Issuu

FOR SALE

126 Cummings Cove Rd MEREDITH, NEW HAMPSHIRE

Custom-Built Luxury in Meredith’s Winnipesaukee

2 BEDS

3.5 BATHS

Colony Club! 3,558 SQFT

THEDOWGROUP.COM

126 Cummings Cove was designed with exceptional attention to detail at every turn, from the construction and mechanical systems to the custom millwork, lighting, stonework and finishes throughout.

THEDOWGROUP.COM

Welcome to your new home! NEW CONSTRUCTION 2025 | LAKE WINNIPESAUKEE ACCESS | DEEDED BOAT SLIP. Custom built by a builder as his personal home, 126 Cummings Cove was designed with exceptional attention to detail at every turn, from the construction and mechanical systems to the custom millwork, lighting, stonework and finishes throughout. Located in Meredith’s Winnipesaukee Colony Club, the home includes a deeded 24' x 8'6" boat slip just steps away. The setting gives you the best of both worlds, just steps from the community docks and sandy beach, yet set back enough that you are not right on top of the activity. The home overlooks a groomed wooded association lot with serene lake views, offering a sense of privacy while keeping all of the lake amenities close by. Association amenities also include two waterfront patios, tennis court and kayak racks. Inside, walls of windows capture the peaceful lake setting while custom multi width white oak floors, a stone fireplace, oak staircase and layered custom lighting showcase the craftsmanship throughout. The showpiece kitchen features custom cabinetry, panel covered Thermador refrigeration, full size wine refrigerator, dual fuel double oven, oversized island with Fantasy Brown honed granite waterfall countertops, white oak coffered ceiling and unlacquered brass fixtures designed to naturally patina over time. Eight foot Marvin doors connect the interior to multiple outdoor living spaces, including a large patio with firepit, covered deck, balcony and lake view hot tub. The primary suite enjoys lake views and a marble bath with soaking tub and eight head smart shower. While served by a State approved 2 bedroom septic system, the home offers five separate finished sleeping areas, creating tremendous flexibility for hosting family and guests. A wet bar, home theater, bunk area, heated two car garage and two laundry areas make this an ideal four season lake home. Sold turnkey and ready to use.

2 Bed | 3.5 Bath | 3,558 Sq Ft

THEDOWGROUP.COM

Offered at $2,195,000

24 Ft Deeded Slip

MAIN HOUSE DINING / LIVING ROOM

Kitchen

Dining Area

MAIN HOUSE DINING / LIVING ROOM

Living Room

Theatre

Entertaing Lounge

MAIN HOUSE DINING / LIVING ROOM

Primary Bedroom

Bedroom

Bonus Rooms

Deck & Patio

House Exterior

MAIN HOUSE DINING / LIVING ROOM

Winnipesaukee Colony Club

Floorplan:

2 Bed | 3.5 Bath | 3,558 Sq Ft

THEDOWGROUP.COM

Offered at $2,195,000

09/23/2026 10:01 AM Residential Single Family 5111067 Coming Soon

126 Cummings Cove Road Meredith Unit/Lot #

NH 03253

Listed: 9/23/2026 Closed: DOM: 0

County Village/Dist/Locale Year Built Architectural Style

Page 1 of 2 $2,195,000

NH-Belknap

2025 Contemporary, Modern Architecture Color Gray Taxes TBD No Tax Annual Amount $8,524.67 Tax Year 2025 Rooms Total 10 Bedrooms Total 2 Bathrooms Total 5 Bathrooms Full 3 Bathrooms Three Quarter 1 Bathrooms Half 1 Above Grade Finished Area 2,592 Below Grade Finished Area 966 Total Finished Area 3,558 Lot Size Acres 0.35 Lot Size Square Feet 15,246 Activation Date 9/26/2026 Directions Follow Meredith Neck Road and turn right onto Eaton Avenue. Continue on Eaton Avenue, then turn onto Cummings Cove Road, house on left Virtual Tour URL Unbranded

Public Remarks NEW CONSTRUCTION 2025 | LAKE WINNIPESAUKEE ACCESS | DEEDED BOAT SLIP. Custom built by a builder as his personal home, 126 Cummings Cove was designed with exceptional attention to detail at every turn, from the construction and mechanical systems to the custom millwork, lighting, stonework and finishes throughout. Located in Meredith’s Winnipesaukee Colony Club, the home includes a deeded 24' x 8'6" boat slip just steps away. The setting gives you the best of both worlds, just steps from the community docks and sandy beach, yet set back enough that you are not right on top of the activity. The home overlooks a groomed wooded association lot with serene lake views, offering a sense of privacy while keeping all of the lake amenities close by. Association amenities also include two waterfront patios, tennis court and kayak racks. Inside, walls of windows capture the peaceful lake setting while custom multi width white oak floors, a stone fireplace, oak staircase and layered custom lighting showcase the craftsmanship throughout. The showpiece kitchen features custom cabinetry, panel covered Thermador refrigeration, full size wine refrigerator, dual fuel double oven, oversized island with Fantasy Brown honed granite waterfall countertops, white oak coffered ceiling and unlacquered brass fixtures designed to naturally patina over time. Eight foot Marvin doors connect the interior to multiple outdoor living spaces, including a large patio with firepit, covered deck, balcony and lake view hot tub. The primary suite enjoys lake views and a marble bath with soaking tub and eight head smart shower. While served by a State approved 2 bedroom septic system, the home offers five separate finished sleeping areas, creating tremendous flexibility for hosting family and guests. A wet bar, home theater, bunk area, heated two car garage and two laundry areas make this an ideal four season lake home. Sold turnkey and ready to use. Showings begin at Open House Saturday 09/26 10am-12pm

STRUCTURE Property Condition Existing Estimated Construction Materials Wood Frame, Composition Exterior, Spray Foam Insulation Foundation Details Concrete Basement Yes Basement Access Type Walkout Roof Architectural Shingle Parking Features Auto Open, Direct Entry, Finished, Heated Garage, Driveway, Garage, Parking Spaces 4, Attached Garage Yes Garage Capacity 2

SCHOOLS, LOT AND LOCATION SchDistrct Inter-Lakes Coop Sch Dst Deed Recorded Type Warranty SchElem Inter-Lakes Elementary Total Deeds SchMiddle Inter-Lakes Middle School Deed Book 3616 SchHigh Inter-Lakes High School Deed Page 740

List $/SqFt Fin ABV Grade Above Grade Unfinished Area Below Grade Unfinished Area ROOMS Kitchen 2 Bedroom Living/Dining 2 Bathroom Full Laundry Room 2 Bonus Room Primary BR Suite 2 Bonus Room Bathroom One 2 Living Room

$846.84 0 176

WATER Waterfront Property No Water View Yes Water Body Access Yes Water Body Name Lake Winnipesaukee Water Body Type Lake Water Frontage Length Water Access Details Beach Access, Deep Water Access, Dock Access, Shared-Private WaterFrRit Water Body Restrictions Unknown

Owned Land Yes Lot Features Landscaped, Level, Near Golf Course, Near Shopping, Near Skiing, Neighborhood, Near Hospital, Near School(s)

1 1 1 1 1

09/23/2026 10:01 AM

5111067 126 Cummings Cove Road

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UTILITIES AND FEATURES Utilities Cable at Site, Propane, Underground Utilities Heating Propane, Air to Air Heat Exchanger, Baseboard, Hot Water, Multi Zone, Gas Fireplace Electric 200+ Amp Service, Circuit Breaker(s), Underground Cooling Central AC Water Source Drilled Well, Private, Purifier/Soft Sewer 1000 Gallon, Concrete, Leach Field, Private, Septic Design Available

Exterior Features Docks, Balcony, Deck, Garden Space, Hot Tub, Natural Shade, Patio, Porch, Covered Porch, Slip, Storage, Tennis Court, Window Screens Interior Features Bar, Blinds, Cathedral Ceiling, Ceiling Fan, Dining Area, Gas Fireplace, 1 Fireplace, Furnished, Hearth, Home Theater Wiring, Hot Tub, Kitchen Island, Kitchen/Dining, LED Lighting, Living/Dining, Primary BR w/ BA, Natural Light, Natural Woodwork, Security, Soaking Tub, Indoor Storage, Surround Sound Wiring, Vaulted Ceiling, Walk-in Closet, Walk-in Pantry, Wet Bar, Programmable Thermostat, 1st Floor Laundry, Basement Laundry, Smart Thermostat, Pot Filler Flooring Combination, Hardwood, Marble, Tile, Wood Appliances Gas Cooktop, Dishwasher, Dryer, Range Hood, Freezer

CONDO/ASSOCIATION - MOBILE - AUCTION Condo Name Building Number Units Per Building Condo Fees Association Amenities Landscaping, Basketball Court, Beach Access, Beach Rights, Boat Launch, Boat Slip/Dock, Common Acreage, Day Dock, Tennis Court

Mobile Park Name Mobile Park Approval Mobile Co-Op Mobile Must Move

Auction Date Auction Time Auctioneer Name

DISCLOSURES Fee $1,000.00 Fee 2 Fee 3

Yearly

HOA Fee

Special Listing Condition None Sale Includes Furnishings Exclusions Personal Items Pets Allowed Yes

Timeshare/Fract. Ownrshp No Flood Zone Unknown Seasonal No Right of First Refusal No

PREPARED BY Shanna Bekar Cell: 603-234-4975 shanna@adamdow.com My Office Info: KW Coastal and Lakes & Mountains Realty/Meredith 66 NH Route 25 Meredith NH 03253 Off: 603-569-4663

Listed By:

Adam Dow / KW Coastal and Lakes & Mountains

Subject to errors, omissions, prior sale, change or withdrawal without notice. Users are advised to independently verify all information. The agency referenced may or may not be the listing agency for this property. PrimeMLS is not the source of information presented in this listing. Copyright 2026 PrimeMLS.

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PROPERTY DISCLOSURE - RESIDENTIAL ONLY New Hampshire Association of REALTORS® Standard Form TO BE COMPLETED BY SELLER The following answers and explanations are true and complete to the best of SELLER'S knowledge. This statement has been prepared to assist prospective BUYERS in evaluating SELLER'S property. This disclosure is not a warranty of any kind by the SELLER, or any real estate FIRM representing the SELLER, and is not a substitute for any inspection by the BUYER. SELLERS authorize FIRM in this transaction to disclose the information in this statement to other real estate agents and to prospective buyers of this property. NOTICE TO SELLER(S): COMPLETE ALL INFORMATION AND STATE NOT APPLICABLE OR UNKNOWN AS APPROPRIATE. IF ANY OF THE INFORMATION IN THIS PROPERTY DISCLOSURE FORM CHANGES FROM THE DATE OF COMPLETION, YOU ARE TO NOTIFY THE LISTING FIRM PROMPTLY IN WRITING.

SELLER: FAIT COVE, LLC

PROPERTY LOCATION: 126 Cummings Cove Road, Meredith, NH 03253

CONDOMINIUM, CO-OP, PUD DISCLOSURE RIDER OR MULTIFAMILY DISCLOSURE RIDER ATTACHED? ___Yes ___No

SELLER:

WATER SUPPLY Please answer all questions regardless of type of water supply. a. TYPE OF SYSTEM: Public Private Seasonal Other Drilled Dug

has

has not

occupied the property for 1

b. INSTALLATION: Location: Front right Installed By: Contoocook What is the source of your information? c.

years.

Unknown

Date of Installation: 09/11/2024

USE: Number of persons currently using the system: 5 Does system supply water for more than one household?

Yes

d. MALFUNCTIONS: Are you aware of or have you experienced any malfunctions with the (public/private/other) water systems? Pump: Yes No N/A Quantity: Yes No Quality: Yes No Unknown If YES to any question, please explain in Comments below or with attachment. e.

WATER TEST: Have you had the water tested? Yes No Date of most recent test IF YES to any question, please explain in Comments below or with attachment. Are you aware of any test results reported as unsatisfactory or satisfactory with notations? Yes IF YES, are test results available? Yes No What steps were taken to remedy the problem? COMMENTS:

SEWAGE DISPOSAL SYSTEM a. TYPE OF SYSTEM: Public: Private:

Yes Yes

No No

Community/Shared: Unknown Septic Design Available:

Yes

Yes No b. IF PUBLIC OR COMMUNITY/SHARED Have you experienced any problems such as line or other malfunctions? Yes No What steps were taken to remedy the problem? c. IF PRIVATE: TANK: Septic Tank Holding Tank Cesspool Unknown Other Tank Size 1025 Gal. Unknown Other Tank Type Concrete Metal Unknown Other Location: Left of home Location Unknown. Date of Installation: 02/20/2024 Date of Last Servicing: Name of Company Servicing Tank: Have you experienced any malfunctions? Yes No COMMENTS: SELLER(S) INITIALS

KF 09/23/26 1:03 PM EDT dotloop verified

BUYER(S) INITIALS

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PROPERTY DISCLOSURE - RESIDENTIAL ONLY New Hampshire Association of REALTORS® Standard Form TO BE COMPLETED BY SELLER PROPERTY LOCATION: 126 Cummings Cove Road, Meredith, NH 03253 d. LEACH FIELD:

Yes

Other

IF YES, Location: Left of home

Size: 2 bedroom

Date of installation of leach field: 02/20/2024

Unknown

Installed By:

Have you experienced any malfunctions?

Yes

Comments: e.

IS SYSTEM LOCATED ON “DEVELOPED WATERFRONT” as described in RSA 485-A? IF YES, has a septic system evaluation been done within 180 days? Yes No

Yes No Unknown

Unknown

Date of Evaluation: Comments: FOR ADDITIONAL INFORMATION THE BUYER IS ENCOURAGED TO CONTACT THE NH DEPARTMENT OF ENVIRONMENTAL SERVICES SUBSURFACE SYSTEMS BUREAU, 603-271-3501 7.

INSULATION

LOCATION Attic or Cap Crawl Space Exterior Walls Floors

Yes

Unknown

If YES, Type

Amount

Unknown

Spray Foam Spray Foam Spray Foam Spray Foam

HAZARDOUS MATERIAL a. UNDERGROUND STORAGE TANKS - Current or previously existing: Are you aware of any past or present underground storage tanks on your property? Yes No IF YES: Are tanks currently in use? Yes No IF NO: How long have tank(s) been out of service? What materials are, or were, stored in the tank(s)? Age of tank(s): Size of tank(s): Location: Are you aware of any past or present problems such as leakage, etc? Yes No Comments: If tanks are no longer in use, have the tanks been removed? Yes No Unknown Comments:

Unknown

b. ASBESTOS - Current or previously existing: As insulation on the heating system pipes or ducts? In the siding? In flooring tiles?

Yes Yes

No No

Unknown Unknown

Yes

Unknown

In the roofing shingles? Other

Yes Yes

No No

Unknown Unknown

If YES, Source of information: Comments: c.

RADON/AIR - Current or previously existing: Has the property been tested?

Yes

Unknown

If YES: Date:

By:

Results:

If applicable, what remedial steps were taken?

Has the property been tested since remedial steps? Are test results available?

Yes

Comments: SELLER(S) INITIALS

/ BUYER(S) INITIALS / 09/23/26 09/23/26 1:03 PM EDT 1:31 PM EDT dotloop verifiedOF dotloop verified INC. ALL RIGHTS RESERVED. FOR USE BY NHAR REALTOR® MEMBERS ONLY. ALL OTHER USE PROHIBITED © 2025 NEW HAMPSHIRE ASSOCIATION REALTORS®, Page 2 of 5

10.2025

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PROPERTY DISCLOSURE - RESIDENTIAL ONLY New Hampshire Association of REALTORS® Standard Form TO BE COMPLETED BY SELLER PROPERTY LOCATION: 126 Cummings Cove Road, Meredith, NH 03253 d. RADON/WATER - Current or previously existing: Has the property been tested? Yes No Unknown If YES: Date: By: Results: If applicable, what remedial steps were taken? Has the property been tested since remedial steps? Yes No Are test results available? Yes No Comments: e.

LEAD-BASED PAINT - Current or previously existing: Are you aware of lead-based paint on this property? Yes No If YES: Source of information: Are you aware of any cracking, peeling, or flaking lead-based paint? Comments: Are you aware of any other hazardous materials? If YES: Source of information: Comments:

Yes

GENERAL INFORMATION a. Is this property subject to liens, encroachments, easements, rights-of-way, leases, restrictive covenants, attachments, life estates, or right of first refusal? Yes No Unknown If YES, Explain: What is your source of information? b. Is this property subject to special assessments, betterment fees, association fees, or any other transferable fees? Yes No Unknown If YES, Explain: Just the $1,000 association fee What is your source of information? c. Are you aware of any onsite landfills or any other factors, such as soil, flooding, drainage, etc? No If YES, Explain: Yes d. Are you aware of any problems with other buildings on the property? Yes No If YES, Explain: e. Are you receiving a tax exemption or reduction for this property for any reason including but not limited to current use, land conservation, etc.? Yes No Unknown If YES, Explain: f. Is this property located in a Federally Designated Flood Hazard Zone? Yes No Unknown Comments: g. Has the property been surveyed? Yes No Unknown If YES, By: Meridian If YES, is survey available? Yes No Unknown h. How is the property zoned? Residential i.

Heating System Age: 2025

Type: Propane

Fuel: Gas

Tank Location: Left of home

Owner of Tank: Annual Fuel Consumption:

Price:

Gallons:

Date system was last serviced and by whom? Secondary Heat Systems: j.

Comments: Type of Roof Covering: Architecture shingle Roof Age: 2025 Moisture or leakage: Comments:

SELLER(S) INITIALS

BUYER(S) INITIALS

09/23/26 09/23/26 1:03 PM EDT 12:48 PM EDT © 2025 NEW HAMPSHIRE ASSOCIATION REALTORS®, dotloop verifiedOF dotloop verified INC. ALL RIGHTS RESERVED. FOR USE BY NHAR REALTOR® MEMBERS ONLY. ALL OTHER USE PROHIBITED

Page 3 of 5

10.2025

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PROPERTY DISCLOSURE - RESIDENTIAL ONLY New Hampshire Association of REALTORS® Standard Form TO BE COMPLETED BY SELLER PROPERTY LOCATION: 126 Cummings Cove Road, Meredith, NH 03253 k.

Foundation/Basement Moisture or leakage: No Comments:

Chimney(s) How Many? 1 Comments:

Full

Partial

Other:

Type:

Lined? Yes

Last Cleaned:

m. Plumbing Type: Comments:

Problems? Age:

n. Domestic Hot Water Age:

Gallons:

Type:

o. Electrical System # of Amps 400 Circuit Breakers Comments: Solar Panels: Leased Owned If leased, explain terms of agreement: Comments:

Fuses

p. Modifications: Are you aware of any modifications or repairs made without the necessary permits? If Yes, please explain: q. Pest Infestation: Are you aware of any past or present pest infestations? Comments:

Yes

Type:

Methamphetamine Production Do you have knowledge of methamphetamine production ever occurring on the property? (Per RSA 477:4-g) Yes No If YES, please explain:

Air Conditioning Type: Central Comments:

Pool Age:

Heated:

Age: 2025 Yes

Date Last Serviced and by whom:

Type:

Last Date of Service:

By Whom: u. Generator Portable: If Portable: Comments: v.

Yes No Included

Whole House: Negotiable

Yes

Kw/Size:

Last Date of Service:

Internet Type Currently Used at Property: Fidium

w. Other (e.g. Alarm System, Irrigation System, etc.) Comments: NOTICE TO PURCHASER(S): PRIOR TO SETTLEMENT YOU SHOULD EXERCISE WHATEVER DUE DILIGENCE YOU DEEM NECESSARY WITH RESPECT TO ADJACENT PARCELS IN ACCORDANCE WITH THE TERMS AND CONDITIONS AS MAY BE CONTAINED IN PURCHASE AND SALES AGREEMENT AND DEPOSIT RECEIPT. YOU SHOULD EXERCISE WHATEVER DUE DILIGENCE YOU DEEM NECESSARY WITH RESPECT TO INFORMATION ON ANY SEXUAL OFFENDERS REGISTERED UNDER NH RSA CHAPTER 651-B. SUCH INFORMATION MAY BE OBTAINED BY CONTACTING THE LOCAL POLICE DEPARTMENT.

SELLER(S) INITIALS

/ BUYER(S) INITIALS / 09/23/26 09/23/26 1:03 PM EDT 12:48 PM EDT © 2025 NEW HAMPSHIRE ASSOCIATION REALTORS®, dotloop verified OF dotloop verified INC. ALL RIGHTS RESERVED. FOR USE BY NHAR REALTOR® MEMBERS ONLY. ALL OTHER USE PROHIBITED Page 4 of 5

10.2025

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PROPERTY DISCLOSURE - RESIDENTIAL ONLY New Hampshire Association of REALTORS® Standard Form TO BE COMPLETED BY SELLER PROPERTY LOCATION: 126 Cummings Cove Road, Meredith, NH 03253 10. ADDITIONAL INFORMATION a. ATTACHMENT EXPLAINING CURRENT PROBLEMS, PAST REPAIRS, OR ADDITIONAL INFORMATION? Yes No b. ADDITIONAL COMMENTS: New construction everything is new

ACKNOWLEDGEMENTS: SELLER ACKNOWLEDGES THAT HE/SHE HAS PROVIDED THE ABOVE INFORMATION AND THAT SUCH INFORMATION IS ACCURATE, TRUE AND COMPLETE TO THE BEST OF HIS/HER KNOWLEDGE. SELLER AUTHORIZES THE LISTING BROKER TO DISCLOSE THE INFORMATION CONTAINED HEREIN TO OTHER BROKERS AND PROSPECTIVE PURCHASERS. SELLER(S) MAY BE RESPONSIBLE AND LIABLE FOR ANY FAILURE TO PROVIDE KNOWN INFORMATION TO BUYER(S).

Keith Fait

dotloop verified 09/23/26 1:03 PM EDT ONNP-QBVQ-QBMH-S9R7

SELLER

DATE

dotloop verified 09/23/26 12:48 PM EDT J6EB-DZLJ-FI4D-PQS3

Cody Fait SELLER

DATE

BUYER ACKNOWLEDGES RECEIPT OF THIS PROPERTY DISCLOSURE RIDER AND HEREBY UNDERSTANDS THE PRECEDING INFORMATION WAS PROVIDED BY SELLER AND IS NOT GUARANTEED BY BROKER/AGENT. THIS DISCLOSURE STATEMENT IS NOT A REPRESENTATION, WARRANTY OR GUARANTY AS TO THE CONDITION OF THE PROPERTY BY EITHER SELLER OR BROKER. BUYER IS ENCOURAGED TO UNDERTAKE HIS/HER OWN INSPECTIONS AND INVESTIGATIONS VIA LEGAL COUNSEL, HOME, STRUCTURAL OR OTHER PROFESSIONAL AND QUALIFIED ADVISORS AND TO INDEPENDENTLY VERIFY INFORMATION DIRECTLY WITH THE TOWN OR MUNICIPALITY.

BUYER

SELLER(S) INITIALS

DATE

BUYER

/ 09/23/26 09/23/26 1:03 PM EDT 12:48 PM EDT dotloop verified dotloop verified

DATE

BUYER(S) INITIALS

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PROPERTY DISCLOSURE RIDER CONDOMINIUM, CO-OP, PUD AND OTHER HOMEOWNER ORGANIZATIONS (To be used in conjunction with Property Disclosure - Residential) New Hampshire Association of REALTORS® Standard Form In compliance with the requirements of RSA 477:4-f, the following information is provided to BUYER relative to the purchase of a condominium unit. RIGHT TO INFORMATION: In accordance with RSA 356-B:58, a party interested in purchasing a condominium unit has the right to obtain from the Condominium Unit Owner's Association the following information: a copy of the condominium declaration, by-laws, any formal rules of the association, a statement of monthly and annual fees and any special assessments made within the last 3 years. FaitCove LLC - 126 Cummings Cove Road Meredith NH 03253

Seller and Property Address:

Association Name (if applicable): Winnipesaukee Beach Colony Club Association Inc

Property Manager/Agent:

GENERAL AND LEGAL

Phone:

a. b. c. d. e. f.

Are there any Association or Corporation approvals required for transfer of Ownership? Is there a time share operation existing at Property? Is there a vacation rental operation or other organized rental program at Property? Are you aware of any rental, use or age restrictions? Number of allocated parking spaces available for this unit: 4 Are you aware of any pending or existing litigation? Yes No If Yes, please explain:

g. h.

Are the minutes of the Condominium Association annual meeting available? Are there any pet policies? Restrictions: Yes No Dogs/Cats Allowed:

MASTER INSURANCE POLICY a. Name of Company: b. Name of Agent:

Yes

Yes Yes Yes Yes

No No No No

Unknown Unknown Unknown Unknown

Yes No

Unknown

Phone:

FINANCIAL a. Monthly maintenance fee(s): $ 83 b. What do the monthly fees include? Air Conditioning Hot Water Cable TV Signal Landscaping Electricity Lot Rent Garage/Parking Real Property Tax Gas Recreation/Community Association Dues Other: Dock c. Are there any additional fees? If so, please specify: d. Are you aware of any special assessments or loans in effect at this time? If Yes, explain: Additional Comments:

Road Maintenance Sewer Snow Removal Trash Removal Water Yes

SELLER

dotloop verified 09/22/26 5:25 PM EDT WARE-9O5O-4VFQ-KK9G

DATE

dotloop verified 09/22/26 5:05 PM EDT O1XG-ZKSD-URTD-KJCG

Cody Fait

SELLER

DATE

BUYER

DATE

BUYER

DATE

126 Cummings Cove Rd MEREDITH, NEW HAMPSHIRE

Features & Finishes SMART HOME, TECHNOLOGY & AUDIO/VISUAL Common areas wired for speakers with two subwoofers, controlled through the WiiM Wi-Fi app. Home wired for fiber internet; currently ser viced by Fidium. Home wired for cable. Smart locks on all exterior doors with app control and fingerprint technology. Ecobee thermostats controlled by app. Outdoor security camera facing the driveway and patio. Two o u td o o r s p e a ke r s o n t h e d e c k n e a r t h e h o t t u b . Custom 7.2 surround-sound home theater with 100-inch smart TV and large sectional sofa. Th e a t e r r o o m f e a t u r e s a d d i t i o n a l R o c k w o o l i n s u l a t i o n i n t h e w a l l s a n d ceiling for soundproofing.

CONSTRUCTION & MECHANICAL SYSTEMS Builder-quality ½-inch ZIP System exterior sheathing. 2x6 KD exterior walls. B o s c h 2 0 S E E R h e a t - p u m p H VA C s y s t e m . Th r e e - z o n e H V A C s y s t e m . Whole-home ERV system. Whole-home dehumidifier. Two R h e e m p r o p a n e o n - d e m a n d wa te r h e a te r s d e s i g n e d to a cco m m o d a te the high-volume shower system. Whole-home water filtration and water-softening system. Four-zone outdoor irrigation system. Two - ca r h e a te d g a ra g e . Quiet-close simulated composite wood garage door.

FLOORING & INTERIOR FINISHES Custom finish-in-place, multi-width character-grade solid white oak flooring in 12-inch, 8-inch, and 5-inch widths. Stainless steel cable railing with custom oak treads and posts. Open-concept floor plan. Custom stone-veneered gas fireplace with built-in benches and drawer storage. Fireplace stone veneer coordinates with the kitchen hood.

2 Bed | 3.5 Bath | 3,558 Sq Ft

THEDOWGROUP.COM

Offered at $2,195,000

126 Cummings Cove Rd MEREDITH, NEW HAMPSHIRE

Features & Finishes KITCHEN Custom Timber J&K cabinets with soft-close hardware. P a n e l - c o v e r e d Th e r m a d o r r e f r i g e r a t o r . P a n e l - c o v e r e d Th e r m a d o r f r e e z e r . P a n e l - c o v e r e d Th e r m a d o r f u l l - s i z e w i n e r e f r i g e r a t o r . Th e r m a d o r d u a l - f u e l d o u b l e o v e n w i t h s i x - b u r n e r c o o k t o p a n d g r i d d l e . Th e r m a d o r d i s h w a s h e r . Th e r m a d o r d r a w e r m i c r o w a v e . Dual-faucet sink with strainer, cutting board, dr ying rack, vegetable bowls, and other accessories. Rohl custom unlacquered brass pot filler. Rohl faucets and hardware. Unlacquered brass fixtures designed to naturally patina over time. Custom low-voltage lighting throughout the kitchen, including coffered ceiling, under-cabinet, and toe-kick lighting carried through the appliances. Solid white oak coffered ceiling with custom crown molding. Fantasy Brow n honed granite countertops with waterfall edges on the oversized island. Matching Fantasy Brown granite backsplash. Matching granite benches on either side of the living room fireplace. Custom pantr y with matching cabinetr y and granite countertops. Eight-foot Marvin sliding doors to the deck. Wa l l o f w i n d ow s ove r l o o k i n g t h e l a ke , d o c k s , a n d p r i v a t e a s s o c i a t i o n beach. Large custom handmade solid-wood dining table. Custom handmade stone-veneer hood vent.

PRIMARY BEDROOM SUITE Large primar y bedroom with coffered ceiling and lake views. Custom en suite bathroom. Real marble tile throughout. Solid composite stone bathtub. Smart technology mirror with built-in heater. Extra-large closet. Custom shower with Moen smart control panel and eight shower heads. Private toilet room with smart toilet seat.

2 Bed | 3.5 Bath | 3,558 Sq Ft

Offered at $2,195,000

126 Cummings Cove Rd MEREDITH, NEW HAMPSHIRE

Features & Finishes WET BAR First-floor wet bar with custom tile work. Custom entertainment center. Mini refrigerator. Custom cabinetr y and floating shelves. Custom low-voltage lighting in wet bar cabinetr y, toe kicks, and floating shelves. Eight-foot Mar vin French doors with three-point latching hardware leading to the deck, patio, and hot tub.

ADDITIONAL ROOMS & SECOND FLOOR Large secondar y bedroom. Two a d d i t i o n a l r o o m s of fe r i n g f l ex i b l e s p a ce fo r a n of f i ce , g u e s t s p a ce , hobby room, or other use. Bathroom with double vanity. Custom white marble-tiled shower/tub with glass door. Smart technology mirror with heater. Direct garage access.

BASEMENT Two u t i l i t y r o o m s . ¾ bathroom. Wa s h e r a n d d r ye r . Backyard access. Movie theater room. Two s e t s of b u n k b e d s w i t h t r u n d l e s . Arcade games. Custom low-voltage lighting down the lower-level stairs.

OUTDOOR FEATURES Large outdoor patio with firepit. Hot tub. Wa l ko u t a cce s s f r o m t h e f i r s t f l o o r t o t h e cove r e d d e c k . Balcony off the kitchen providing views of the lake and private association beach. Custom exterior and landscape lighting. Views of the home's deeded slip and boat.

2 Bed | 3.5 Bath | 3,558 Sq Ft

Offered at $2,195,000

126 Cummings Cove Rd MEREDITH, NEW HAMPSHIRE

Exclusions List Coffee table in theatre room Rocking chair in first floor bedroom Wooden decor paddle on great room wall Wooden decor board on wall in kitchen with Fait Cove embossed

2 Bed | 3.5 Bath | 3,558 Sq Ft

Offered at $2,195,000

Winnipesaukee Beach Colony Club Rules Rules that govern the use of the beach, docks, canoe storage, and tennis/basketball courts are a necessary part of the WBCC goal of providing a safe, relaxing, and enjoyable environment for all our members. The WBCC Rules were formulated and revised by Club members. Beach Area* 1. Ball playing, throwing of sand or stones, and other objects is prohibited in the sand, water, dock, and grassy areas of our beach. 2. Dogs are not permitted in the water, on the beach, or on the adjacent grass. Dogs should be leashed at all times. To maintain an enjoyable and peaceful environment for all members of the WBCC, the club supports the Town of Meredith leash law. 3. Everyone is responsible for removal of his/her own trash. 4. No pushing, shoving, or other type of “horseplay” permitted on the raft. 5. No wheeled vehicles allowed beyond the picnic area 6. Use of soap in the lake is prohibited. 7. Fireworks of any kind are prohibited at the beach & dock areas 8. Camp fires on the beach must be in a fire container, with an approved town permit and a member of the BOG must be notified. *The Sate of New Hampshire allows new sand to be placed on our beach once every six years. It is important for Club members to be cognizant of this and discourage sand being thrown into the water or up onto the grassy area of our beach. Dock Rules 1. Docks may be rented only to members of WBCC 2. No boat over 24 feet in length or 8 feet 6 inch beam is allowed. 3. No skiing is permitted off the docks. 4. No swimming off the docks is allowed other than on the beach side of “A” Dock. 5. There is no pushing, shoving, or any other type of “horseplay” on the docks and/or the diving board. 6. Fishing is allowed only on the beach side of “A” Dock and the ends of the docks. 7. All watercraft must approach at “No Wake” speed. 8. For dock rental information see the Dock Chair 9. Guest dock which is located on “A Dock, Slip #11” is available for WBCC guests for hourly use. Please check with Dock Chair for extended use. Canoe Rack Rules 1. All canoes must be kept on canoe racks. No boats, jet skis, or other watercraft shall be left near canoe racks 2. The fire road and boat launching ramp area must be open at all times. No boats shall be left pulled up on the beach at the launching area. Tennis and Basketball Rules 1. Sneakers and/or tennis type footwear must be worn on the tennis court. 2. No skateboards, bicycles, or scooters are allowed on the court. 3. Cottage owners shall provide keys for the courts to their rental guests and houseguest. (See Maintenance Chairpersons for more information.) Please post for rental guests. / Revised 2009

PROPERTY MAP

M E R E D I T H

ABUTTING MAP NO.

R11

PARCEL NUMBER

LEGEND LOT DIMENSION

156'

PROPERTY HOOKS

RIGHT OF WAY

SUBDIVISION LOT NO. STREET ADDRESS NO.

N E W H A M P S H I R E

SCALE IN FEET

EASEMENT

100

200

John E. O'Donnell & Associates 632 Bald Hill Road New Gloucester, Maine 04260

REVISED TO APRIL 1, 2026 FOR ASSESSMENT PURPOSES ONLY NOT FOR PROPERTY CONVEYANCES

13C

13B

13A

U27

U26

3 4

5 55

1 35

S08

15 17

U25

19A

26 25

33 34

23 36 22

The State of New Hampshire

Department of Environmental Services Robert R. Scott, Commissioner

APPROVAL FOR OPERATION OF INDIVIDUAL SEWAGE DISPOSAL SYSTEM (ISDS) AS AUTHORIZED BY THE NH DEPARTMENT OF ENVIRONMENTAL SERVICES, WATER DIVISION PURSUANT TO RSA 485-A, WATER POLLUTION AND WASTE DISPOSAL AND ENV-WQ 1000, SUBDIVISION AND INDIVIDUAL SEWAGE DISPOSAL SYSTEM DESIGN RULES.

DATE OF INSPECTION: 12/16/2024

APPROVAL NUMBER: eCA2024022018-A

DATE OF OPERATIONAL APPROVAL: 1/15/2025

PROPERTY INFORMATION Address: 126 CUMMINGS COVE RD MEREDITH NH 03253 Subdivision Approval No.: PRE-1967 Subdivision Name: County: BELKNAP Tax Map/Lot No.: U26/35

II. OWNER INFORMATION Name: KEITH FAIT Address: 3 BEDDERS WAY BROOKLINE NH 03033

III. APPLICANT INFORMATION Name: SCOTT M BAILEY Address: PO 301 MELVIN VILLAGE NH 03850 IV. DESIGNER INFORMATION Name: SCOTT M BAILEY Address: PO 301 MELVIN VILLAGE NH 03850 Permit No.: 01370 V. INSTALLER INFORMATION Name: JAMES A BEAN Address: PO BOX 149 MELVIN VILLAGE NH 03850 Permit No.: 03944

VI. SPECIFIC TERMS AND CONDITIONS: Applicable to this Approval for Operation A. TYPE OF SYSTEM: ELJEN B. NO. OF BEDROOMS: 2 C. APPROVED FLOW: 300 GPD D. OTHER CONDITIONS AND WAIVERS:

1. No waivers have been approved.

Joshua P. Barker Subsurface Systems Bureau

NHDES Web Site: www.des.nh.gov P.O. Box 95, 29 Hazen Drive, Concord, New Hampshire 03302-0095 Telephone: (603) 271-3503 Fax: (603) 271-6683 TDD Access: Relay NH 1-800-735-2964

APPROVAL FOR OPERATION

Page 2

VI. GENERAL TERMS AND CONDITIONS: Applicable to all Approvals for Operation A. This Approval for Operation is for the ISDS as identified on Page 1 of this Approval. B. By exercising any rights under this approval, the parties have agreed to all terms and conditions. C. No liability is incurred by the State of New Hampshire by reason of any approval of any Approval for Operation. Approval by the Department of Environmental Services of sewage and waste disposal systems is based on plans and specifications supplied by the Applicant. D. The system must be constructed in strict accordance with the approved plans and specifications. E. This Approval for Operation does not supersede any equivalent or more stringent local ordinances or regulations. State standards are minimal and must be met statewide.

WORK NUMBER: 202400151 APPROVAL NUMBER: eCA2024022018-A RECEIVED DATE: February 18, 2024 TYPE OF SYSTEM: ELJEN NUMBER OF BEDROOMS: 2

COLONY,

EXISTING WELL

WF#1 PIN&C(F)

WF#2

WETLANDS

SETBACK 50

SEPTIC

5°53'33 W

U26-38 WF#3

WF#4 DELINIEATED

WF#5

WF7

WF#8

31.1′±

25.4°土

WF#6

WETLANDS

112.66.

0.35 ACRES 15,250 ± SQ.FT.

30'

SIDE

2" X 11" LPIPE(F)

POORLY

VERY

EWE

WF#9

DRAINED

250' SWOPA ZON

WF#12

37.7'±

NAIL(F) 16" MAG NAIL(F

CERTIFICATION:

WETLANDS WERE DELINEATED IN ACCORDANCE WITH THE US ARMY CORPS OF ENGINEERS 1987 WETLANDS DELINEATION MANUAL Y-87-1, 2012 REGIONAL SUPPLEMENT TO THE CORPS OF

ENGINEERS WETLAND DELINEATION MANUAL: NOR THEAST AND NORTHCENTRAL REGION (VER.

2.0), AND FIELD INDICATORS FOR HYDRIC SOILS IN

2.0), AND FHELD INDICATORS FOR HYDRIC NEW ENGLAND (VER. 4.0), BY CHRISTOPHER A.

U26-36

REF. PLAN

EXISTING WELL

NOTES:

EOF NEW HAMPS SHI

CHRISTOPHER

GUIDA

ST NTI CIE DS

CERTIFI No. 05

LAN

WET

HDA

30'

3816.00

2024

SHEET NO. 1 OF 1

MAY 14,

5/14/

1. THE OWNER OF RECORD FOR TAX MAP PARCEL U26-35 IS FAITCOVE, LLC -3 BEDDERS

DEED REFERENCE YOPPARCEL WAYK BROOKLINE NH 03033 4/5/24 IN THE B.C.R.D.

2. THE PURPOSE OF THIS PLAN IS TO SHOW THE EXISTING SITE CONDITIONS AND PROPOSED FOUNDATION ON LOT U26-35.

ON DESIGNATED WETLANDS, THERE

MEREDITH NECK ZONING FOR THE PARCEL IS MND 3. DISTRICT. BUILDING SETBACKS ARE 40' FRONT. 30' SIDE AND 40' REAR. FOR NON-DESIGNATED WETLANDS THERE IS A 50

4. THE EXISTING IMPROVEMENTS, MONUMENTS AND LINES OF SURVEY PERFORMED BY THIS OFFICE ON APRIL 302ELD

BOMAPPROXIMATE PERIMETER INFORMATION SHOWN WASAND

OFFICE

NOT THE RESUELOFFRORECISE BOUNNGR PLANG NOTED AND IS

THIS OFFICE MAKES NO GUARANTEE OF THE TITLE TO THE A

PROPOSED CONSTRUCTION PLOT PLAN PREPARED FOR:

KEITH FAIT

TAX MAP PARCEL U26-35 (126 CUMMINGS COVE ROAD)

PROJ. NO.

MEREDITH, NEW HAMPSHIRE

FILE: 3816CP00.dwg

SCALE:

#1)

GUIDA, C.W.S. IN APRIL, 2024.

(SEE

4" X 5" L.PIN(F)

WF#11

143.65

WF#14 INV=294.23

WF413

ELEV=529.7

"W S38*40'40 96.21

FOUNDATION

PROPOSED

(PER TOWN GIS)

GRAVEL ORINE

CUMMINGS COVE RO DIAMETER UP 2" DIAMETER, 0 2 DOLAN ASSOCIATES

INY=291.64 1OUT

Permitting + Septic Designs

CONSULTANTS, PLLC

(603)413-5456 ultants.

Fax:

Roxbury Street, Keene. Phone: (603) 672-5456 www.Fleldstor

LAND

FIELDSTONE

EngineeringLand Planning

0"E 549* S49 44'3 4420

Surveying

U26-35

N43°01'57"E

WETLANDS

SETBACK 75'

30'

-SIDE

APPROX FIFLD

LEACH

ELEV=529.7

BENT, DOWN

MAG NAIL(F) 12"

ARE

U26-34

C/0

I.PIPE(F)

OF WINNIPESAUKEE BEACH

"PROPOSED OWTS DESIGNED FOR KEITH FAIT TAX MAP U26

"PLAN OF LAND

MEREDITH, NH", SCALE: 1" = 100', DATED: MARCH 1961,

LOT 35, MEREDITH, NH", SCALE: 1" = 20', DATED: FEBRUARY 10, 2024, PREPARED BY: SCOTT BAILEY.

RECORDED IN THE R.D.B.C AS PLAN M3-199.

APRIL 15, 2009, PREPARED BY: AMES ASSOCIATESATED:

"BOUNDARY SURVEY LAND OF JOAN L. JOHNS TAX MАР U26, LOT 36, MEREDITH, NH" SCALE: 1" = 20'.

REFERENCE PLANS: 1.

PB0015-1084-5.

FL C

946SUCENSE

MICHAEL

PLOOF PSHh

SIGNATURE

WHAM

5-16-24 GRAPHIC SCALE 30'

IMPERIAL: 1"=30'

DESCRIPTION

60'

PREPARED BY T.W. CHESLEY ENGINEERING CO. RECORDED

IN R.D.B.C AS PLAN

CERTIFICATION: RELATIVE TO THE

"I HEREBY CERTIFY THAT THE EXISTING IMPROVEMENTS ARE LOCATED AS

SHOWN,

이

No.

APPROXIMATE LOT LINES PER THE DEED REFERENCED AND PHYSICAL EVIDENCE FOUND.

15'

DATE

TP: 1 30'

REV.

TE STA

DESIGN

1. No certification boundary shoW

system

drain outflow 3

on pla

5. EDA Setbacks

pitd

ALL PR PROVDED BY POLYLOK OR EQUAL (BOOTS PLSB or EQUAL SANITARY TEE BAFFLES AT ALL BAFFL

SASKET Figs

Config

531.18

Inlet Elev-531.01

Outlet Elev

ing Elev.

530

SECTIONLEV

531.60

R-R@Fig

62 Series EDA

ALL EXTENSIC AROOND

-SYSTEM SAND Spec's

Wale-

3 Typ.

COVERED WITH 40z. FILTER FABRIC

PDS Bo

(U.0.S.)

SEE CONSTRUCTION NOTES

(HAY, STRAW&POLY SHEATHING IS NOT ALLOWED)

Bldg Setback

LENGTH-WIDTH

R-R@T

TANK-TOP-ELEV | BOTTOM-ELEV

R-R@Bed

BM 1 ELEV 529.7

Ghcreline Setbar ck

OUTLET-INVERT

EDA-Boftom

TIeP TR

U2 6

MA P

0.3 t-3 5-A 5. cre .

ET-INVERT

SED

PRO PO

529 9

v.@

SEe

BE REMOVED PRIOR TO FILL PLACEMENT IN SYS

INSPECTION PORTIS)

4.SDR. S PERFORATED LEACHLINES LAID LEVEL

FINISHED GRADE ELEV.

6Outlet ConcreteD-Box or Equal

Typical EDA Profile:

END -530.60

529.5 7Cofl

Sepi

Footing

Key Construction

ourSe gmenl

40' Bld Selb

sPER Env-Wg 100-1021.03(а

10'PL Selback

-SEE END

4-SDR-35 orBETTER PIPE

ccuracy of boundary lines is either expressed or implied. T

al absorption

the plans. A

prevent the entrance of

ked out

the requir

system and

identified

sion drawings, GPS and satellite imager applicable ks prior

of EDS ent on property within sight of

ut fnd drains); pressurized wellline

e preser

ordance with the GST I

stem and surrounding soils back to original parent maten

akord to

it disposal

6. In the event of a failure, system shall be rebuilt in place in compliance with state regula 7. There is nota cemetery

qualities

remo e sand

compone .GS

a 2%

If cover material

listribution pipe is clean sandy filland topso Minimum perimeter sand fill beyond the GST on a sand bed shall should b

pitch for a minimum of 36 inches beyond the outermost edge of the GST and then to original grade.A 2:1 slope is allowable as defined by NHDES. This fillexte inches of perimeter sand fill.

2. Piping Specifications:

shall be not less than 1% (1/8 in/t) and not more

Piping from house to tank shall be 4"Sched-40 PVC. tank to dis be 4" solid pipe (PVC), SDR 35. Slope of pipir < shall

7" HO44

OSS GST

Piping from outlet of distribution box (if applic) in the field shall be solid 2'Sched40, 4"Sched40 or

than 10%. Tee must be installed on the end of pipe in D-box (if applicable) unless the tank has a c.

c. Piping

Perforated pipe and laic

compartment cor

d. Effluent Disposal Area (E field laid lew 3. Tanks/Pump Chambers/Dbox/Chamh

(AJ Foss, Farmington NH or equivalent)

-REBM -

CONFIGU

GST 62xx Dislibuton Pipe Locat

Syte

Syulem Band Reqired

GST Prod

ge Sand W

4 SDR-35

TSURFAC

GST Skne W

Typical Cross Section:

MATE

Winnipe

LEREF LINE

EDGE

CuYard

Counly:

Subalivision A

NOTE:

WHENE

TEST PIT #

Y DRKGRYSH

1@ 529.44

30/528.94

Gcol Balry

Soil Classification

Elluent Disposal Area

shallbe

1014.09 REGARDIN ORIGINAL GRADE, THEN AT A MINIM

Soil data provided by; USDA-NRCS Web Soil Survey 8% slopes, very ston Group 3 Soils, Soil Factor 1.6

ITILIZES Erv-Wq

THE BED IS 30 ABOVE

ottom of the

Design Intent:

Wide x 36 Long =630

ed @30

approxmalelyalAra

LEDGE/REFUSAL

eaching S

EDA Designed for 2.0Bedl

EDA Sizing Data:

EDA S

Location Map:

126 Cummings

ply & Polition

1370

Scott. Baley

Systems

N Designer R Subsurto Disposal Subsurface Diso

WHAMPSHIA

Proposed OWTS Designed for:

Dy:

Brookline NH 03033

Keith Fait

Bedders Way,

Scott Bailey

Permitted Designer

Map-U26, Lot-35

Scale: 1"=20'

PO Box 301 Melvin Village, NH 03850

05 Jan. 24

Page

nformation:

NHBES1@gmail.com

Date:

Plan #: Septic 20240105

Lot & Ma

Cove Rd

EDITH, NH

10'PL Selback-

Dist9ance 15 0.0

30 Blidy

ment

Coof e tour S eg

eighb or E

Setback

75' Well Rodius

EedPOS

PR Wi ico E h D ransm Home 531. 58

529.

POS

AREA CALCULATION VIEW (n.t.s.)

250 Shoreline Sefback

TiePHU B

SITE PLAN OVERALL

50'Shaneline Setback

Lake Winnicesonln

GAL ELEVREFLINE

Wanperakee

Hse

Description

Total Im Shore

Total Impacted

Project Description: Built a 2 bedroom, 2000 SF home

shore lo

The 250 ft shoreland area extends onto lot ass

(782) SF impervious area.

Portion of prop < 900

<1600 (1452) SF impacted area.

PHOTO

PHOTO 2

0.35 Ac

15,246 SF

Area (0-250

4,781 SF

Existing

Change in Imp 782 SF

Woodland Buffer Zone (50'-150)

Total WBZ Area

25% of WBZ

altered area

ered area

182 SF

Proposed

O SF

Area

600 SF 782 SF

16.4%

690

WOODEN

Systems

Scoltaey Baley

Scott

ly& Polkdio

Shoreland 20240105

Map-U26, Lot-35

Scale: 1"=20'

Subsurface Disposal

HAMPSHIA

126 Cummings

2"K 2VOODER STAKES

05 Jan. 24

Plan#

Lot & Map#

Date:

Melvin Village, NH 03850

PO Box

Scott Bailey

By:

3 Bedders Way

Shoreland Plan (PBN) Keith Fait

(NTS)

Location Maр:

PLAN VIEW

UNDISTURBED

SECTION VIEW

Compost Filter Sock

Impact fee $

O SF

0.0%

670 SF

782 SF

1452 S

COMPOST

Sheet 2 of 2

Cove Rd

Structure as drawn is for intended for estimating and illustration purposes only. Contractor(s)/homeowner/local building official responsible for verifying all details to ensure they meet or exceed prevailing local building codes and HOA requirements. In some instances, review by licensed professional engineer may be required, and their findings will supercede any design as drawn here. Author of these drawings not held responsible for additional engineering costs. While these plans were drawn to the best of author's knowledge and in good faith, author will not be held responsible for the finished build product or craftsmanship. Responsibility lies with the contractor(s)/homeowner/local building authority.

IREVISEDBY DESCRIPTION

NUMBER IDATE

DATE:

SHEET:

SCALE:

11/30/2023

Fait Construction

Construction Home

11-30-23

Proposed New

Designed for

1 ft

DO3

БоM =

Front Elevation

1/8 in

Rear Elevation 1/8 in = 1 ft

Left Elevation

1/8 in = 1 ft

Left Elevation

DATE:

SHEET:

SCALE:

11/30/2023

Fait Construction

REV TABLE MBERIDATE EVISION

Elevations

Proposed New Construction Home

Designed for

90M

8 FOUNDATION

-5.9 1/4"

-6'-25/8"

GLUED + NAILED

GARAGE

21-4" X 23'-8"

ABOVE

2x10 KD 16 OIC ADVANTECH GLUED

NAILEDTYP

CAVIT

-13'-6"

-3PLY2X12KD DROPPED BEAM

Foundation / Basement 1/8 in = 1 ft

–5-৭ 1/4"

A BEAM #

D02 3-2"2

CLOSET X8-10" 2X6 PLUMB

5-3

-0 1/2-

L FROM BEAM ABOV

LIVING (VAULTED)

AGE

RECESSED

9080

LIVING AREA 1377 SQ FT

First Floorplan 1/8 in = 1 ft

BEAM IT ABOVE

DECK -11"X33'-11

18080

Π BATH

2x10

BEDROOМ

D10

16'-0"X 14'-10"

D11

10'-3" X 8'-10"

DECK 5-11" x 15-4

DINING

5'-9" X17'-6

BEAM

#9, DOOR

REVISED BY BY ID IDESCRIPTION

DATE:

SHEET:

SCALE:

11/30/2023

Fait Construction

Construction Home

First Floorplan

NUMBER DATE

Foundation/Basement &

Proposed New

Designed for

l ooa

2X10 K

DOUBLE JOIST

13'-3 3/8

12-2

9-2"-

2x10KD

BED #2

12'-1"X1

MECH CHASE

3-4 1/2

D15

CLOSET

OPEN BELOW

1326 SQ FT

LIVING AREA

Second Floorplan 1/8 in = 1 ft

OFFICE

11'4X 11-10

6'X16'

DECK

16 OIC

IMPERMEABLE TO

B 04

1 COURSE IT PER MANUR

TO PLATE

REMENTS

OOFING, CONFIRM WITH BUILDER

IDGES VENTEON

Roof Framing 1/8 in = 1 ft

-2X12

2X12 SHOE

OVERFRAME

RAFTER

2X6 CHEEK MALL, INSULATED

ROM O

RAFTER

Construction Home

RECESSED

D19

A 04

REVISEDBY DESCRIPTION

NUMBERIDATE

Second Floorplan & Roof Framing

Proposed New

SHEET:

SCALE:

11/30/2023

DATE:

Designed for Fait Construction

-0 3/4"

0K 2x1

e N OIC

TOF

2XS BOXEATE ON

OFA FR

BEAM #19

1/8 in = 1 ft

Longitudinal Section

NAIL 2X4 PLATES

RBO MIN CAVITY

DESCR.

E SURFACE

DOUBL

SHEETROCK ODEE SHEETROCK

39"X68 1/2

TO 23.5

-BEAM #4

3PLY 212 KD

2X10kD 16° Oc

TRIPLE RAFTER

-4X10 SOLID

ASSEMBLY

ROC

-POCKET INTO

BLO

POCKET INTO

4x10 50 RCJ'S

WALL

STRUC

SECURE WITH

-3PLY 2X10KD

BASEMENT CEILING. DROPPED

BEAM #5 BEYOND

MOL

BEAM #1

BASEMENT CEILING, RECESSED

20M

16"

ADVANTECH, GLUED+NALED

2ND LEVELDECKASDIG TAPER RIPPED 14

ADD PLATES AS NECESBARY

BOX PRAME 2X6 GEIL

XAPT SLEEPERS

3 DECKI

TYP LEDGE

YINSULATIO WATER CLADDING

31"X48 1/2

ESTIMATED BEAM SCHEDULE (ALL CALL OUTS REQUIRE REVIEW BY MATERIAL SUPPLIER

MULLED UN

BEAM #2

BASEMENT STAIRWELL

65"X68

1/2"X62 1/2

MULLED

BEAM #3

KITCHEN CEILING@ BALCONY, RECESSED

MULLED

UNI

MULLED

HUNG

BEAM #9

BEAM #8

BEAM #7

BEAM #6

FRONT PORCH HEADER

D01 PATIO DOOR HEADER

KITCHEN CEILING, RECESSED

GARAGE DOOR HEADER

SCALE:

11/30/2023

LOCATION

W04

76 1/2"X56 1/2

BEAM #4

GARAGE CEILING, DROPPED

PRIOR TO CONSTRUCTION) SIZE/MATERIAL (BY OTHERS) LABEL

W05

GLASS

BEAM #5

MULLED UN

90M

ADJUST AS NEC. FO

2X10

Section at Stairwell 1/8 in = 1 ft

ALL WINDOW AND DOOR

LOM

BEAM #3-

HHTALLPONT

DOOR SCHEDULE

DESCRIPTION

EXT. SLIDING PATIO

SCHEDULES TO BE

60 1/2"X18 1/2

DOUBLE

UNI

BEAM #10

REAR PORCH HEADER

SHEET:

DATE

MULLED

BEAM #11 MULLED

BEAM #12

2ND FLOOR CEILING, RECESSED

DINING ROOM CEILING, RECESSED MULLED UNIT

UNIT

BEAM #13

FIXED

30 1/2"X42 1/2

145"X33"

64 1/2"X32

65"X73

165"x

145X73

M10

BOM

96"

84" EXTERIOR PREHU

OVERHEAD GARAGE DOOR OVERHEAD GARAGE DOOR EXT. SLIDING PATIO EXTERIOR PREHUNG

80"

20 MIN. FIRE RATE

80"

TO GONSTRUCTION

SPECIFICATIONS PRIOR

MILLWORK SUPPLIER'S

CONFIRMED WITH

80"

INTERIOR PREHUN INTERIOR POCKET

INTERIOR PREHUNG

INTERIOR PREH

INTERIOR PREHUNG

INTERIOR POCKET INTERIOR UNG

INTERIOR PREHUNG INTERIOR PR NTERIOR PREHUNG INTERIOR PREHUNG

80" 80"

80"

180" 180" 80"

"08

80"

M11

bOM

WIDTH 1216" 108"

180"

HEIGHT

96" 36"

180"

36"

144" 144 36 ຊ2

28" 32" 32"

28"

80" 80"

30" 30" 30"

24"

80"

32"

INTERIOR PREHUNG INTERIOR PREHUNG INTERIOR PREHUNG 30"

80"

TEXT. SLIDING PATIO

INTERIOR PREHUNG

32"

80" 80"

CIM

BEAM #11

ALT. FLUSH VV

GRADE

9080

LABEL 18080

D02

001

DO3

D04

DO5

DOG

DOT

DO8 Doo

D10

D11 D12

D13

D14 D15 D16

018

‫דוען‬

D22

D20 D21 D23

Sections & Schedules

Home Construction Ho

Fait Construction

VISION TARILE REVISI

Proposed New

Designed for

0KD

RO: 65"W X 73"H

RO: 65"W X 33"H

(8" SHORT)

TRIPLE GABLE RAFTERS

0 16"

2X6KD

3PLY 2X10KD

9-6"

4X10 SOLID TIMBER C

RO: 145"M X 73"H

2PLY 16" NON BEARING RIDGE BOARD.

16 "

2X6KD

R38 MIN ENTIRE CAVITY

HIGH R-INSULATION

-BEAM #12

SECURE WITH BLOCKING & STRUCT. LAGS

D1 6

2X 10 K

STRUCT. LAGS

RO: 65"W X 73"H (8" SHORT)

RO: 65"W X 33"H

3PLY 2X10KD

RO: 65"W X 68.5"H

R30 MIN

РОСKЕT IN WALL.

SECURE TIMBER WITH BLOCKING AND

POCKET IN ROOF ASSEMBLY

NAIL 2X4 PLATES ON TOP TO EXTEND TOTAL RIDGE BOARD HEIGHT TO 23.5"

2 KD

X1 0

4X10 SOLID TIMBER CJ'S-6' OIC

RO: 145"M X 33"H

3PLY 2X10KD

RO: 145"MX 85"H

9-6-

-3PLY 2X12KD BEAM #1-

Section at Greatroom & Gable Detail 1/4 in = 1 ft

Detail

IREVISED BY IDESCRIP JDATERE

NUMBER

Construction Home

Fait Construction

RO: 65"W X 68.5"H

2X10KD 16" OIC

8'-1 1/8"

Section and Gable

Proposed New

SHEET:

SCALE:

11/30/2023

DATE:

Designed for

2X1

8'-5"

BEAM #7

PORCH HEADER

‫יייך‬

ALL PROPOSED TANK INVERTS TO BE FITTED WITH POLY-IV EPDM RUBBER BOOTS & SS CLAMPS, AS PROVIDED BY POLYLOK OR EQUAL. (BOOTS SHALL BE PRE-CAST IN TANK(s) DURING MANUFACTURE) All TANK INVERTS SHALL HAVE POLYLOK PL68 or EQUAL SANITARY TEE BAFFLES. 1% MIN. SLOPE WITH 4"-SDR-35 or BETTER PIPE GLUED or GASKET Ftgs

Outlet Concrete D-Box or Equal

(N.T.S.)

Typical EDA Profile: 5

FINISHED GRADE ELEV. -

530.65

SYS. BOTTOM ELEV. -

532

530.07

ESHWT

4" SDR-35 OR BETTER VENT W/SCREEN MINIMUM 3' ABOVE FINISH GRADE OR 10' ABOVE LO-VENT WHEN PRESENT.

SEE CONSTRUCTION NOTES REGARDING FINISHING PROCESS.

3' Typ. (U.O.S.) 1'

BED OR TRENCHES SHALL BE LAID LEVEL. BEDS REQUIRE PIPING TO BE CONNECTED AT ENDS. SYSTEM SAND Spec's PER Mfg Req'mnts-ASTM C-33 CONCRETE SAND

7" PER END SECTION

3' FILL EXTENSION ALL AROUND (U.O.S.)

ELJEN GSF SYSTEM Typ. 43B Modules EDA

4"-SDR-35 PERFORATED LEACHLINES LAID LEVEL 12" MIN - 24" MAX COVER ELJEN IN-DRAIN GEOTEXTILE FABRIC "TYPE-B UNITS"

INLET LINE ELEV. SAND FILL MATERIAL Spec's PER Env-Wq 1000-1021.03(a).

nce

250' Shoreline Setback

Dist a

R-R@Tnk ________'

Errosion Control

PDS Boundary

Well

BM # 1 ELEV.= 529.7 @ Nail in Tree

#1-Tank -2.44'

40' Bldg Setback

Wel l

Sill Elev534.00

D-Box

OUTLET TO HAVE either; POLYLOK PL-68/122, ZABEL A-1800, Tuff-Tite EF4 or EQUAL FILTER. (W/ 24" DIA. AT GRADE RISER)

6.00

530.82

530.65

M A P

= 14 0'

' 35.9

Lo - U 0 t - 3 26 . 3 5 - 5.. A c res

PR 2 OP Bedr O S E Sill E With D oom Hom D lev. @ rains e 534. 00'

61.0' Gallo 75 n

1025 /2

r-Line Wate

FILL MATERIAL; SHALL BE CLEAN BANKRUN SAND, FREE OF TOPSOIL, HUMUS, DREDGINGS OR STONES GREATER THEN 6" IN ANY DIMENSION. SYSTEM SAND; SAND SURROUNDING ELJEN GSF MODULES FOR A MINIMUM OF 6" BELOW & 6" LATERALLY, SEE SPECIFICATIONS BELOW. ORGANIC LOAM LAYER, ALL TREES, HUMUS & STUMPS SHALL BE REMOVED PRIOR TO FILL PLACEMENT IN SYSTEM OR EXTENSION AREAS.

30' Bldg Setback

A=7 . 5 0 'X2 9.0'

ORIGINAL GRADE

Bed Bottom

150' Shoreline Setback

0.5'

Typical Cross Section:

# Rows

1.0' Typ.

6"-Specified Sand Spec's Below

Sand Fill Material

3' Fill Ext.

All Measurements are taken from the Outside Surface of the GSF Units.

0 52

50' Shoreline Setback

510

520

R-R@Bed ________'

520

LENGTH-WIDTH 10.00' x 6.33'

24" DIA. RISERS TO BE AT FIN. GRADE, AT ALL BAFFLE LOCATIONS. (WITH A MAX BURIAL DEPTH OF 36") 2% MIN - 15% MAX SLOPE 4"-Sch-40 PVC PIPE W/GLUED or GASKET Ftgs.

8.00

See Plan View For Capacity & Configuration 531.15 530.90

- TANK #1 531.32 525.50

40' Bld Setback

50' PDS Setback

75' VPDS Setback

15' Fnd Setback

10' PL Setback

N-5 Dista 5°0'0"-W nce =

EDA-Bottom 0.37'

530

Dist BOTTOM-ELEV 527.26'

NOTE:

TEST PIT #....: 1 @ 529.44'

To-2" 10YR3/2, VRY DRK GRYSH BRN Granular, Loamy F-Sand, Friable

To-22" 7.5YR7/8, REDDISH YELLOW Granular, Sandy Loam, V-Friable

To-28" 10YR7/6, YELLOW Granular, Loamy Sand, Friable

To-56" 10YR7/4, VERY PALE BROWN Granular, Sandy CLay, Friable - Perc 12

Woods Seeping @........: 36" Roots to............: 30" ESHWT @........: 30" / 526.94' Date Logged.....: 04-Jan-2024 Logged By .......: Scott Bailey

Soil Classification

Soil data provided by; USDA-NRCS Web Soil Survey 380B—Becket, 3-8% slopes, very stony Group 3 Soils, Soil Factor 1.6

DESIGN UTILIZES Env-Wq. 1014.09 REGARDING SEPARATION REQUIREMENTS. WHEN BED BOTTOM IS 2" Above ORIGINAL GRADE, THEN AT A MINIMUM 50% OF THE BED IS 36" ABOVE E.S.H.W.T. & 36" ABOVE LEDGE OR IMPERMEABLE. ELEV. WHERE 50% OF THE BED EXCEEDS MIN. REQUIREMENTS IS 529.57' FEET.

Design Intent:

Effluent Disposal Area shall be Bottom of the _____________________ 530.07' constructed at ____________ elevation; and it is 2" Above original ground on the approximately ___________ Effluent Disposal Area high contour of the design ___________________.

E.S.H.W.T. ................................... Observed @ 30" LEDGE / REFUSAL .................. None Encountered

EDA Sizing Data:

EDA Designed for 2Bedrooms - Perc Rate = 12 Min./In. @ 15" EDA Min. Size - 2021 GSF NH-Design Man. = 14 Units x 1.00 = 600SF EDA Size Provided: ............... 2 Rows Wide x 7 Units Long = 14-Units

Location Map:

126 Cummings Cove Rd

Proposed OWTS Designed for :

Keith Fait

Scale: 1"=20'

Page : _______

Date: 10 February 2024

Book : _______

Deed Information :

603-781-0305 Permitted Designer NHBES1@gmail.com NH-BES.com

PO Box 301 Melvin Village, NH 03850

Scott Bailey

By :

3 Bedders Way, Brookline NH 03033

Belknap County : __________________

Subdivision Approval # :

Map-U26, Lot-35

Plan #: Septic 20240105

Lot & Map #:

126 Cummings Cove Rd MEREDITH, NH

Pre 1967 Winnipesaukee Beach Colony Club

Street : Town :

#eCA2024022018

37 .5' T @ N ie Point #1 AI L I N TRE E

ISDS-Diag. 28.7446'

TANK-TOP-ELEV 532.26'

Date: 2/20/2024

Hi-C on @ 52 tour 9.88' Seal ed T a Requ nk ired

R-R@Ftg ________'

OUTLET-INVERT 530.90'

WATER DIVISION

150.0 529 0' . 5 7 ' Cont ou (50% r Segmen R u le Lin t e)

Neig

hbor ED A ppr A ox

Footing -4.20'

- Key Construction Measurements R-R@BM ________'

INLET-INVERT 531.15'

520

START OF SLOPE

530

100'

EDGE OF SYSTEM

- Septic Tank Dimension & Invert Table CONFIGURATION 1025/275

IN ACCORDANCE WITH THE REQUIREMENTS OF THE NH DEPT OF ENVIRONMENTAL SERVICES

VPDS Boundary

530

BM-Elev 529.7

OA-CAPACITY 1300-Gallon

1 530

ance =

PER CODE

DESIGN NOTES: 1. No certification or opinion as to the accuracy of boundary lines is either expressed or implied. The boundary shown is was created using tax maps, subdivision drawings, GPS and satellite imagery. Owner should ensure correctness of boundaries and applicable zoning setbacks prior to any construction. 2. Wetlands have been delineated in accordance with Env-Wq 1014.06 by Scott Bailey 4 January 2024. No surface water or very poorly drained soils (VPDS) present within 75 ft. radius of the system location, no poorly drained soils (PDS)within 50' of EDS. 3. Proposed on-site well for water supply. 4. Ledge outcrops or boulders > 6' diameter evident on property within sight of system are identified on plan 5. EDA Setbacks: Tank: 5’; leach bed: 15'(10' without fnd drains); pressurized well line to EDS 25', drain outflow 35’ 6. In the event of a failure, system shall be rebuilt in place in compliance with state regulations 7. There is not a cemetery or burial site within 100' of any portions of this ISDS CONSTRUCTION NOTES: Eljen In-Drain System 1. Effluent Disposal Area (EDA) a. Excavation: Any person excavating for an effluent disposal area shall protect the natural absorption qualities of the soil; protect open excavation from storm runoff to prevent the entrance of silt and debris; the soils under the bed shall be scarified/raked to remove all smeared or compacted surfaces to a depth of one inch, remove loose material before the fill or uniform crushed stone or sand is placed. b. After the plans have been approved, the site shall be staked out in accordance with the plans. All components of existing system and surrounding soils back to original parent materials are to be removed. c. Eljen In-Drain Leaching System shall consist of 6 inches of sand meeting ASTM C-33 sand specifications under mat material. The matts shall be laid level with 6" between rows. A separation of 24" between the determined SHWT and the bottom of the mat. d. Back fill and extensions shall be clean permeable fill. EDA over fill: A minimum of 8" to a maximum of 24" layer of earth to shed or resist storm water shall be placed over the EDA including a 4" to 6" layer of loam suitable for seeding and proper stabilization of the soil. The finish grade over the bed shall extend for a minimum of 3 ft. beyond the outer edge of Matt material before tapering off to 3:1 slope until meets with original grade. 2. Piping Specifications: a. Piping exiting septic tank to distribution box shall be 4" solid pipe (PVC), SDR 35. Slope of piping leading from septic tank outlet to distribution box shall be not less than 1% (1/8 in/ft) and not more than 10%. Tee must be installed on the end of pipe in D-box unless the tank has a splash plate built in. b. Piping from outlet of distribution box to the Geomat pipes shall be solid 4" PVC laid level. c. Effluent Disposal Area (EDA) shall be constructed with Eljen In-Drains and perforated PVC SDR 35 4" piping laid level 3. Tanks/Pump Chambers/Dbox/Chambers a. Septic Tank, two-compartment concrete 1075/275 (1300 gal) tank L120” W76” D60” HI47” HO44” (AJ Foss, Farmington NH or equivalent) ***TANK SHALL BE COATED WITH SEAL COATING TO PREVENT INFILTRATION AND EXFILTRATION*** b. D-Box, 5 Outlet (AJ Foss, Farmington NH or equivalent)

BM-Nmbr 1

LOCATION #1-Tank

REVIEWED AND APPROVED

Lake Winnipesa uk

LEV REF LINE (@ 504.3 2')

LEGAL E

l Wel

.60 ' 114 ce = Dis tan

RP260519104

490 East Industrial Park Drive

Maine State Certification #NH01005

Manchester, NH 03109 www.nelsonanalytical.com

Vermont State Cerfication # VT1005

(603)622-0200

Maine Radon Certification # ME17500

NH ELAP Accreditation #NH1005

Massachusetts State Certification #M-NH1005

Report of Analysis Customer: Client Sample ID: Laboratory ID: Sample Matrix : Sample Location:

Fait, Keith 126 Cummings Cove Road 126052332.01 Drilled Well Water 126 Cummings Cove Road, Meredith, NH (Untreated)

Date Collected: Collected By : Date Received : Temperature Rec'd °C:

05/18/2026 03:00 PM Keith Fait 05/18/2026 05:00 PM #20.1

Parameters

Results

Acceptable Level

Units

Date Analyzed

Test Method

Test Type

Test Remarks

Iron Manganese Chloride

0.046 <0.010 160

0.300 0.050 250

mg/L mg/L mg/L

05/19/2026 04:09 05/19/2026 04:09 05/19/2026 11:02

EPA 200.8 EPA 200.8 SM 4500Cl-B

Secondary Secondary Secondary

Within Standard Within Standard Within Standard

' Test Types: EPA Primary: Regulated by the EPA as a health related parameter EPA Seconday: Aesthetic parameter - not regarded as a health concern Respectfully Submitted Andrew Nelson, Laboratory Director

Notes: mg/L=ppm; ug/L=ppb; ng/L=ppt, “<" denotes "less than". This report of analysis may not be modified in any way, or reproduced except in full, without written approval from Nelson Analytical, LLC. Results reported above relate only to samples as submitted, unless specifically noted otherwise. Nelson Analytical, LLC is currently accredited by the New Hampshire Environmental Lab Accreditation Program, the Vermont Laboratory Accreditation Program, the Massachusetts Laboratory Certification Program, and the Maine Laboratory Accreditation Program. For a list of current accredited tests, please visit the websites listed below. Sampling performed by the lab is according to the lab document “Water Sampling Instructions”. EPA standards list pH & Chlorine as field parameters which should be tested immediately upon sample collection. Samples tested for pH after submission are beyond the hold time. Samples will be analyzed as quickly as laboratory operations allow. Metals samples may be analyzed the same day they are received. #-Sample(s) received at laboratory do not meet method specified temperature criteria. Solid samples are reported on a dry weight basis unless noted otherwise. For accreditation status at the time of sample analysis, or for information on subcontract laboratories, please contact Nelson Analytical. Subcontract Laboratories: SUB2: Nelson Analytical Maine NH2018 SUB 7: Nelson Analytical EAI Div. NH1007, SUB3: 2062 SUB4:2073/2239, SUB5:NH2530, SUB8:NH2136, https://www4.des.state.nh.us/OneStopPub/WSEB/acclab/1005.pdf http://healthvermont.gov/enviro/ph_lab/PublicHealthLaboratory.aspx https://www.maine.gov/dhhs/mecdc/environmental-health/dwp/professionals/labCert.shtml https://www.mass.gov/certified-laboratories

Date Reported:

05/19/2026

Page 1 of 2

NELSON ANALYTICAL LAB - TEST DESCRIPTIONS Total Coliform & E. coli Bacteria (Limit = “ABSENT” per 100ml) The organisms in the total coliform group are called indicator organisms. That is, if present, they indicate that there is a possibility, but not a certainty, that disease organisms may also be present in the water. When absent there is a very low probability of disease organisms being present in the water. The ability of the total coliform test to reliably predict the bacterial safety of water relative to the hundreds of possible diseases that might be present is critical since it is impossible, in a practical sense, to check separately for every disease organism directly on a monthly or quarterly basis. The presence of only Total Coliform generally does not imply an imminent health risk but does require an analysis of all water systems facilities and their operation to determine how these organisms entered the water system. Escherichia Coli (E. coli). This is a specific species (subgroup) within the coliform family. They originate only in the intestines of animals and humans. They have a relatively short life span compared to the more general Total Coliform. Their presence indicates a strong likelihood that human or animal wastes are entering the water system and have a much higher likelihood of causing illness. Iron & Manganese (Secondary Limits = 0.3 & 0.05 mg/l respectively) These occur naturally in New England’s geology. They dissolve into groundwater as acidic rainfall percolates through the soil and rock. In higher concentrations, they can cause the following problems: 1. Staining on laundry and water fixtures. 2. Taste - a metallic or vinyl type taste in the water. 3. Appearance - occasionally will give an oily appearance,"crusty" sheen to the water's surface. 4. Clogging. - supports the growth of Iron bacteria. This non-health related bacteria can clog strainers, pumps, and valves. EPA, at present, has not set health standards for iron. The EPA has established a health advisory for Manganese at 0.3 mg/L. Hardness: The presence or absence of conventional hardness in drinking water is not known to pose a health risk to users. Hardness is normally considered an aesthetic water quality factor. The presence of some dissolved mineral material in drinking water is typically what gives the water its characteristic and pleasant "taste". At higher concentrations however, hardness creates the following consumer problems: 1. Produces white mineral deposits on tubs, showers, and dishes. 2. Reduces the efficiency of devices that heat water. As hardness deposits build in thickness, they act like insulation, reducing heat transfer. 3. Can reduce the ability of soaps to create suds, thus reducing the efficiency of cleaning ability. Can cause problems with laundry. Nitrate & Nitrite Nitrogen (Limits = 10.0 & 1.0 mg/l respectively) Nitrate is a component in fertilizer, and both nitrate/nitrites are found in sewage and sanitary wastes from humans and animals. Nitrate/nitrite concentrations are not normally high in New England’s wells or surface waters. When elevated, the surrounding area is often heavily developed, used for agricultural purposes, or subject to heavy fertilization. Excessive levels of these nitrogen compounds in drinking water have caused serious illness and sometimes death in infants under six months of age. Symptoms include shortness of breath and blueness of the skin (methemoglobinemia). Sodium & Chloride (Chloride Limit= 250 mg/l): The compound known as "salt" consists of the elements sodium and chloride. Substantially higher levels of Sodium and Chloride tend to imply contamination by activities of man including road salt storage, use of road salts, and discharges from water softeners. Typical background levels of Sodium and Chloride for pristine locations in New England’s are generally less than 15 mg/L and 30 mg/L respectively. pH (Acceptable Range = 6.5 - 8.5): The pH of water is a measure of its acidity or alkalinity. A low pH indicates acidic water, which is therefore likely to be corrosive to household plumbing such as copper pipes. In older homes (prior to mid to late 1980’s) the plumbing may also contain Lead in the soldered joints. Corrosive water will dissolve these metals from the plumbing into the water. Dissolved Copper & Lead in drinking water can be a health concern and can also be a maintenance concern as the water corrodes the plumbing in the home eventually causing water leaks.

Lead & Copper (Limits = 0.015 & 1.3 mg/l respectively)

Found in water with corrosive tendencies (see pH). There is an extremely low occurrence of naturally occurring lead & copper in water. It is nearly always from plumbing systems with copper lines and/or lead solder. Levels are highest after water has been stagnant in the pipes. The recommended method for testing Lead & Copper when plumbing is a concern is to sample water after it has been sitting in the pipes for 6 - 10 hours, without running the water at all prior to filling the bottle. This is called a “first draw” and simulates a worst-case test. Uranium and Radioactivity (Limit = 30 ug/L for Uranium and 15 pCi/L for Gross Alpha) New England’s bedrock contains naturally occurring radioactivity. A few examples include Radon, Radium 226, Radium 228, and Uranium. Radon is a gas (see separate description); the others are minerals. A Uranium health standard is set by the EPA at 30 ug/ml. The basic test to determine the total radioactivity from all these sources is Gross Alpha. Long term exposure to Uranium may cause changes to kidney disease or damage. Vermont has established a level of 20 ug/L for Uranium. Alkalinity: A measure of water’s acid neutralizing capacity. A low alkalinity in combination with low hardness may increase corrosive tendencies, especially in water that already has a pH below or at the low end of the acceptable range. Conductivity: A very basic test measuring the total dissolved mineral content of water. Includes all individual minerals separately listed on this page.

Arsenic (Limit = 0.005 mg/l- New Hampshire, Limit =RP260519104 0.010 mg/l EPA) Arsenic occurs naturally in New England. In fact, arsenic was mined commercially in New England during the 1800s. Arsenic also occurs as a result of human activities. Activities that could have left arsenic residuals include apple orchard spraying and coal ash disposal. Generally, it is not possible to predict if a well will have elevated arsenic.Only water quality testing can determine its presence and concentration in well water. Arsenic has been classified by the U.S. Environmental Protection Agency (EPA) as a human carcinogen (cancer causing agent.) Long term exposure to arsenic has been linked to cancer, cardiovascular disease, immunological disorders, diabetes, and other medical issues. New England’s DES recommends that at least two tests be processed before concluding the well's arsenic concentration, as well water quality can change due to many factors. The State of New Hampshire established a state MCL of 0.005 mg/L. Radon (No regulated limit) IMPORTANT NOTE: Radon levels may test significantly different when collected from a well that is not in a normal pattern of use, compared to Radon levels from same well when in normal daily use. Radon gas is normally found in all well water. Bedrock wells typically have much higher levels than dug or point wells. The most significant concern is the inhalation of Radon from the air. Radon typically enters air via two common pathways: 1. Migration (up from the soil) into the house air through cracks and/or other openings in the foundation. 2. Release of dissolved radon gas into the air from water usage in the home. In New England’s, the migration of radon up from the soil contributes the largest percent of radon found in the average home. Radon from a groundwater type water supply source, particularly a bedrock (artesian, drilled) well, contributes the next largest percentage of radon in the home. The US EPA has set an advisory "action level" of 4 pCi/L for radon gas in indoor air. While not a mandated health standard, this level is a guideline for people to use in assessing the seriousness of their exposure to airborne radon. Studies show that high levels of radon gas in the air increase the risk of developing lung cancer. At present there is no federal or state regulated standard for radon in drinking water. In 2016, the New Hampshire Department of Environmental Services (NHDES) and the Maine Radon Program recommended that private wells with radon concentrations at or above 10,000 pCi/L be treated to reduce radon levels. Treatment for water with concentrations between 2000 and 10,000 pCi/L (in NH), or 4000 and 10,000 (in ME), may be advisable if the air concentrations in the home exceed 4 pCi/L. The EPA has proposed a limit of 4000 pCi/L, but this has never been enacted. Massachusetts recommends 10,000 pCi/L and Vermont 4,000 pCi/L. A useful equation developed by the EPA to determine the seriousness of Radon in water is that 1 pCi/L of Radon will develop in air for every 10,000 pCi/L in water. Fluoride (limit = 2.0/4.0 mg/l secondary/primary): Fluoride occurs naturally in New England’s bedrock. Fluoride has no taste, color, or odor and thus the only way to determine its concentration is by laboratory analysis. The Centers for Disease Control (CDC) have recommended 0.7 – 1.2 milligrams per liter (mg/L) as the optimum beneficial concentration of fluoride in drinking water for dental protection. Below 0.5 mg/L there is little tooth decay protection. Above 1.5 mg/L, there is little additional benefit. In the range of 2.0-4.0 mg/L of fluoride, staining of tooth enamel is possible. At concentrations above 4.0 mg/L, studies have shown the possibility of skeletal fluorosis as well as the staining of teeth. In its most severe form, skeletal fluorosis is characterized by irregular bone deposits that may cause arthritis and crippling when occurring at joints. MtBE / Volatile Organic Compounds (VOC'-s): MtBE is the abbreviation for the compound “methyl tertiary butyl ether”. This compound is a former additive to gasoline. Thus, its presence in well water would indicate that gasoline contamination exists in the well. MtBE degrades very slowly, is highly soluble in water, and has very low taste and odorthresholds. The EPA has not set a formal health- based drinking water standard for MtBE. However, the NH. Department of Health and Human Services has developed a health-based drinking water standard for MtBE of 13 micrograms per liter (ug/L). MtBE is tested in a group of approx. 70 compounds associated with petroleum or organic chemical contamination called Volatile Organic Compounds (VOCs). VOCs are found in a variety of commercial, industrial, and residential products, including gasoline, solvents, cleaners, degreasers, paints, inks, and dyes. Many of these compounds are also known human carcinogens. Sulfide (Rotten Egg Odor): Sulfide can be formed naturally as a by-product of the decomposition of organic material possibly aided by the presence of non-hazardous sulfur reducing bacteria, or by chemical reactions of soil and bedrock minerals containing sulfur. At the concentrations typically found in drinking water, it is not hazardous to health. It is also important to note that the odor threshold for sulfide is considerably lower than the point at which our laboratory test detects it. So, you may smell it before we can find it. Per- and Polyfluoroalkyl Substances (PFAS) (NH Limits PFOA=12 ng/L, PFOS=15 ng/L, PFNA=11 ng/L, PFHxS=18 ng/L) PFAS are a group of various man-mase compounds. These chemicals include PFOA, PFAS, and other chemicals which are used in the manufacturing of many everyday products. Examples of products containing PFAS include food packaging, fire fighting foam, non-stick pans, stain resistant fabrics, microwave popcorn bags, and numerous other common household products. The two most studied compounds of the full list of PFAS chemicals are PFOS and PFOA, which have been given a combined limit of 70 ng/L by the EPA.

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