION" LATEST EDITION.

EROSION CONTROL MEASURES SHALL COMPLY WITH THE NEW HAMPSHIRE STORMWATER MANUAL,

AREAS.

CONTROL MEASURES SHALL BE REMOVED ONLY UPON THE ESTABLISHMENT OF ALL VEGETATED

INSTALL ALL EROSION CONTROL MEASURES PRIOR TO EARTH MOVING OPERATIONS. EROSION

GENERAL EROSION CONTROL NOTES:

1.

2.

3.

4.

5.

6.

7.

8.

9.

10.

PER NHDOT ITEM 304.3.

THE WINTER SEASON, SHALL BE PROTECTED WITH A MINIMUM OF 3 INCHES OF CRUSHED GRAVEL

AFTER NOVEMBER 15, INCOMPLETE ROAD OR PARKING SURFACES, WHERE WORK HAS STOPPED FOR

CONDITIONS.

TEMPORARILY WITH STONE OR EROSION CONTROL BLANKETS APPROPRIATE FOR THE DESIGN FLOW

BY OCTOBER 15, OR WHICH ARE DISTURBED AFTER OCTOBER 15, SHALL BE STABILIZED

ALL DITCHES OR SWALES WHICH DO NOT EXHIBIT A MINIMUM OF 85 PERCENT VEGETATIVE GROWTH

ADVANCE OF THAW OR SPRING MELT EVENTS.

NOT OCCUR OVER ACCUMULATED SNOW OR ON FROZEN GROUND AND SHALL BE COMPLETED IN

AND NETTING SHALL ELSEWHERE. THE INSTALLATION OF EROSION CONTROL BLANKETS OR MULCH

SECURED WITH ANCHORED NETTING, SEEDING AND PLACING 3 TO 4 TONS OF MULCH PER ACRE, SEEDING AND INSTALLING EROSION CONTROL BLANKETS ON SLOPES GREATER THAN 3:1, AND

GROWTH BY OCTOBER 15, OR WHICH ARE DISTURBED AFTER OCTOBER 15, SHALL BE STABILIZED BY

ALL PROPOSED VEGETATED AREAS THAT DO NOT EXHIBIT A MINIMUM OF 85 PERCENT VEGETATIVE 10.1.

10.2.

10.3.

U.S. DEPARTMENT OF AGRICULTURE

FOREST SERVICE

Drawing Title

Scale

Date

CAD File No.

Checked

Design/Drawn

Drawing No.

Project

Date

Project Name

U E

R T

A

R

P D E

TMENT AOF

LUGRIC

No.

Revision/Issue

General Notes

Sheet of

R-9

EASTERN REGION

White Mountain National Forest

Androscoggin Ranger District

NEAT# 07-178LCP

MDM

SEPTEMBER 6, 2013

Engineering Department White Mountain National Forest

71 White Mountain Drive, Campton, NH 03223

603-536-6100

Project Contact

Roads and Site Renovation

Dolly Copp Campground

8/15-9/15

4/1-6/1 OR0.7 LBSPERENNIAL RYEGRASS 30 LBS

4/1-6/11 LB40 LBSANNUAL RYEGRASS

SPRING -5/152 LBS80 LBSOATS

8/15-9/152.5 LBS112 LBSWINTER RYE

DATESPER 1,000 S.F.PER ACRESPECIES

SEED MIXTURE SHALL BE ANY OF THE FOLLOWING:

2 INCHES BEFORE APPLYING FERTILIZER, LIME, AND SEED.

WHERE SOIL HAS BEEN COMPACTED BY CONSTRUCTION OPERATIONS, LOOSEN SOIL TO A DEPTH OF

REMOVE STONES AND TRASH SO AS NOT TO INTERFERE WITH THE SEEDING AREA.

TEMPORARY

1000 SF.

MULCH WITH SEEDLESS HAY, OAT, WHEAT OR BARLEY STRAW MULCH AT A RATE OF 2 BALES PER

SEEDBED SHALL BE FIRMED FOLLOWING SEEDING OPERATIONS WITH A ROLLER, OR LIGHT DRAG.

GERMINATION RATE OF NOT LESS THAN 80% AND A PURITY OF NOT LESS THAN 85%..

SERVICE'S "CONSERVATION MIX" AT A RATE OF 0.5LBS/1000 SF. MIXTURE IS TO HAVE A

SOW UNIFORMLY WITH LAST YEAR'S CROP OF THE LOCAL NATURAL RESOURCE CONSERVATION

APPLY LIMESTONE AT THE RATE OF 3 TONS PER ACRE.

WIRE, CABLE, TREE ROOTS, CONCRETE, CLODS, LUMPS, TRASH OR OTHER UNSUITABLE MATERIAL.

ALL STONES 2 INCHES OR LARGER IN ANY DIMENSION. REMOVE ALL OTHER DEBRIS, SUCH AS

SPREAD LOAM TO A MINIMUM DEPTH OF 4-INCHES AFTER ROLLING. REMOVE FROM THE SURFACE

SEEDING NOTES:

PER NHDOT ITEM 304.3.

THE WINTER SEASON, SHALL BE PROTECTED WITH A MINIMUM OF 3 INCHES OF CRUSHED GRAVEL

AFTER NOVEMBER 15, INCOMPLETE ROAD OR PARKING SURFACES, WHERE WORK HAS STOPPED FOR

CONDITIONS.

TEMPORARILY WITH STONE OR EROSION CONTROL BLANKETS APPROPRIATE FOR THE DESIGN FLOW

BY OCTOBER 15, OR WHICH ARE DISTURBED AFTER OCTOBER 15, SHALL BE STABILIZED

ALL DITCHES OR SWALES WHICH DO NOT EXHIBIT A MINIMUM OF 85 PERCENT VEGETATIVE GROWTH

ADVANCE OF THAW OR SPRING MELT EVENTS.

NOT OCCUR OVER ACCUMULATED SNOW OR ON FROZEN GROUND AND SHALL BE COMPLETED IN

AND NETTING SHALL ELSEWHERE. THE INSTALLATION OF EROSION CONTROL BLANKETS OR MULCH

SECURED WITH ANCHORED NETTING, SEEDING AND PLACING 3 TO 4 TONS OF MULCH PER ACRE, SEEDING AND INSTALLING EROSION CONTROL BLANKETS ON SLOPES GREATER THAN 3:1, AND

GROWTH BY OCTOBER 15, OR WHICH ARE DISTURBED AFTER OCTOBER 15, SHALL BE STABILIZED BY

ALL PROPOSED VEGETATED AREAS THAT DO NOT EXHIBIT A MINIMUM OF 85 PERCENT VEGETATIVE

"2

"4

1"

1"

DEPTH

1.

2.

3.

1.

2.

3.

4.

5.

SAVED, SUCH ROOTS SHOULD BE CUT NEATLY.

IT BECOMES NECESSARY TO CUT ROOTS OF PLANTS TO BE

TO BE REMOVED. IF, IN ORDER TO PERFORM EXCAVATION WORK,

CAUTION TO PROTECT ROOT SYSTEMS OF TREES NOT INDICATED

WHEN EXCAVATING & FILLING IN TREE AREAS, USE EXTREME

NECESSARY, BY APPROVAL OF THE USFS.

COMPLETE. FINISH GRADES SHALL BE ADJUSTED IN FIELD, WHEN

CONTRACTOR SHALL NOTIFY USFS WHEN ROUGH GRADING IS

TO THE USFS.

SHALL BE RESTORED TO ITS ORIGINAL CONDITION AT NO COST

ANY AREA OUTSIDE THE LIMIT OF WORK THAT IS DISTURBED

THE USFS.

ENCOUNTERED WILL BE USED ON-SITE IN AREAS DESIGNATED BY

EXCESS OF LOAM NOT BE REMOVED FROM SITE. ANY

EXCAVATION & GRADING OPERATIONS. LOAM OR TOPSOIL SHALL

FULL DEPTH WITHIN LIMIT OF GRADING BEFORE COMMENCING

CONTRACTOR SHALL STRIP & STOCKPILE EXISTING TOPSOIL TO

OR DEBRIS ONTO PUBLIC ROADS.

MAINTAINED TO PREVENT TRACKING OR FLOWING OF SEDIMENT

ALL POINTS OF CONSTRUCTION EGRESS OR INGRESS SHALL BE

CONSTRUCTION & REPORT ANY DISCREPANCIES TO THE USFS.

CONTRACTOR SHALL VERIFY PROPOSED GRADES PRIOR TO

CONDITIONS TO THE USFS.

REPORT ANY DISCREPANCIES BETWEEN PLANS & ACTUAL

CONTRACTOR SHALL VERIFY ALL CONDITIONS IN THE FIELD &

GENERAL GRADING NOTES:

7.

6.

5.

4.

3.

2.

1.

GENERAL LAYOUT NOTES:

CLEANED ACCORDING TO MANUFACTURER'S RECOMMENDATIONS.

MANUFACTURED ITEMS SHALL BE INSTALLED, CONNECTED, &

PERSONS, & PROPERTY FROM DAMAGE.

FENCES TO PROPERLY PROTECT THE WORK, EQUIPMENT,

CONTRACTOR SHALL MAINTAIN PROPER SIGNS, BARRICADES, &

CONDITIONS AT THE CONSTRUCTION LIMITS.

BLEND ALL WORK OF THIS CONTRACT SMOOTHLY INTO EXISTING

IDENTIFIED WORK CONTRACT.

ANY DISTURBANCE ON THE SITE WHICH IS NOT PART OF THE

ITEMS DAMAGED OUTSIDE OF THE CONSTRUCTION LIMITS, OR

CONTRACTOR IS RESPONSIBLE TO REPAIR OR REPLACE ALL

MUFFLERS.

AS POSSIBLE. ALL POWER EQUIPMENT SHALL BE EQUIPPED W/

CONTRACTOR SHALL CONTROL NOISE TO AS GREAT AN EXTENT

PRIOR TO CONSTRUCTION.

VERTICAL & HORIZONTAL POSITION OF EXISTING UTILITIES

POSITION. CONTRACTOR IS RESPONSIBLE FOR VERIFYING THE

ALL EXISTING UTILITIES ARE SHOWN IN THEIR RELATIVE

SHALL BE WITHIN THE LIMITS OF CONSTRUCTION.

STORAGE AREA FOR CONTRACTOR'S EQUIPMENT & MATERIAL

THE USFS PRIOR TO CONSTRUCTION.

DISCREPANCIES. FIELD ADJUSTMENTS MUST BE APPROVED BY

CONSTRUCTION. USFS SHALL BE NOTIFIED OF ANY

ALL NEW WORK SHALL BE STAKED OUT PRIOR TO

PERMITS PRIOR TO BEGINNING WORK.

CONTRACTOR SHALL OBTAIN ALL NECESSARY APPROVALS &

SITE CONDITIONS PRIOR TO THE START OF WORK.

CONTRACTOR SHALL VISIT THE SITE TO VALIDATE ALL EXISTING

5.

4.

3.

2.

1.

10.

9.

8.

7.

6.

DWG. NO. DRAWING TITLE SHT. NO.

INDEX OF DRAWINGS

RAILING DETAILS - 3S-207

RAILING DETAILS - 2S-206

RAILING DETAILS - 1S-205

CULVERT DETAILSS-204

PROPOSED SECTIONSS-203

GENERAL NOTESS-202

GENERAL PLAN & ELEVATIONS-201

GENERAL NOTES

AS NOTED

S-202

GENERAL NOTES

Roads and Site Renovation

Dolly Copp Campground

Roads and Site Renovation

Dolly Copp Campground

Drawing Title

Scale

Date

CAD File No.

Checked

Design/Drawn

Drawing No.

Project

Date

Project Name

No.

Revision/Issue

General Notes

Sheet of 100

Engineering Department White Mountain National Forest

71 White Mountain Drive, Campton, NH 03223 603-536-6100

Project Contact

Dolly Copp Campground Roads and Site Renovation

071_L-601

N.T.S.

1 TEMPORARY GRAVEL CONSTRUCTION EXIT

SCALE: NTS

2 STONE CHECK DAM

SCALE: NTS

3 SILT FENCE

SCALE: NTS

4 SEDIMENT BAG

SCALE: NTS

5 EROSION BLANKETS - SLOPE PROTECTION

SCALE: NTS

6 EROSION BLANKETS - CHANNEL PROTECTION

SCALE: NTS

7 STRAW BALE BARRIER

SCALE: NTS

ITEM 15702 ITEM 62901, TYPE 2D

ITEM 62901, TYPE 2D

ITEM 15707

ITEM 15708 ITEM 15710

SUBSIDIARY TO ITEM 15101

CONSTRUCTION SEQUENCE:

071_L-601