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Home My WebLink About0005 DARBY WAY - Health ,..459 Old Mi11 -Rd _ .Osteiville W ,� A=`1.66 00.1 .. �•/ �" ,. -. y ^ � ; of ,� •�V � � � �� d. o e o .' .. •- ,,.. a "' v. c tl m is r .,:� •,: _ x - w ' r. 4' m- .f..A_,..,•..,�Q,. . .�,...,_. � , � �..., c��,-.. y .. ...-.. .'� _ o - a � �..-. -'�'�-L9' 'r'—�.a a _ v� - �. � :y, ro o;'.� H - o l/ V roh, Town of Barnstable * IIAFtNSTABLE, Board of Health - / �p i6gq. �m PrEb MA'1 A 200 Main Street, Hyannis MA 02601 Office: 508-862-4644 Wayne Miller,M.D. FAX: 508-790-6304 Paul Canniff,D.M.D. Junichi Sawayanagi Jan. 15, 2014 Mr. Matthew Eddy Baxter Nye Engineering and Surveying 78 North Street Hyannis, MA 02601 RE: -0- Darby Way (formerly: 459 Old Mill Road), Osterville M/P 143-040-003 J" Variance Decision Dear Mr. Eddy, You are granted a variance on behalf of your client, Osterville Landing, LLC, to construct an innovative/alternative shared system at 459 Old Mill Road, Osterville. The proposed plan was.prepared for a residential development consisting of 11 single-family homes with a total of 37 bedrooms and a design wastewater flow of 4,070 gallons per day. The Title 5 system proposed to service the development includes an 8-inch diameter sewer main, a 19,000-gallon two-compartment septic tank, a Bioclere secondary treatment unit, an 11,000-gallon pump chamber and a soil absorption system consisting of 18 50'x2'x2' stone trenches. The variance granted is as follows: 310 CMR 15.221(7): To place more than 36 inches of soil cover over the top of the system. This variance is granted subject to the following conditions: (1) The septic tanks shall constructed of H2O (heavy duty) loading. The plan shall be revised to note,this requirement. (2) Soil and percolation'data shall be confirmed prior to or at the time of installation of the septic system components: (3) The wastewater shall be tested quarterly during the first two years of operation. OQ:\WPFILES\MatthewEddyDarbyWayOstervilleIIHomeDevelopmentVariance.doc i r (4). The influent and effluent shall be tested for the following.parameters: pH, BOD, TSS, TKN, Ammonia-Nitrogen, Nitrate-Nitrite. (5) The effluent shall be the following concentration limit for total nitrogen: 15 mg/liter. (6) After two years of operation (sometime in 2016) the applicant shall appear before the Board of Health during a public meeting to present the results of the influent and effluent testing. (7) The applicant shall submit a letter to the Board of Health indicating that the parcel reserved for drainage marked as "Lot 12 Stormwater Management Parcel" shown on the revised plan will not be built upon. (8) The applicant shall submit a letter to the Board of Health indicating that the parcel reserved for sewage treatment marked "Wastewater Treatment Area"shown pn the revised plan will not be built upon. incerely yours, Wayne Miller, M.D. Chairman Q:IWPFIL:ES\MatthewEddyDarbyWayOstervilleI MomeDevelopmentVariance.doc i Commonwealth of Massachusetts —' Town of Barnstable Form 11 - Soil Suitability Assessment for On-Site Sewage Disposal DEP has provided this form for use by on-site professionals and local Boards of Health.Other forms may be used,but the information must be substantially the same as provided here.Before using this form,check with your local Board of Health to determine the form they use.. A. Facility Information 1. Facility Information Starboard LLC-Mill Pond Estates Owner Name 459 Old Mill Road Street Address Map/Lot Osterville MA 02655 City/Town State Zip Code B. Site Information . 1. (Check one) New Construction Ej Upgrade Repair ❑ 2. Published Soil Survey available? Yes Xj No ❑ if yes: 1993 1:25,000 CdA Year Published Publication Scale Soil Map Unit Carver Coarse Sand Excessively Drained Soil Name Soil limitations 3. Surficial Geological Report available? Yes X❑ No ❑ If yes: ## 1:24 000 Ok Year Published Publication Scale Map Unit Pleistocene Kame Deposits Upland Plain Geologic Material Landform 4. Flood Rate Insurance Map: Above the 500 year flood boundary? Yes XQ No Within the 100 year flood boundary? Yes No X❑ Within the 500 year flood boundary? Yes ❑ No X� Within a Velocity Zone? Yes No TJ 5. Wetland Area: National Wetland Inventory Map U Upland Map Unit Name Wetlands Conservancy Program Map U Upland Map Unit Name 6. Current Water Resource Conditions(USGS) JULY 05 Range: Above Normal Normal Q Below Normal Q Month/Year 7. Other references reviewed: Page 1 of 7 DEP Form 11 Soil Suitability Assessment for On-Site Sewage Disposal Commonwealth of Massachusetts Town of Barnstable Form 11 Soil Suitability Assessment for On-Site Sewage Disposal C. On-Site Review (minimum of two holes required.at every proposed disposal area) Deep Observation Hole Number: TP1A 22-Jul-05 7:30 a.m.to 5:00 p.m. Sunny Date Time Weather 1. Location Ground Elevation at Surface of Hole 60.0 FT Location(Identify on Plan) See Plan 2. Land Use: Cleared Woods Minimal 0-3% (e.g.woodland,agricultural field,vacant lot,etc.) -S-Urface Stones Slope - Cleared Land Plain See Plan Vegetation Landform Position on landscape(attach sheet 3. Distances from: Open Water Body 1,000 ft. Drainage Way 1,000 ft. Possible Wet Area 1,000 ft. Test eel- feet Property Line 15-50 ft Drinking Water Well None Other eet eeT t 4 Parent Material: Unconsolidated mineral&organic deposits Unsuitable Materials Present: Yes No X❑ If Yes: Disturbed Soil Ej Fill Material ❑ Impervious Layer(s) Weathered/Fractured Rock Ej Bedrock 5 Groundwater Observed: Yes ❑ No XQ If Yes: Depth Weeping from Pit Depth Standing Water in Hole Estimated Depth to High Groundwater: Greater than 10 ft. inches elevation DEP Form 11 Soil Suitability Assessment for On-Site Sewage Disposal Page 2 of 7 Commonwealth of Massachusetts Town of Barnstable Form 11 - Soil Suitability Assessment for On-Site Sewage Disposal Deep Observation Hole Number: TP1A 5e Ipth Soil Soil Matrix: Redoximorphic Features Soil Coarse Fragments Soil Structure, Soil Other o (In.) Horizon/ /o Color-Moist (mottles) Texture by Volume Consistence Layer Munsell USDA Moist Cobbles Depth Color Percent Gravel &Stones 4-0 O 10YR.2/1 - - - SANDY 2 WEAK FRIABLE 0-2 A 10YR 2/1 LOAM GRANULAR SANDY <2 - WEAK FRIABLE 2.9 E 10YR 6/1 = - LOAM GRANULAR LOAMY <2 WEAK FRIABLE 9-23 B 10YR 5/6 , - SAND - GRANULAR 23-86 C1. 10YR 4/6 LOAMY <2 - MASSIVE FRIABLE SAND 86-120, C2 10YR 6/2 - - SAND 10% 5% MASSIVE FRIABLE Additional Notes .w r Page 3 of 7 DEP Form 11 Soil Suitability Assessment for On-Site Sewage Disposal . a Commonwealth of Massachusetts -_ Town of Barnstable Form 11 - Soil Suitability Assessment for On-Site Sewage Disposal C. On-Site Review Deep Observation Hole Number: TP1B 22-Jul-05 7:30 a.m.to 5:00 p.m. Sunny Date Time Weather 1. Location Ground Elevation at Surface of Hole 60.0 FT Location(Identify on Plan) See Plan 2. Land Use: Cleared Woods Minimal 0-3% (e.g.woodland,agricultural field,vacant lot,etc.) -Turface Stones 7g ope(° Cleared Land Plain See Plan egetation andform osdion on landscape(attach sheet) 3. Distances from: Open Water Body 1,000 ft. Drainage Way 1,000 ft. Possible Wet Area 1,000 ft. Teat feet feel Property Line 15-50 ft Drinking Water Well None Other feet - eet 4 Parent Material: Unconsolidated mineral&organic deposits Unsuitable Materials Present: Yes No XQ If Yes: Disturbed Soil Fill Material Impervious Layer(s) ❑ Weathered/Fractured Rock Bedrock 5 Groundwater Observed: Yes No XQ If Yes: Depth Weeping from Pit Depth Standing Water in Hole Estimated Depth to High Groundwater: Greater than 10 ft. inches elevation DEP Form 11 Soil Suitability Assessment for On-Site Sewage Disposal Page 4 of 7 d Commonwealth of Massachusetts -_ _— Town of Barnstable Form 11 - Soil Suitability Assessment for On-Site Sewage Disposal Deep Observation Hole Number: TP1 B Depth Isoil Soil Matrix: Redoximorphic Features Soil Coarse Fragments Soil Structure Soil Other (In.) Horizon/ Color-Moist (mottles) Texture %by Volume Consistence La er Munsell - USDA Moist Depth Color Percent Gravel Cobbles &Stones 4-0 O 10YR 2/1 - 0 1 A 10YR 2/1 SANDY WEAK FRIABLE - _ LOAM <2 GRANULAR 1-5 E 10YR 6/1 _ SANDY WEAK LOAM <2 GRANULAR FRIABLE WEAK 5-24 B' 10YR 5/6 - - SA DY <2 7 GRANULAR FRIABLE 24-120 C1 10YR 4/6 - _ _, LOAMY .<2 - MASSIVE FRIABLE SAND Additional Notes }i P 5of7 DEP Form 11 Soil Suitability Assessment for On-Site Sewage Disposal age Commonwealth of Massachusetts Town of Barnstable Form 1.1 - Soil Suitability Assessment for On-Site Sewage Disposal C. On-Site Review Deep Observation Hole Number: TP1C 22-Jul-05 7:30 a.m.to 5:00 p.m. Sunny Dale Time Bather 1. Location Ground Elevation at Surface of Hole 60.0 FT Location(Identify on Plan) See Plan 2. Land Use: Cleared Woods Minimal 0-3% (e.q.woodland,agricultural field,vacant lot,etc.) urface Stones lope(%) Cleared Land Plain See Plan Vegetation Landform Position on landscape attach sheet) 3. Distances from: Open Water Body 1,000 ft. Drainage Way 1,000 ft. Possible Wet Area 1,000 ft. feet eel— feet Property Line 15-50 ft Drinking Water Well None Other feet - eel— 4 Parent Material: Unconsolidated mineral&organic deposits Unsuitable Materials Present: Yes No 0 If Yes: Disturbed Soil Fill Material Impervious Layer(s) Weathered/Fractured Rock Bedrock 5 Groundwater Observed: Yes No X� If Yes: Depth Weeping from Pit Depth Standing Water in Hole Estimated Depth to High Groundwater: Greater than 10 ft. inches elevation DEP Form 11 Soil,Suitability Assessment for On-Site Sewage Disposal Page 6 of 7 6 Commonwealth of Massachusetts Town of Barnstable Form 11 - Soil Suitability Assessment for On-Site Sewage Disposal Deep Observation Hole Number: TP1C Depth Soil Soil Matrix: Redoximorphic Features Soil Coarse Fragments Soil Structure. Soil Other (In.) Horizon/ Color-Moist (mottles) Texture %by Volume Consistence Layer Munsell USDA Moist Depth Color Percent Gravel Cobbles 8 Stones 3-0 O 10YR 2/1 WEAK 0-1 A 10YR 2/1 - SANDY <LOAM 2 GRANULAR FRIABLE 1-6 WEAK E 10YR 6/1 - - - LOAM `2 GRANULAR FRIABLE 6-26 B 10YR 5/6 - SOA M <2 - G WEAK R FRIABLE 26-120 C1 10YR 4/6 _ LOAMY .<2 MASSIVE FRIABLE SAND Additional Notes DEP Form 11.Soil Suitability Assessment for On-Site Sewage Disposal Page 7 of 7 Commonwealth of Massachusetts Town of Barnstable Form 11 - Soil Suitability Assessment for On-Site Sewage Disposal C. On-Site Review Deep Observation Hole Number: TP2A 22-Jul-05 7:30 a.m.to 5:00 p.m. Sunny Date rime Bather 1. Location Ground Elevation at Surface of Hole 60.0 FT Location(Identify on Plan) See Plan 2. Land Use: Cleared Woods Minimal 0-3% e.g.woodland,agricultural field,vacant lot,etc.) Surface Stones lope(%) Cleared Land Plain See Plan Vegetation and orm Position on landscape(attach sheet 3. Distances from: Open Water Body 1,000 ft. Drainage Way 1,000 ft. Possible Wet Area 1,000 ft. eel- feel feet Property Line 15-50 ft Drinking Water Well None Other eel eeT-t 4 Parent Material: Unconsolidated mineral&organic deposits Unsuitable Materials Present: Yes No X❑ If Yes: Disturbed Soil Fill Material 0 Impervious Layer(s) ❑ Weathered/Fractured Rock Bedrock 5 Groundwater Observed: Yes No XI If Yes: Depth Weeping from Pit Depth Standing Water in Hole Estimated Depth to High Groundwater: Greater than 1oft. inches elevation DEP Form 11 Soil Suitability Assessment for On-Site Sewage Disposal Page 8 of 7 q Commonwealth of Massachusetts F Town of Barnstable Form 1.1 Soil:Suitability Assessment for On-Site Sewage Disposal Deep Observation Hole Number: TP2A Depth Soil Soil Matrix: Redoximorphic Features Soil Coarse Fragments Soil Structure. Soil Other (In.) Horizon/ Color-Moist (mottles) Texture %by Volume Consistence Layer . Munsell USDA Moist Depth Color Percent Gravel Cob P Cobbles &Stones 3-0 O 10YR 2/1SANDY WEAK 0-1 A 10YR 2/1 - - LOAM <2 GRANULAR FRIABLE 1 5 E 10YR 6/1 - SANDY <LOAM 2 WEAK GRANULAR FRIABLE WEAK 5-22 B 10YR 5/6 - �ND <2` GRANULAR FRIABLE 22-120 C1 10YR 4/6 - LOAMY <2 MASSIVE FRIABLE SAND Additional Notes Page 9 of 7 DEP Form 11-Soil Suitability Assessment for On-Site Sewage Disposal Commonwealth of Massachusetts Town of f3 3rnstable Form 11 , Soil Suitability Assessment for On-Site Sewage Disposal C. On-Site Review Deep Observation Hole Number: TP26 22-Jul-05 7:30 a.m.to 5:00 p.m. Sunny Date Time eat er 1. Location Ground Elevation at Surface of Hole 60.0 FT Location(Identify on Plan) See Plan 2. Land Use: Cleared Woods Minimal 0-3% (e.g.woodland,agricultural field,vacant lot,etc.) .-Surface Stones Tiope( o Cleared Land Plain See Plan Vegetation - Landform Position on landscape lattach sheet) - 3. Distances from: Open Water Body 1,000 ft. Drainage Way 1,000 ft. Possible Wet Area 1,000 ft. feet feet feet Property Line 15-50 ft Drinking Water Well None Other feet - eel- 4 Parent Material: Unconsolidated mineral&organic deposits Unsuitable Materials Present: Yes E] No X] If Yes: Disturbed Soil Fill Material Q Impervious Layer(s) Weathered/Fractured Rock Bedrock 5 Groundwater Observed: .Yes No X❑ If Yes: Depth Weeping from Pit Depth Standing Water in Hole Estimated Depth to High Groundwater: Greater than 10 ft. inches a evation DEP Form 11 Soil Suitability Assessment for On-Site Sewage Disposal Page 10 of 7 Commonwealth of Massachusetts - - Town of Barnstable Form 11 - Soil Suitability Assessment for On-Site Sewage Disposal Deep Observation Hole Number: TP213 Depth Soil Soil Matrix: Redoximorphic Features Soil Coarse Fragments Soil Structure Soil Other (In.)- Horizon/ Color-Moist (mottles) Texture %by Volume Consistence Layer Munsell USDA Moist Depth Color Percent Gravel Cobbles &Stones 3-0 O 10YR 2/1 - - - - 0-1 A 10YR 2/1 SANDY 2 WEAK FRIABLE LOAM < GRANULARSANDY WEAK 1-3 E 10YR 6/1 LOAM <2 - GRANULAR FRIABLE 3-25 B: 10YR 5/6 _ _ LOAMY WEAK SAND <2 GRANULAR FRIABLE 25-120 C1 10YR 4/6 - _ LOAMY <2 - MASSIVE FRIABLE SAND Additional Notes ' s. Page 11 of 7 DEP Form 11 Soil Suitability Assessment for On-Site Sewage Disposal Commonwealth of Massachusetts - Town of Barnstable Form 11 - Soil Suitability Assessment for On-Site Sewage Disposal C. On-Site Review Deep Observation Hole Number: TP3A 22-Jul-05 7:30 a.m.to 5:00 p.m. Sunny Date Tme eat er 1. Location Ground Elevation at Surface of Hole 59.0 FT Location(Identify on Plan) See Plan 2. Land Use: Cleared Woods Minimal 0-3% (e.g.woodland,agricultural fie d,vacant lot,etc.) u ace tones 7911ope(%) Cleared Land Plain See Plan Vegetation andform osdion on landscape(attach sheet) 3. Distances from: Open Water Body 1,000 ft. Drainage Way 1,000 ft. Possible Wet Area 1,000 ft. feet eel — feet Property Line 15-50 ft Drinking Water Well None Other feet eet 4 Parent Material: Unconsolidated mineral&organic deposits Unsuitable Materials Present: Yes No Q If Yes: Disturbed Soil Fill Material Impervious Layer(s) Weathered/Fractured Rock Bedrock 5 Groundwater Observed: Yes No 0 If Yes: Depth Weeping from Pit Depth Standing Water in Hole Estimated Depth to High Groundwater: Greater than 10 ft. inches elevation DEP Form 11 Soil Suitability Assessment for On-Site.Sewage Disposal Page 12 of 7 Commonwealth of Massachusetts Town of Barnstable Form 11 - Soil Suitability Assessment for On-Site Sewage Disposal Deep Observation Hole Number: TP3A Depth Soil Soil Matrix: Redoximorphic Features Soil Coarse Fragments Soil Structure. Soil Other (In.) Horizon/ Color-Moist (mottles) Texture %q by Volume Consistence Layer Munsell USDA Moist Depth Color Percent Gravel Cobbles &Stones 2-0 O 10YR 2/1 - 0-1 A 10YR 2/1 _ SANDY <2 WEAK FRIABLE LOAM GRANULAR SANDY WEAK 1-3 E 10YR 6/1 LOAM <2 GRANULAR FRIABLE 3-29 B 10YR 5/6 r OAND AMY <2 GRANULAR WEAK FRIABLE 29-58 C1 10YR 4/6 - LOAMY .<2 MASSIVE FRIABLE SAND 58-120 C2 10YR 6/2 _ LOAMY SAND 5% _ MASSIVE FRIABLE . Additional Notes DEP Form 11.Soil Suitability Assessment for On-Site Sewage Disposal Page 13 of 7 Commonwealth of Massachusetts _— Town of Barnstable Form 11 - Soil Suitability Assessment for On-Site Sewage Disposal C. On-Site Review Deep Observation.Hole Number: TP313 22-Jul-05 7:30 a.m.to 5:00 p.m. Sunny Date Time Weather 1. Location Ground Elevation at Surface of Hole 59.0 FT Location(Identify on Plan) See Plan 2. Land Use: Cleared Woods Minimal 0-3% (e.g.woodland,agricultural fiel ,vacant lot,etc.) Surface Stones lope(h) Cleared Land Plain See Plan egetation Landform Position on landscape attacsheet) 3. Distances from: Open Water Body 1,000 ft. Drainage Way 1,000 ft. Possible Wet Area 1,000 ft. eel eel eet Property Line 15-50 ft Drinking Water Well None Other eeT t eel- 4 Parent Material: Unconsolidated mineral&organic deposits Unsuitable Materials Present: Yes F_�. No XQ If Yes: Disturbed Soil ❑ Fill Material Impervious Layer(s) Q Weathered/Fractured Rock Bedrock ❑ 5 Groundwater Observed: Yes No X❑ If Yes: Depth Weeping from Pit Depth Standing Water in Hole Estimated Depth to High Groundwater: Greater than 10 ft. inches elevation DEP Form 11 Soil Suitability Assessment for On-Site Sewage Disposal Page 14 of 7 IV - Commonwealth of Massachusetts Town of Barnstable Form 11 - Soil Suitability Assessment for On-Site Sewage Disposal Deep Observation Hole Number: TP313 Depth Soil Soil Matrix: Redoximorphic Features Soil Coarse Fragments Soil Structure Soil Other (In.) Horizon/ Color-Moist (mottles) Texture %by Volume Consistence Layer Munsell USDA Moist Depth Color Percent Gravel Cobbles &Stones 2-0 O 10YR 2/1 - - - SANDY WEAK FRIABLE 0-2 A 1-0YR 2/1 LOAM <2 GRANULAR SANDY 2 WEAK FRIABLE 2-5 E 10YR 6/1 LOAM < GRANULAR _5-24: B 10YR 5/6 SAND LOAMY <2 WEAK GRANULAR. FRIABLE 24-59 C1 10YR 416 - LOAMY <2 MASSIVE FRIABLE SAND 59-120 C2 10YR 6/2 - LOAMY '5% <2 MASSIVE FRIABLE SAND Additional Notes Page 15 of 7 DEP Form 11 Soil Suitability Assessment for On-Site Sewage Disposal - Commonwealth of Massachusetts - Town of Barnstable Form 11 - Soil Suitability Assessment for On-Site Sewage Disposal C. On-Site Review Deep.Observation Hole Number: TP4A 22-Jul-05' 7:30 a.m.to 5:00 p.m. Sunny ate Time eat er 1. Location Ground Elevation at Surface of Hole 56.0 FT Location(Identify on Plan) See Plan 2. Land Use: Cleared Woods Minimal 0-3% e.g.woodland,agricultural field,vacant lot,etc.) Surrace Stones T15pe Cleared Land Plain See Plan egetaLon Land form Position on landscape attach sheet) 3. Distances from: Open Water Body 1,000 ft. Drainage Way 1,0 00 ft. Possible Wet Area 1,000 ft. eel- eel- feet Property Line 15-50 ft Drinking Water Well None Other eel t eel- 4 Parent Material: Unconsolidated mineral&organic deposits Unsuitable Materials,Present: Yes No X� If Yes: Disturbed Soil Fill Material Impervious Layer(s) Weathered/Fractured Rock Bedrock 5 Groundwater Observed: Yes No X� If Yes: Depth Weeping from Pit Depth Standing Water in Hole Estimated Depth to High Groundwater: Greater than 10 ft. riches elevation DEP Form 11 Soil Suitability Assessment for On-Site Sewage Disposal Page 16 of 7 ' � t Commonwealth of Massachusetts -_ Town of Barnstable Form 11 Soil Suitability Assessment for On-Site Sewage Disposal Deep Observation Hole Number: TP4A Depth foil Soil Matrix: Redoximorphic Features Soil Coarse Fragments Soil Structure Soil Other (In.) orizon/ Color-Moist (mottles) Texture %by Volume Consistence Layer Munsell USDA Moist Depth Color Percent Gravel Cobbles &Stones 0-2 A 10YR 2/1 - SANDY <2 WEAK FRIABLE LOAM GRANULAR 24 E 10YR 6/1 - - LOAMY 2 GRANULAWEAK R FRIABLE LOAMY WEAK FRIABLE 4-24 B 10YR 5/6 - SAND 3% GRANULAR �. 24-75 C1 ' 10YR 4/6 _ _ LOAMY 5% <2 MASSIVE FRIABLE SAND 75-120 C2 10YR 6/2 _ LOAMY <2, <2 MASSIVE FRIABLE SAND Additional Notes To 'or organic layer has been removed during site clearing dd p g y 9 9 DEP Form 11 Soil Suitability Assessment for On-Site Sewage Disposal Page 17 of 7 Commonwealth of Massachusetts Town of Barnstable Form 11 - Soil Suitability Assessment for On-Site Sewage Disposal C. On-Site Review Deep Observation Hole Number: TP46 22-Jut-05. 7:30 a.m.to 5:00 p.m. Sunny Date Time Weather 1. Location Ground Elevation at Surface of Hole 57.0 FT Location(Identify on Plan) See Plan 2, Land Use: Cleared Woods Minimal 0-3% (e.g.woodland,agricultural field,vacant lot,etc.) urface Stones Slope(°) Cleared Land Plain See Plan Vegetation Landform Position on landscape(attach sheet) 3. Distances from: Open Water Body 1,000 ft. Drainage Way 1,000 ft. Possible Wet Area 1,000 ft. eel 1 feet eet. Property Line 15-50 ft Drinking Water Well None Other eet eel 4 Parent Material: Unconsolidated mineral&organic deposits Unsuitable Materials Present: Yes No FTJ If Yes: Disturbed Soil Fill Material Impervious Layer(s) Weathered/Fractured Rock Bedrock 5 Groundwater Observed: Yes No TJ If Yes: Depth Weeping from Pit Depth Standing Water in Hole Estimated Depth to High Groundwater: Greater than 10 ft. mches elevation DEP Form 11 Soil Suitability Assessment for On-Site Sewage Disposal Page 18 of 7 1 Commonwealth of Massachusetts ` Town of Barnstable Form 11 - Soil Suitability Assessment for On-Site Sewage Disposal Deep Observation Hole Number: TP4B Depth Soil Soil Matrix:' Redoximorphic Features Soil Coarse Fragments Soil Structure Soil Other (In.) Horizon/. Color-Moist (mottles) Texture %by Volume Consistence Layer Munsell USDA Moist Depth Color. Percent Gravel Cobbles &Stones 0-1 A 10YR 2/1 SANDY LOAM <2 GRANULAR WEAK FRIABLE WEAK 1-3 E 10YR 6/1 - LOAMY <2 - GRANULAR FRIABLE 3-25 B 10YR 5/6 _ LOAMY 3% WEAK GRANULAR SAND FRIABLE 25-72 C1 10YR 4/6 _ LOAMY 5% <2 MASSIVE FRIABLE SAND 72-120 C2 10YR 6/2 _ _ LOAMY SAND <2 <2 MASSIVE FRIABLE Additional Notes Top organic layer has been removed during site clearing DEP Form 11 Soil Suitability Assessment for On-Site Sewage Disposal Page 19 of 7 Commonwealth of Massachusetts = Town of Barnstable Form 11 - Soil Suitability Assessment for On-Site Sewage Disposal C. On-Site Review Deep Observation Hole Number: TP5A 22-Jul-05 7:30 a.m.to 5:00 p.m. Sunny Date Time Weather 1. Location Ground Elevation at Surface of Hole 60.0 FT Location(Identify on Plan) See Plan 2. Land Use: Cleared Woods Minimal 0-3% (e.g:woodland,agricultural field,vacant lot,etc.) Surface Stones 7911ope(%) Cleared Land Plain See Plan - egetation Landform Position on landscape(attach sheet) 3. Distances from: Open Water Body 1,000 ft. Drainage Way 1,000 ft. Possible Wet Area 1,000 ft. eel t ee-t feet Property Line 15-50 ft Drinking Water Well None Other eeT t eel 4 Parent Material: Unconsolidated mineral&organic deposits Unsuitable Materials Present: Yes ❑ No TJ If Yes: Disturbed Soil Fill Material Q Impervious Layer(s) Weathered/Fractured Rock Bedrock 5 Groundwater Observed: Yes No X❑ If Yes: Depth Weeping from Pit Depth Standing Water in Hole Estimated Depth to High Groundwater: Greater than 10 ft. inc s elevation Pa 2 I DEP Form 11 Soil Suitability Assessment for On Site Sewage Disposal ge 0 0 f7 Commonwealth of Massachusetts Town of Barnstable Form 11 - Soil Suitability Assessment for On-Site Sewage Disposal Deep Observation Hole Number: TP5A Depth Soil Soil Matrix: Redoximorphic Features Soil Coarse Fragments Soil Structure Soil Other (In.) Horizon/ Color-Moist (mottles) Texture - %by Volume Consistence Layer Munsell USDA Moist Depth Color Percent Gravel Cobbles &Stones 2-0 O 10YR 2/1 - - WEAK 0-4 A 10YR 2/1 - SAND LOAMY 2 GRANULAR FRIABLE SANDY WEAK 4-5 E 10YR 6/1 :. LOAM <? GRANULAR FRIABLE " WEAK 5-30: B 1QYR 5/6 LOANDY 3% GRANULAR FRIABLE 30-52 C1 10YR 4/6 - - LOAMY 5% <2 MASSIVE FRIABLE SAND 52-120 C2 10YR 5/6 - - SAND MASSIVE FRIABLE Additional Notes 5 . DEP Form 11 Soil Suitability Assessment for On-Site.Sewage Disposal Page 21 of 7 Commonwealth of Massachusetts vj� Town of Barnstable Form 11 - Soil Suitability Assessment for On-Site Sewage Disposal C. On-Site Review Deep Observation Hole Number: TP513 22-Jul-05 7:30 a.m.to 5:00 p.m. Sunny Date Time Bather 1. Location Ground Elevation at Surface of Hole 60.5 FT Location(Identify on Plan) See Plan 2. Land Use: Cleared Woods Minimal 0-3% (e.g.woodland,agricultural fie d,vacant lot,etc.) Surface Stones Slope(°) Cleared Land Plain See Plan egetation. Land form _ Position on landscape(attach sheet) 3. Distances from: Open Water Body 1,000 ft. Drainage Way 1,000 ft. Possible Wet Area 1,000 ft. Teat eel t feet Property Line 15-50 ft Drinking Water Well None Other eel eel 4 Parent Material: Unconsolidated mineral&organic deposits Unsuitable Materials Present: Yes No XQ If Yes: Disturbed Soil ❑ Fill Material ❑ Impervious Layer(s) Weathered/Fractured Rock Bedrock El 5 Groundwater Observed: Yes No X❑ If Yes: Depth Weeping from Pit Depth Standing Water in Hole Estimated Depth to High Groundwater: Greater than 10 ft. inches elevation DEP Form 11 Soil Suitability Assessment for On-Site Sewage Disposal Page 22 of 7 Commonwealth of Massachusetts = Town of Barnstable Form 11 - Soil Suitability Assessment for On-Site Sewage Disposal Deep Observation Hole Number: TP5B Depth Soil Soil Matrix: Redoximorphic Features Soil Coarse Fragments Soil Structure. Soil Other (In.) Horizon/ Color-Moist (mottles) Texture %by Volume Consistence Layer . Munsell USDA Moist Depth Color. Percent Gravel Cobbles &Stones 3 0 O 10YR 2/1SANDY < WEAK 0-2 A 10YR 2/1 - - LOAM 2 GRANULAR FRIABLE 2-4 E 10YR 6/1 - _ SANDY <'' - WEAK FRIABLE LOAM GRANULAR 4-29 B 10YR 5/6 - _ LOAMY 3% - WEAK FRIABLE SAND GRANULAR 29-50 C1 10YR 4/6 - LOAMY 5% MASSIVE. FRIABLE SAND 50-120 C2 10YR 5/6 - - SAND - MASSIVE FRIABLE Additional Notes DEP Form 11 Soil Suitability Assessment for On-Site.Sewage Disposal Page 23 of 7 Commonwealth of Massachusetts —_ - Town of Barnstable Form 11 - Soil Suitability Assessment for On-Site Sewage Disposal C. On-Site Review Deep Observation Hole Number: TP6A 22-Jul-05 7:36 a.m.to 5:00 p.m. Sunny Date Time weather 1. Location Ground Elevation at Surface of Hole 60.5 FT Location(Identify on Plan). See Plan 2. Land Use: Cleared Woods Minimal 0-3% (e.g.woodland,agricultural field,vacant lot,etc.) Surface Stones lope(h Cleared Land Plain See Plan Vegetation Landform Position on landscape attach sheet) 3. Distances from:. Open Water Body 1,000 ft. Drainage Way 1,000 ft. Possible Wet Area 1,000 ft. Test eet feet. Property Line 15-50 ft Drinking Water Well None Other feet feet 4 Parent Material: Unconsolidated mineral&organic deposits Unsuitable Materials Present: Yes ❑ No X� If Yes: Disturbed Soil ❑ Fill Material Impervious Layer(s) Weathered/Fractured Rock ❑ Bedrock El 5 Groundwater Observed: Yes ❑ No XQ If Yes: Depth Weeping from Pit Depth Standing Water in Hole Estimated Depth to High Groundwater: Greater than 10 ft. in es elevation DEP Form 11 Soil Suitability Assessment for On-Site Sewage Disposal Page 24 of 7 Commonwealth of Massachusetts _— Town of Barnstable Form 11 Soil Suitability Assessment for On-Site Sewage Disposal Deep Observation Hole Number: TP6A Depth Soil Soil Matrix: Redoximorphic Features Soil Coarse Fragments Soil Structure Soil Other (In.) Horizon/ Color-Moist (mottles) Texture %by Volume Consistence Layer Munsell USDA Moist Depth Color Percent Gravel Cobbles 8 Stones 0-2 A 10YR 2/1 _- SANDY <2 WEAK FRIABLE LOAM GRANULAR 2-4 E 10YR 6/1 - LOAMY <2 GRANULAR WEAK FRIABLE LOAM WEAK 4-24 B 10YR 5/6 - SANDY.. 3%. GRANULAR FRIABLE 24-50 C1 10YR 4/6 _ LOAMY 5% <2 . MASSIVE FRIABLE SAND 50-120 C2 '.'l OYR 6/2 - - - SAND - MASSIVE FRIABLE Additional Notes . To organic layer has been removed during site clearing � 9 Y 9 9 DEP Form 11 Soil Suitability Assessment for On-Site Sewage Disposal Page 25 of 7 Commonwealth of Massachusetts Town of Barnstable Form 11 Soil Suitability Assessment for On-Site Sewage Disposal C. On-Site Review Deep Observation Hole Number: TP613 22-Jul-05 7:3o a.m.to 5:00 p.m. Sunny ate Time Weather 1. Location Ground Elevation at Surface of Hole 60.0 FT Location(Identify on Plan) See Plan 2. Land Use: Cleared Woods Minimal 0-3% (e.g.woodland,agricultural field,vacant lot,etc.) SSurface Stones Slope %) Cleared Land Plain See Plan Vegetation Landform Position on landscape(attach sheet) 3. Distances from: Open Water Body 1,000 ft. Drainage Way 1,000 ft. Possible Wet Area 1,000 ft. eeT 1 feet eet Property Line 15-50 ft Drinking Water Well None Other feet eT 1 4 Parent Material: Unconsolidated mineral&organic deposits Unsuitable Materials Present: Yes No. X❑ If Yes: Disturbed Soil ❑ Fill Material ❑ Impervious Layer(s) ❑ Weathered/Fractured Rock ❑ Bedrock ❑ 5 Groundwater Observed: Yes No X If Yes: Depth Weeping from Pit Depth Standing Water in Hole Estimated Depth to High Groundwater: Greater than 10 ft. - inches elevation DEP Form 11 Soil Suitability Assessment for On-Site Sewage Disposal Page 26 of 7 Commonwealth of Massachusetts - Town of Barnstable Form 11 - Soil Suitability Assessment for On-Site Sewage Disposal Deep Observation Hole Number: TP66 Depth Soil Soil Matrix: Redoximorphic Features Soil Coarse Fragments Soil Structure Soil Other (In.) Horizon/ Color-Moist (mottles) Texture %by Volume Consistence Layer Munsell USDA Moist Depth Color Percent Gravel Cobbles &Stones SANDY WEAK 0-3 A_ 10YR 2/1 _ LOAM <2 GRANULAR FRIABLE 3-5 E 10YR 6/1 - _ SANDY <2 WEAK FRIABLE LOAM GRANULAR 5-24 B . 10YR 5/6 :. _ _ LOAMY 3% WEAK FRIABLE SAND GRANULAR 24-50 C1 10YR 4/6 _ LOAMY 5% <2 MASSIVE FRIABLE SAND 50-120 C2 10YR 612 - - SAND MASSIVE FRIABLE Additional Notes. Top organic layer has been removed during site clearing DEP Form 11 Soil Suitability Assessment for On-Site Sewage Disposal Page 27 of 7 Commonwealth of Massachusetts Town of Barnstable Form 11 Soil Suitability Assessment for On-Site Sewage Disposal C. On-Site Review Deep Observation Hole Number: TP7A 22-Jul-05 7:30 a.m.to 5:00 p.m. Sunny ate -Time - Bather 1. Location Ground Elevation at Surface of Hole 60.0 FT Location(Identify on Plan) See Plan 2. Land Use: Cleared Woods Minimal 0-3% (e.g.woodland,agricultural field,vacant lot,etc.) Surface Stones lope Cleared Land Plain See Plan egetation Landform Position on landscape(attach sheet) 3. Distances from: Open Water Body 1,000 ft. Drainage Way 1,000 ft. Possible Wet Area 1,000 ft. eeT t eel t feet Property Line 15-50 ft Drinking Water Well None Other eel eel 4 Parent Material: Unconsolidated mineral&organic deposits Unsuitable Materials Present: Yes ❑ No X❑ If Yes: Disturbed Soil Fill Material Impervious Layer(s) ❑ Weathered/Fractured Rock Bedrock El 5 Groundwater Observed: Yes ❑ No XI If Yes: Depth Weeping from Pit Depth Standing Water in Hole Estimated Depth to High.Groundwater: Greater than 10 ft. me es elevation DEP Form 11 Soil Suitability Assessment for On-Site Sewage Disposal Page 28 of 7 =, commonwealth of Massachusetts Town of,Barnstable Form 11, Soil Suitability Assessment for On-Site Sewage Disposal Deep Observation Hole Number: TP7A Depth Soil Soil Matrix: Redoximorphic Features Soil Coarse Fragments Soil Structure Soil Other (in.) . Horizon/ Color-Moist (mottles) Texture %by Volume Consistence Layer Munsell USDA Moist Depth Color Percent Gravel Cobbles &Stones 0-4 A 10YR 3/2 _ SANDY <2 WEAK FRIABLE LOAM GRANULAR 4-6 E 10YR 6/1 - - SANDY LOAM <2 WEAK GRANULAR FRIABLE 6-26 B 10YR 5/6 _ LOAMY <2 WEAK FRIABLE SAND GRANULAR . 26 90 C1 10YR 4/6 LOAMY. - SAND <2 MASSIVE FRIABLE 90-120 C2 10YR 6/2 - - SAND - MASSIVE FRIABLE F-T, Additional Notes Top organic layer has been removed during site clearing DEP Form 11 Soil Suitability Assessment for On-Site Sewage Disposal Page 29 of 7 Commonwealth of Massachusetts Town of Barnstable Form 11 - Soil Suitability Assessment for On-Site Sewage Disposal C. On-Site Review Deep Observation Hole Number: TP76 22-Jul-05 7:30 a.m.to 5:00 p.m. Sunny Date 71me weal er . 1. Location Ground Elevation at Surface of Hole 59.5 FT Location(Identify on Plan) See Plan 2. Land Use: Cleared Woods Minimal 0-3% (e.g.woodland,agricultural field,vacant lot,etc.) Surface Stones lope %) Cleared Land Plain See Plan Ve-getation andform osition on landscape attach sheet) 3. Distances from: Open Water Body 1,000 ft. Drainage Way 1,000 ft. Possible Wet Area 1,000 ft. eeT t eel- feet Property Line 15-50 ft Drinking Water Well None Other feet eel 4 Parent Material: Unconsolidated mineral&organic deposits Unsuitable Materials.Present: Yes No X❑ If Yes: Disturbed Soil ❑ Fill Material ❑ Impervious Layer(s) ❑ Weathered/Fractured Rock Bedrock 5 Groundwater Observed: Yes ❑ No X❑ If Yes: Depth Weeping from Pit Depth Standing Water in Hole Estimated Depth to High Groundwater: Greater than 10 ft. inches - elevation - DEP Form 11 Soil Suitability Assessment for On-Site Sewage Disposal Page 30 of 7 Commonwealth of Massachusetts Town of Barnstable Form 11 - Soil Suitability Assessment for On-Site Sewage Disposal Deep Observation Hole Number: TP713 Depth Soil Soil Matrix: Redoximorphic Features Soil Coarse Fragments Soil Structure Soil Other (In.) Horizon/ Color-Moist (mottles) Texture %by Volume Consistence Layer Munsell USDA Moist Depth Color . Percent Gravel Cobbles &Stones 3-0 PAVEMENT - r 0-26 B 10YR 5/6 _ _ LOAMY <2 WEAK FRIABLE SAND GRANULAR 26-84 C1 10YR 4/6 _ LOAMY <2 _ MASSIVE FRIABLE SAND 84-120 C2 10YR 6/2 . SAND 7 MASSIVE FRIABLE Additional Notes DEP Form 11 Soil Suitability Assessment for On-Site Sewage Disposal Page 31 of 7 Commonwealth of Massachusetts Town of Barnstable Form 11 - Soil Suitability Assessment for On-Site Sewage Disposal C. On-Site Review Deep Observation Hole Number: TP8A 22-Jul-05 7:30 a.m.to 5:00 p.m. Sunny ate Time Weather 1. Location Ground Elevation at Surface of Hole 60.5 FT Location(Identify on Plan) See Plan 2. Land Use: Cleared Woods Minimal 0-3% e.g.woo land,agricultural tie ,vacant lot,etc.) Surface Stones Slope Cleared Land Plain See Plan Vegetation Landform Position on landscape(attach sheet) 3. Distances from: Open Water Body 1,000 ft. Drainage Way 1,000 ft. Possible Wet Area 1.000 ft. feet eel- feet Property Line 15-50 ft Drinking Water Well None Other eeT t eT t 4 Parent Material:, Unconsolidated mineral&organic deposits Unsuitable Materials Present Yes F No X❑ If Yes: Disturbed Soil Fill Material Impervious Layer(s) Weathered/Fractured Rock 0 Bedrock 5 Groundwater ObsL-rved: Yes Q No X❑ If Yes: Depth Weeping from Pit Depth Standing Water in Hole Estimated Depth to High Groundwater: Greater than 10 ft. in es elevation DEP Form 11 Soil Suitability Assessment for On-Site Sewage Disposal Page 32 of 7 Commonwealth of Massachusetts Town of Barnstable - Form 11 Soil Suitability Assessment for On-Site Sewage Disposal Deep Observation Hole Number: TP8A Depth Soil Soil Matrix: Redoximorphic Features Soil Coarse Fragments Soil Structure Soil Other Horizon/ Color-Moist (mottles) Texture %by Volume Consistence Layer Munsell USDA Moist Depth Color Percent Gravel Cobbles &Stones 0-3 E 10YR 6/1. SANDY <2 WEAK FRIABLE LOAM GRANULAR 3-28 B 10YR 5/6 - _ LOAMY <2. WEAK FRIABLE SAND GRANULAR o 28-120 C 10YR 4/6 - - LOAMY 10/o <2 MASSIVE FRIABLE SAND Additional Notes Top organic layer and loam has been removed during site clearing DEP Form 11 Soil Suitability Assessment for On-Site Sewage Disposal Page 33 of 7 Commonwealth of Massachusetts - Town of Barnstable Form 11 - Soil Suitability Assessment for On-Site Sewage Disposal C. On-Site Review Deep Observation Hole Number: TP8B 22-Jul-05 7:30 a.m.to 5:00 p.m. Sunny Date Time eat er 1. Location Ground Elevation at Surface of Hole 60.5 FT Location(Identify on Plan) See Plan 2. Land Use: Cleared Woods Minimal 0-3% e.g.woodland,agricultural field,vacant lot,etc. Surface Stones 7 opa(°) Cleared Land Plain See Plan egetation Landform Position on landscape(attach sheet) - - 3. Distance_s from: Open Water Body 1,000 ft. Drainage Way 1,000 ft. Possible Wet Area 1,000 ft. Test ee-t feet Property Line 15-50 ft Drinking Water Well None Other Teat eel 4 Parent Material: Unconsolidated mineral&organic deposits Unsuitable Materials Present: Yes No TJ If Yes: Disturbed Soil ❑ Fill Material Impervious Layer(s) ❑ Weathered/Fractured Rock Bedrock 5 Groundwater Observed: Yes No X❑ If Yes: Depth Weeping from Pit Depth Standing Water in Hole Estimated Depth to High Groundwater: Greater than 10 ft. inches elevation - DEP Form 11 Soil Suitability Assessment for On-Site Sewage Disposal Page 34 of 7 - commonwealth of Massachusetts Town of Barnstable. -- Form 11 - Soil Suitability Assessment for On-Site Sewage Disposal Deep Observation Hole Number: TP86 Depth Soil Soil Matrix: Redoximorphic Features Soil Coarse Fragments Soil Structure Soil Other Horizon/ I - c (In.) Co or Moist (mottles) Texture /o by Volume Consistence Layer Munsell USDA Moist Depth Color Percent Gravel Cobbles &Stones 0-2 E 10YR 6/1 - SANDY <2 WEAK FRIABLE LOAM GRANULAR 2-27 B 10YR 5/6 - - - LOAMY <2 - WEAK FRIABLE SAND GRANULAR 27-120 C . 10YR 4/6 _ _ LOAMY 10% <2 MASSIVE FRIABLE SAND T-7 y - I Additional Notes Top organic layer and loam has been removed during site clearing DEP Form 11 Soil Suitability Assessment for On-Site Sewage Disposal Page 35 of 7 Commonwealth of Massachusetts —_ — Town of Barnstable Form 11 - Soil Suitability Assessment for On-Site Sewage Disposal C. On-Site Review Deep Observation Hole Number: TP9A 22-Jul-05 7:30 a.m.to 5:00 P.M. Sunny Date ime Weather 1. Location Ground Elevation at Surface of Hole 60.5 FT Location(Identify on Plan) See Plan 2. Land Use: Cleared Woods Minimal 0-3% (e.g.woodland,agricultural fiel ,vacant ot,etc.) Surface Stones Slope(o) Cleared Land Plain See Plan egetation Landform Position on landscape(attach sheet) 3. Distances from: Open Water Body 1,000 ft. Drainage Way 1,000 ft. Possible Wet Area 1,000 ft. Teat eel- feet Property Line 15-50 ft Drinking Water Well None Other eel t eT t 4 Parent Material: Unconsolidated mineral&organic deposits Unsuitable Materials Present: Yes No X❑ If Yes: Disturbed Soil Ej Fill Material Impervious Layer(s) ❑ Weathered/Fractured Rock Bedrock 5 Groundwater Observed: Yes No X❑ If Yes: Depth Weeping from Pit Depth Standing Water in Hole Estimated Depth to High Groundwater: Greater than 10 ft. inches elevation DEP Form 11 Soil Suitability Assessment for On-Site Sewage Disposal Page 36 of 7 Commonwealth of Massachusetts -- Town of Barnstable Form 11 - Soil Suitability Assessment for On-Site Sewage Disposal Deep Observation Hole Number: TPSA Depth Soil Soil Matrix: Redoximorphic Features Soil Coarse Fragments Soil Structure Soil Other (In.) Horizon/ Color-Moist (mottles) Texture %by Volume Consistence Layer Munsell USDA Moist Depth Color Percent Gravel Cobbles &Stones 0-2 E 10YR 6/1 _ SANDY <2 WEAK FRIABLE LOAM GRANULAR 2-24 B 10YR 5/6 _ _ LOAMY <2 WEAK FRIABLE SAND GRANULAR 24-120 C 10YR 4/6 - _ _ LOAMY 5% �2 MASSIVE FRIABLE SAND Additional Notes Top organic layer and loam has been removed during site clearing DEP Form 11.Soil Suitability Assessment for On-Site Sewage Disposal Page 37 of 7 - - Commonwealth of Massachusetts Town of Barnstable Form 11 - Soil Suitability Assessment for On-Site Sewage Disposal C. On-Site Review Deep'Observation Hole Number:` TP913 22-Jul-05 7:30 a.m.to 5:00 p.m. Sunny '15ate ime Weather 1. Location Ground Elevation at Surface of Hole 60.0 FT Location(Identify on Plan) See Plan 2. Land Use: Cleared Woods Minimal 0-3% e.g.wood an ,agncu tura fie -,vacant lot,etc. Surface Stones Slope ) Cleared Land Plain See Plan egetation andform Tosition on landscape attach sheet) 3. Distances from: Open Water Body 1,000 ft. Drainage Way 1,000 ft. Possible Wet Area 1,000 ft. eel eel feet Property Line 15-50 ft Drinking Water Well None Other eeT t eeT 4 Parent Material: Unconsolidated mineral&organic deposits Unsuitable Materials Present: Yes ❑ No Q If Yes: Disturbed Soil Fill Material Impervious Layer(s) Weathered/Fractured Rock Bedrock 5 Groundwater Observed: Yes No XO If Yes: Depth Weeping from Pit Depth Standing Water in Hole Estimated Depth to High Groundwater: Greater than 10 ft. inches elevation DEP Form 11 Soil Suitability Assessment for On-Site Sewage Disposal Page 38 of 7 LI\ Commonwealth of Massachusetts Town of Barnstable - Form 11 - Soil Suitability Assessment for On-.Site Sewage Disposal Deep Observation Hole Number: TP913 Depth Soil Soil Matrix:, Redoximorphic Features Soil Coarse Fragments Soil Structure Soil Other (In.) : Horizon/ Color-Moist (mottles) Texture %by Volume Consistence Layer Munsell USDA Moist Depth Color Percent Gravel Cobbles &Stones 1-0 0 10YR 2/1 - - - 0-5 E 10YR 6/1 SANDY <2 WEAK FRIABLE LOAM GRANULAR 5-29 B 10YR 5/6 SANDY <2 GRANULAR WEAK FRIABLE 29-120 C 10YR 4/6 _ LOAMY <2 <'2 MASSIVE FRIABLE SAND JA I K� Additional Notes DEP Form 11 Soil Suitability Assessment for On-Site Sewage Disposal Page 39 of 7 - Commonwealth of Massachusetts Town of Barnstable Form 11 - Soil Suitability Assessment for On-Site Sewage Disposal C. On-Site Review Deep Observation Hole Number: TP10A 22-Jul-05 7:30 a.m.to 5:00 p.m. Sunny Date Time Weather 1. Location Ground Elevation at Surface of Hole 61.5 FT Location(Identify on Plan) See Plan 2. Land Use: Cleared Woods Minimal 0-3% (e.g.woodland,agricultural field,vacant lot,etc.) Surface Stones Slope(% Cleared Land Plain See Plan Vegetation Landform Position on landscape(attach sheet) 3. Distances from: Open Water Body 1,000 ft. Drainage Way 1,000 ft. Possible Wet Area 1,000 ft. Teat feet feet Property Line 15-50 ft Drinking Water Well None Other eet eeT t 4 Parent Material: Unconsolidated mineral&organic deposits Unsuitable Materials Present: Yes ❑ No X❑ If Yes: Disturbed Soil Fill Material ❑ Impervious Layer(s) Weathered/Fractured Rock Bedrock 5 Groundwater Observed: Yes No XQ If Yes: Depth Weeping from Pit Depth Standing Water in Hole Estimated Depth to High Groundwater: Greater than 10 ft. inches elevation DEP Form 11 Soil Suitability Assessment for On-Site Sewage Disposal Page 40 of 7 Commonwealth of Massachusetts - Town of Barnstable Form 11 - Soil Suitability Assessment for On-Site Sewage Disposal Deep Observation Hole Number: TP10A Depth Soil Soil Matrix: Redoximorphic Features Soil Coarse Fragments Soil Structure Soil Other (In.) Horizon/ Color-Moist (mottles) Texture %by Volume Consistence Layer Munsell USDA Moist Depth Color Percent Gravel Cobbles &Stones 4-0 0 10YR 2/1 - - - 0-5 E 10YR 6/1 _ SANDY <2 WEAK FRIABLE LOAM GRANULAR 5-22 B 10YR 5/6 _ _ LOAMY <2 - WEAK FRIABLE SAND GRANULAR 22-120 C. 10YR 4/6 - LOAMY <2 - MASSIVE FRIABLE SAND Additional,Notes. DEP Form 11 Soil Suitability Assessment for On-Site Sewage Disposal Page 41 of 7 Commonwealth of Massachusetts Town of Barnstable Form 11 - Soil Suitability Assessment for On-Site Sewage Disposal C. On-Site Review Deep Observation Hole Number: TP10B 22-Jul-05 7:30 a.m.'to 5:00 p.m. Sunny DateTime Weather 1. Location Ground Elevation at Surface of Hole 61.5 FT Location(Identify on Plan) See Plan 2. Land Use: Cleared Woods Minimal 0-3% e.g.woodland,agricultural field,vacant lot,etc. Surface Stones Slope %) Cleared Land Plain See Plan egetation Landform Position on landscape(attach sheet) 3. Distances from: Open Water Body 1,000 ft. Drainage Way 1,000 ft. Possible Wet Area 1,000 ft. feet ee0 feet Property Line 15-50 ft Drinking Water Well None Other feet _Teat 4 Parent Material: Unconsolidated mineral&organic deposits Unsuitable Materials Present: Yes No XQ If Yes: Disturbed Soil Fill Material Impervious Layer(s) Weathered/Fractured Rock Bedrock 5 Groundwater Observed: Yes No Q If Yes: Depth Weeping from Pit Depth Standing Water in Hole Estimated Depth to High Groundwater: Greater than 10 ft. inches elevation DEP Form 11 Soil Suitability Assessment for On-Site Sewage Disposal Page 42 of 7 Commonwealth of Massachusetts Town of Barnstable Form 11 - Soil Suitability Assessment for On-Site Sewage Disposal Dee Observation Hole Number: TP106 - P Depth;, Soil Soil Matrix: Redoximorphic Features Soil Coarse Fragments Soil Structure Soi l Other (In.),, Horizon) Color-Moist (mottles) Texture %by Volume Consistence Layer Munsell USDA Moist Depth Color. Percent Gravel & Cobbles Stones i 5 0 0 10YR 2/1. _ 0 5 E 10YR 6/1 _ SANDY <2 WEAK FRIABLE LOAM GRANULAR 5-23 B 10YR 5/6 - _ LOAMY <,2 - WEAK FRIABLE SAND GRANULAR 23-120 C 10YR 4/6 _ LOAMY <2 - MASSIVE FRIABLE SAND . Additional Notes b DEP Form 11 Soil Suitability Assessment for On-Site Sewage Disposal Page 43 of 7 Commonwealth of Massachusetts Town of Barnstable Form 11 Soil Suitability Assessment for On-Site Sewage Disposal C. On-Site Review Deep Observation Hole Number: TP11A 22-Jul-05 7:30 a.m.to 5:00 p.m. Sunny ate Time Weather 1. Location Ground Elevation at Surface of Hole 61.5 FT Location(Identify on Plan.) See Plan 2. Land Use: Cleared Woods Minimal 0-3% (e.g.woodland,agricultural field,vacant lot,etc.) Surface Stones Trope{h) Cleared Land Plain See Plan Vegetation Landform Position on an scape attach sheet) - 3. Distances from: Open Water Body 1,000 ft. Drainage Way 1,000 ft. Possible Wet Area 1,000 ft. eeT t eel— --Fe—et Property Line 15-50 ft Drinking Water Well None Other feet _ eeT t r n Material:4 Pa e tUnconsolidated mineral&organic deposits Unsuitable Materials Present: Yes No X 9 P If Yes: Disturbed Soil ❑ Fill Material ❑ Impervious Layer(s) ❑ Weathered/Fractured Rock ❑ Bedrock ❑ 5 Groundwater Observed: Yes ❑ No X❑ If Yes: Depth Weeping from Pit Depth Standing Water in Hole Estimated.Depth to High Groundwater: Greater than 10 ft. inches elevation DEP Form 11 Soil Suitability Assessment for On-Site Sewage Disposal Page 44 of 7 Commonwealth of Massachusetts Town of Barnstable Form 11 - Soil Suitability Assessment for On-Site Sewage Disposal Deep Observation Hole Number: TP11A Depth Soil Soil Matrix: Redoximorphic Features Soil Coarse Fragments Soil Structure Soil Other (In.) Horizon/ Color-Moist (mottles) Texture %by Volume Consistence Layer Munsell USDA Moist Depth Color Percent Gravel Cobbles &Stones 6-0 0. 10YR 2/1 - - - - - 0-1 A 1oYR 2/1 _ SANDY - WEAK FRIABLE LOAM GRANULAR 1-6 E 10YR 6/1 _ SANDY 2 WEAK FRIABLE LOAM GRANULAR 6-25 B 10YR 5/6 - SOA MY <2 GRANULAR WEAK FRIABLE 25-120 C 10YR 4/6, - LOAMY 2 MASSIVE FRIABLE SAND Additional Notes DEP Form 11 Soil Suitability Assessment for On-Site Sewage Disposal Page 45 of 7 Commonwealth of Massachusetts Town of Barnstable Form 11 - Soil Suitability Assessment for On-Site Sewage Disposal C. On-Site Review Deep Observation Hole Number: TP11 B 22-Jul-05 7:30 a.m.to 5:00 p.m. Sunny Date Time eat er 1. Location Ground Elevation at Surface of Hole 61.5 FT Location(Identify on Plan) See Plan 2. Land Use: Cleared Woods Minimal 0-3% e.g.woodland,agricultural field,vacant lot,etc.) Surface Stones -io-R M . Cleared Land Plain See Plan egetation an orm Position on landscape(attach sheet) 3. Distances from: Open Water Body 1,000 ft. Drainage Way 1,000 ft. Possible Wet Area 1,000 ft. et e Feel feet Property Line 15-50 ft Drinking Water Well None Other eel eT t 4 Parent Material: Unconsolidated mineral&organic deposits Unsuitable Materials Present: Yes No X❑ If Yes: Disturbed Soil ❑ Fill Material Impervious Layer(s) Weathered/Fractured Rock ❑ Bedrock EJ 5 Groundwater Observed: Yes ❑ No X❑ If Yes: Depth Weeping from Pit Depth Standing Water in Hole Estimated Depth to High Groundwater: Greater than 10 ft. in es elevation DEP Form 11 Soil Suitability Assessment for On-Site Sewage Disposal Page 46 of 7 rT Vr If Commonwealth of Massachusetts Town of Barnstable Form 11 Soil Suitability Assessment for On Site Sewage Disposal Deep Observation Hole Number: TP116 Depth`: _ Soil Soil Matrix: Redoximorphic Features Soil Coarse Fragments Soil Structure Soil Other (In.) Horizon/ Color-Moist (mottles) Texture %by Volume Consistence Layer Munsell USDA Moist Depth Color Percent Gravel Cobbles 8 Stones 6-0 0 10YR 2/1 0-1 A 10YR 2/1 - _ SANDY WEAK FRIABLE LOAM GRANULAR 1-7 E 10YR 6/1 - SANDY LOAM 2. GRANULAWEAK R FRIABLE 7-26 B 10YR 5/6 - - LOAMY <2 - GRANULAR WEAK FRIABLE 26-120 C 10YR 4/6 - _ _ LOAMY <2 _ MASSIVE FRIABLE SAND Additional Notes DEP Form 11 Soil Suitability Assessment for On-Site Sewage Disposal Page 47 of 7 Commonwealth of Massachusetts Town of Barnstable Form l l -Soil Suitability Assessment for On-Site Sewage Disposal D. Determination of High Groundwater Elevation 1. Method used: Depth observed standing water in observation hole A. B. i nW es m ec s Depth weeping from side of observation hole A. B. m es m e' o�is- Depth to soil redoximorphic features (mottles) A. B. m ec i m ec'�T s Groundwater adjustment(USGS methodology) A. B. m ecis m eis 2. Index Well Number TSW-89 Reading Date 6/28/2005 Index Well Level 11.29 ft Adjustment Factor + 1.6 ft Adjusted Groundwater Level 11.6 ft Assume groundwater below site is at el. 10 ft per MassGIS water table contour map E. Depth of Pervious Material 1. Depth of Naturally Occurring Pervious Material a. Does at least four feet of naturally occurring pervious material exist in all areas observed throughout the area proposed for the soil absorption system? Yes XQ No ❑ b.If yes,at what depth was it observed? Upper boundary: 22-30 inches Lower boundary: Greater than 10 ft. m es m es F. Certification I certify that I have passed the soil evaluator examination'approved by the Department of Environmental Protection and that the above analysis was performed by me consistent with the required training,expertise and experience described in 310 CMR 15.017. Signature of Soil Evaluator Date Joseph E.Henderson Spring 2001 I ype or ante Name o of Evaluator apt of valuator Exam Donald Desmarais Barnstable Name of Boardof Health Witness Board of Health Note:This form must be submitted to the approving authority with Percolation Test Form 12 DEP Form 11 Soil Suitability Assessment for On-Site Sewage Disposal Page 48 of 7 Commonwealth of Massachusetts Town of Barnstable Percolation Test a Form 12 w Percolation test results must be submitted with the Soil Suitability Assessment for On-site Sewage Disposal. DEP has provided this form for use by local Boards of Health. Other forms may be used, but the information must be substantially the same as that provided here. Before using this form, check with the local Board of Health to determine the form they use. Important: A. Site Information When filling out forms on the Starboard LLC, Mill Pond Estates computer,use only the tab key Owner Name to move your 459 Old Mill Road cursor-do not Street Address or Lot# use the return MA ; 02655 key. Osterville State Zip Code Cityrrown F. P. Lee, Horsley Witten Group Inc. (508)833 6600 VQ Contact Person(if different from Owner) Telephone Number B. Test Results 7/22/2005 1:59 PM 7/22/2005 3:10 PM Date Time Date Time 6A 66 Observation Hole# 48" 48" Depth of Perc 1:59 PM 3:10 PM Start Pre-Soak 2:14 PM . 3:25 PM End Pre-Soak 2:15 PM 3:26 PM Time at,12" 2:18 PM 3:31 PM Time at 9" 2:21 PM 3:36 PM Time at 6" 3 min` 5 min Time(9"-6") 1 2 Rate(Min./Inch) Test Passed: Test Passed: Test Failed: ❑ Test Failed: ❑ Justin Lamoureux, Horsley Witten Group, Inc. Test Performed By: Don Desmarais, Barnstable Health Department Witnessed By: Comments: k Perc Test•Page 1 of 1 t5form12.doc•06/03 Commonwealth of Massachusetts Town of Barnstable Percolation Test Form 12 submitted with the Soil Suitability Assessment for On Percolation test results must be Sewage Disposal. DEP has provided this form for use by local Boards of Health. Oahe user forms ng th s fobm,the used, but th the information must be substantially the same as that provided e the local Board of Health to determine the form they use. Important: A. Site Information When filling out forms on the Starboard LLC, Mill Pond Estates computer,use Owner Name only the tab key to move your 459 Old Mill Road cursor-do not Street Address or Lot IF 02655 se use the return Otrville MA key. State Zip Code City/Town 600 F. P. Lee, Horsley Witten Group, Inc. (508) ne 6mbe Contact Person(if different from Owner) Telephone Number B. Test Results 712212005_ 2:10_ PM 7/22/2005 1:57 PM Date Time Date Time 7A 7B Observation Hole# . 65" 83" . Depth of Perc 2:10 PM 1:57 PM Start Pre-Soak 2:17 PM 2:05 PM End Pre-Soak COULD COULD Time at 12" NOT NOT Time at 9" SATURATE SATURATE Time at 6" Time(9"-6") <2 �2 Rate(Min./Inch) Test Passed: ® Test Passed: Test Failed: ❑ Tes t Failed: ❑ Joe Henderson, Horsley Witten Group, Inc. Test Performed By: Don Desmarais, Barnstable Health Department Witnessed By: Comments: Perc Test•Page 1 of 1 t5form12.doc•06/03 Commonwealth of Massachusetts Town of Barnstable Percolation Test rW Form 12 Percolation test results must be submitted with the Soil Suitability Assessment for On-site Sewage Disposal. DEP has provided this form for use by local Boards of Health. Other forms may be used, but the information must be substantially the same as that provided here. Before using this form, check with the local Board of Health to determine the form they use. Important: A. Site Information When filling out forms on the Starboard LLC, Mill Pond Estates computer,use only the tab key Owner Name to move your 459 Old Mill Road- cursor-do not Street Address or Lot# use the return MA 02655 key. Osterville State Zip Code City/Town F. P. Lee; Horsley Witten Group, Inc. (508)833 6600 Contact Person(if different from Owner) Telephone Number B. Test Results 7/22/2005 1:55 PM 7/22/2005 1:18 PM Date Time Date .. Time r 8A 813 Observation Hole# 5411 5411 Depth of Pere 1:55 PM 1:18 PM Start Pre-Soak 2`:07 PM 1:33:30 PM End Pre-Soak COULD 1 A30 PM Time at 12" NOT 1:35:04 PM Time at 9" SATURATE 1:37:05 PM Time at 6" 2 min Time(9"-6") <2 1 Rate(Min./Inch) Test Passed: ® Test Passed: Test Failed: ❑ Test Failed: ❑ Joe Henderson, Horsley Witten Group, Inc. Test Performed By: Don Desmarais, Barnstable Health Department Witnessed By; Comments: ti Perc Test•Page 1 of 1 t5form12.doc•06/03 Commonwealth of Massachusetts Town of Barnstable Percolation Test Form 12 Percolation test results must be submitted with the Soil Suitability Assessment for On-site Sewage Disposal. DEP has provided this form for use by local Boards of Health. Other forms may be used, but the information must be substantially the same as that provided here. Before using this form, check with the local Board of Health to determine the form they use. Important: A. Site Information When filling out forms on the Starboard LLC, Mill Pond Estates computer,.use only the tab key Owner Name to move your 459 Old Mill Road cursor-do not Street Address or Lot# use the return MA 02655 key. OStervllle State Zip Code City/Town F. P. Lee, Horsley Witten Group, Inc. (508)833 6600 VQ Contact Person(if different from owner). Telephone Number B. Test Results 7/22/2005 1:16 PM 7/22/2005 1:30 PM Date Time Date Time 9A 9B Observation Hole# 56" 56" Depth of Perc 1:16 PM 1:30 PM Start Pre-Soak 1:26 PM 1:42 PM End Pre-Soak COULD COULD Time at 12" NOT NOT Time at 9" SATURATE SATURATE Time at 6" Time(9%6") <2 <2 Rate(Min./Inch) Test Passed: ® Test Passed: Test Failed: ❑ Test Failed: ❑ Justin Lamoureux, Horsley Witten Group, Inc. Test Performed By: Don Desmarais, Barnstable Health Department Witnessed By: Comments: Perc Test•Page 1 of 1 t5forml2.doc•06/03 Commonwealth of Massachusetts Town of Barnstable Percolation Test Form 12 wM Percolation test results must be submitted with the Soil Suitability Assessment for On-site Sewage Disposal. DEP has provided this form for use by local Boards of Health. Other forms may be used, but. the information must be substantially the same as that provided here. Before using this form, check with the local Board of Health to determine the form they use. Important: A. Site Information When filling out forms on the Starboard LLC, Mill Pond Estates computer,use only the tab key Owner Name to move your 459 Old Mill Road cursor-do not Street Address or Lot# use the return MA 02655 key. Osterville State ..Zip Code - City/Town F. P. Lee, Horsley Witten Group, Inc. (508)833 6600 Contact Person(if different from Owner) Telephone Number B. Test Results 7i22/2005 11:53 AM 7/22/2005 12:15 AM Date. Time Date Time 10A 10B Observation Hole# 5611 5611 Depth of Perc 11:53 AM 12:15 PM Start Pre-Soak 12:04 PM 12:25 PM End Pre-Soak COULD COULD Time at 12" NOT NOT Time at 9" SATURATE SATURATE Time at 6" Time(9"-6") <2 <2 Rate(Min./Inch) Test Passed: ® Test Passed: Test Failed: ❑ Test Failed: ❑ Joe Henderson, Horsley Witten Group, Inc. . Test Performed By: Don Desmarais, Barnstable Health Department Witnessed By: Comments: Perc Test•Page 1 of 1 t50f rm 12.doc•06/03 Commonwealth of Massachusetts Town of Barnstable Percolation Test Form 12 ^M Percolation test results must be submitted with the Soil Suitability Assessment for On-site Sewage Disposal. DEP has provided this form for use by local Boards of Health. Other forms may be used, but the information must be substantially the same as that provided here. Before using this form, check with the local Board of Health to determine the form they use. .Important: A. Site Information When filling out forms on the Starboard LLC, Mill Pond Estates computer,use . only the tab key Owner Name to move your 459 Old Mill Road cursor-do not Street Address or Lot# use the return MA 02655 key. Osterville State Zip Code City/Town F. P. Lee Horsley Witten Group, Inc. (508)833 6600 VQ Contact Person(if different from Owner) Telephone Number B. Test Results 7/22/2005 11:24 AM 7/22/2005 11:55 AM Date Time Date Time 11A 11B Observation Hole# 56 5611 Depth of Perc 11:24 AM 11:55 AM Start Pre-Soak 11:40 AM 12:16 PM End Pre-Soak 11:41 AM 12:17 PM Time at 12" 11:44 AM 12:20 PM Time at 9" 11:47:50 AM 12:25 PM Time at 6" 4 min 5 min Time(9"-6") 1 2 Rate(Min./Inch) Test Passed: ® Test Passed: Test Failed: ❑ Test Failed: ❑ Justin Lamoureux, Horsley Witten Group,Inc. Test Performed By: Don Desmarais, Barnstable Health Department Witnessed By: Comments: Perc Test•Page 1 of 1 t5form12.doc•06/03 f Horsley Witten Group Sustainable Environmental Solutions 90 Route 6A - Sandwich. MA • 02563 Phone-508-833-6600 Fax-508-833-3150 www.horsleywitten.com August 1, 2005 li C= CD Christos Dimisioris i `t i Department of Environmental Protection Bureau of Resource Protection - , 20 Riverside Drive Lakeville, MA 02347 - M Re: Residential Development With Shared Septic System 459 Old Mill Road, Osterville, Massachusetts Dear Mr. Dimisioris: On behalf of Starboard LLC, Horsley Witten Group, Inc. (HW) is providing the enclosed revised documents in response to your letter of technical deficiency dated June 2, 2005 regarding the Shared System permit application which was submitted under Transmittal No. W062225. We have enclosed: a) a revised Figure 1, incorporating the comments (L) and (3.) from your letter; b) logs for 23 test pits in the locations shown on Figure 1, as requested in item (2.) from your letter; and c) revised legal documents, incorporating revisions from the Department's attorney, as requested in item (4.) from your letter. The revised Figure 1 and the test pit logs are provided to demonstrate that the design flow from the facility to be served by the shared system does not exceed the design flow which could have been constructed in compliance with 310 CMR 15.100 without the use of a shared system, in accordance with 310 CMR 15.292(1)(b). The figure shows a site layout where the same houses with the same design flows as in the proposed system could be constructed in compliance with 310 CMR 15.100 through 310 CMR 15.293 on,the property. The logs are for test pits that were excavated on the property on July 22, 2005 in the locations shown on Figure 1. Two of the demonstration test pits are located within the proposed shared system leaching area; in accordance with 310 CMR 15.104(4), a third test pit, TP 1 C, was also located in this area. Percolation tests were witnessed by the local approving authority, as indicated on the logs. Sandwich Boston Providence Smart Growth • Integrated Water Management • Wastewater Management Stormwater Management Civil F,Environmental Engineenng Wetlands Assa;smenr Hydroaeology&Water Supply Coastal Management • Site Assessment&Remediation i Land Use P!annmo • Graphic Services • Education&Outreach Dep&-tzment of Environmental Protection August.l, 2005 Page 2 Thank you for your consideration. If you have any questions and/or require additional information, please contact Ann Bogucki or Richard Claytor,P.E. at 508-833-6600. Sincerely, HORSLEY WITTEN GROUP, INC. Ann Bogucki Environmental Engineer Enclosures cc: John Sweeney, Starboard LLC (Applicant) Sean Sweeney, Heritage Builders Barnstable Board of Health Sustai�niorsleyEnvirW tees Group «� lei Ic, � '�'� Blc 18619 R!�p64F -39996 05-21--2004 a 12-06o } QUITCLAIM DEED THE INHABITANTS OF THE TOWN OF BARNSTABLE,a Massachusetts Municipal Corporation,with principal offices at the New Town Hall,367 Main Street,Hyannis, Massachusetts,0260L.3901,acting by and through its Town Manager, FOR AND IN.CONSIDERATION of the sum of ONE HUNDRED THIRTY-ONE THOUSAND AND NO/100($131,000.00)Dollars,the receipt of which is hereby acknowledged, GRANTS to STARBOARD LLC,a Massachusetts Limited Liability Company duly organized by law with a usual place of business at 188 Sturbridge Drive, Barnstable (Osterville),Barnstable County,Massachusetts,02655,'- h _ Q WITH QUITCLAIM COVENANTS / The land in the Town of Barnstable,Village of Osterville,Barnstable County, Massachusetts,bounded and described as follows. LOTS"1 and 2 containing 210 acres more or less as shown on a Plan of Land entitled J "Plan of Land located at 459 Old Mill Road Osterville,MA.(Barnstable)Prepared for Starboard LLC October 25,2000,"which plan is recorded in the Barnstable County. Registry of Deeds in Plan Book 561,Page 017. � Together with the fee'8 m the roads shown on said plan. Any trees on the.land above described or structures thereon belonging to the Grantor are included in this re- conveyance. This conveyance is made subject to any easements to utility companies,including but not limited to water easements,electric easements,natural gas easements;the easement described as"easement(15' wide)"shown on said plan;and other rights and easements of.record. This conveyance is made further subject to the terms and conditions contained in a judgment entered in the Barnstable Superior Court in a civil action entitled"Starboard- LLC v.Town of Barnstable"bearing the docket number BACV 20030058,a certified .copy of which is annexed hereto: For Grantors title,see Order of Taking recorded in the Barnstable County Registry of Deeds in Book 13920,Page 113. For Grantor's authority to convey,see certified copy of Order adopted by the Barnstable Town Council on March 18,2004 as agenda item number 20040067. The provision of G.L. c. 44 § 63A have been fully complied with. 20030020 Dec& The Town of Barnstable • snaivsr�+s�. • MASS. Office of Town Manager 639. Fp Mp`�t' 367 Main Street,Hyannis MA 02601 www.town.barnstable.ma.us Office: 508-862-4610 John C.Klimin,.Town Manager Pak: 508-790-6226 Email: johnkhmm@town.barnstable.ma.us November 10, 2004 Jane Wallis Gumble Director Commonwealth of Massachusetts Department of Housing and Community.Development 100 Cambridge Street Suite 300 Boston,Massachusetts 02114 Subject: Mill Pond Estates Local Initiative Program Dear Ms. Gumble: Starboard LLC.has made an application to the Town of Barnstable in orderr to construct eleven(11) single family homes consisting of seven(7)-three bedrooms and four(4) four bedrooms all containing 2-1/2 bathrooms. The project will be developed under a comprehensive permit on a 122,395 square foot parcel on Old Mill Road in the village of Osterville. . The proposed layout for the development is shown on the plan.entitled"Comprehensive Permit Application Sweeney Property 459 Old Mill Road Osterville Massachusetts October 2004". The project will consist of three(3)units affordable to families below 80%of the median area household income and eight(8)units to be sold at market rates. The project proposed by Starboard LLC. is consistent with the goals of the Town of Barnstable's certified Affordable Housing Plan. The Barnstable Town Council has voted to support the development of affordable housing on the Sweeney site, a decision I also fully support. My staff has been working with Mr. Sweeney of Starboard LLC..for the past few months on the preparation of his Local Initiative Program application. The Town looks forward to continuing to work cooperatively with Mr. Sweeney in completing the LIP approval process. I would also like to take this opportunity to thank you and your staff for the assistance you have provided the Town of Barnstable and Mr. Sweeney on this project. If you have any questions or require additional information please contact Kevin Shea, --Director of Community and Economic Development. cerely, J C. imm Manager Cc: John Sweeney, Starboard LLC. Kevin Shea, Director Community and Economic Development Marilyn Contreas,MA. Department of Housing and Community Development Laura Shufelt, Chairperson Barnstable Affordable Housing Committee -J . 2.0t; 3237J. 4 t u0 To be Filed with the Commonwealth of Massachusetts William Francis Galvin Secretary of the Commonwealth One Ashburton Place,Boston,Massachusetts 02108-1512, Telephone(617)727-9640 MASSACHUSETTS LLC ANNUAL REPORT 2003 Filing Fee: $500.00 Federal Identification No: 04-3451804 The exact name of the LLC is: STARBOARD,LLC Address where the re ds are stored: 409 Starboard Lane Osterville,MA 02655 Manager an 'dent agent of LLC: John Sweeney 409-Starboard Lane Osterville,MA 02655 The primary character of the business of the LLC is to acquire,own,develop, construct,rehabilitate,renovate,improve,maintain, finance,manage,operate lease,sell,convey,assign,mortgage or otherwise deal with real estate,directly or indirectly,including through other limited liability companies,corporations and general and/or limited partnerships,and to carry on any related or unrelated lawful business,trade,purpose or activity. I,the undersigned-_____________,being the Manager of the above named LLC in compliance with the General Laws,Chapter 156B,hereby certify that the above information is true and correct as the dates shown. IN WITNESS WHEREOF AND UNDER PENALTIES_. OF PERJURY,I hereto sign my name on this hay of Signature: M41 Title: Air �.� Contact Person: Phone: �361f-� ,� The name and business address of the person(s)authorized to execute,acknowledge,deliver and record any recordable instrument purporing to affect an interest in real property Title individual Name Address (no Po Box) Fast,Middle,Last,Suffix Address,City or Town,State,Zip Code Prior to August 27,2001, Records can be obtained on Microfilm Consent _ Manufacturer _ Confidential Data _ Does Not Require Annual Report Partnership X Resident Agent _ For Profit Merger Allowed Select a e of filing-from below to view this business entity filings- ---__._._._ ---_tYP. - _g _ _ -_ _ _.__. .. ..__ _ My__ • ALL FILINGS 'Annual Report Articles of Entity Conversion Certificate of Amendment 'Certificate of Cancellation view Filings� New Search Comments 0 2001-2004 Commonwealth of Massachusetts . AN Rights Reserved Help J file://C-\DOCUMF,—I\HPINTA—I.IHER\LOCALS—I\Temp\hiJNlAHP.htm 12/7/2004 f i The Commonwealth of Massachusetts William Francis Galvin ` Secretary of the Commonwealth One Ashburton Place,Boston,Massachusetts 02108- "' "` 1512 'k Telephone:(617) 727-9640 STARBOARD LLC Summary Screen Help with this form Request a Certificate The exact name of the Domestic Limited Liability Company(LLC): STARBOARD LLC Entity Type: Domestic Limited Liability Company(LLC) Identification Number: 043451804 Date of Organization in Massachusetts: 01/01/1999 The location of its principal office; No. and Street: 409 STARBOARD LANE City or Town: OSTERVILLE. State: MA Zip: 02655-0000 Country: USA 1 If the business entity is organized wholly to do business outside Massachusetts,the location of that office: No. and Street: City or Town: State: Zip: Country: The name and address of the Resident Agent: Name: JOHN SWEENEY No. and Street: 409 STARBOARD LANE City or Town: OSTERVILLE State: MA Zip: 02655 Country: USA The name and business address of each manager: Title Individual Name Address (no Po Box) First,Middle,Last,Suffix Address,City or Town,State,Zip Code MANAGER JOHN SWEENEY 409 STARBOARD LANE OSTERVILLE,MA 02655-0000 USA The name and business address of the person in addition to the manager,who is authorized to execute documents to be filed with the Corporations Division. Title Individual Name Address (no Po sox) First,Middle,Last,Suffix Address,City or Town,State,Zip Code + Prior to August 27, 2001, Records can be obtained on Microfilm file://C:\DOCUME—I\IHPINTA—I.HER\LOCALS—I\Temp\triJMAHP.htm 12/7/2004 . : . Mld Town of Barnstable Zoning Board of Appeals Agreement to Extend Time Limits for Holding of a Public Hearing on a Comprehensive Permit In the Matter of Starboard, LLC ,the Applicant(s), and the Zoning Board of Appeals, pursuant to Mass. General Laws, Chapter 40B, Section 21, agree to extend the required time limits for holding of a public hearing on this application for a Comprehensive Permit for a period of 90 days beyond that date the hearing was required to be held. In executing this Agreement, the Applicant(s)hereto specifically waive any claim for a constructive grant of relief based upon time limits applicable prior to the execution of this Agreement. Applicant: Star be LLC Zoning Board: Signature: Signature:R scant or App icanYs epresentative Chairman or Acting Chairman Print: Joh Sweeney, its Manager Print: Date: � �jcy Date: Address of Petitioners)or Petitioner's Representative 409 Starboard Lane Zoning Board of Appeals Office Osterville, MA 02655 Planning Division—Zoning Section 200 Main Street, Hyannis, MA 02601 Phone(508)862-4685 Fax(508)862-4725 Note: Only one(1)original copy is required of this form cc: Town Clerk Applicant File Name of Proposed Development: Mill Pond Estates Short Project Description: Mill Pond Estates is located at 449 and 459 Old Mill Road in Osterville. The site comprises 122,395 sf and will contain 11 single family homes with two car garages. There are 3 styles of homes which average 2100 sf each One of each home style will be affordable. Two homes styles have 3 bedrooms. One home ale has 4 bedrooms. Attachment F-Project Description/Narrative r Attachment G-Project Site Plan and Architectural Plan(s) Attachment H-Project Financial Proforma Attachment 1-List of all public agencies, boards and Commissions who's review and approval would normally be required of the project and for which the applicant is seeking variance, waivers and approval from the Zoning Board of Appeals in accordance with MGL Chapter 40B Attachment J-List of all Section of the Zoning Ordinance that applicant seeks variances from the Zoning Board of Appeals in accordance with MGL Chapter 40B Development Team Applicants Attorney: Peter Freeman, Esq. , Phone: (508)362-4700 Address: 86 Willow Street,Yarmouth Port, MA 02675 Fax: (508)362-8281 Applicant's Engineer: Horsley&Whitten Phone: 508-833-6600 Address: 90 Route 6A, Sandwich, MA 02563 Fax: 508-833-3150 Applicant's Architect: Heritage Design Phone: 617-455-6669 Address: 61 Central Avenue, Needham, MA 02494 Fax: 617-465-6029 Attachment I-Developers Profile-Na►rative of Developer's experience and qualification to successfully complete project Starboard LLC By: Jo Sw neyZitsZmma ger Signature: Date: U rs409nt's or Rep ntative's Signature Representative's Add Starboard Lane Phone: 508-364-3836 _Osterville, MA 02655 Fax No.: 508-428-3096 Z Note-Project Description should include total number of units,type of units,number of bedrooms,building area,acreage,number affordable and other information as applicable. This description will be used in drafting the public notices. . ; KAM ob TOWN OF BARNSTABLE Zoning Board of Appeals Application for a Comprehensive Permit pursuant to MGL Chapter 40B,Sections 20-23 and 760 CMR 30.00&31.00 Date Received For office use only: Town Clerk's Office: Appeal# Hearing Date Decision Due The undersigned hereby applies to the Zoning Board of Appeals for a Comprehensive Permit pursuant to MGL Chapter 40B, Sections 20-23 and 760 CMR 30.00&31.00: Applicant-Name: Starboard, LLC Phone: 508-364-3836 Applicant Address: 409 Starboard Lane, Osterville, MA 02655 Fax: 508-428-3096 Applicant Status: (Check one) [ ]Public Agency [ ]Non-Profit Organization [ ]Limited Dividend Corporation Attachment A-Attach Documentation of Applicant Status Subsidizing Agency: Department of Housing and Community Development Subsidy Program: LIP Attachment B-Attach Agency Commitment Letter Property Location: 449 and 459 Old Mill Road Osterville MA 02655 Property Owner: Starboard LLC Phone:_508-364-3836 Address of Owner: 409 Starboard Lane Osterville. MA 02655 Attachment C-Attach Documentation of Applicant's Interest or Ownership in the Property' Iy3- oyad- Assessor's Map/Parcel Number: 166-0011 Zoning District: RD-1 Number of Years Owned: 4* Groundwater Overlay District: No Attachment D-Property Location Map with 300-Foot Abutter Ring *NOTE: The last voluntary arms length transaction at fair market value was over 4 years ago from the prior owner. There was an intervening taking by eminent domain by the Town of Barnstable against the Applicant's interest but the property was Subsequently returned to the Applicant for a negotiated sum not relating to market value. Two recent appraisals are attached to the application relating to the Site's current fair market value". Existing Level of Development of the Property-Number of Buildings: (if applicable) : 0 Present Use(s):Vacant Gross Floor Area: 0 sq..ft. Attachment E-Existing Conditions Property Survey Applicant's interest-if owned-attached copy of recorded deed(s),if under contract attached copy of all Purchase&Sales Agreement r AIPP,IIlICATiON FOR SITE PLAN REVIEW SP# - ....... _ _.... ... _ DAB Business Name: Subdivision PlanAssessor's Map�! j�_Parcel# 11VID�C ANR Plaa Properly A�dts: � k�l / Site Plan ---- �,.��...L ��,� ��5 (�a�.rtt7r,v�. Pew..:• E Pt�.� ✓ Natrie: Name: Address• kNP7 Address �-e- LiTalephorle: ' '�? g2 Cst If A4 , Fax Pay pGone: --�_ O Nam! 3 T,42�v0 Name; -eIL address q0. p M --- -�-�Z��• /` e Address: 0 4WA1 • p Te $ ^ � 0 laphomo• 3 - 3 g 3(o 'Telephone: Z0 �d7 Fax' �- - 3 oq �. z"A Bxistinl( (�o Propo s edict Over isy(9 Num,bor L Area size size 0 9 1 Z O o +o p DistriMsq.Ft. 0 Ao. - nk Above Ground Above Und Underground•__ Cinder and Setbacks ft. Co�xteitts � Conte � Xw,.,t: Sido: Numb, f Buie Existing r prRposed Demolition Bawer ❑ Public private Size Ica &aL Water Public Private T 'Electric Aerial Underground misting Proposed .Gas Natural Propane s .R .ft. Grease Trap C] Size gal Basement Sewage.Daily FI,ow " fp 10 Spd Residential aO?or WP arena TIMM vrastewater dinherze to 330 gauou per Restauttnt acre per day into.of-albs ayat=. ketail Ofrice i ra=2&Q8 Q 5C Medical Office Roqulrcd Existiag ( Comrttarcial s oci Provided Proposed "' 'Nholesale specify) On-Site 04) To Close lnstihrtional s aci Off4sh Totals i - Industrial a eci Handicapped All Other Uses Oa Site Estimated Project Cost Fee: Gross Floor Area (S t$ $ RECEIVE® . so-Potovtpt.�-oartsnoaa NOV .2 9 2004 TOWN OF BARNSTABLE SITE PLAN REVIEW Old King's Highway Regional Historic District File# _ —Approved? Yes Wo Hyannis Main Street Wata ftnt Historic District File# Approved? �]•Yos 2 No Listed in National mWor State Register of)Ei<tstwic places? ..._. .. _ .. [�Yes No Previous Site Plan Review File#_ Approved? Yes No Previous Zoning Board of Appeals File# Approved? Yes No Is the site loaawd in a Flwd Area(Section 3-5.1) Yes No In Area of Critical EnvironmeaW Concern'? Yes NO h the Project widdo !OW of Wetland Rmource Area? Yes No Site sketch—informal presentation i Yes No site Plan prepared,wet stamped and signed by a Registered PS andlor-FLS, Yes No Parking and Traffic Cirewation Plan t e- �F rzzFe, �ta,,) Yes No Landscape Plan and Lighting Plan - Yes No Drainage Plan with calculations and Utility plan Building Plebs,(all floor plans,elevations and dross-sections) Yes C]NO Yes `[]No pieta that all alamge must b odg 90.6j Wnt o, ffiger at Shtavilding De�artm nt Lot azna•in sq,f, sq.ft Total Building(a)footprint e Maximum Trot Coverage as%of Lot — Q %o� MQUND R(/M EUM9"M OV y�Dlg T.111 +�. oVMUAY DMIUCI(S): Lot Coverage (ye) Required Proposed , Site Clearing (°yb) Required Pi�posbd • f. _ Sr�•�.�31t1r A SSO y, nzn;rro� Number of floors _ Height: 8. Number of floors ❑'Yes No & PAP-, gc sq. First sq.ft. Basomem sq•ft. second��,aq.A. Fiatsq•� Attic _ ,ft. g Attk Other(Specify) � Other{Spaci#jrj sq ft eq.ft. tton Please provide a brief narrative dascri of Your p Yo proposed project; •v iv Y assert that I have cornplcted(or caused to be completed)this page and the Site pi that,to the1 QWEName oWWP,the informs ion submitted here is true. -�review APPlloation ad Q• C — Date of ApplIc;ant SP•I:ORM-PIDOC-ab/tenUoq • e ` h Town of Barnstable Zoning Board of Appeals Daniel M.Creedon,III,Chairman 039A Planning Division - 200 Main Street, Hyannis, Massachusetts '02601 Thomas A.Broadrick,Director Planning,Zoning&Historic Preservation Phone(508)862-4785 Fax(508)862-4725 Date: December 17, 2004 To: Thomas McKean,Health Director Town of Barnstable,Health Division 200 Main Street,Hyannis, MA 02601 From: ' Daniel M. Creedon, III, Chairman Zoning Board of Appeal Reference: Request for Review of Chapter 40B, Comprehensive Permit Application--Mill Pond Estates 449 &459 Old Mill Road, Osterville,MA Enclosed is a Chapter 40B Comprehensive Permit application submitted by Starboard,LLC for the development of 11 single-family dwellings. The proposed development is to be located on two vacant lots totaling 2.8 acres and accessed off Old Mill Road in Osterville,MA. Three of the units are to be affordable units marketed to qualified low and moderate-income households. The development is being sponsored under the Local Initiative Program. The Comprehensive Permit process designates the Zoning Board of Appeals as the local permitting agency. The Board is requesting your agency's review of the application and would appreciate knowing any of your concerns with respect to the proposed plans and development prior to issuing a decision on this application. This Comprehensive Permit is being scheduled for a public hearing on January 12, 2005 at 8:00 P.M. If you could provide your comments to,the Board's Office by January 04, 2005 it would be greatly appreciated. Should you need any additional information,please contact Art Traczyk,Principal Planner or Renie Hamman,Administrative Assistant at 862-4785. Thank you for your participation and assistance. •r, 2 4. The Department's attorney has identified to your attorney a number of deficiencies in the legal documents included with your application. As 310 CMR 4.10(7)(a)(3)3b states,the applicant has sixty(60)days from the date of this letter(*see below)to address the listed deficiency. Within the sixty(60) day time frame,the applicant is advised to allow for appropriate Board of Health action on the revised submittal since the Department of Environmental Protection's action may be its final action and,therefore, any further filing in this matter would be considered a NEW application. If the applicant cannot accommodate the schedule of the Board of Health within the sixty(60)day period,or for any other reason requires additional time,the applicant may,by written agreement with this Department, extend this schedule in accordance with 310 CMR 4.04 (2)(f). The applicant is also advised that if he elects to proceed on the record as it now stands,this letter constitutes-a denial of the Shared System. The enclosed Supplemental Transmittal Form should be completed and included as a cover sheet with any future submittal to this Department relating to the above matter. You need now only correspond to the Southeast Regional office of the Department of Environmental Protection,20 Riverside Drive,Lakeville,Massachusetts 02347. Two copies of engineering plans and documents are required for Department review. Should you have any questions regarding this matter, please contact Christos Dimisioris at (508) 946-2736. Very truly yours, Bean A. Du ey ii Bureau of Resource Protection D/CD/ Deadline Date: August 2,2004 Enclosure cc: Richard Claytor Horsley Witten Group 90 Route 6A Sandwich,MA 02563 Thomas McKean Barnstable Public Health Division 200 Main Street Hyannis,Massachusetts 02601 . DEP Watershed Permitting Program, Title 5 Section, Boston f ` J COMMONWEALTH OF MASSACHUSETTS EXECUTIVE OFFICE OF ENVIRONMENTAL AFFAIRS DEPARTMENT OF ENVIRONMENTAL PROTECTION SOUTHEAST REGIONAL OFFICE 20 RIVERSIDE DRIVE,LAKEVILLE.-MA 02347 508-946-2700 MITT ROMNEY ELLEN ROY HERZFELDER Governor Secretary KERRY HEALEY ROBE.GO_LLEDGE,.Jr. Lieutenant Governor ��-�r , (6mmissioner Li June 2,2005 _ John Sweeney RE: BARNSTABLE—BRP 5w'8B - %bsur4ce Starboard LLC Sewage Disposal- 310 C 15.099 of Title 409 Starboard Lane 5 of The State Environme al Co —MW Osterville, Massachusetts 02655 Pond Estates rn Transmittal No. W06222 Dear Mr. Sweeney: The Department of Environmental Protection has conducted a Technical Review of the above-referenced application requesting approval of a Shared System and has determined that it cannot be approved as submitted for reasons that are specified below. For the purpose of this Department's comment on the proposed Shared System pursuant to 310 CMR 15.290,Title 5 of the State Environmental Code,this letter constitutes a denial in that the applicant has not demonstrated that approval of the proposed Shared System will provide the same degree of environmental protection as required under Title 5. However,in accordance with 310 CMR 4.04(2)(b)2.a.iii and 310 CMR 4.10(7)(a)(3)(Category BRPWP58b)of the Timely Action and Fee Provisions,the application may be supplemented by the applicant to address the following deficiencies: 1. The Department has issued interpretations in regard to Title 5 and ownership of fee interest to the centerline of a way in the past. In regard to review of compliance with standards of Title 5,the measurement should be.from the side line of the abutting way. It is well stabled convention that,"in the absence of a clear showing of contrary intent,a measurement given frorri a-stream or public way shall be'presumed to begin at the side line of that stream or way."Smith v.Haddad,366 Mass. 106(1974). This rule holds true even where a party is presumed to own the fee interest to the center line of an adjacent way. The rationale for this rule,in part,has been that the property right in the land underlying the way is"effectively useless", except as a traveled way,to the abutting owner unless the way is abandoned. 2. In accordance with 310 CMR 15.102 (2)and 310 CMR 15.104 (4)two observation hole tests and two percolation tests shall be performed for each lot to demonstrate compliance with 310 CMR 15.92(1)(b).Additionally two observation hole tests and two percolation tests shall be performed in the area of the proposed soil absorption system. 3. Since no information has been provided on the construction of the proposed single-family dwellings the minimum separation distance between the soil absorption system and the "cellar wall should be 20 feet. This information is available in alternate format.Call Donald M.Gomes,ADA Coordinator at 617-556-1057.TDD Service-1-800-298-2207. DEP on the World Wide Web: http://www.mass.gov/dep COO Printed on Recycled Paper -r_ Comcast Message,Center Page 1 of 1 From: "Bingham, Anne (DEP)" <Anne.Bingham@state.ma.us> To: <b ki lroy@com cast.net> Subject: RE: Mill Pond.Estates Date: Wed, 15 Jun 2005 13:52:25 +0000 confirming receipt of your email I am tied up this am but will talk some w/Christos this pm re the test pitting issue but suspect our flexibility is minimal on this point From: bkilroy@comcast.net[mailto:bkilroy@comcast.net] Sent:Tuesday, June 14, 2005 3:50 PM To: Bingham, Anne(DEP) Cc: John Sweeney Subject: Mill Pond Estates Dear Anne: Attached hereto is the revised Grant of Title 5 Covenant Easement and the Mill Pond Estates Homeowners' Association Trust to reflect the revisions you requested. In particular, I have defined Shared System and Shared System property in the Homeowners' Association document as well as provided specific reference for the maintenance, monitoring, repair and replacement of the Shared System. In the Ttle 5 Covenant and Easement, you will note that I have put.in the financial assurance paragraph, a reference to the requirements to assess and collect annual fees to defray the cost(s) of maintaining, operating, etc. the Shared System. - I have a copy of a proposed Annual Operating Budget which shows a $3,400.00 annual fee for monitoring the Bioclere System and a $3,000.00 capital reserve, again, for the System. If you would like a copy of the Budget, I will fax it to you. Please e-mail your fax number to me. Lastly, my client indicates that your Department is requiring individual percolation tests on each of the eleven (11) proposed building Lots in the Mill Pond Estates project. This is, in part, an affordable housing project. It would be helpful if the Department could waive that requirement, or at lease provide for sampling rather than eleven (11) individual perc tests. The reason for the request is that the Property is now just woodland and would require the road to be cut-in and the Lots staked in order to do the individual perc tests. Please let me know if such a waiver could be obtain. Thank you for your cooperation. Bernard T. Kilroy, Esquire [ Back ] @ 2004 Comcast Cable Communications;Inc.All rights reserved. http://mailcenter.comcast.net/wmc/v/wm/42BO3 759000B 057200005B7D220076143 80701... 6/15/2005 Declaration of Trust Establishing MILL POND ESTATES HOMEOWNERS', ASSOCIATION TRUST AGREEMENT and DECLARATION OF TRUST made .this day of June, 2005, by JOHN SWEENEY and SEAN SWEENEY both with a mail address of 188 Sturbridge Drive, Osterville, MA 02655 . (hereinafter jointly with their successors in trust referred to as the "Trustees") . Witnesseth: 1. Name of Trust. The name of this trust shall be the MILL POND ESTATES HOMEOWNERS' ASSOCIATION TRUST. 2. Purpose of Trust. The purpose of this Trust is to provide for the preservation and maintenance for the common enjoyment and benefit. of the Owners (as hereinafter defined) of the fee in Mill Pond Road, the drainage lot shown as LOT 12 on the plan entitled "Mill Pond Estates" recorded in Plan Book , Page and the wastewater treatment area located on LQT-11 as shown on said plan as conveyed to the Trustees by STARBOARD LLC by deed of even date and record herewith, and of any other property, real or personal, which may hereafter be conveyed to or acquired by the . Trustees or otherwise made subject to their administration for the benefit of the Owners. All of the Owners shall have the right to use said trust property subject to: (a) The restrictions and obligations contained herein; and (b) The rules and regulations as adopted or to be adopted and amended from time to time by the Trustees. 3 . Definitions: A. Ba eficia rips. The beneficiaries of this Trust shall be the Owners. The word "Owner" shall mean and refer to the record holder .from time to time of the legal title in fee of each building lot shown on said Mill Pond Estates plan. The holder of legal title in fee shall include the holder of the equity of redemption in the case of mortgaged land and one having a legal life or other estate in possession and excluding a lessee, tenant, mortgagee and one having a legal estate in remainder or otherwise subsequent to a legal estate in possession and also excluding the Trustees as owners of the trust property. Two or more persons or entities holding record title to the same parcel or parcels shall be treated as a single Owner; exercise of their rights as such owners shall be by their unanimous action; their obligations to pay any assessment shall be joint and several. If the same Owner shall hold record title to more than one parcel or unit, such Owner shall be treated as a separate Owner for each parcel or unit. B. * ShaiaA System: The shared septic system located on said LOT 13 and serving Lots 1 through and including LOT 11, all as shown on Mill Pond Estates Plan. c. shared system Property: Mill Pond Road LOT 13 and the 16 foot wide easement connecting LOT 13 to Mill Pond Road. 4. Powers and Duties of Trustees. For the purpose of carrying out the terms of this trust the Trustees shall have the powers and duties necessary for the administration of trust property, including without limitation the following powers which may be exercised by them without any action or consent by the Owners and which shall continue after the termination of the trust for the purpose of disposing of the trust property and until final disposition thereof: (a) to maintain, repair, improve, change or alter any property, real or personal, including building, repairing,. tearing down and rebuilding structures or additions thereto; (b) to acquire by purchase, hire or otherwise, property convenient to the performance of their functions as Trustees; (c) to adopt reasonable rules and regulations governing the enjoyment by the. Owners of the trust property; (d) to convey permanent easements and lesser interests in, upon and over Mill Pond way as shown on said plan for the installation, maintenance, repair and replacement of utilities and other services and rights incidental thereto; (e) to make contracts with the Trustees deem convenient to the performance .of their duties as Trustees; (f) to borrow money; (g) to open bank accounts in the name of the trust or the Trustees with power in any one of the Trustees to draw on such accounts; (h) to procure insurance; W to pay, resist, compromise or submit to arbitration any claim or matter in dispute; 2 (j) to determine and collect the common and special charges from. the Owner, including, without limiting the generality of the foregoing, such costs as the Trustees deem appropriate to determine the cost of operating, monitoring, .maintaining; repairing and replacing the Shared System in- the event the Shared System fails to protect public health and the e_zvironment pursuant to the criteria established in 310 CMR 15 .303 . (k) to maintain, repair and replace the sewage disposal system serving the said building lots and. to abate any public health nuisance which in the Trustees ' conclusive judgment is caused thereby, or, upon notice and hearing by the Town of Barnstable Board of Health or other governmental body with jurisdiction which thereafter issues a valid order, to abate such nuisance; and (1) to exercise any other powers which may be necessary or desirable for carrying out the terms of this Trust or which the Trustees may have under any present or future statute or rule of law; and to execute and deliver all appropriate instruments in connection therewith. 5 . Common and Special Charges. The Trustees shall from time to time, and at least annually, prepare a budget for the trust to determine the amount of the common charges payable by the Owners to meet the common expenses of the Trust. Attached hereto as Exhibit A is the proposed annual operating budget for the period beginning 1 2005 and ending , 2006 .. The Trustees. shall have the power to raise such amounts of money to meet any needs of the trust by assessing on each occasion upon all of the land (which term shall include land and improvement) of each Owner such Owner's proportionate share of the total amount to be raised. Such Owner's share shall be as set forth on Exhibit A attached hereto and at all times the "affordable unit" share shall be equal to one-third of "market unit" share. Common expenses shall include, without limitation the following: (a) all costs relating to the construction, operation, care, upkeep and maintenance of the trust property; (b) all insurance premiums for the master policy for the trust property, fidelity bonds for the Trustees and agents and employees, any insurance purchased to protect the Trustees and such other insurance as the Trustees may deem necessary and appropriate; (c) all expenses relating to the financing, operation and maintenance of the common septic system servicing all of said building lots and improvement and maintenance of the Mill Pond way and its drainage faci lities. 3 (d) the amount that the Trustees shall deem necessary and appropriate for the working capital of the trust, for an operating reserve for expenses, a reserve fund for replacements, and any charges for deficits- from previous operating years; and . (e) all expenses ' relating to the' Trustees' enforcement and administration of the Special Permit granted by the Town of Barnstable zoning Board of Appeals authorizing the development of the property. In addition, the Trustees shall have the power to assess Owners for special charges in connection with extraordinary repairs or . replacement of sewage systems serving any unit by an . Owner, which is not common to all such systems. The Trustees shall upon reasonable request render certificates suitable for recording, indicating that no payments are due to . the Trust with respect to . any common or special charges, which certificates shall be conclusive as to the facts stated therein. 6. Payment of Common and Special Charges. All Owners shall pay the common charges assessed by the Trustees in monthly installments on the first day of each month and every month, or at such other time or times as the Trustees shall determine. Owners shall each contribute in advance an amount. not to exceed two months' estimated share of common expenses to provide a working capital fund, and to maintain said fund as required by the Trustees. Special charges shall be paid within sixty days after notice from the Trustees, or. as the Trustees' in their. sole discretion may otherwise require, 7. Lien for Common Charges. . Each assessment so made upon an Owner shall constitute and remain a charge and lien upon such Owner's land and every portion thereof from the date of the. assessment until paid in full, and shall also constitute a personal debt of the Owner who is the Owner of such land on the date of assessment to the Trustee. Such charge, lien or personal debt may be enforced or collected by the Trustees by any available process including, without limitation, foreclosure of the charge or lien against the land. All costs and expenses incurred by the Trustees in enforcing or collecting any assessment, including reasonable attorneys' fees, shall be paid by the Owner responsible for the assessment and shall. constitute a further lien or charge on said land and a personal .debt of said Owner. Notwithstanding the above 4 provisions, such charge and. lien shall be .junior to each bona-fide . first mortgage to a recognized mortgage lending institution, outstanding upon such land on . the date of the assessment,` whether the mortgage be given before or after this trust takes effect and its provisions become restrictions and servitudes upon such land, but foreclosure of the mortgage shall not impair the power of the Trustees thereafter to make further assessments upon such land nor otherwise impair such restrictions and servitudes thereon. If any assessment is not paid when due, such assessment shall bear interest at the rate of twelve (12) per cent per year from the due date, the Trustees may in addition to the . other rights herein reserved, suspend the exercise of all rights given by this trust to the Owner of the land so assessed until that sum shall have been paid in full, and at their option, the Trustees may accelerate the payment of its reasonable estimate of common charges for the twelve month period following the default and such sum shall serve as security for the payment of future common and special charge obligations. 8. Liability of Trustees. All persons extending credit to or contracting with or having any claim against the Trustees hereunder shall look only to the trust property for any such 'contract or claim, so that neither the Trustees nor the Owners shall be personally liable therefor. No Trustee hereunder shall be liable to this trust or to the Owners for the default of any other Trustee, or for leaving property in the hands of another Trustee, . or for any error of judgment of law on his own .part, but shall be liable only for his own willful default. Any Trustee hereunder shall be reimbursed in full for any loss or expense incurred or suffered by him . or estate as a result of his acting as Trustee hereunder, excluding only .such loss or expense resulting from his own willful default. 9. Reliance by Third Parties. No person dealing with any Trustee shall be bound to inquire concerning the validity of any act purporting to be done by him or be bound to see to the application of any money paid or property transferred to him or upon his order. Any Trustee may at any time or times by written power of attorney delegate all or any of his powers and authorities, except the power .to make assessments as provided in paragraph 5, whether discretionary or otherwise, to any other Trustee in each case for a period of. not more than six (6) months at a time, but any such delegation may be renewed by successive powers of attorney and may be revoked. 5 10 . Financial Records. The Trustees shall at all times keep proper records and accounts of the affairs of the trust which shall be open to inspection by any Owner at all reasonable ,times. At least once a year the Trustees shall rehder' a` written report'`, and financial statement to the Owners. The approval by a 'majority of the Owners of any report or financial statement by the Trustees shall be, as to .all matters and transactions stated in said report or statement or shown thereby, a complete discharge of , the Trustees and final and binding upon all Owners. 11. Trustees in Number and Terms. There shall always be at least two (2) Trustees hereunder. No Trustee need be an Owner. The term of each Trustee shall expire at the time fixed herein for the annual meeting of the Owners to be held in the third year after the election of such Trustee, provided that: (a) the initial term of Sean Sweeney shall expire 'at .the time fixed for the annual meeting to be held in May, 2006; and - (b) the term of John Sweeney shall expire at the time fixed for the annual meeting to be held in May, 2007. 12. Election of Trustees: . At each annual meeting of, the Owners, commencing with the annual meeting to be held in May 2006, the Owners shall elect the Trustee for a term expiring at the time fixed for the annual meeting to be held in the second year after such election. 13 . Vacancies and Removals. Any Trustee may at any time resign as Trustee by a written instrument signed by him, acknowledged and delivered to the remaining Trustees. Upon the death or resignation of any. Trustee a vacancy in . the office of Trustee shall be deemed to exist, and a new Trustee shall be elected for the unexpired term by the remaining Trustee or Trustees. Any successor Trustee shall qualify as a . .Trustee by written acceptance, signed and acknowledged by him. --Pending any appointment of a successor Trustee, the remaining . Trustee or Trustees shall have and may exercise all powers, authorities and discretions conferred by this trust. Upon. the election of a successor Trustee the trust property shall vest in successor Trustee and the continuing Trustees without .further _action. 14. Fidelity Bonds and Surety. The Trustees shall attempt to obtain fidelity bonds in amounts which they deem reasonably sufficient to cover Trustees, and employees of the trust handling or responsible for funds. 6 F� 15 . Owners Annual and Special Meetings. Any action or consent by the Owners shall be taken or given at the annual meeting or at any special meeting of the Owners. The annual meeting of the Owners shall be on the first Tuesday .in May of each and every year (or if that be a legal holiday on the next succeeding full business day) at the hour and place to be fixed by the Trustees. If no annual meeting has been held on the date fixed above, a special meeting in lieu thereof may be held. Special meetings of Owners may be called by the Trustees on their own motion and shall be called by the Trustees upon written application to the Trustees of at least 50W of the Owners. A written notice of the place, date, and hour of all meetings of Owners shall be given by the Trustees at least fifteen (15) days before the meeting to each Owner. Notice need not be given to an Owner if a written waiver of notice, executed before or after the, meeting by such Owner or his attorney thereunto authorized, is filed. with the records of the meeting. 16. Quorum. A majority of the Owners shall constitute a quorum, but if a quorum is not present, a lesser number may adjourn the meeting from time to time and the meeting may be held as adjourned without further notice. 17. Voting. Each Owner shall be entitled to one vote for each building lot owned by such Owner. Such vote may be cast in person or by proxy. Any instrument dated not more than six months before the meeting purporting to grant authority to another to cast such vote, duly executed by the Owner and acknowledged before notary public, shall be deemed a proxy. A proxy shall be revocable at any time by written notice to the Trustees. when a quorum is present, any matter before the meeting shall be decided by a majority vote of the Owners, except where a larger, vote is required by this trust. 18. Termination or Amendment by Consent. This trust may be terminated or amended at any time by an instrument in writing signed by the Trustees assented. to be two-thirds of the Owners. 19. Disposition of Trust Property. Upon termination of the Trust, the trust property shall be conveyed to the owners as tenants, in common, subject to the terms and provisions of the Special Permit and all other matters of record which henceforth shall be enforceable by and against the Owners, jointly and severally. 7 20 . Notices. All' notices to the Owners shall be in writing and shall be sent to the Owners or to such one of them as they1may designate in writing from time to time, at the last address of such Owner as it appears in the records of the trust. Changes in the Owners or their addresses . shall be noted in the records of the trust only upon written notice filed with the Trustees. Notice shall be deemed given as of the date of mailing. 21. . Termination by Law. This trust unless sooner terminated as herein provided, shall terminate ninety (90) years, after. the death of the survivor of: Name John Sweeney Sean Sweeney 22 . Incumbency of Trustees. A certificate signed_ by any Trustee and acknowledged before a Notary Public shall be conclusive evidence in favor of any person, .firm, corporation, trust or association acting in good faith .: in reliance thereon as to the truth of any matter or facts stated therein relating to: (a) the death, resignation, removal . or appointment of a Trustee or to the delegation by a Trustee to another Trustee of .his powers, authorities and discretions; (b) compliance by the Trustees and Owners with any requirement of this trust; (c) the terms of this instrument and any amendment or termination of this trust; (d) the fact of the validity of any action taken by the Trustees or Owners and to the authority of the Trustees or Owners to take such action; the number of Owners acting in favor of any matters; or (e) any other matter pertaining to the Trustees, Owners or the trust property. When recorded with the Barnstable County Registry of Deeds, such certificate shall be conclusive evidence to all persons regardless of whether they have notice thereof or act in reliance 8 thereon. 23 . Recording. The. terminati on and all amendments of this trust, resignations and appointments of Trustees shall be filed with said Registry and any person shall be entitled to rely on the records of said Registry with respect to the termination of the trust, the terms of the trust, any amendment thereto, and the identity of the Trustees, the identity of . the Owners, and to any other matter pertaining to the trust, the Trustees, the Owners of the trust property. 24. Governing Law. This trust shall be governed by and construed in accordance with the laws of the Commonwealth of Massachusetts. WITNESS the execution hereof under seal on the day and year first above written. JOHN SWEENEY SEAN SWEENEY COMMONWEALTH OF MASSACHUSETTS Barnstable, ss. June 2005 Then personally appeared the above named John Sweeney and . Sean Sweeney and acknowledged the foregoing instrument to be their free act and deed before me, Notary Public 9 My Comm Exp: f:\data\clients\sweeney\hawkins\homeown.tst 10 GRANT OF TITLE 5 COVENANT AND EASEMENT STARBOARD LLC, a Massachusetts limited liability company with an usual place of business at 188 Sturbridge Drive, Barnstable (Osterville) , Barnstable County, Massachusetts (the "Grantor") is the owner of the land located at 449 and 459 Old Mill Road, Barnstable (Osterville) , Barnstable County, Massachusetts shown as TOTS' I . and 2 on the plan of land prepared for Starboard LLC recorded in Plan Book 561, Page 17 (the "Property") ; The Grantor intends to develop the Property into eleven (11) building lots which will be accessed by Mill Pond Road and serviced by a shared septic system (the "Shared System") , the locations of which are shown on the plan of land of. Mill Pond Estates to be recorded herewith; The shared septic system is located within Mill Pond Road, on LOT _ as shown on. said Mill Pond Estates plan and a sixteen (16) foot wide easement connecting LOT to Mill Pond Road (the "Shared System Property") ; Each of the lots shown on the Mill. Pond Estates plan will be conveyed . with a perpetual right and easement to use the Shared System Property in common with all .of the lots shown on said plan; The Shared System has been approved by the Approving Authority, as defined in 310 CMR 15 .002, in accordance with Title 5, 310 CMR 15 .000., as amended ("Title 511) ; said approval being based upon the agreement by the Grantor to incur certain obligations regarding the construction, inspection, maintenance; upgrade and expansion of the Shared System and to grant to the Approving Authority and to DEP a perpetual easement to construct, inspect, maintain, upgrade and expand any component of the Shared System and, in connection herewith, a perpetual easement to pass and repass over the Property and the Shared System Property for the sole purpose of inspecting the Shared System to insure compliance with and fulfillment of the terms of this Covenant/Easement as hereafter set forth; Pursuant to the provisions of 310 CMR 15.290, Grantor hereby GRANTS to the TOWN OF BARNSTABLE, a Massachusetts Municipal Corporation with principal offices at the New Town Hall, 367 Main Street, Hyannis, MA 02601-3907, acting through its Board of Health (the "Board") and to the DEPARTMENT OF ENVIRONMENTAL PROTECTION, a duly constituted agency organized under the laws of the Commonwealth of Massachusetts, having offices at One Winter Street, Boston, Massachusetts 02108 ("DEP") . for nominal, non-monetary consideration, with . QUITCLAIM COVENANTS, a TITLE 5 COVENANT AND EASEMENT ("Covenant/Easement") in, on, upon, through, over and under the Shared System Property, the terms and conditions of which are as follows: OBLIGATIONS AND EASEMENT 1. Inspection and Pumping. Grantor , agrees to have the Shared System inspected at least once annually by a System Inspector, as defined in 310 CMR 15 .002, and pumped on an as needed basis, but in no event shall the Shared System be pumped less than every three years. The System Inspector shall submit. the results of the inspection on a System Inspection Report to the Board and to DEP within 30 days of the `Shared System's inspection. Grantor shall provide the Board and DEP with a copy of the receipt obtained from the duly registered septage hauler upon pumping of the Shared System. within 30 days of the Shared Systems pumping. 2. TnsurannA. Grantor .agrees to provide the Board and DEP with an insurance policy/binder, naming the Board and DEP as additional insureds, which shall provide for upgrade of the Shared System in the event the Shared System fails to protect public health and the environment pursuant to the criteria established in 310 CMR 15.303 . 3 . Maintenance. The Grantor agrees to construct the Shared System ,such that the Sanitary Sewage, as defined in 310 CMR 15.002, from any Facility, as defined in 310 CMR 15.002, owned by Grantor or its. successor in title may be denied access to the Shared System in the event . Grantor fails to pay its proportionate share of the construction, inspection, maintenance, upgrade and expansion costs incurred by said Shared System. 4. Easements, In creating this Covenant/Easement, Grantor hereby grants to the Board, its agents, contractors, subcontractors and employees and to DEP, its agents, contractors, subcontractors and employees, a perpetual EASEMENT to enter upon and the right to bring equipment onto the Shared System Property to do any an all acts .deemed necessary to construct, install, lay, operate,. _maintain, inspect, upgrade, repair, remove, excavate, replace, and expand any component of the Shared System, together with a right to pass and repass by foot and by vehicle over the Shared System Property for said purposes, including the removal and trimming of crops, vegetation, trees, or shrubs therefrom, and for purposes of inspecting the Shared System Property to insure compliance .with and fulfillment of the terms of this Covenant/Easement. 5 . Lien Authority of Board. For purposes of enforcing a lien against the Property and the Shared System Property, Grantor hereby agrees that the phrase ° . . .land upon which the structure is or was located. . . ° as used in the second paragraph of MGL c. 111, Section 127B shall include the Property and the Shared System Property, thereby authorizing the Board to impose a lien on either or both the Property and the Shared System Property in the event the Board has incurred debt in accordance with the provisions of M.G.L. c. 111, Section 127B. 6. Severabilitv., If any court or other tribunal determines that 2 L any provision of this instrument is invalid or unenforceable, such provision shall be deemed to have been modified automatically to conform to the requirements for validity. and enforceability as determined .by such court or tribunal. In the event that provision invalidated is of such a nature that it cannot be so modified, the provision shall be deemed deleted from this instrument as though it had never been included herein.. In either case, the remaining provisions of this instrument shall remain in full force and effect. 7. Enforn6ment. Grantor expressly acknowledges that a violation of the terms of this instrument could result in the following: (i) upon determination by a- courtof competent jurisdiction, in the issuance of criminal and civil penalties, and/or equitable remedies, including, but not limited to, injunctive relief, such injunctive relief could include the issuance of an order to modify or remove any improvements constructed upon the Shared System Property in violation of the terms of this Covenant/Easement; and (ii) in the assessment of penalties and enforcement action by the Local Approval Authority and DEP to enforce the terms of this Covenant/Easement, pursuant to Title 5; M.G.L. c. 111, Sections 17, 31, 122, 124, 125, 125A, 127A through 1270, and 129; and M.G.L. P. 83, Section 1.1. 8. Proy; c;ons to Run with the Land. This covenant/Easement sets forth rights, liabilities, agreements and obligations upon and subject to which the Shared System Property or any portion thereof, shall be improved, held, used, occupied, leased, sold, hypothecated, encumbered, or conveyed. The rights, liabilities, agreements and obligations herein set forth shall run with the Property and the Shared System Property., as applicable thereto, and any portion thereof and shall inure to the benefit of and be binding upon Grantor and all parties claiming by, through, or under the Board, DEP, or Grantor. The rights hereby granted to the Board and DEP, their successors and assigns, constitute the perpetual right of the Board and DEP to enforce this Covenant/Easement and Grantor hereby covenants for itself and its executors, administrators, heirs, successors and assigns, to stand seized and hold title to the Property and the Shared System Property, as applicable thereto, and any portion thereof, subject to . this Covenant/Easement, provided, however, that a violation of this Covenant/Easement shall not result in a forfeiture or reversion of Grantors title to the Property or the Shared System Property, as applicable thereto. 3 9, c'oncurrence Presume It. bei ng- agr eed that Grantor and all in parties claiming by, through or under Grantor shall be deemed to be in accord with the provisions herein set forth and to agree for and among themselves and any party claiming , by, through or under them, and their respective agents, contractors, sub-contractors and employees,-. that . the Covenant/Easement herein established shall be adhered to and not violated and that their respective interests .in the Property and the Shared System Property;', as applicable. thereto, shall be subject to the provisions herein set forth. 10. Tneornor-t;on into Deeds, Mortgages, Leases and Instruments of Transfer. Grantor hereby agrees to incorporate this Covenant/Easement, in full or by. reference, into all deeds, easements, mortgages, leases, licenses,. occupancy agreements or any other instrument of transfer by which -an interest and/or right to use the Property and the Share System Property, or any portion thereof, is conveyed. 11. Recordation. Grantor shall record this Covenant/Easement with the Barnstable County Registry of Deeds within 30. days of the latter of: receipt from the Board or the approved Covenant/Easement or the expiration of the 60-day constructive approval period granted to DEP pursuant to 310 CMR 15 .293 . Grantor shall file with the Board and the DEP an attested Registry of Deeds copy of this Covenant/Easement as recorded within 30 days of its recording. 12. Amendment and Release. This Covenant/Easement may be amended or released only upon approval by the Board and DEP. Any such amendment or release shall be recorded at the Barnstable County Registry of Deeds: 13 . Te This Covenant/Easement shall run in perpetuity and is intended to conform to M.G.L. c.184, s.26,. as amended. 14. Rights Reserved. This Covenant/Easement is granted to the Board and the DEP in connection with the approval of a Shared System, pursuant to 310 CMR 15 .290 through 15 .293 . It is expressly agreed that the acceptance of this Covenant/Easement by the Board or constructive approval of the Shared System by DEP shall not operate to bar, diminish or in any way affect any legal or equitable right of the Board or DEP to issue any future order with respect to the Property and the Shared System Property, as applicable thereto, or in any way affect any other claim, action, suit, cause of action or demand . which the Board or DEP may have with respect thereto. Nor shall acceptance of . this Covenant/Easement. serve to impose any obligations, liabilities or any other duties upon the Board. This Covenant/Easement shall become effective upon its recording with the Barnstable County Registry of Deeds. 4 Executed as a sealed instrument this day of March, 2005 . STARBOARD LLC, BY: JOHN SWEENEY, its Manager COMMONWEALTH OF MASSACHUSETTS Barnstable, ss March 2005 Then personally appeared the above named John Sweeney, Manager as aforesaid, and acknowledged the foregoing instrument to be the free act and deed of Starboard LLC before me, Notary Public My comm. exp: The undersigned TOWN OF BARNSTABLE BOARD OF HEALTH hereby approves this above Grant of Title 5 Covenant and Easement(as to form only) : Date: BY: Duly Authorized 5 Bk 18619 Pg 70 #59996 WITNESS my.hand and seal this o�04-1"day of : 2004. TOWN OF BARNSTABLE By: JOHN KLIMM,Town Manager COMMONWEALTH OF MASSACHUSETTS Barnstable,ss. Mtly 101 100(�. On this day before me,the undersigned notary public,personally appeared John C.Klimm,Town Manager as aforesaid,proved to me through satisfactory evidence of identification consisting of Massachusetts driver's license,to be the person whose name is signed t6the-above document,and acknowledged to me that he signed it voluntarily for its stated purpose. Notary Public My Commission Expire , D7 - Nib 4f 4:9- + J . aIf �...:..::.� . . 20030020 Dxd2 ATTACHMENT D Property Location Map With 300 Foot Abutter Ring Dec 08 04 10: 23a 617-795-1793 p. 1 PAGE 02 12/08/2004 16.19 915087906230 k ! d i If P I! rl - 11 wy y� 1 •� 11 ,. 01� 1 1 tt 1 �. J9 u 1TM ire VI 721 in rl ,rS 9 Z3 �1 11 MAP 143 PARCEL 040 & M P 166 PARCEL 001 300" BUFF R SCM: IN=251Y •NOIE I eiMkf pM ad 4 NOfE:itle p�Ar+lt fxilp 6ic efpl+dnkAiota WA SWm - (m04"f0mA4 gee inhp ow%m)MOM phom wfa bv the losses free�A ieeA Nslanl Wn Im caw/horovr*6p 900 Mep kfaleory S>r M a foie of foMA*,andrgp*m*R mop*ro tiled Ne MI Map kwwy SmWu* 1'=100. "N"p- 01asrdasfr-1 ,fed lira andW4dfromFYMImdlww*beAmmWs4arP ATTACHMENT E Existing Conditions Property Survey a ` ATTACHMENT F Project Description/Narrative i e f ` I Mill Pond Estates Project Description/Narrative Overview The Mill Pond Estates site(the"Site") is located at 459 Old Mill Road in Osterville, Massachusetts. The Site comprises approximately 122,3.95 square feet. The Site is presently vacant having once been occupied by a single family home which burned down a number of years ago. The Site is bounded by Old Mill Road, a single family residential property to each side, and a large conservation area in the rear which is open to the public for passive recreation. Access to the community will be provided directly from Old Mill Road. The Site is flat with a slight decline in elevation from front to rear lot lines of approximately five feet. There are no wetlands on the Site. Mill Pond Estates has been designed as a small suburban enclave of 11 single family homes. There are three styles of homes and one of each style will be affordable to those at or below 80% of median income. Two of the styles contain 3 bedrooms , two and one half baths. One of the styles contains 4 bedrooms, two and one half baths. Most of the homes have a first floor master suite. Each home is 2 stories high and has a living room, dining room, family room, laundry, garage, and full basement. The homes are accessed via a main driveway off of Old Mill Road which leads to a private driveway to each home. A total of 44 parking spaces will be provided resulting in a ratio of 4 spaces for each home consisting of a two car attached garage and driveway for 2 parking spaces. Starboard LLC is a limited dividend organization within the meaning of M.G.L. c.40B and 760 CMR 30.02, and the Applicant shall limit its distributions on its invested equity in the Project in accordance,with all applicable laws, rules and regulations and requirements of the subsidizing agency. Local Need Based on information published by the Massachusetts Department of Housing and Community Development, as of September 2003, 5.11 %of Barnstable's housing inventory is considered low or moderate for the purposes of Massachusetts General Laws Chapter 40B, Sections 20-23. .i Septic The project will discharge wastewater into a private on site package treatment plant located at the rear of the Site. Water The project will utilize the water main installed in Old Mill Road which previously serviced the single family home on the Site. Traffic This is a small single family development and the houses will generate no more traffic than the other single family homes on the street. Furthermore, the residents will no doubt take advantage of the abutting public ponds and trails for much of their recreational needs and walk to the shops and harbor which are in close proximity to the Site. Stormwater Management Impacts A stormwater management plan has been designed to maintain the existing rates of runoff from this Site. Historical Resources Impacts The project will not involve demolition of any historic structure or any historic site that is listed on the 1998 State Register of Historic Places published by the Massachusetts Historical Commission k. 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JuLp Bar eee THE FAIRVIEW TWO STORY LMAMDo4 PA tPae IST STORY z '(PIP)1/1-esee ISM. _PAr(W)ru-Pen +'•' FROM'THE INSIDE OUT'mJc=ZJfe"e•m°y anatw poet, 'A;;,new X RMF ME" 9'-6• '-a f e• 9110. -� . SCE SiN1t:11RK IOTC?• .. . • OII 11N 'M1 .IeY sM . 19'-0 In. - .1Y-9• BED ROOM • Eft 1G an.Gw. . SEE S'TNtICi11RAL IQIE ....Sam H1+OlT N B� BECROW N 11t' s-r.' a' fa-e 1re• >n . -0 re•' e'-r' 6'-10 1. mo 6'-f0 -0 V 1a • atorr nmt rn+e a to nmf na m rm ro' famrnmt rwate n Twee a ur+m naROW UVERN" .. POttliRELUV . RMF GVE*" OPTIONS SHOWN ON PLANS AND ELEVATIONS ARE NOT IN THE 'BASE PRICE', OPTIONS TO BE SPECIFIED ON THE ACTUAL SALES ORDER FORM, 2ND I � rrrRnroap a"e THE FAIRVIEWTwo STORY to4 1P r�+tors 2ND STORY (r+r)+44-ssos sm z Al"(r+r)aw-tart ' FROM THE INSIDE OUT�• ��s• .� Boa rA1R fMw X SN- /ON-7/X. ew ma. Ea ma. 71W Otl OfAll=m)m FRO WrA."M a:ttt 7m VA=AS M7=m M NAN - NAIm Wm Ea U04AMA AL00M 00 tD0< 6•ALau"i D/r mp— Im Mw,Lom Am flaw . 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OPTIONS TO BE SPECIFIED ON THE ACTUAL SALES ORDER FORM, AA#s am sea CROSS SECTION irYZPPOdr,'re I?W THRU DEN/GREAT ROOM . . n)r)s�6-crate z PAr(?If)111-P6" LW IMM ieeieow - FROM THE INSIDE OUT'-I►22CrEBOlfre•6»Y �>w P"66 x SN- /ON-4/X 49-2' 16-s• 5'-3• 11'-a 7'-e v2• r-10 /r ETj $"Tm som NOTE SEE STRUCTURAL.NO •a O SEE STRUCTLT,YiL NOTE'a ID NOOK . ... , .a DINING ROOM KITCHEN A aII. _ FAMILYROOM 7 .BATH 03 S m>oK mU1A� g wmonM 16'-0 3/r 0- x? 1lrwec ¢ CJ Q .SEE 9MMUNN.NOTE'A' 0 •Dwm -- Z• STRUCT A& 1,V ira7' Cl - bJLINJ N Go f Wx 11 1/4'LAM.CEILING GRDER PCRAMUL VLUSH TOP OF BEAM WITH TOP Or W2 C13LDC JMSI KRI ETERFCl fig 1 LVx 11 V4•LAK CEILING GR.D STANDARD(3)0e0 SPF/2 HEADER DOUBLE bi4 SPF12 SUPPORTdCOLUNS BETVEEN VIND04 USED TO DECREASE SPAN.LIVING.ROOM pxa.—m.- D LM 1 V2'x 9 V4'LAN REAM LEADER q ' .• faS13 Q&AW 100It DAD VIM m LAYM WAGE ¢W"K-r P1PAM A"m A 41'FO1M As=TzM, Am1eu rradA STUD COLUMN LEC�EN]} Ld z I FOYER i UTILITY, FIRE RATINGS 15 •a)2x4 STUD GRADE CCL1101S.EACH N®ULC . PER STATE J . I .. ' 16 •o 2x6 STUD OWE 00LUNS EACH NODULE x IV-10 I/2• 4' D . 18 CU b,4 STUD GRADE CC1 nd EACH NMI W q . G A= GLAZ aA= x 0 a :.SEE STRUCTURAL NOTE•'B' i9 19 •f3)2x6,STU0 GRADE MXMNC EACH=UlLE E7 SEE'STMjffLQAL NOTE'E' - . C3CC 1)MILS 1116CID r M.IVMpLTilR Li . - D lOa'L(mD6 MTAMIS 31A7O lmC. � ''.y ¢ • Li .. ' N Z . • LIM 111E I MEA K UWAFF c W . x11E 3 1 VN4Ae'ML Loa ma _ F .. 1p'-5 r - 6'-4• 3'-61/r 2'-11' 16'-r 2'-1P - A OPTIONS SHOWN ON PLANS AND ELEVATIONS ARE NOT IN THE 'BASE PRICE', OPTIONS.TO BE SPECIFIED.ON THE ACTUAL SALES ORDER FORM, NOTES. 1.2x6 EXT WALLS H 16'O.C✓2x4 MARR WALLS 2 16'O.C., - 2.8'-0' CI�G HT, - ° ®Lap Dar ea+. THE WESTGATE 2 STORY 3. X10 SP 02 FLOOR'JOISTS 8 16' O.C.w/JOIST HANGERS(UNIT •B') 4.ROOF SYSTEM TO BE 16' O.C.C0 ,, LTVdITP004 PA 19046 I$T STORY 5.7-D.SINGLE HUNG WINDOWS 1.24210,02.2842,03.3048,.04.2852,Oil-28580 (717) "4-ee0e _Z FAY(7f 9)444-7879, X f/4'•'-0 FROM THE INSIDE OUT N)I►IGYYCYLROYYs.COY I&MA4 OM v.STGATE x SN- /ON-1/X . 6•-01/2' ...16•-3 1/E' YO'-1l• Lw-Y . w OVEIJ" ST0 LI E.DF. .97 .r=LINE OF MMU.E BEI" . w-y 15•-4 1/E• . ® CLOD JUN U BEDROOM*a. NE, b TBEDROOM NS ~ r�� ©� `LAI®G MM�I MALL :, N - d. t Z H . U a � Ty DRESSINGAREA -. © � ❑ a - A Y - a BEDROOM-N3 BATH NE �, - Q ' - H'-51/E' . V .WALK-IN [ 4 CLO .N CLOSET06. • - �.I 10'-4, U IL ul (dREFM d . W W-4,POCH MIN . R".OVERH" - - GARAGE XLW r Vi RDA OvERIBNG, 7 OPTIONS SHOVN ON PLANS AND ELEVATIONS ARE NOT IN THE 'BASE PRICE'. OPTIONS TO BE.SPECIFIED ON THE ACTUAL SALES.ORDER FORM,NUTES- y L 2x6 EXT WALLS 2 16'ELt/2x4 MARR WALLS H 16. O.C. CLG HT,3 240 Rasa Box on THE WESTGATE 2 STORY 4.:2x10 SPFNE FLOOR JOISTS B 16' O,C, ROOF SYSTEM D HE 36.O.C. -J LN6RFOob PA f9046 2ND STORY 5.7- SINGLE HUNN G,WINDOWS C41-24210,0E-284E, 03.3048,N4-E852, NI1-2 C>858 � ' (7/7)444-H�B6 Z F/x(911')414-7677 x FROM THE INSIDE OUT 1FI1'1EECSL60BEB:COY 1m WESTGATE X �. SN— /ON-1/X. PFfi aew VA MG W'Tdf - �9 V a�Anm p A v iPACafi As Mflf®.a Al P1A11 ill Tt . asr®rAu aae v lt as.a� . )Ha• LCAT M WM m armam s esMM a A nalcu McO.TMT amen p od . 7fa'6t.1 neAmm�atID m�mtmo a nm ry .. ' -°6 marraa.eaaaa.em A1aarM alvas ' r.Auarr rAaas . vam vain.avmm! ati wean germ .. m mrt.amml �� aoas h .. ..yang•,�owan - ua•anew . t1aS N�NLa1L e�Aleoa�lrAlLa w tm MAU J wsrun Ina•aas a><tan om rT ansM aae wane aas a w m .. d F aweer rims mn w m _ U ya•".•osATmlc anm mat m arw roecm aura - C3 umm mac am err rmna rwa ar arse m.m an a wee Z ' en•anee aaau ow clo� - W . arAaaa vAuc V a-r mawTml.fivers aaaam twAn mellao rare " ava•alran ' a . _ .. w.•Ile nus a W m � : � 0 _ If!•anae aan � .. V ua vam.aan®I ama . W A ❑ . mac m err raasetr aeu .. 4. m�'i•el�c w�iaou�"n ee Dart,ease arm name W .. - ae �rr.e aeaanas® Q . maw arancuendi - Ifaba•Mnm an fA W afr aaeenrwno aAwafr rmrrrmr vau a vr>v.ras m+rl faun Ntllaeloa ranro mwR sr ataaoe reasral an ra c - rarelmm ves roam moans w wr•.r vas law mostt lamm ZZII owd�m OPTIONS SHOWN ON PLANS AND ELEVATIONS ARE NOT Maw • IN THE 'BASE PRICE',. OPTIONS ONS TO BE SPECIFIED ON THE ACTUAL SALES ORDER FORM. . JlAp M.8.1 CROSS SECTION atMV004 re f7w THRU FOYER/KIT (7ff)4I4—DJH6MAVM my, ' .•. 2 PIY(fH)III—f6ff a•_�. FROM THE W31DE OUT nrrasnatuouas.coy pR964 lefnfoa IAaa ATTACHMENT H Project Financial Proforma DILL POND ESTATES, OSTE RVILLE, MA I ownership Pro Forma (Based on LIP Application Form) Total Costs Per Unit iS t - (a) Site Acquisition w/i 3 yrs. or Fair $ aUA00o $,43,J 81 Market Value per appraisal Hard QQ95: Earth Work 52.100 __ __A 736 Site Utilities 212,000, �s}.3s4 Roads &Walks $ 47 joa- - _ _. ,300 Site Improvement (Drainage) $ oo Lawns & Planting 50 00 .545 Demolition 0 Unusual Site Cond. (b) Total Site Work L%8-0 3-4s435 Concrete $ 165 o 0ry U56.000 Masonry $ 22 o-o ; off._ Metals o Modular Home (Carpentry, etc) 1980,000 $�a)moo Roofin & Insulation Oncl Gutters) .a�000 f�,000 Doors &Windows (incl garage) 33�000 _�ooaInterior Finishes (patch, paint) $ ss Cabinets &Appliances $ 55 aoo ;5.000 Plumbing & HVAC $ 1.9000 _ t oo¢, o Electrical 551,000 $_ t3.000 (c) Total Construction 12,98�,8-00 _ $271,436 (d) General Conditions $ 110.000 $ cF,00O (a) Subtotal Hard Costs (a+b+c+d) $3 9# moo �$3s9,asa— i (f) Contingency $ 24 5 0—$— 7.1a (g) Total Hard C (e+f) 336,19fi Soft Costs; Permits/Surveys $22,000— $-t oo Architectural 5000 454 Engineering 1504000-- a 3— Legal $50,.000 $a r1s Bond Premium $25.060 2,.72 Real Estate Taxes 5,5i70— so Insurance $--5 0m0- 3 Security $o Developer's overhead $2s0d0 $2.,z72 General Contractor's Overhead 1250600 $2.27� &' Construction Manager ;;:AO 2 j72 Property Manager $ �.� Construction Interest $500;0 $4;j45_-_ f f Financing/Application Fees 40WO �6 Utilities 10000 9�;i9 E-1.1 Maintenance (unsold un ) 15000! 63 t a Accounting 5tioo Marketing i6500b 1u)� (h) Subtotal Soft Costs $ssi,s , — _52127 (i) Contingency 27,6z ,_. z. a 38 (j)Total Soft Costs (h$t) > _ 52,1 i (k) Total Development Costs (9+i) $a sW �LX i 2. Profit Analysis (should canfOrn W the Pro fPrma) r s` Affordable projected saps 440 000 Market sales ,4 600.000 Public grants 0 Total Sources °00:00 �ur Uses: Construction Contract Amount $3 4741,600 (8) Total Development Cosh 828 305 Profit: (C)Total Profit (A-B) $ 1l,595 (D) Percentage Profit(C/5) 4.3% I • i ATTACHMENT I List of Public Agencies, etc. Whose Review and Approval Would Normally Be Required And For Which Applicant Is Seeking Variances, etc. TES OSTERVILLE MA MILL POND ESTATES, , List of All Public Agencies,Boards and Commissions who's review and approval would normally be required of the project and for which the applicant is seeking variance, waivers and approval from the Zoning Board of Appeals in accordance with MGL Chapter 40B Planning Board Board of Health Fire Department Engineering Department Conservation Commission Public Works Department Water and Sewer Department Town Council All other public agencies,boards and commissions who's review and approval would normally be required of the project if this was not an affordable housing project under MGL Chapter 40B f ATTACHMENT J List Of Requested Exceptions From the Zoning Ordinance List of Requested Exceptions from the Zoning Ordinance Requested Exceptions The Mill Pond Estates site is within a RD-1 Zoning District as shown on the Town of Barnstable Zoning Map. The Cover Sheet to the Comprehensive Permit Plan summarizes the Chapter 40B Zoning Relief(variances). The variances relate to the following provisions: Minimum Lot Size Minimum Lot Frontage Minimum Lot Width Minimum Set Back Front Minimum Set Back Side Minimum Set Back Rear Maximum Building Height Minimum Right of Way and Roadway Requirements Vegetation in Center of Turnaround Green Strips between Road and Sidewalk Edge Treatment Adjacent to Sidewalks Storm Drain Pipe The Applicant hereby requests that all exceptions from, and permits under, the Barnstable Zoning By-law and all other applicable bylaws, regulations and local requirements of the Town of Barnstable be granted pursuant to this Application s Barnstable Housing Plan - F t r i - Commonwealth of Massachusetts DEPARTMENT OF .HOUSING & TOWN OF BARNSrABLE TOWN ataNAG F c,FFar l COMMUNITY DEVELOPMENT e `y Mitt Romney;Governor ♦ Kerry Healey, Lt.Governor ♦ Jane Wallis Gumble, Director 04 All �5 1 1 n U September 3 , 2004 i Mr. John Klimm Town Manager Town of Barnstable 367 Main Street Hyannis, MA 02601 Dear Mr. Klimm: The Department of Housing and Community Development(DHCD) has ieviewed Barnstable's request for certification of its recently approved Affordable Housing Plan. DHCD has reviewed the documentation submitted in association with various comprehensive permits. Having reviewed the permits and supporting documentation, we find that the number of permitted units exceeds the number necessary to comply with the annual percentage specified in Barnstable's Affordable Housing Plan and 760 CMR 31.070)(i). Further, we find that the permit corresponds to housing units that are consistent with the production.goals j outlined in the town's Affordable Housing Plan. In accordance with 760 CMR 31.07(1)(i) 5, we' .are pleased to certify that Barnstable is in compliance with its approved plan. Because Barnstable has permitted 0.75% of year.round.housing units, this certification is effective for a one-year period beginning on August.12, 2004 and ending August 11, 2005. During this period, a decision by the Barnstable Zoning Board of Appeals to deny a comprehensive permit or grant a permit with conditions shall be consistent with local needs. On behalf of DHCD, I offer our congratulations and gratitude to the Town of Barnstable for its efforts toward expanding the supply of low- and moderate-income housing. Please continue to keep us posted on your progress, and let us know if we can be of assistance as you move forward. If you have any questions, please contact Phillip DeMartino, Office of Policy Development, at(617) 573-1357. Sincerely, V�✓ f Jane W. G b Director . cc: Kevin Shea, Director Community&Economic Development 100 Cambridge Street, Suite 300 www.mass.gov/dhcd Boston,Massachusetts 02114 ! .' 617.573.1100 E Commonwealth of Massachusetts DEPARTMENT OF HOUSING & ' COMMUNITY DEVELOPMENT a` Miff Romney,Governor♦Kerry Healey,Lt Governor Jane Wallis Gumble,Director - ti Sri May 20, 2004 Mr. John Klimm Town Manager 14 Town of Barnstable 367 Main Street Hyannis, MA 02601 RE: Town of Barnstable Executive Order 418 Housing Certification for FY2004 Dear Mr. Klimm: Governor Mitt Romney, Lt. Governor Kerry Healey, and I are pleased to notify you that the Town of Barnstable is Housing Certified under Executive Order 418 for the period ending June 30, 2004. The attached report shows the results of the FY2004 certification review. As an ongoing. requirement of E04,18 certification, communities must have a housing strategy in place based on data, including the 2000 census data. The strategy, which must include numerical goals for housing to be created, will be used to determine whether the units added to the housing stock are sufficient to gain certification. A waiver process for this requirement is available to communities who fail to meet the standard. We are. considering how to tie this process to sustainable development and smart growth principles for the FY2005 review. We have attached a copy of the Romney administration' s sustainable development principles for your information. We would welcome your suggestions on how to achieve this goal. Please send your suggestions to E0418 Housing Certification, Attention: Ann Whittaker, DHCD, 100 Cambridge St., Suite 300, Boston, MA 02114 or e-mail ann.whittakerAstate.ma.us. Your municipality will receive a priority for the discretionary grant funds covered by the Executive Order since it is taking steps to increase the supply of housing for individuals and families across a broad range of incomes. Congratulations on achieving this certification. We support Barnstable in increasing housing opportunities for households with a broad' range of incomes and taking proactive steps to encourage housing production. Sincerely, Jane allis u le 1 Director 100 Cambridge Street, Suite 300 ® www.mass.gov/dhcd Boston,Massachusetts 02114 ' ' ' 617.573.1100 Page Two Housing Certification - Barnstable Attachments: List of grant programs subject to housing certification Sustainable Development Principles Certification Report cc: Senator Robert O'Leary Senator Therese Murray Representative Demetrius J. Atsalis Representative Mathew Patrick Representative Jeffrey D. Perry l Kevin J. Shea, Director, Community Development, Barnstable V .f EXECUTIVE ORDER 418 HOUSING CERTIFICATION COMMONWEALTH OF MASSACHUSETTS FY2004 IDDEPARTMENT OF HOUSING AND COMMUNITY DEVELOPMENT Date of Certification:.5/20/2004 Barnstable Addition to the E0418 Housing Supply affordable to households with a broad range of income The housing supply in Barnstable increased by 181 ownership units and 23 rental units in the period 1/1/2003 - 12/31/2003. Affordable ownership units assessed in the range of$190,000 -$274,826: 7 Affordable rental units with monthly rent in the range of Below$600-$1,199: 23 Summary of the community's housing strategy On January 31,2001 the Town of Barnstable Town Council unanimously approved the town-wide Affordable Housing Plan with the goal of producing approximately 1,000 units of affordable housing over a ten year period.Under the plan the Town committed itself to achieve this goal by mandating and ensuring that at least 10% of all of the units in the Town are affordable to those residents at or below 80% of the area median income. As of September 2003, according to the Massachusetts-Department of Housing and Community Development, 5.11%of the Town of Barnstable's housing stock is considered to be affordable. Over the past two years 203 units of affordable housing has been created in the Town of Barnstable: Accessory Apartment Program Rental CDBG/Comp Permit 81 units Rental Acquisition Program Rental CDBG 31 units First Time Homebuyers Program Ownership CDBG 5 units CHAMP House Special Needs CDBG 26 units Nauset, Inc. Special Needs CDBG 4 units CHIPS H Special Needs CDBG 10 units Habitat for Humanity Ownership CDBG/Comp Permit 16 units Southside Village Special Needs/Rental Comp Permit 14 units Village at Marston Mills Ownership Comp Permit 16 units w r. TII addition,the Town has been working cooperatively with two private developers to create 138 units of affordable housing on two sites. the 135 family rental unit Village Green project in Barnstable Village through a negotiated "friendly" 40B process and 3 units of homeownership through the LIP program on the Sweeney property in Osterville. The Town'of Barnstable has identified three municipally owned parcels of land that are suitable for the development of affordable housing. The Town has completed the environmental and engineering work on the town- owned Darby parcel in Osterville. A total of 87 family and rental units have been proposed for construction on the Darby land. The Town has also prepared development plans for two additional town-owned parcels in West Barnstable.ln the summer of 2004 the Town anticipates issuing an RFP to private developers the construction of 12 units of elderly housing on the 7.9 acre Lombard Trust parcel and 28 units of family rental on the 8.6 acre town-owned parcel adjacent to the YMCA off of Route 132. A component p nent of Barnstable s overall housmg strategy,the Town will strive to also create homeownership units for affordable to middle income residents earning less or equal to 150%of the median area income($87,750) at purchase prices at or below$274,826 and rental units for affordable to middle income residents at rents at or below$1,413. The Town will strive to produce these homeownership and rental ranges through negotiations with private and non-profit developers creating units through the LIP and 40B process and when available through state and federal project subsidies. Since 2001,the Town of Barnstable has committed the majority of it's annual federal Community Development Block Grant funds from the U.S. Department of Housing and UrbanDevelopment towards the creation of affordable housing units in accordance with the Town's Affordable Housing Plan. In FY 02 the Town committed approximately 87%of its CDBG project funds towards the creation of affordable housing units through the Accessory Apartment,Rental Acquisition Program, the First Time Homebuyers Program and the Habitat for Humanity Danvers Way project. The Town committed nearly 69% of its CDBG grant in FY 03 and approximately 75% in FY04. IN MARCH OF 2004 THE TOWN OF BARNSTABLE'S AFFORDABLE HOUSING PLAN WAS APPROVED BY THE MASSACHUSETTS DEPARTMENT OF HOUSING AND COMMUNITY DEVELOPMENT-In its Affordable Housing Plan Barnstable places a significant emphasis on"Growth &Development". Special attention will be paid to how sucessfull development of affordable housing impacts on the infrastructure,schools and long-term growth in our community.This housing plan is to be used as a tool to control and plan where and when new housing will be built and what it will look like. On September 21, 2001 the Barnstable Town Council passed a Growth Management Ordinance. A key element of this ordinance was.to establish a development rate adequate to ensure that the Town has the ability to implement its affordable housing goals, as set forth in the Town's Local Comprehensive Plan as updated by the Barnstable Affordable Housing Plan of January 31,2001. CENSUS INFORMATION for E0418 BARNSTABLE A.Total Households,2000 Census: 19,626 - B.Total Households, 1990 Census: 1-6,601 C.Total Household Growth 1990-2000: 18.2% D.Average Annual Household Growth: 1.82 % E.Total Housing Units:, 2000 Census: 25,018 F.Total Housing Units: 1990 Census:23,370 G.Total Housing Unit Growth 1990-2000:7.05% H.Average Annual Housing Unit Growth: .59% I.Total Occupied Year Round Ownership Units,2000:14,954 J.Total Occupied Year Round Ownership Units, 1990:11,764 K.Growth in Year Round Ownership Units 1990-2000: 27.12% L.Total Occupied Year Round Rental Units, 2000 Census:4,672 M.Total-Occupied Year Round Rental Units, 1990 Census:4,837 N.Growth in Year Round Rental Units 1990-2000: -3.41% O.Vacancy Rate for Year Round Ownershipo Units,2000 Census: 1.10% P.Vacancy Rate for Year Round Ownership-Units, 1-99f}Cam: 3.91% Q.Vacancy Rate for Year Round Rental Units,2000 Census:3.70% R.Vacancy Rate for Year Round Rental Units, 1990 Census: 11.41% I i I II Signed letter of interest from a construction lender 11/03/2004 10:52 15084283096 SWEENEY PAGE 01 ®RanMor% 307 Main Street Massa hens Hyannis,MA 02601 (508)776 8600 fax(608)790-8624 W. Jobs B, Sweeney :Oct.29,2004 Sweeney Construction 409 Starboard Lane Osterville,Ma 02655 Re.Mill Pond Estates Dear Mr. Sweeney: Thank you for meeting with Rich Guild and I to disVuss the Mill Pond Estates project at 459 Old Mill Road, Ostprville,Ma.The project will-encompass 11 single family homes on 3.5 acres to include 3 "affordable"units and 8"Market"units to be built and sold. Based on your extensive experience as a builder an4 your many years as a valued customer of the bank,we are very interested in pursuing the development financing fox- this project_ Please let me know if I can be of further assistance.- Sincerely yours, James M.McEvo Senior Vice President ., s 1. A,division of Banknort)L N.A. Map of community Showing Location of Site VIM r, 'VO wipm-'rls k, 'Rol wal ;Cam-- f,7, WM ,WN RgF. , . s V " -I----" -I- m . 1 - ZA IN95 ol L2- A.-FAI S. _7 mg 0 rIn �F N No MI, M PEW 91! ........... .......... Alf—_ ikk.l __Nvi Current Appraisal Under By — Right Zoning 11/03/2004 11:26 15084283836 SWEENEY PAGE 01 LAND APPRAISAL REPORT File No.OLD449 Belrowa Wn Census Tract 0130.00 Map Reference 14W40 Probelty Address 449 OLD MILL ROAD 'jy OSTERVILLE County BARNSTABLE Stale MA Zip GO& 02855 jai Description BARNSTABLE REGISTRY OF DEEDS- BK 18618 FG 69 521104 e Price$MKT.VAL. 0*of Sate NIA loan Term WA yrs. Properly Rotas Appraised ®Fee 0 Leasehold ❑Oe Mlnblds PUC Acblal Real Estate Tarns S,1.077.43 fjrr) Loan charges to be paid by saW 11_!MA Oft sates concession Lender/Cllent John SwmnaY Starboard.LLC Address 409 VARBOAR0 LANE OSTERVILLE MA 02655 Occupant VACANT LAND Appraiser CLANCY APPRAISAL CO.INC. instructions to-Appnber Locdon Ikball Suburban Rural Good A . Fac Poor Built up 0 over 75% ❑25%to 75% ❑Under 25% Empbyrtant sadlity` ❑ (� ❑ ❑ Growth Rate ❑FuUy Dev. ❑Rapid ®Steady O Slow Comeenlenos to Employment ❑ Is ❑ Propertyvaivas ®Increasing ❑Stowe 0 MAN Canvrxtenee to Shopping ❑ ®.❑ ❑ Deno 04pply ®Shortage ❑In Balance ❑Oversupply Canwedence to schools ❑ ® ❑ ❑ MafkeUng Time ®Under 3 Moe. ❑4-4 Mos. ❑over 6 Lim. Adequacy of Public Trensporation ❑ 19 ❑ ❑ Present Lard Use 70x 1 Family_x 2.4 Family _x Apts. 9G Coda_%Cannefeial Recreational Facilities ❑ ® ❑ ❑ %tldullial_%Vacant sox VACANT Adequacy of Utikties ❑ 0 ❑ ❑ Change in Present Lana Use 19 Not tJ-t* ❑Llkey(') F1 Tafmng Place(1) ProodyCompatitidity ® ❑ ❑ ❑ Predominant ftupamy (® To O Owner ❑TmM %Vacmt Fund fire t bmh ❑ ® O El Slgte Family Pea Rargs S 325,000 bi$1 MIL Predominant value$500.000 General Appeararkx of Properties ® ❑ ❑ ❑ Singk Family Age NEW yn.to 60 yrs. Pfedomaront Age 30 Yre. Appeal to Market ® ❑ ❑ ❑ Comments including those factors,favorable or wdavorable,affecting marketability(e.g.public pads,schools,view,noise): THE SUBJECT IS LOCATED IN A RESIDENTIAL AREA IN THE TOWN OF BARNSTABLE. STYLES CONSIST OF CAPE COD CDLONIA AND RANCH DESIGNS. SCHOOLS HOUSES OF WORSHIP AND STORES ARE WITHIN T WATER BEACHES ARE AVAILABLE WITHIN 1.5 MILES. EMPLOYMENT CENTERS ARE LOCATED WITHIN 6 MILES IN THE HYANNIS D'uneosions REFER TO THE ATTACHED ASSESSORS MAP 1,55 sty" Sq.R.or Acres L1 Comet Lot Zrlrling ckssffio&n RESIDEM[)AL-RC" (VA20 s•f.) Prssen<ImpmVelnents ❑do ®do not Conform to mnkq re7la8ans Ifig hest and best use ❑Present use R Other CONSTRUCT A SINGLE FAMILY RESIDENTIAL DWELLING Pabfie Other(Describe) OFF SITE IMPROVF1dFNTS ITON LEVEL Elsa Bi Street Access O Pubfw ❑Private;Sim 1,5aACRES1AYEPAGC Gas Sugaw PAVED Shape IRRMULAR Water Maintenance ®PuhSc ❑Privatd View TYPI AREA San.Sewn ❑ PR1VJIyplut ❑Storm Sewer ®Cudb/Guter DTdfm a NO APPARENT PROBLEM ❑ Uddergreund Sect.A Tat N Sidewalk 0 ShdLqtft le fha prop"located U a HUD Identified%wlal(good Hazard Area? ®No❑Yea Comments(favorable or w*vadble Including any apparent adv u easements,eluroadments,or other adverse oardtib=): THE CURRENT ZONING REGULATIONS REQUIRE AN 87,120 s.f.LOT DUE TO THE OVERLAY PROTECTION DISTRICT. THE SUBJECT LOT CONFORMED TO ZONING REOVIRFIVIENT3 AT THE TIME OF 3LIBOI\nSION AND COULD BE REBUILT IF MMOYED. PRIVATE ON SITE SUBSURFACE SEWAGE DISPOSAL SYSTEMS ARE COMMON FOR THE �MEA_ The uMdvAgned has recited tree record sales of prupxaes rmd sbadar ant praxi, to subject and has considered Nora In she market analysis-The devApdon Includes a dollar arraumnent retectinp marw re*mm to cows.Mrs d s4dkant Tart"between Inv subject and ramparabla propudes.a a slpNMand keno In Ina comparable Property Is supWor to or more tavmabk than the subjeel pi%",a MkM(-)adpnlne d is made thus reds c the indicated value of subject If a sigrtfkard Aar in the comparable is Weldor to or less favorable than the subject prop".a plus(+)adjustment Is made dos Increasing the Indicated value of the subject ITEM I SwiECT PROPffiTy I COMPARABLE NO.1 COMPARABLE NO 2 NO. Address 440 OLD MILL ROAD 17a0 SANTUrr-NEWTOWN RE) 1 OFF OF MAIN STREET 145 SHOOTFLYINp HILL RD OSTERVILLE Carrurr WEST BARNSTABLE CENTERVILLE SUb 3 3 Ass 6.14 Miles 3.49 noises Sales Price MKT.VAL. 100 000 S 225.0m185 000 I90.000fae 225 0001ac S 462 5001ac Data ON SITE INSP. 3 S ASSFJS.SORS M.LS. ASSESSORS M.LS. Date of Sale and QJJVRIPTION DESCRIPTION +, C +— CR 0 +(— A TImEA*shnetlt NIA 11rOBl03 N8050 2105/04 r15100104 +7400 L GOOD GOOD GOO G000 1.55 scres/TYPICAL 1.0&MIM PICAL +25 000 1.0 M.AL +25 000 .40 acrWelea, n b00 IMPROVEMBITS NONE NONE NONE NONE -------------- $ Wng NONE KNOWN NONE KNOWNConcessions NONE KNOWN NONE KNOWN - Not Om + — 43,050 — 40lee 68400 Indicated Yakre Of$Ub)ax 233,050 295,168 ZM.400 Commends on Market Data: TIME IS ADJUSTED FO P.RECIATION lzss PER YEAR. THE COMPARABLES PROVIDED ARE THE BEST Kt40MIN TO THIS APPRAISER AND RELIABLY SUPPORT THE INDICATED VALUE FOR THE SUBJECT PROPERTY. Com arable 03 has a 7 000 ad'uat.of which 000 is allocated to the view of easement and$25 000 to the smaller to size. Comments and Con&fts of Appraisal: THE SUBJECT IS APPRAISED AS IF A BUILDABLE LOT MEETING ALL OF THE REOt11REMENTS OF THE TOWN OF _ BARNSTABLE BUILDING HEALTH COS VAT1ON DEPARTMENT REGULATION . THIS APPRAISER DOES NOT MAKE ANY REPRESENTATIONS OR WARRANTIES CONCERNING THE FUTVRE BUILDA811 OF THE SUBJECT PROP RTY. Fiat RerplhaBadWt: THE SALES COMPARISON ANALYSIS IS THE BEST INDICATOR OF VALUE FOR VACANT LAND- .EST TE THE YAar1ET rAIO AS OEFtaEO,Of fuaJECT P TT AS OF AUGUST 20, 20 04 to be S 250 000 JO N J. OPKI 1 741A J EP M,C AS i76CG ❑Did 0 Old Not Physically inspect Property Re aiser e Clancy Appraisal Company.Inc- Farm LNO—*TOTAL for Widows'appraisal sottware by a la mode,Ire.—14M.ALWODE 11/03/2004 11:26 15084283096 S4EENEY PAGE 02 Clancy Appraisal CMMY.11c. Bomar wa S AA90LOMILLROAD OSTERVILLE County BARNSTABLE Stale tv1A Z C 0265 Jt Gerd John Sweeney,Starboard,LLC THE PURPOSE OF THE AP SAL IS TO ESTIMATE THE CURRENT MARKET VALUE OF THE SUBJECT PROPERTY.IN FEE SIMPLE OWNERSHIP, Scope IN DEVELOPING A VALUATION FOR THE SUBJECT PROPERTY.THE SELECTION OF COMPARABLE DATA WITHIN THE SUBJECrS MARKET AREA OR COMPLETING MARKET AREAS WAS COLLECTED FROM OUB OFFICE FILES.M.L.S.SOURCES REAL ESTATE TRADE DATk COUNTY COMPS THE ASSESSOR'S OFFICE AND THE PERSONS WHO HAVE KNOWLEDGE OF THE SUBJECT PROPERTY IN THE MARKET PLA THE SOURCES AND DATA ARE CONSIDERED TO BE RELIABLE.WHEN CONFLICTING INFORMATION WAS PROVIDED THE SOURCE DEEMED MOST FMkIABLE PAS BEEN UTILIZED. UNRELIABLE WAS NOT INCLUDED IN THIS REPORT NOR USED AS A BASIS FOR THE FINAL ESTIMATE OF VALUE. Mended Usa/.frft gdod Um THIS APPRAISAL REPORT IS INTENDED FOR USE IN ESTABLISHING AN ES IMAONLY, THIS REPORT IS NOT INTENDED FOR ANY THE THE INTEN O VSQR IS John Sweene Starboard LLC fast* of-P-Pery Cutrent IiS6np rlfdmtation: THIS APPRAISER IS UNAWARE OF ANY CURRENT 1�� GS OR9fFrzRS 10 PURC.HASE THE SUBJECT PROPERTY. Mr Sala' PER THE TOWN OF BARNSTABLE ASSESSOR'S RECORDS THE PROPERTY WAS PURCHASED ON 6/28MG FOR$107 500. THE TOWN OF BARNSTABLE SOLD THE LAND BACK TO STARBOARD LLC ON 512 VM4 FOR 3131 MDO. Expgaure 71mej Madoft Utle F_XPOSURE TIME CURRENTLY 3- 6 MONTHS. EXPOSURE TIME IS THE AMOUNT OF TIME TT M G A E TO SELL A PROPERTY AT ESTIMATEO MARKET VALUE DURING THE PERIOD IMMEDIATELY BEFORE THE EFFECTIVE DATE OF THE APPRAISAL, PeFSDnaI(non-raM Trmden PERSONAL PROPERTY WAS NOT ON$IDEREO IN tWAPPRAISAL REPORT. � r ditldnal-Cofnm b The folio is provichid in order to comply Mth Standards Rule 2-3. _L4MtAif,y that,to the best of my knowlocige and beget: - -The*1atements of fad contained in Ws report are hue and corred; -The reporIN analysem ooinlons aIid conclusions are limited only the re orted assumptions and limiting condid" and are my Personal, impartial and unblased ptdationsl analyses,opinions and conclusions• r 4 have no Pmsent or Prospective interest in me Rropen that Is the subject of this report,and no pemonal interest vvith respect to the parties involved• 4 have no blas with m5pect to Is ft sub' this re w tite artier Yfvotva0 witlt this a nmeM• - -MX e a emenl In this asrj2Ment was not congnaent upon dwelopino or re tamidfaa rasuits• -MX compensation for completing IN*assignment is not cone enl n tife davelo ant or re of a redetermined value or direction in valve that favors the cause of the client the amount of the value 0 kflorf dfe attasarlent ol a laced resua or ttfe ocaarence of a subsequent event Olreytlyrelated to the intended use of this appraisay -My analyses.oploft go Poncluslons Lvare dev and this report has been Poepered in conformity with the Uniform Standards of Professional AppraM Practice• -1 have made•piersonsl inspection of fife that Is the a ed of 1Ms to V No ono provided significafd real proMrly apprelasall assistance to me PeMOn Slanina tots certification. The above certification conforms to ft chaMes In the USPAP offadive January 1,2004. •6ortif anon'& etnard . 1. This appraisal assipnnlent was not based on a requested minimum valuation,a specltic vaiudw,or in approval of a loan, 2. My compensation is not colltulpent uport the teporling of a predetermined value or drecbon in.value that favors the cause of the coem the amourd of the vallx estimate,the attainment of a Sited result or fire occurrence of a subsequent event. L / ipraiser(s):CLANCY APP S L CO INC. Supervisory Appraise s):J SEPH GLANCY AS #76CG Effective date/Report date: EFF.8/26/04•REPORT 8/28/04 Effective date I Roport da EFF,826Mm REPORT a/2e/04 Han fUA—'TOTAL for Mfiindowr appraisal software by a Is mode,inc.—1-8WALAMODE -- = LAND APPRAISAL REPORT fore No.OLD459 Orrowef NIA Census Tract.0136.00 Map Reference 1661001 Property Address 459 OLD MILL ROAD City OSTERVILLE County BARNSTABLE State MA Zip Code 02655 Legal Description BARNSTABLE REGISTRY OF DEEDS: SK 18,619 PG 69 521104 Sale Price$MKT.VAL. Date of Sale NIA Loan Term NIA yrs. Properly Rights Appraised ®Fee ❑Leasehold ❑De Minimis PUD _ Actual Real Estate Taxes j 1,380.30 (yr) Loan charges to be paid by seller j N A Other sales concessions Lender/Clierd John Sweeney,Starboard,LLC Address 409 STARBOARD LANE OSTERVILLE MA 02655 Occupant VACANT LAND Appraiser CLANCY APPRAISAL CO,INC. Instructions to Appraiser.. Location Urban Suburban Rural Good Avg.Fair Poo Butt Up ®Over 75% ❑25%to 75% ❑Under 25% Employment Stability ❑ ® ❑ ❑ Growth Rate ❑Fully Dev. ❑Rapid ®Steady ❑Slow Convenience to Employment ❑ ® ❑ ❑ Property Values ®Increasing ❑Stable ❑Dewov Convenience to Stropping ❑ ® ❑ ❑ Demand/Supply ®Shortage ❑in Balance ❑oversupply Convenience to Schools ❑ ® ❑ ❑ Marketing Time ®Under 3 Mos. ❑4-6 Mos. ❑Over li Mos. Adequacy of Public Transportation ❑ ® ❑ ❑ Present Land Use 70%1 Family_%2.4 Family _%Apts. _%Condo_%Commercial Recreational Facilities ❑ ® ❑ ❑ _%Industrial_%Vacant 30% VACANT Adequacy ofUhTrties ❑ ® ❑ ❑ Change in Present Land Use ®Not Likely ❑Likely(•) ❑Taking Place V) Property Compah'biliity, ®.❑ El El(+)From To Protection from Detrimental Conditions ON 0 ❑ Predominant Occupancy Owner ❑Tenant - %Vacant Police and Fire Proeetion ❑ ® ❑ ❑ Single Family Price Range i 325,000 to$1 MIL. Predomnant Value S 500,000 General Appearance of Properties ® ❑ ❑ ❑ Single Family Age NEW yrs.to 60 yrs. Predominant Age 30 yrs. Appeal to Market I&❑ ❑ ❑ Comments including"those factors,favorable or unfavorable,affecting marketability(e.g.public parks,schools,view,noise): THE SUBJECT IS LOCATED IN A RESIDENTIAL AREA IN THE TOWN OF BARNSTABLE. HOUSING STYLES CONSIST OF CAPE COD COLONIAL AND RANCH DESIGNS. SCHOOLS HOUSES OF WORSHIP AND STORES ARE WITHIN 2 MILES. PUBLIC SALTWATER BEACHES ARE AVAILABLE WITHIN 1.5 MILES. EMPLOYMENT CENTERS ARE LOCATED WITHIN 5 MILES IN THE HYANNIS AREA. Dimensions REFER TO THE ATTACHED ASSESSORS MAP = 1.26 acres Sq.FL or Acres LJ Corrm Lot Zoning classification RESIDENTIAL-RC" (87,120 s.t) Present Improvements ❑do ®do not conform to mning regulations Highest and best use ❑Present use O#W s CONSTRUCT A SINGLE FAMILY RESIDENTIAL DWELLING Public Other(Describe) Off SITE IMPROVEMENTS Topo LEVEL Elec_ ® Street Access ®Public [-]Private Size 1.26 ACRES/AVERAGE Gas ® Surface PAVED Shape RECTANGULAR Water ® Maintenance ®Public ❑Private View TYPICAUAREA San.Sewer ❑ PRIV.Itvpical ❑Storm Sewer ®Curb/Gutter Drainage NO APPARENT PROBLEM ❑ Underground Elect.&Tel N Sidewalk Street Lights is the property located In a HUD IdenOM Special Flood Hazard Area? ®No❑Yes Comment(favorable or unfavorable hdKq any apparent adverse easements,encroachments,or other adverse conditions): THE CURRENT ZONING REGULATIONS REQUIRE AN 87120 s.f.LOT DUE TO THE OVERLAY PROTECTION DISTRICT. THE SUBJECT LOT CONFORMED TO ZONING REQUIREMENTS AT THE TIME OF SUBDIVISION AND COULD BE REBUILT IF.DESTROYED. PRIVATE ON SITE SUBSURFACE SEWAGE DISPOSAL SYSTEMS ARE COMMON FOR THE 1 AREA. l The undersigned has recited three recent sales of properties most similar and proximate to subject and has considered these in the market analysis.The description includes a dollar adpksbneot reflecting market reaction to those items of signtticard variation between the subject and comparable properties.0 a significant to or mare favorable than the sub significant item in the comparable property,is sor a ss jet property,a minus(-)adjustment is made thus reducing the Indicated value of subject t a slgnifleart Vert i0 the comparable tr knferor to cr less' favorableltlan the subject property,a plus(+)adplstment is made thus increasing the indicated value of the subject ITEM I SUBJECT PROPERTY I COMPARABLE NO.1 COMPARABLE NO.2 COMPARABLE NO.3 Address 459 OLD MILL ROAD 1799 SANTVIT-NEWTOWN RD 1 OFF OF MAIN STREET 145 SHOOTFLYING HILL RD OSTERVILLE COTUIT WEST BARNSTABLE CENTERVILLE ProximitvtoSublect 3,64 mies• 16.13 miles 3.55 miles Sales Price MKT.VAL 190,0001 225,000 185,000 Price WA 190 000/ac 225 000/ac .462 500/ac Data Source ON SITE INSP. ASSESSORS M.L.S. - ASSESSORS M.L.S. ASSESSORS M.LS. Date of Sale and DESCRIPTION DESCRIPTION 11/09/03 GOOD 1.0 acre/TYPICAL + Ad'ust DESCRIPTION +- Ad'st DESCRIPTION +- Adjust. The Adjustment WA +18 050 2/05/04 +15 188 4r30/04 +7 400 Location GOOD GOOD GOOD S a ew 1.26 aes/TYPICAL 1.0 acre/TYPICAL 40 acmieleaesmn +37 000 IMPROVEMENTS NONE NONE NONE NONE Sales or Financing NONE KNOWN NONE KNOWN NONE KNOWN NONE KNOWN Concessions Net Adi. 0 + - 18,0501 + 15188 t 44 400 Indicated Value - of Subject 208,050 240,188 229,400 Comments on Market Data: TIME IS ADJUSTED FOR APPRECIATION 0 12%PER YEAR.THE COMPARABLES PROVIDED ARE THE BEST KNOWN TO THIS APPRAISER AND RELIABLY SUPPORT THE INDICATED VALUE FOR THE SUBJECT PROPERTY. Comments and Conditions of Appraisal: THE SUBJECT IS APPRAISED AS IF A BUILDABLE LOT MEETING ALL OF THE.REQUIREMENTS OF THE TOWN OF BARNSTABLE BUILDING HEALTH AND CONSERVATION DEPARTMENT REGULATIONS. THIS APPRAISER DOES NOT MAKE ANY REPRESENTATIONS OR WARRANTIES CONCERNING THE FUTURE BUILDABILITY OF THE SUBJECT PROPERTY. Final Reconciriation: THE SALES COMPARISON ANALYSIS IS THE BEST INDICATOR OF VALUE FOR VACANT LAND. 1 ESTIMATE THE MARKET VALUE,AS fDEFINED.OF SUBNECT PROPERTY AS OF AUGUST 26, 20 04 to be$ 225000 fl JOH J. OP INS, 4LA JO PH M. ASA#76CG ❑Did ®Did Not Physically Inspect Property raisers Review er if applicable (Y2Kj Clancy Appraisal Company,Inc. Form LNO—'TOTAL for Windows'appraisal software by a la mode,inc.—1-800-ALAMODE ClansAppraisal Corti Inc. Borrower WA PriipertyAtldreg 459 OLD MILL ROAD CRY OSTERVILLE County BARNSTABLE State MA Tip"0266M5 Lender Id John Sween ,S aid LLC THE PURPOSE OF THE APPRAISAL IS TO ESTIMATE THE CURRENT MARKET VALUE OF THE SUBJECT PROPERTY IN FEE SIMPLE OWNERSHIP. IN DEVELOPING A VALUATION FOR THE SUBJECT PROPERTY THE SELECTION OF COMPARABLE DATA WITHIN THE SUBJECTS MARKETAREA OR COMPLETING MARKET AREAS WAS COLLECTED FROM OUR OFFICE FILES M.L.S.SOURCES REAL ESTATE TRADE DAT&COUNTY COMPS THE ASSESSOR'S OFFICE AND THE PERSONS WHO HAVE KNOWLEDGE OF THE SUBJECT PROPERTY IN THE MARKET PLACE.THE SOURCES AND DATA ARE CONSIDERED TO BE RELIABLE.WHEN CONFLICTING INFORMATION WAS PROVIDED THE SOURCE DEEMED MOST RELIABLE HAS BEEN UTILIZED.DATA BELIEVED TO BE UNRELIABLE WAS NOT INCLUDED IN THIS REPORT NOR USED AS A BASIS FOR THE FINAL ESTIMATE OF VALUE. THIS APPRAISAL REPORT IS INTENDED FOR USE IN ESTABLISHING AN ESTIMATED MARKET VALUE ONLY. THIS REPORT IS NOT INTENDED FOR ANY OTHER USE. THE INTENDED USER IS John Sweeney,Starboard LLC Current listing information: THIS APPRAISER IS UNAWARE OF ANY CURRENT LISTINGS OR OFFERS TO PURCHASE THE SUBJECT PROPERTY. Prior sale: PER THE TOWN OF BARNSTABLE ASSESSORS RECORDS THE PROPERTY WAS PURCHASED BY THE TOWN OF BARNSTABLE ON WWI FOR$131 000. THE TOWN OF BARNSTABLE SOLD THE LAND BACK TO STARBOARD LLC ON 5/21/04 FOR$1311,000. EXPOSURE TIME IS'CURRENTLY 3.6 MONTHS. EXPOSURE TIME-IS THE AMOUNT OF TIME IT MIGHT TAKE TO SELL A PROPERTY AT THE ESTIMATED MARKET VALUE DURING THE PERIOD IMMEDIATELY BEFORE THE EFFECTIVE DATE OF THE APPRAISAL- PERSONAL PROPERTY WAS NOT CONSIDERED IN THE APPRAISAL REPORT. ,y The followina Is provided In order to comply with Standards Rule 2-3. 1 certify that to the best of my Imoi4ed a and belief -The statements of fad contained In this report are true and co The reported analyses,opinions and condusions are 4rrhned only by the reported assumptions and fimifing conditions and are my perranal. Impartial and unbiased professional anatyses,opinions and.conclusionr -1 have no present or Prospective Interest in the property that is the subject of tMs report,and no personal interest with respect to the ardes involved: 4 have no bias with respect to.the property that Is the subject of thts report or the Parfies involved with this ass run -My engagement In this assignment was not contIment upon developing or re redetermined results• -My.compensation for completim this assignment is not condment upon the development or reporfina of a predetermhed value or direedon in value that favors the cause of the client,the amount of the value opinion,the attainment of a stipulated result or the occurrence ` of asubseauent event directly related to the intended use of this appraisaL -My ana s o mars and corhdusions were developed and this report has been prepared in conformity with the Uniform*Standards of Professional Appraisal PraWce• -1 have made a personal Inspection of the property that is the subject of this re rt• -No one provided significant-real property appraisal assistance to the perspn sigrAm this cedificatio . The above certiflcation.confomhs.to the chan4es In the USPAP effecWe January 1 200C > 1 t. This appraisal assignnterd was not based on a requested minimum valuation,a specific valuation,or an approval of a loan. 2. My compensation is trot coritirigerd upon the reportN of a predetermined value or direction in value that favors the cause of the cGetlt, the amount of the value estimate,the abinmerd of a stipulated result or the occurrence of a subsequent event. Appraiser(s):JOHN HO K1NS Supervisory Ap4ReA H .CLANCY ASA#76CGEffective date/Report date: EFF.8/26/04:REPORT 8/26/l>4 Effective date/ EFF.6/26/04;REPORT 8/26/04 Form RJA—`TOTAL for Windows'appraisal software by a la mode,inc.—"OO-ALAMODE t.. B.la 18619 P969 639996 05-21-2004 a'1 12a0ho QUITCLAIM DEED THE INHABITANTS OF THE TOWN OF BARNSTABLE,a Massachusetts Municipal Corporation,with principal offices at the New Town Hall,367 Main Street,Hyannis, Massachusetts,02601-3907,acting by and through its Town Manager, FOR AND IN-CONSIDERATION of the sum of 014E HUNDRED THIRTY-0NE THOUSAND AND N0/100($131,000.00)Dollars,the receipt of which is hereby acknowledged, NO GRANTS.to STARBOARD LLC,a Massachusetts Limited Liability Company duly organized by law with a usual place of business at 188'Starbridge Drive,Barnstable (Osterville),Barnstable County,Massachusetts,02655, a WITH QUITCLAIM COVENANTS The land in the Town of Barnstable,Village of Osterville,Barnstable County, Massachusetts,bounded and described as follows. v LOTS 1 and 2 containing 2.80 acres more or less as shown on a Plan of Land entitled J "Plan of Land located at 459 Old Mill Road Osterville,MA.(Barnstable)Prepared for Starboard LLC October 25,2000,"which plan is recorded in the Barnstable County Registry of Deeds in Plan Book 561,Page 017. Q Together with the fee in the roads shown on said plan. Any trees on the land above described or structures thereon belonging to the Grantor are included in this re- conveyance. This conveyance is made subject to any easements to utility companies,including but not limited to water easements,electric easements,natural gas easements;the easement described as"easement(15'wide)"shown on said plan;.and other rights and easements of record. 1' This conveyance is made further subject to the terms and conditions contained in a judgment entered in the Barnstable Superior Court in a civil action entitled"Starboard LLC v.Town of Barnstable"bearing the docket number BACV 20030058,.a:certified. copy of which is annexed hereto. For Grantors title,see Order of Taking recorded in the Barnstable County Registry of j Deeds in Book 13920,Page 113. For Grantor's authority to convey,see certified copy..of Order adopted by the Barnstable Town Council on March 18,2004 as.agenda item ' number 20040067. The provision of.G.L.c.44§63A have been fully complied with.. Bk 18619 -.Pg #89996 WTTNF.SS.my hand and seal this oc —day o 2004. TOWN OF BARNSTABLE By: JOHN .KLIIvkM,Town Manager COMMONWEALTH OF MASSACHUSETTS Barnstable,ss. Ma y On this day before me,the undersigned notary public,personally appeared John C.Klimm,Town Manager as aforesaid,.proved tome through satisfactory evidence of idcntification consisting of Massachusetts driver's license,to be the person whose name is signed to the above document,and acknowledged to me that he signed it voliudarily for its stated purpose. CLA Notary Public My Commission Exp � D A�-six �F< b.�dt�r.•�-_-- . 2003002D Dood2 Bk 18619 Pg 71 #39996 ,. SUPWNSVTAABLEEBS COMMONWEALTH OF MASSACHUSETTS IO MAY I.-41 1 BARNSTABLE,ss. SUPERIOR COURT DEPA • BARNSTABLE DIVISION CML NO..BACV 20030058 ) STARBOARD LLC, j Plaintiff ) V. ) ) TOWN OF BARNSTABLE, ) Defendant ) AGREEMENT FOR JUDGMENT . The parties to the above entitled action,by their duly authorized undersigned Attomeys of record,hereby agree that upon approval by the Court the following be entered as the judgment of the Court in the above entitled action pursuant to Mass. R.Civ.P.58(a)(1). 1. In lieu of payment of monetary damages and interest by defendant to plaintiff,defendant shall re-convey the.condemned property to plaintiff upon payment by plaintiff to defendant of$131,000.00 representing the.prQ tanto paid to plaintiff and the payment by defendant to plaintiff of$50,999..79 as. reimbursement of plaintiffs costs subject to approval by the Department of Revenue. 2. The re-conveyance of the condemned property is hereby made subject to the condition enforceable by defendant that plaintiff or its successors.in wowmn 4 IL , . Bk 16619 Pg 12 439996 interest shall improve the property in accordance with the terms of a comprehensive permit pursuant to G.L c.40B unless one of the following events occurs,in which case the condition imposed hereunder shall become void and of no further effect,but not otherwise.. (a) The Zoning Board of Appeals ads by approving plaintiffs or plaintiffs successor's application during a time when no recent progress or planned production has taken place pursuant to 760 CMR 31.07(d)or.(0, respectively,but such approval is annulled by a court of competent jurisdiction after diligent defense by plaintiff. (b) The Zoning Board.of Appeals acts by denying plaintiffs or its successor's application,or approving same with conditions-which can reasonably be considered to be uneconomic,during a time,when no recent progress-'or planned production has taken place pursuant to 760 CMR 31.07(d)or(0, respectively,and plaintiff or its successor has appealed pursuant to G.L.c.4013§. 22,but has not obtained relief from the denial or conditions which can reasonably. be considered to be uneconomic. (c) The Zoning Board of Appeals ads by denying plaintiffs or plaintiff's successor's first application during a time when recent progress or planned production has taken place pursuant to 760 CMR 31.07(d)or O, respectively, and plaintiff or its successor has re-applied and its re-application has been disposed of in the.manner described in paragraphs(a)or(b)supra. 2MOMoNd s 2 1 Bk 18619 Pg 73 *3999-6 The parties may redord-certified copies of decisions and/or judgments or an affidavit of the Town of Barnstable Town Manager as evidence of compliance with the provisions of subparagraphs(a),(b)and(c). Plaintiff and defendant waive as rights of appeal of this judgment. Dated: May 19,2004 STARBOARD LLC;Plaintiff TOWN OF BARNST.ABLE,Defendant ByItsAttomey By Its Attorneys, V r KEVIN T.SMITH, ESQ ROBERT D.SMITH,Town A omey. [B.B.O. No. 555507] [B.B.O.No.469980] Masterman,Culbert&Tully, LLP RUTH J.WEIL, 11'Assistant Town Attorney One Lewis Wharf [B.B.O.No.5192851 Boston,MA 02110 T.DAVID HOUGHTON Assistant Town(617) (617)227-8010 Attorney (617)227-2630(fax) [B.B.O.No.2411601 TOWN OF BARNSTABLE 367 Main Street, New Town.Hall . Hyannis,Ma._02601-mU07 (508)862-4620,(508)862-4724 FAX Approved: Entered: May 19, 2004 �e*Rio� Justice of e .Superior Court m a • :ray, Y•" .. ` ni,.a. 20030020judgu d j We 18.619 Pg 74 039996 B. NEW BUSINESS(SECOND READING) BARNSTABLE TOWN COUNCIL 2004-067 ORDER AUTHORIZING RE-CONVEYANCE OF LAND AT 449 A-ND 459 OLD MILL ROAD,OSTERVILLE,ASSESSORS MAP 143 PARCEL 40 AND MAP 166 PARCEL 1 INTRO.: 03111/04;03/18/04 ORDERED: that the Town Council hereby authorizes the Town Manager to re-convey to the former owner or its nominee the land having a street address of 449-and 459 Old Mill Road, Osterville,shown on Assessors Map 143,Parcel 40 and Map 166,Parcel 1,being Lots 1 and 2 . on a plan of land recorded in the Barnstable County Registry of Deeds in Plan Book 561,Page 17,for not less than the sum of$77,839.50 in accordance with the terms of a judgment t*o be entered in a civil action filed in the Barnstable Superior Court entitled Starboard LLC v. Town of Barnstable bearing the docket number 20030058,and to execute and deliver all instruments of re-conveyance in connection therewith. SPONSOR: Town Council Vice President Henry C.Farnham Town Manager John C.Klimm DA ACTION TAKEN z TO M�y a. _. ,_.:•.,_. 13 BARNSTABLE REGISTRY OF DEEDS ` 1 : 4 DEFINITION OF MARKET VALUE: The most probable price which a property should bring in a competitive and open market under all conditions requisite to a fair sale,the buyer and seller,each acting prudently, knowledgeably and assuming the price is not affected by undue stimulus. Implicit in this definition is the consummation of a sale as of a specified date and the passing of title from seller to buyer under conditions whereby:(1)buyer and seller are typically motivated;(2)both parties are well informed or well advised.and each acting in what he considers his ovm best interest;(3)a reasonable time is allowed for exposure in the open market;(4)payment is made in terns of cash in U.S.dollars or In terms of financial arrangements comparable tiherew,and(5)the!rice represents the nornai consideration for the property sold unaffected by special or creative financing or sales concessions'granted by anyone associated with the sale. Adpmsitnethfs to the comparables must be made for special or creative financing or sales concessions. No adjustments are necessary for those costs which are normally paid by sellers as a result of tradition or law in a market area; these costs are readily identifiable since the seller pays these costs in virtually all sales transactions. Special or creative financing adjustments can be made to the comparable properly by comparison to financing terms offered by a third party ins6Urtional lender that is not already Involved in the property or transaction. Any adjustment should not be calculated on a mechanical dollar for dollar cost of the financing or concession .but the dollar amount of any adjustment should approximate the markets reaction to the financing or concessions based on the appraisers judgement. STATEMENT OF LIMITING CONDITIONS AND APPRAISER'S CERTIFICATION CONTINGENT AND LIMITING CONDITIONS: The appraisers certification that appears in the appraisal report is subject to the following conditions: 1. The appraiser will not be responsible for matters of a legal nature that affect either the property being appraised or the title o t The appraiser assumes that the title is good and marketable and,therefore,wig not render arty opinions and the tile. The property is appraised on the basis of it being under responsible ownership. 2. The appraiser has provided a sketch in the appraisal report to show approximate dimensions of the improvements and the sketch is included only to assist the reader of thereport in visualizing the property and understanding the appraisers determination of Its sae. 3. The appraiser has examined the available flood traps that are provided by the.Federal Emergency Management Agency(or other data sources)and has noted in the appraisal report whether the subject site is located in an identified Special Food Hazard Area. Because the appraiser is not a surveys,he or she makes no guarantees,express or Impfied,regarding this determination, 4. The appraiser wig not give testimony or appear in court because he of she made an appraisal of the property in question,unless specific arrangements to do so have been made beforehand. 5. The appraiser has estimated the value of the land in the cost approach at its highest and best use and the improvements at their contributory vague.These separate valuations of the land and improvements must not be used in conjunction with any other appraisal and are invalid if they are so used. . 6. The appraiser has noted In the appraisal report any adverse conditions (such as, needed repairs, depreciation. the presence of hazardous wastes, toxic substances, etc.) observed during the inspection of the subjed property or that he or she became aware of during the normal research Involved in performing the appraisal Unless otherwise stated in the appraisal report, the appraiser has no Inowl*e of any hidden or umapparerd corh66ors of the property or adverse environmental conditions(Including the presence of hazardous wastes,toxic substances, etc.) that would uptake the property more or less valuable,and has assumed that there are no such conditions and makes no guarantees or warranties, express or implied, regarding the condition of the property. The appraiser wig not-be responsible for any such conditions that do exist or for any engineering or testing I iat might be required to discover whether such conditions exist Because IN appraiser is not an expert in the field of envuomoentaf hazards, the appraisal report must not be considered as an environmental assessment of the property. 7. The appraiser obtained the information. estimates, and opinions that were expressed in the appraisal report from sources that he or she considers to be reliable and believes them to be true and correct The'appraiser does not assume responsibility for the accuracy of such items that were furnished by other parties. 8. The appraiser wig not disclose the contents of the appraisal report except as provided for in the Uniform Standards of Professional Appraisal Practice. 9. The appraiser has based his or her appraisal,report and valuation conclusion for an appraisal that is subject to satisfactory completion, repairs, or alterations on the assumption that completion of the improvements will be perfomhed In a workmanlike manner. 10. The appraiser must provide his or her prior written consent before the lenderldient specified in the appraisal report can distribute the appraisal repot (including conclusions about the property vague, the appraiser's identity and professional designations, and references to any professional appraisal organizations or the firm with which the appraiser is associated)to anyone other than the borrower; the mortgagee or its successors and assigns;the mortgage insurer, consultards; professional appraisal organizations; any state or federally approved financial institution; or any depwIrnent, agency. or instrumentality of the United States or any state or the District of Columbia;except that the lenderlcient may distribute the property description section of the report only to data collection or reporting service(s) without having to obtain the appraisers prior written consent. The appraisers written consent and approval must also be obtained before the appraisal can be conveyed by anyone to the public through advertising, public relations, news, sales, or other media. Freddie Mac Form 439 6-93 Page i of 2 Fannie Mae form 1004E 6-93 Clancy Appraisal Company,Inc. Form ACR—'TOTAL for Windows'appraisal software by a la mode,inc.—1-800-ALAMODE APPRAISER'S CERTIFICATION: The Appraiser certifies and agrees that 1. 1 have researched the subject market area and have selected a n*&um of three recent sales of properties most similar and proodmate to the subject property for consideration In the sales comparison analysis and have made a dollar adjustment when appmpdate to reflect the market reaction to those items of significant variation. C a significant item in.a comparable property is superior to,or more favorable than,the subject property.I have made a negative adjustment to reduce the adjusted sales price of the comparable arA if a significant item in a comparable property is interior to,or less favorable than the subject property.I have made a positive adjustment to i crene the adjusted sales price of the comparable. 2. 1 have taken Into consideration the factors that have an impact on value in my development of the estimate of market value In the appraisal report I have riot knowingly withheld any significant information from to appraisal report and I believe,to the best of my knowledge,that all statements and information in the appraisal report are he and correct 3. 1 stated in the appraisal report only my own personal,unbiased,and professional analysis.opinions.and conclusions.which are subject only to the contingent and funding conditions specified in this form. 4. 1 have no pretend or prospective interest in the property that is the subject to this report,and I have no present or prospective personal interest or bias with respect to the participants in One transaction.1 did nut base,either parWy or completely.my analysis and/or the estimate of market value in tine appraisal repot on the race,cdor refi�oh,sexy,-handicap,famili it status,or national origin of either the prospective owners or occupants of the subject property or of the present owners or occupants of the properties in The vicinity of the subject prr>perty. 5. 1 have no present or contemplated future interest in the subject property,and neither my current or future employment run my compensation for performiN this appraisal is contingent on the appraised value of the property. 6. 1 was not required to report a predetermined value or direction in value that favors the cause of the client or arty related party,the amount of the value estimate, the attainment of a sperdnc result or the occurrence of a subsequent event in order to receive my compensation and/or employment for performing the appraisal I did not base the appraisal report on a requested miriunum valuation,a specific valuation,or the need to approve a specific mortgage loan. 7. 1 performed this appraisal in conformity with the Undotm Standards of Professional Appraisal Practice that were adopted and promulgated by the Appraisal Standards Board of The Appraisal Foundation and that were in place as of the effective date of this appraisal,with the exr Option of the departure provision of those Standards,which does not apply.1 acknowledge that an estimate of a reasonable time for exposure in the open market is a condition in the definition of market value and the estimate I developed is consistent with the marketing time noted in the neighborhood section of this report, unless 1 have Otherwise stated in the recahcliation section. 8. 1 have personally inspected the interior and exterior areas of the subject property and the exterior of all properties fisted as comparables in the appraisal report. _ 1 further certify that i have noted any apparent or known adverse conditions in the subject improvements,on the subject site,or an any site w5tlmh the immediate j vicinity of the subject property of which I am aware and have made adjustments for these adverse conthtions in my analysis of the property value to the extent that had market evidence In support them. I have also commented about the effect of the adverse conditions on the marketability of the subject property. 9. 1 personally prepared all conclusions and opinions about the real estate that were set forth In the appraisal report it I relied on significant professional assistance from any ind'nidual or individuals In the perlomwnce of the appraisal or the preparation of the appraisal report I have named such Individual(s) and disclosed the specific tasks performed by them in the reconciliation section of this appraisal report I certify that any Individual so named is qualified to perform the tasks.I have not authorized anyone to make a change to any item In the report therefore,9 an unauthorized change is made to the appraisal report,I will take no responsiMTty for il. SUPERVISORY APPRAISER'S CERTIFICATION: If a supervisory appraiser signed the appraisal report he or she certifies and agrees that I directly supervise the appraiser who prepared the appraisal report have reviewed the appraisal report agree with the shetemerts and conclusions of the appraiser, agree to be bound by the appraisers certifications numbered 4 through 7 above,and am taking tug responsibility for the appraisal and the appraisal report ADDRESS OF PROPERTY APPRAISED: 459 Orin MILL ROAD,OSTERNALLE,MA 02655 APPRAISER- SUPERVISORY APPRAISER (only It required): Signature: Signature: C/ f�� Name: JOHN I HCIPKINS Name: J .CLANG .ASA,#76CG Date Signed- AUGUST 26,2004 Date Signed: AUGUST 26,2004 State Certification#: State Certification#: CERT.GEN.R.E.APPR.#76 or State License#: LICENSED R.E.APPR#1174 or State License#: State:-MA State: MASSACHUSETTS F)irafim Date of Cepcation or License: 1/11/07 Expiration Date of Certificationi or License: 7123105 ❑Did ® Did Not Inspect Properly �l r. . Freddie Mac Form 439 6-93 Page 2 of 2 Fannie Mae Form 10048 6-93 Form ACR—'TOTAL for Windows,appraisal software by a la mode.Inc.—1-800-AIAMODE rn.-- b .. ?bWN';.OF BARNSTAOM. "tj#iCH(J9TTS'- 40 ° o e 1.55 A-C _ s y ti 23 a •. b 29AC >S4 �� .` 3Gq 6� - IwNN-101 •, _!, a + lh•♦♦♦y . ~J� 21-4 rh.J 00*4 J 'o _ .2 a 0 1.O[AC, • � � � , uL�ML WfL- • ,^\♦�+�, REV.By ANS ISM - 9RISMAL Off 143 11� Nt MM i EnvironmentaUDrainage Report - l J Q8/04/2004 20:46 15084283096 SWEENEY PAGE 02 Uorsk Witten Group Sustain ble Environmental Solutions 90 Route 6 A • Sandwich.MA • 02563 phone-50&833�600 - F -5OM33-3150 www.hors► eyt4lite».can August 4,2004 VIA HAND DELIVERM E Mr.John Sweeney Starboard,3 T.[_ 409 Starboard Lane Osterville,MA 02655 Re: Sweeney Parcel—Barnstable Massa chusetts ; Dear Mr. Sweeney: In accordance with our agreement,dated June 8,2004,1 lorsley Witten Group(HW)is pleased to transmit our conceptual plan for a proposed 114ot subdi vision for Your project on Old IVit<Il Road in 0sterville. The plan illustrates 11 single-family lots, ging in size from approximately 6,500 square feet to 8,500 square feet Stormwater draii age and management wjU be accommodated through a proposed bioretention area in I Im center of the cul-de-sac,.a Swale system along the northern side of the proposed road, auc,an infiltration basin located within an open parcel (designated as Iot 12). A community waste ater disposal system is proposed for the western segment of the property. Details of the system,, cluding alternatives were transmitted under separate cover to you,dated August 3,2004. B=d on the site topography, your desired housing footprints,and the need to accommodate wastev rater and stormwater on-site,it is our judgment that the maximum yield for the project is 11 los. Please review the attached plans,and let us know if you have any questions or comments. We will await your input prior to beginning work on the engineering plans and submittal documents for the Comprehensive Permit application to the Town of Barnstable. If you wish to discuss any of our work to date,please do not hesitate to contact me Orectly. Sincerely, . I30 SLEY W ITEM GROUP Richard A.Claytor,Jr.,P.E. Principal-Engineering and Planning RAC:jea Enclosures i 1 Sandwich Boston 1 Providence Smart Growth • Mt8 oOd Vftwr Management Whe(mater Management•Stoh»watsr Manpg*enl Civil B Bmrironmantet Eb9ineering W4ands A3%"xm*m H"r*Or otogy&WM-Suppy Coeetat Management Site Aeeocimenl3'Rltr"didt+on Band Use Planning Graphic Services Education R oViroch i I 08/04/2004 20:46 15084283096 SWEENEY PAGE 03 Mr.Jahn Sweeney .August 3,2004 Page 2 Collection System � The collection system will utilize a gravity sewer'a mir*um 0.5%slope. The estimated total length is 471 feet. Each building will have a flinch diameter sewer lateral I hat will connect to the main 6-inch sewer line beneath the street. The main line will have fur manholes and one cleanout. All sewers will be coast wted of SDR-35 polyvinyl chlorid (PVC). Treatment System Fluids from the collection system will flow by gravity t a 11,000-gallon precast concrete septic tank. The tank will be divided into two commparimonts o 7,350 gallons(48 hours storage)and 3,650 gallons(24 hours storage). The septic tank will bt pumped every two years,at a minimum. - I - The septic tank removes settleable and floatable solids om the wastewater stream. Sothe reduction of biochemical oxygen demand(BOD,a m e of organic carbon)and solids volume also occurs in the septic tank,but little to no reduction i nitrogen. The tank also serves as emergency storage. , The clarified wastewater flows from the septic tank into the secondary treatment system,if such a system is included. In a Title 5 system,septic tank eff uent would flow directly to the disposal system. Three options for secondary treatment,which v ill reduce the effluent-nitrogen concentration to 19 milligrams per liter(mg/L)or less,a re presented herein. The throe denitrifying systems discussed are Amphidrome,Biociete,and Nitrex. Table 1 gives approximate costs that can be used to co 4 are the different alter%ives for wastewater treatment on the property. All unit costs (in llars per gpd)include installation costs plus O&M costs over 20 years. , - , I Horalq Witten Group -suslalrfaWe Envifoamemw Shc�t�ona. I.W87 Stsrboa Sw=cyl�ww port.doc 1 Mr. John Sweeney August 3, 2004 Page 4 Under their Provisional ermits i - total P ,Amphidrome and Bioclere systems must discharge 19 mg/L nitrogen or less for a residential development. ]3ot these.systems can actually discharge lower concentrations on a regular basis,generally betwq a 10 and 15 m have"denite"modules that can be added to '• '�° systemsO guarantee a mg/L,but the modules require the addition of total n�en ge,of less than 10 denitrification bacteria. Bioclere can use a sodium e'toP m for the Amphidro,me can use either suuetha�no whichsolution,which must be kept from which Est also be kept from freezing. The N trek do tYatzwaiable, or a sucrose sol�oa, discha be 19' f'or lessreportedlyP g permit also requires that the rge addition: . ;Nitrex can achieve le4s than 10 mg/L without chemical All systems require electncal power for wastewater ftaliCnent. $ for all systems by a natural gas or diesel generator. Backup power can be supplied installation, are included in the system installation costs.. Soll Absorption SystcAm Title 5 requires pressure distribution system for all soil Obsorption flows greater than 2,000 gpd. Therefore,the treatment systee will Yam receiving design dosing pumps. wire a dosing chamber and Effluent from the septic tank or secondary treatment flogrs b chamber,another conventional colic wte The y �'into the pump or dosing Pam!chamber will be sized to accommodate Dual storage plus one dose volume(908 gallons)pl{ts sump volume and alarm allowance. "rage effluent pumps will send the treated efAueut to the din field,or soil absorption system- The d raMeld will be constructed of parallel stone trenches with plastic perforated pipe laterals. -Table 2 shows the drainfield sizing calculations and eon$truction parameters. 1 _ HorslCp Witten Group SuafalndAl�Errvie*ffn n141 SO14WZPI 1:140s7 Starboazd-$`. sY�Re�ort�wwrepwtdoc 08/04/2004 20:46 15084283096 SWEENEY PAGE 05 Mr. John Sweeney August 3,2004 Page S Table 2_ Design Calculations for Soil Absorption System Design flow 3,630 #pd LTAR 0.74 $pd/sf RNW red area(design flowILTAR) 49905 4f drench le (V 52 (t mch widthTrench depth(D) 2 ft Each trench: Bottom absorption area (L3 W) 104 $f Sidewall absorption area(23L3.D) 208 f Endwall absorption area(23W3D) 8 *f 4 Total 320 sf Number of trenches 16 Y Total absorption area in fields 5,120 sf Maximum allowable flow(A3LTAR) 3,789pd Percentage of designflow 104.4 ° - y Alternative Treatment System Coat Comparison As expected;the standard Title 5 system is the least-cxpMjsive to install and maintain,bat use of this system assumes that there will be no requirement fdr nitrogen reduction in thus area, and such a requirement may be enacted sometime in the neap future. Standard Title 5 systems are considered to discharge 30 to 40 mg/L total nitrogen. TUe whole-site,shared Title 5 system would be required with the current layout because the necessary leaching area is not available in most of the lots for individual systems. Of the nitrogen-reducing-systems, the Biocler-e and Axghidw me are comparable in price and complexity. The standard systems will provide substantial nitrogen reduction(50'/o to 75%} compared to a standard Title 5 systems. The Demite modules will add finther nitzngen reduction, but with a significant cost increase and the necessity to 4torc and handle chemicals on-site. The Nitrex system will reportedly reduce nitrogen discharge,to levels at or below those provided by the Denite additions to the other systems,but without tb(e chemical addition and at only a slight cost increase. However,it is a newer process that has hod less time to prove its performance. ' UU/UY/Z-004 ZU;4b 15084283096 SWEENEY PAGE 06 Mir. John Sweeney August 3,2004 Page 3 Table 1. Coat)Estimate for On-Site *astewater Treatment Sweeney Parcel,Old Mill llt aad`Ottterville,NU Shared Allc a ve Treatment System w/o Denite Shared Tuatment 3 33)Blt,3630 gpd 3's�with Deane fry n, psi In tna. 33 Blt,3630 gpd l�t,Annual Unit Cost Est.Installation Est,Axmual Unit cost Cost t M Cost ($/8pd) Cost with Deane O&M Cost Anarome s232,750 $1,400 ($ $79.02 $270,250 $3,000 5100.08 ioclete $229,000 $1,400 $77.88 ' $264,0tx1 $3,000 $98.18 ,�.$239,000 �`: 51,665 $82:52 $239,000 Title 5 $11665 $82.52 _�.157,750 $200 $49.02 Amphidroime and Bioclere are systems that have been a-Tailable for many years. They have_ successfully been used in single residential,multi-family residential,commercial and institutional applications all over the Commonwealth,inaludiug Cape Cod and the islands. Amphidrome utilizes a technology called a sequencing batch reactor,which puts separate batches of effluent through several timed stages of treatment before dischargiuog them. Bioclere, is a trickling filter, which uses a bed of media that suppgrts bacterial growth to treat the effluent on a continuous basis. Both Amphidrorne and Bioclere utilize blowers and pumps to aerate and move fluids undergoing •,r treatment. • Nit mx is a recently-developed technology that removes Nitrogen from nitxrified effluent using a filter packed with a proprietary wood product. Results 60m test installations indicate that it can reduce nitrogen concentrations to 5 mg/L or less. In ordo'to do this,its influent should be nitrified to the greatest extent possible. This is generally done by adding a zu between the septic tank and the Nitrex module. Because nitxxixcation is accomplished by the addition of excess oxygen,nitrifying systems use bioweft and pumps. Effluent moves thorough the Nitrex module itself by gravity. Amphidrome and Bioclere,as well as most other altema#ve treatment systems,are capable of nitrifying the wastewater. The Nitz ex distributors tend to prefer to use either the Waterloo . Biof lter,another trickling.lung.filter,or the Advantex filter;('pr nitrifying the influent to the Nitrex system. The price of this nitrifyin system is S Ys lncl . Amphidrome and Bioclere have approval for Provisional use fxom the Massachusetts Department of Environmental protection(DEP) as niirogep-reducing systems Nitrex is a newer technology and currently has approval for Piloting use,which limits the number of these systems that can be installed within the Commonwealth. All systems require operator contracts and regular monitoring. Horsley Witten Group S�sbinab�e Envnonmsnrel Sotu(ions L14087 Starboard-SwccacYRcPortslwwreport.doc Q'V 1JUU't4OJUJo SWttNEY PAGE 04 Mr.John Sweeney August 3,2004 Page 6 We will be glad to work with you further to detenmune which of these options will make this development easiest to market. Please call us if you require more information. Sincerely, HORSLEY WITTEN GROUP Aim Bogucki,E.I.T. Staff'Engineer AB:eml Horsley Witten tiroup At, SvsiaicwLtr t,wv6r-."Mal w;s.lcv9aas JM087 Starboard-SweeneylReporM\Wwrepor doc i l ` Approval for 'a on. 'Shared: System , 7 Mill.Pond Estates'.. z Osterville' MA.. April 12; 2005 -I ,.'�•. ,' S }• � .� mac- \ .'�' a '� k -.x ti Prepared for: - i Starboard; LLC ' 4'09 Starboard Lane Y~ = t Osterville, NIA 02655 Submitted to: ' Departmeni of Environmental Protection_ Bureau of Resource Protection.; 20 Riverside Drive' Lakeville;M'k 02347` r. � �. �� -t wry.-' - '��"` �r�� `�' 5- �'-,.-s '•+�1�'�;;�";�j. • t�i• l�I�H+H+��, a �C� r�/"rtl\+ ' e,,, s.. R►fin � ,E;..' �a � s lMZU r iZ V , p EnSustainable- �vriron�4m¢ e nas t:a l Solutions 90Rte6A anwc 2563 v =8336600 Fax508833-350w ten.com;S Phon =508 y ' ! *� SS '��! 6 - �, - _ (� ;Y rT at'Ta�;ir ..,� F..�.., � "•. T � - _ : r � ;-.� ` iz 47, • S � t: ,`y 'tn ma t '�1,•,i+3'a+ � ,E.k eg j��Alyr � i. ��. r -- �i. - ,�'5; �� j Horsley Witten Grou a 5 Sustainable Environmental Solutions 90 Route 6A • Sandwich, MA • 02563 Phone-508-833-6600 Fax-508-833-3150 www.horsleywitten.com t April 12, 2005 Department of Environmental Protection Bureau of Resource Protection 20 Riverside Drive Lakeville,MA 02347 Re: Residential Development With Shared Septic System 459 Old Mill Road,Osterville,Massachusetts Dear Sir or Madam: On behalf of Starboard LLC, Horsley Witten Group, Inc. (HW)is requesting your review and your approval for the proposed shared septic system for the property located at 459 Old Mill Road in Osterville. The proposed development consists of 11 lots to be occupied by single-family homes, two open-space lots and a private road. I The enclosed submission consists of a Shared System permit application package, whichincludes plans . and specifications for the proposed system, and: , a)DEP Form BRP WP 58b, b) a description of the proposed system, e) an operation and maintenance plan, d) a description of the form of ownership, e) a description of a financial assurance mechanism, f)a copy of the Grant of Title 5 Covenant and Easement, and g) a copy of the approval letter from the local approving authority. . Thank you for your consideration. If you have any questions and/or require additional`information, please contact F.P. (Tom)Lee or Ann Bogucki at 508-833-6600. Sincerely, HORSLEY WITTEN GROUP, INC. �nn Bogucki Environmental Engineer Enclosures cc: John Sweeney, Starboard LLC(Applicant) Barnstable Board of Health(without design plans previously submitted) SAb.dwir�h Boston Ptovidence .(,l Itlf"O i U '+.i. 1 J ,; it'; i!;p.vicr,c01Cr Ioilttc- 4 Smart Growth Integrated Water Management • Wastewater Management Stormwater Management Civil&EnvironmentalEngineering Wetlands Assessment Hydrogeology 8 Water Supply, • Coastal Management • Site Assessment 8 Rernediation • Land Use Planning • Graphic Services • Education&Outreach 1 1 1 1 APPENDIX A ' DEP FORMS 1 1 1 1 I Enter your transmittal number 111062225 � Transrntttal Number � Your unique Transmittal Number can be accessed online: http://www.mass.gov/dep/counter/trasmfrm.shtml or call DEP's Infol-ine at 617-338-2255 or 800-462-0444(from 508,781,and978 area codes). Massachusetts Department of Environmental Protection. 1 Transmittal Form for Permit.Application and Payment 1. Please type or A. permit Information print.A separate Transmittal Form BRP WP 58b Approval of Aggregate Nutrient Loading - must be completed 1.Permit Code:7 or 8 character code from permit instructions Shared Svstem for each permit New Construction application. 3.Type of Project or Activity 2. Make your check payable to B• Applicant Information - Firm or Individual the Commonwealth of Massachusetts Starboard LLC and mail it with a 1.Name of Firm-Or,if party needing this approval is an individual enter name below: copy of this form to: DEP,P.O.Box 4062,Boston,MA 2.Last Name of Individual 3.First Name of Individual 4.MI 02211. 409 Starboard Lane 5.Street Address 3. Three copies of Osterville MA 02655 508-364-3836 this form will be 6.City/Town 7.State 8.Zip Code 9.Telephone# 10.Ext..# needed. John Sweeney Copy 1 -the 11.Contact Person 12.e-mail address(optional) original must accompany your permit application. C. Facility, Site or Individual Requiring Approval Copy 2 must accompany your Mill Pond Estates fee payment. 1.Name of Facility,Site Or Individual Copy 3 should be 459 Old Mill Road retained for your 2.Street Address records Osterville MA 02655 4. Both fee-paying 3.City/Town 4.State. 5.Zip Code 6.Telephone# 7.Ext.# and exempt applicants must 8.DEP Facility Number(if Known) 9.Federal I.D.Number(if Known) 10.BWSC Tracking#(if Known) mail a copy of this transmittal form to: D. Application Prepared by (if different from Section B)* DEP P.O.Box 4062 Horsley Witten Group Boston,MA 1.Name of Firm Or Individual 02211 90 Route 6A 2.Address Sandwich MA 02563 508 833 6600 *Note: 3.City/Town 4.State 5.Zip Code 6.Telephone# 7.Ext.# For BWSC Permits, enter the LSP. Richard Claytor 8.Contact Person 9.LSP Number(BWSC Permits only) E. Permit - Project Coordination 1. Is this project subject to MEPA review? ❑yes ® no If yes,enter the project's EOEA file number-assigned when an Environmental Notification Form is submitted to the MEPA unit: not applicable EOEA File Number F. Amount Due DEP Use Only Special Provisions: 1. ❑ Fee Exempt(city,town or municipal housing authority)(state agency if fee is$100 or less). Permit No: There are no fee exemptions for BWSC permits,regardless of applicant status. 2. ❑ Hardship Request-payment extensions according to 310 CMR 4.04(3)(c). Rec'd Date. 3. ❑Alternative Schedule Project(according to 310 CMR 4.05 and 4.10). 4. ❑Homeowner(according to 310 CMR 4.02). Reviewer: 472 1,580 3-23-05 Check Number Dollar Amount Date tr-formw.doc-rev. 11/04 Page 1 of 1 Massachusetts Department of Environmental Protection Bureau of Resource Protection —Title 5 Permitting i W062225 B R P W P 5 8 b Transmittal Number Approval for Installation of Shared System Facility ID(if known) Please read the instructions and supporting materials before filling out this form. A. General Information Important: When filling out 1. Applicant: forms on the computer,use John Sweeney only the tab key Name to move your Starboard LLC cursor-do not use the return Doing Business as(dba) key. 409 Starboard Lane Osterville Street Address City/Town MA 02655 State Zip Code 508 36 Telephone 2. Facility Address!Location (if different from Applicant): 459 Old Mill Road Address Osterville MA Cityrrown State 02655 Zip Code 3. System Designer Information (Registered Sanitarian [RS]or Professional Engineer [PE]for systems under 2,000 gallons per day; PE for systems 2,000 gallons or more per day): Horsley Witten Group, Inc. Name 90 Route 6A Address Sandwich MA Cityrrown State 02563 508-833-6600 Zip Code Telephone 4. Registration: Fat Piu Lee P.E. ' Sanitarian 42824 Registration Number 5. Does this project require a filing under 301 CMR 11.00, the Massachusetts Environmental Policy Act? ❑ Yes ® No If es has a filing been made? y g ❑ Yes ❑ NoIf yes,EOEA File# w 58ba .doc•12/03 BRP WP 58b•Page 1 of 4 P PP. 9 Massachusetts Department of Environmental Protection Bureau of Resource Protection —Title 5 Permitting W062225 B R P W P 5 8 b Transmittal Number Approval for Installation of Shared System Facility ID(if known) A. General Information (cont.) 6. The legal entity which owns or will own this facility is: ❑ Individual ❑ Federal ❑ Municipality ❑ State/County ❑ Private Partnership ❑ Corporation Limited Liability Corporation ® Other(specify): 7a. Two sets of plans and specifications, including a locus map, properly stamped and signed by a Massachusetts Registered Professional Engineer or Massachusetts Registered Sanitarian, must accompany the application. The plans must be prepared in accordance with 310 CMR 15.220. 7b. Are plans and specifications enclosed? ® Yes ❑ No 7c. Have the plans been revised? ❑ Yes ® No If yes,date of revision 8. A letter of approval for the shared system, issued by the local approving authority having jurisdiction over the site, must accompany this application. Is the approval letter attached? ® Yes ❑ No description of how the proposed shared system compares to systems constructed in full 9. A P P P Y P Y compliance with 310 CMR 15.100 through 15.293 in terms of its ability to protect public health, safety, welfare and the environment must accompany this application. Is a description attached? ® Yes ❑ No 10. Does the proposed system satisfy all technical requirements of 310 CMR 15.100 through 15.293 except setbacks from property lines between facilities served by the shared system? ® Yes ❑ No 1 11. A proposed operation and maintenance plan for the shared system must accompany this application. Is the plan attached? ® Yes ❑ No 12a.A description of the form of ownership which any component of the system serving more than one building or dwelling will take, together with relevant legal documentation describing or establishing 1 that ownership including, without limitation, easements, condominium master deed, or homeowners' association documents must accompany this application. Is the description and documentation attached? ® Yes ❑ No 12b. Does the form of ownership establish that each user of the system has the legal ability to accomplish any necessary maintenance, repair, or upgrade of the shared components? ® Yes ❑ No wp58bapp.doc•12/03 BRP WP 58b•Page 2 of 4 Massachusetts Department of Environmental Protection Bureau of Resource Protection —Title 5 Permitting W062225 1 Transmittal Number BRP WP 58b Approval for Installation of Shared System Facility ID(if known) A. General Information (cont.) 13. A description of the financial assurance mechanism proposed to ensure effective long-term operation and maintenance of the system must be attached. Is the description attached? ® Yes ❑ No 14. A copy of a proposed Grant of Title 5 Covenant and Easement essentially identical to that contained in Appendix 1 of 310 CMR 15.000, must be attached. Is a copy attached? ® Yes ❑ No 15a. Is the shared system proposed as an upgrade to existing systems? ❑ Yes ® No 15b. If it is an upgrade to existing systems, does the proposed shared system satisfy all technical requirements of 310 CMR 15.100 through 15.293 without the need for a variance except setbacks from property lines between facilities served by the shared system? ❑ Yes ❑ No 15c. If it is an upgrade to existing systems, will there be any increase in design flow from the facility or facilities to be served by the shared system? ❑ Yes ❑ No Note: Shared systems for upgrades which cannot be performed in accordance with 310 CMR 15.290 and 15.291 require a variance which must be processed in accordance with 310 CMR 15.410 through 15.413. In such cases, apply under BRP WP 59b. 16a. Is the shared system proposed for new construction or increased flow to existing systems?, ® Yes ❑ No 16b. If it is for new construction or increased flow to existing systems, does the design flow from the facility or facilities to be served by the shared system exceed the design flow which could have been constructed in compliance with 310 CMR 15.100 without the use of a shared system? ❑ Yes ® No 16c. Are documents to support the design flow proposed in#16b attached? ® Yes ❑ No ' Note: Shared systems for upgrades which cannot be performed in accordance with 310 CMR 15.290 and 15.292 require a variance which must be processed in accordance with 310 CMR 15.410 through 15.413. In such cases, apply under BRP WP 59b. 17. Is the complete application submitted to the local authority attached? ® Yes ❑ No wp58bapp.doc•12/03 BRP WP 58b•Page 3 of 4 Massachusetts Department of Environmental Protection Bureau of Resource Protection —Title 5 Permitting W062225 Ll R R P W P 5 8 b Transmittal Number 1 Approval for Installation of Shared System Facility ID(if known) B. Certification f� "I certify under penalty of law that this document licant's signa re and all attachments, to the best of my knowledge 7-�t,�L'4 and belief, are true, accurate, and complete. I am Print Name d aware that there are significant penalties for Horsley Witten Group, Inc. submitting false information, including the possibility Name of Preparer of fine and imprisonment for knowing violations." Date 1 r wp58bapp.doc•12/03 BRP WP 58b•Page 4 of 4 � r r �r � �.�► � �� r � +r � rr �� r rr err � � � Stormwater I '. '. �� ' I "�` ll r;>„ ; 1 en S I 1 I I II Treatment O ace p p ��` LI Area �I III I---------------------I�`=�- �+ II;, Open LEI .Space 61 1 1 1 I rill I III III I I � I � � v E 9 w Legend Horsley Witten Group Sustainable Environmental Solutions E Septic tank Paved roadway www:borsleywftenoom ® Leach field - — Norm Demonstration of ---- Setback boundaries Standard Title 5 Layout i Area useable for septic system 0 eo 459 Old Mill Rd — Current property boundary ® Proposed house Ostervllle, MA -- — Lot lines Scale in Ft: e ee atitevos.ns 40e7 p Figure 1 , APPENDIX B DESCRIPTION OF PROPOSED SYSTEM 1 1 r 1 PROJECT NARRATIVE Mill Pond Estates 459 Old Mill Road Osterville,MA 02655 ' Introduction On behalf of Starboard LLC,the Horsley Witten Group (HW) submits this application for shared system approval for the wastewater treatment system proposed for the Mill Pond Estates site, located in Osterville, Massachusetts (Figure 1). The proposed shared septic system will service 11 single-family homes,with a design flow of 4,070 gallons per day (gpd)• Permitting Approach areas or an other area The site is not located within an public water supply a e 1 Yp pP YY designated in Title 5 (310 CMR 15.000) as a nitrogen-sensitive area. Thus, it is not ' necessary to comply with the discharge requirements of 310 CMR 15.214. However, the site is within the recharge area of East Bay, designated a nitrogen-sensitive embayment by the Cape Cod Commission. Therefore, Starboard LLC proposes to utilize a secondary wastewater treatment system to decrease nitrogen discharge to levels below those of a standard Title 5 system. Shared System Approval Requirements An original signed copy of the Massachusetts Department of Environmental Protection's form BRP WP 58b is attached. A copy of the signed form is included in Appendix A. The Title 5 regulation regarding shared systems [310 CMR 15.290(2)] lists supporting documentation that must be included in a request for approval of a shared system. This documentation includes an operation and maintenance plan,presented in Appendix B; a description of system ownership,presented in Appendix C, a description of a financial assurance mechanism,presented in Appendix D, and a copy of a Grant of Title 5 Covenant and Easement,presented in Appendix E. A copy of the plans and specifications is attached, and the remainder of the documentation is included in this narrative. Benefits of Using A Shared System The shared system provides significant benefits over a plan that utilizes eleven individual Title 5 systems. First, there are simplified operation and maintenance requirements with one system instead of eleven. The performance of the system should be better as the Application for Approval of Shared System Horsley Witten Group, Inc. Mill Pond Estates April, 2005 Osterville,Massachusetts Page 1 j:\4087 starboard-sweeney\permit apps\shared_system_narrative.doc 1 flows are steadier in volume and effluent strength. The s Y s operations erations will be managed by one entity, Starboard LLC, and any problems or maintenance issues will be handled by Starboard LLC's wastewater contractor instead of eleven individual property owners. Finally,the use of the Bioclere system is proposed for secondary treatment because of its demonstrated performance in reducing nitrogen concentrations prior to effluent discharge. The single community-sized secondary treatment system is less costly than individual secondary treatment systems and provides a considerably higher level of treatment than individual standard Title 5 systems. ' The shared system is in compliance with 310 CMR 15.292 1 b because other Y p OO configurations of dwellings could be constructed on the property with the same design flow that are not shared systems. One alternative configuration in compliance with 310 CMR 15.100 with the same design flow that would not be a shared system is demonstrated in the attached Figure 1. This layout extends the individual property ' boundaries to the centerline of the paved private road,which allows sufficient space, utilizing Title 5 setbacks, for a standard Title 5 system on each residential lot. The soil absorption systems are sized assuming a long-term acceptance rate (LTAR) of 0.74 gpd/square foot,which is reasonable considering the soil information provided in the Barnstable County Soil Survey published by the Natural Resources Conservation Service for this area. This configuration would meet Title 5 requirements,but would release more nutrients into the recharge area than the proposed shared system. Site Characteristics General Description The proposed building site is currently a wooded area on the northwest side of Old Mill Road, a major paved road,north of the intersection between Old Mill Road and Oakville ' Road, a smaller paved road. The property was formerly occupied by a single dwelling, located in a small clearing near Old Mill Road. Topography and Vegetation The property is primarily flat, with very slight slopes. There is a shallow kettle depression near the northeast boundary of the property, about midway along the boundary line. The kettle is dry; there are no wetlands on the property. The woods are mainly pine and oak, with an understory of blueberry shrubs. ' Site Soils HW has not conducted test pitting or percolation tests at the property,but tests were performed by Yankee Survey and witnessed by a Barnstable health agent in 1999. The tests were not formally filed with the Board of Health (BOH). However, handwritten field notes were in the file for the property with the BOH. HW has transcribed these Application for Approval of Shared System Horsley Witten Group, Inc. Mill Pond Estates April, 2005 Osterville,Massachusetts Page 2 ' j:\4087 starboard-sweeney\permit apps\shared_system_narrative.doc f 1 notes onto test pit logs presented on the enclosed plans. In a telephone conversation, the health agents indicated to HW that this would be adequate considering the soils at the ' location,but that they should be notified when excavation for the soil absorption system was initiated so that they could verify the soil suitability. According to the Barnstable County Soil Survey published by the Natural Resources Conservation Service, soils at the site are excessively-drained Carver coarse sands. The results of the 1999 tests are in agreement with the Survey; infiltration rates for both percolation tests were less then 2 minutes per inch. Therefore, a long-term acceptance rate (LTAR) of 0.74 gallons per day per square foot has been used to determine the size of the soil absorption system(SAS). Site Groundwater ' The elevation of the water table beneath the site was estimated to be approximately 10 feet or less above mean sea level,using the water table contour map made available by the Massachusetts Geographical Information Service (MassGIS). Pre-development ground surface elevations range from 59 to 60 feet above sea level in the location of the � g proposed treatment system; thus groundwater is estimated to be approximately 50 feet below the ground surface. Based on the MassGIS groundwater contours, groundwater flow in the vicinity is considered to be westerly. Wastewater Treatment System Description The proposed system is a shared wastewater treatment system with on-site effluent disposal. It will serve a residential development consisting of eleven single-family homes. Design flows for the system are based on flows specified in Title 5, 310 CMR 15.000. The following describes the flow determination and the three physical stages of the system: collection, treatment and disposal. Determination of Flows Flows for the residential units on the site are based on 110 gallons per day(gpd)per bedroom. The calculated flows do not accommodate the use of kitchen garbage grinders. The following table summarizes the design flow calculations. ' Table 2. Title 5 Design Flows for Mill Pond Estates Description Bedrooms Flow Basis Total Flow, gpd 3-Bedroom Houses x 7 21 110 gpd/BR 2,310 4-Bedroom Houses x 4 16 110 gpd/ BR 1,760 Total 4,070 1 Application for Approval of Shared System Horsley Witten Group, Inc. Mill Pond Estates April, 2005 Osterville,Massachusetts Page 3 j:\4087 starboard-sweeney\permit apps\shared_system_narrative.doe 1 ' Collection System Collection is by gravity flow. Flow is by gravity directly to the primary settling tank via individual service connections and a single sewer main. Four manholes and a cleanout are proposed for the sewer main. The sewer main will be constructed using 8 inch diameter SDR 35. Building sewers will be constructed using 4 inch diameter Schedule 40 PVC. ' Treatment System Fluids from the collection system enter the treatment system via the headworks,which ' consists of a conventional 19,000-gallon concrete septic tank that is separated into two compartments, the first holding at least 8,140 gallons (48 hours residence time) and the second holding at least 4,070 gallons (24 hours residence time). Excess capacity over the ' required 12,210 gallons is included so that the top of the tank will be no more than 3 feet below the ground surface. The tank will be pumped every two years, at a minimum. ' Secondary treatment will be provided by a Bioclere Model 24/30 with a 950-gallon clarifier. The unit will be furnished by Aquapoint, Inc. of New Bedford, Massachusetts. The Bioclere unit is a trickling filter that utilizes a small pump to dose incoming wastewater over a packed bed of media that can support bacterial growth. Oxygen is provided to the top of the bed by a small fan that brings in fresh air. The oxygen and food source promote the growth of nitrifying bacteria on the media. As the biomass thickens, anaerobic and anoxic zones can form within the bed. These zones promote the growth of denitrifying bacteria; thus some denitrification can occur along with nitrification in the media bed. Effluent from the Bioclere then flows by gravity into the pump or dosing chamber, another conventional concrete tank. The pump chamber will be sized at 11,000 gallons, which accommodates 24 hours' storage plus one dose volume (1,018 gallons)plus sump volume and alarm allowance. Dual, alternating effluent pumps will send the treated 1 effluent to the soil absorption system. Soil Absorption System An absorption trench system is proposed, to be located in the northwestern open-space portion of the property. The system is to be constructed using 2-foot-wide by 2-foot-deep trenches filled with washed, crushed stone. The trenches are to be 6 feet apart, in accordance with Title 5 (310 CMR 15.251). The area between the trenches will be used as reserve area. The long-term acceptance rate (LTAR) used in the SAS design ' calculations, as previously discussed, is 0.74 gpd/sf(310 CMR 15.242). Application for Approval of Shared System Horsley Witten Group,Inc. Mill Pond Estates April, 2005 Osterville,Massachusetts Page 4 ' j:\4087 starboard-sweeney\permit apps\shared_system_narrative.doc Table 3 shows the soil absorption system sizing calculations. Table 3. Sizing Calculations for Soil Absorption System for Mill Pond Estates flo w w gp fl 4 070 d r LTAR 0.74 gpd/sf Required area(design flow/LTAR 5,500 sf ' Trench length(L) 50 ft Trench width(W) 2 ft Trench depth(D) 2 ft Each trench: Bottom absorption area (LxW) 100 sf ' Sidewall absorption area(2xLxD) 200 sf End wall absorption area(2xWxD) 8 sf Total 308 sf Number of trenches 18 Total absorption area in both fields 5,544 sf Maximum allowable flow(AxLTAR) 4,103 gpd Percentage of design flow 101 % Application for Approval of Shared System Horsley Witten Group,Inc. Mill Pond Estates April,2005 Osterville,Massachusetts Page 5 j:\4087 starboard-sweeney\permit apps\shared_system_narrative.doc rr r rr rr rr r ri rr rr rr rr rr �r r r r ri irr rr i . r Stormwater I r, - I I Treatment t Open Space yj' '� N II Area I III OpenTO �I L II 1777 W �• \� — —— —'o r-- _., e —— _ - ��— —_ µ, i`�.—N„'r—.,,fir p r J 3 C O G E 3 N r s Legend Horsley Witten Group Sustainable Environmental Solutions www:horsleywmen.can ® Septic tank Paved roadway North Demonstration of out 5 La Leach field ® —-- Setback boundaries Standard Title Y Area useable for septic system o a 80 459 Old. Mill Rd -- — Current property boundary Proposed house — — Osterville, MA Lot lines Scale in., F 03HfV05�AB aoe�-�na�re-ne-+.�+e �.. Figure E 1 APPENDIX C i 1 OPERATION AND MAINTENANCE PLAN 1 1 1 1 1 1 1 1 1 OPERATION AND MAINTENANCE PLAN Mill Pond Estates Osterville, MA The wastewater treatment system to serve the Mill Pond Estates at 459 Old Mill'Road in Barnstable consists of a septic tank, a Bioclere secondary treatment unit and a soil absorption system. The design capacity of the system is estimated at 4,070 gallons per ' day. The treatment system shall be operated by a certified wastewater treatment operator in accordance with the requirements of 257 CMR 2.0.0 and the Board of Registration of Operators of Wastewater Treatment Facilities. The treatment system shall also be operated in accordance with the State Environmental Code(310 CMR 15.000) and the ' General Use Approval issued for the Bioclere system. Maintenance and inspection tasks for the Bioclere unit are to be performed as specified by Aquapoint, Inc., at the frequency specified.by Aquapoint, Inc. or by the system permit. The certified operator should perform the following on a quarterly basis: ■ Observe the transfer of backup power ■ Check the remote alarm , ■ Measure and record the influent and effluent temperature ■ Observe discharge effluent to the Bioclere for solid carryover ■ Observe inlet sampling port for any blockage ' Observe outlet sampling port for any blockage ■ Check vent flow and odor ■ Inspect covers and locks ■ Check covers for water tightness ■ Inspect structures visually for condition and integrity ■ Inspect equalization tank pumps and dosing pumps: ' Check operation, timing, amperage Check pumping rate Check operation of floats, electrical components, Emergency lights and audible alarms ■ Inspect vents for cracks and clear screens of any debris ■ Inspect cleanouts ■ Inspect leaching area for signs of standing water ■ Make general observations and comment. ' The following should be performed every 6 months: ■ Check effluent filter, clean if necessary is M7 starboard-swee.ne;y'.perin..i.t apps\o&m.plan.doc The following should be performed annually: ■ Have the system inspected by licensed Title 5 Inspector ■ Check sludge depth in septic tanks, order pumping if top of sludge is less than 12 inches below bottom of outlet tee; have tank pumped regardless if it has been two years since the last pumpout 1 Inspect fence integrity ■ Mow the lawn over the leach:field, treatment components and along the access road to prevent woody vegetation growth ' Make sure the access road is stabilized and clear 7 starboard-sween.ey\perir.t.it aj?ps`•.o&tn plan.doc APPENDIX D ' DESCRIPTION OF THE FORM OF OWNERSHIP ', 1 1 Declaration of Trust Establishing MILL POND ESTATES HOMEOWNERS' ASSOCIATION TRUST AGREEMENT and DECLARATION OF TRUST made this day of March, 2005, by JOHN SWEENEY and SEAN SWEENEY both with a mail address of 188 Sturbridge Drive, Osterville, MA 02655 (hereinafter jointly with their successors in trust referred to as the "Trustees"). Witnesseth: 1. Name of Trust. The name of this trust shall be the MILL POND ESTATES HOMEOWNERS' ASSOCIATION TRUST: 2. Purpose of Trust. The purpose of this Trust is .to provide for the preservation and maintenance for the common enjoyment and benefit of the Owners (as hereinafter defined) of the fee in Mill Pond Road, the drainage lot shown as LOT_ on the plan entitled "Mill Pond Estates" recorded in Plan Book _, Page and the wastewater treatment area located on LOT_ as shown on said plan as conveyed to the Trustees by {} by deed of even date and record herewith, and of any other property, real or personal, which may hereafter be conveyed to or acquired by the Trustees or otherwise made subject to their administration for the benefit of the Owners. All of the Owners shall have the right to use said trust property subject to: t (a)The restrictions and obligations contained herein; and (b)The rules and regulations as adopted or to be adopted and amended from time to time by the Trustees. 3. Beneficiaries. The beneficiaries of this Trust shall be the Owners. The word "Owner" shall mean and refer to the record holder from time to time of the legal title in fee of each building lot shown on said Mill Pond Estates plan. The holder of legal title in fee shall include the holder of the equity of redemption in the case of mortgaged land and one having a legal life or other estate in possession and excluding a lessee, tenant, mortgagee and one having.a legal estate in remainder or otherwise subsequent to a legal estate in possession and also excluding the Trustees as owners of the trust property. Two or more persons or entities holding record title to the same parcel or parcels shall be treated as a single Owner; exercise of their rights as such owners shall be by their unanimous action; their obligations to pay any assessment shall be joint and several. If the same Owner shall hold record title to more than one parcel or unit, such Owner shall be treated as a separate Owner for each parcel or unit. 4. Powers and Duties of Trustees. For the purpose u of carrying out the terms of this trust the p iP � g 1 Trustees shall have the powers and duties necessary for the administration of trust property, including without limitation the following powers which may be exercised by them without any action or consent by the Owners and which shall continue after the termination of the trust for the purpose of disposing of the trust property and until final disposition thereof: (a) to maintain, repair, improve, change or alter any property, real or personal, including building,repairing,tearing down and rebuilding structures or additions thereto; ( ) to acquire-by uire b purchase, hire or otherwise, property convenient to the performance of their q Y functions as Trustees; c to adopt reasonable rules and regulations governing the enjoyment by the Owners of the trust property; cone permanent easements and lesser interests in, upon and over Mill Pond Way as (d) to convey P shown on said plan for the installation, maintenance, repair and replacement of utilities and other services and rights incidental thereto; (e) to make contracts with the Trustees deem convenient to the performance of their duties as Trustees; (f)to borrow money; (g) to open bank accounts in the name.of the trust or the Trustees with power in any one of the Trustees to draw on such accounts; (h)to procure insurance; (i)to pay,resist, compromise or submit to arbitration any claim or matter in dispute; (j)to determine and collect the common and special charges from the Owners and to pay such common and special charges; (k) to maintain, repair and replace the.sewage disposal system serving the said building lots and to abate any public health nuisance which in the Trustees' conclusive judgment is caused thereby, or, upon notice and hearing by the Town of Barnstable Board of Health or other governmental body with jurisdiction which thereafter issues a valid order, to abate such nuisance; and (1) to exercise any other powers which may be necessary or desirable for carrying out the terms of this Trust or which the Trustees may have under any present or future statute or rule of law; and to execute and deliver all appropriate instruments in connection therewith. 5. Common and Special Charges..The Trustees shall from time to time, and at least ,annuall p g Y 2 prepare a budget for the trust to determine the amount of the common charges payable by the Owners to meet the common expenses of the Trust. The Trustees shall have the power to raise such amounts of money to meet any needs of the trust by assessing on each occasion upon all of the land (which term shall include land and improvement) of each Owner such Owner's proportionate share of the total amount to be raised. Such Owner's share shall be one-eleventh for each building lot owner. Common expenses shall include,without limitation the following: 1 (a) all costs relating to the construction, operation, care, upkeep and maintenance of the trust property;. (b) all insurance premiums for the master policy for the trust property, fidelity bonds for the Trustees and agents and employees, any insurance purchased to protect the Trustees and such other insurance as the Trustees may deem necessary and appropriate, (c) all expenses relating to the financing, operation and maintenance of the common septic system servicing all of said building lots and improvement and maintenance of the Mill Pond Way and its drainage facilities. (d) the amount that the Trustees shall deem necessary and.appropriate for the working capital of the trust, for an operating reserve for expenses, a reserve fund for replacements, and any charges for deficits from previous operating years; and (e) all expenses relating to the Trustees' enforcement and administration of the Special Permit granted by the Town of Barnstable Zoning Board of Appeals authorizing the development of the property. In addition, the Trustees shall have the power to assess Owners for special charges in connection with extraordinary repairs or replacement of sewage systems serving any unit by an Owner, which is not common to all such systems. The Trustees shall upon reasonable request render certificates suitable for recording, indicating that no payments are due to the Trust with respect to any common or special charges, which certificates shall be conclusive as to the facts stated therein. 1 6. Payment of Common and Special Charges. All Owners shall pay the common charges assessed by the Trustees in monthly installments on the first day of each month and every month, or at such other time or times as the Trustees shall determine. Owners shall each contribute in advance an amount not to exceed two months' estimated share of common expenses to provide a working capital fund, and to maintain said fund as required by the Trustees. Special charges shall be paid within sixty days after notice from the Trustees, or as the Trustees in their sole discretion may otherwise require. 7. Lien for Common Charges. Each assessment so made upon an Owner shall constitute and remain a charge and lien upon such Owner's land and every portion thereof from the date of the 3 i assessment until paid in full, and shall also constitute a personal debt of the Owner who is the Owner of such land on the date of assessment to the Trustee. Such charge, lien or personal debt may be enforced or collected by the Trustees by any available process including,without limitation, foreclosure of the charge or lien against the land. All costs and expenses incurred by the Trustees in enforcing or collecting any assessment, including reasonable attorneys' fees, shall be paid by the Owner responsible for the assessment and shall constitute a further lien or charge on said land and a personal debt of said Owner. Notwithstanding the above provisions, such charge and lien shall be ' junior to each bona-fide first mortgage to a recognized mortgage lending institution outstanding. upon such land on the date of the assessment, whether the mortgage be given before or after this trust takes effect and its provisions become restrictions and servitudes upon such land, but foreclosure of the mortgage shall not impair the power of the Trustees thereafter to make further assessments upon such land nor otherwise impair such restrictions and servitudes thereon. If any assessment is not paid when due, such assessment shall bear interest at the rate of twelve (12) per cent per year from the due date,the Trustees may in addition to the other rights herein reserved, suspend the exercise of all rights given by this trust to the Owner of the land so assessed until that sum shall have been paid in full, and at their option, the Trustees may accelerate the payment of its treasonable estimate of common charges for the twelve month period following the default and such sum shall serve as security for the payment of future common and special charge obligations. i8. Liability of Trustees. All persons extending credit to or contracting with or having any claim against the Trustees hereunder shall look only to the trust property for any such contract or claim, so that neither the Trustees nor the Owners shall be personally liable therefor. No Trustee hereunder shall be liable to this trust or to the Owners for the default of any other Trustee, or for leaving property in the hands of another Trustee, or for any error of judgment of law on his own part, but shall be liable only for his own willful default. Any Trustee hereunder shall be reimbursed in full for any loss or expense incurred or suffered by him or estate as a result of his acting as Trustee hereunder, excluding only such loss or expense resulting from his own willful default. 9. Reliance by Third Parties. No person dealing with any Trustee shall_be bound to inquire concerning the validity of any act purporting to be done by him or be bound to see to the application ' of any money paid or property transferred to him or upon his order. Any Trustee may at any time or times by written power of attorney delegate all or any of his powers and authorities, except the power to make assessments as provided in paragraph 5, whether discretionary or otherwise, to any other Trustee in each case for a period of not more than six (6) months at a time, but any such delegation may be renewed by successive powers of attorney and may be revoked. 1 10. Financial Records. The Trustees shall at all times keep proper records and accounts of the affairs of the trust which shall be open to inspection by any Owner at all reasonable times. At least once a year the Trustees shall render a written report and financial statement to the Owners. The approval by a majority of the Owners of any report or financial statement by the Trustees shall be, as to all matters and transactions stated in said report or statement or shown thereby, a complete discharge of the Trustees and final and binding upon all Owners. I.I. Trustees in Number and Terms. There shall always be at least two (2) Trustees hereunder. 4 I No Trustee need be an Owner. The term of each Trustee shall expire at the time fixed herein for the annual meeting of the Owners to be held in the third year after the election of such Trustee, provided that: (a)the initial term of Sean Sweeney shall expire at the time fixed for the annual.meeting to be held in May,2006; and. (b) the term of John Sweeney shall expire at the time fixed for the annual meeting to be held in May, 2007. 12. Election of Trustees. At each annual meeting of the Owners, commencing with the annual meeting to be held in May 2006, the Owners shall elect the Trustee for a term expiring at the time fixed for the annual meeting to be held in the second year after such election. 13. Vacancies and Removals. Any Trustee may at any time resign as Trustee by a written instrument signed by him, acknowledged and delivered to the remaining Trustees. Upon the death or resignation of any Trustee a vacancy in the office of Trustee shall be deemed to exist, and a new Trustee shall be elected for the unexpired term by the remaining Trustee or Trustees. Any successor Trustee shall qualify as a Trustee by written acceptance, signed and acknowledged by him. Pending any appointment of a successor Trustee, the remaining Trustee or Trustees shall have and may exercise all powers, authorities and discretions conferred by this trust. Upon the election of a successor Trustee the trust property shall vest in successor Trustee and.the continuing Trustees without further action. 14. Fidelity Bonds and Surety. The Trustees shall attempt to obtain fidelity bonds in amounts which they deem reasonably sufficient to cover Trustees and employees of the trust handling or responsible for funds. 1 15. Owner's Annual and Special Meetings. Any action or consent by the Owners shall be taken or given at the annual meeting or at any special meeting of the Owners. The annual meeting of the Owners shall be held on the first Tuesday in May of each and every year (or if that be a legal holiday on the next succeeding full business day) at the hour and place to be fixed by the Trustees. If no annual meeting has been held on the date fixed above, a special meeting in lieu thereof may be 1 held. Special meetings of Owners may be called by the Trustees on their own motion and shall be called by the Trustees upon written application to the Trustees of at least 50% of the Owners. A written notice of the place, date, and hour of all meetings of Owners shall be given by the Trustees ' at least fifteen (15) days before the meeting to each Owner. Notice need not be given to an Owner if a written waiver of notice, executed before or after the meeting by such Owner or his attorney thereunto authorized, is filed with the records of the meeting. ' 16. Quorum. A majority of the Owners shall constitute a quorum,but if a quorum is not present, J Y a lesser number may adjourn the meeting from time to time and the meeting may be held as adjourned without further notice. 5 i 17. Voting. Each Owner shall be entitled to one vote for each building lot owned by such Owner. Such vote may be cast in person or by proxy. Any instrument dated not more than six months before the meeting purporting to grant authority to another to cast such vote, duly executed by the Owner and acknowledged before notary public, shall be deemed a proxy. A proxy shall be revocable at any time by written notice to the Trustees. When a quorum is present, any matter before the meeting shall be decided by a majority vote of the Owners, except where.a larger vote is required by this trust. 1 18. Termination or Amendment by Consent. This trust may be terminated or amended at any time by an instrument in writing signed by the Trustees assented to be two-thirds of the Owners. 1 trust property 19. Disposition of Trust Property. Upon termination of the Trust, the t st p p rty shall be conveyed to the owners as tenants in common, subject to the terms and provisions of the Special tPermit and all other matters of record which henceforth shall be enforceable by and against the Owners,jointly and severally. j20. Notices. All notices to the Owners shall be in writing and shall be sent to the Owners or to such one of them as they may designate in writing from time to time, at the last address of such Owner as it appears in the records of the trust. Changes in the Owners or their addresses shall be i noted in the records of the trust only upon written notice filed with the Trustees. Notice shall be deemed given as of the date of mailing. ' 21. Termination by Law. This trust unless sooner terminated as herein provided, shall terminate ninety(90)years after the death of the survivor of: Name John Sweeney Sean Sweeney 22. Incumbency of Trustees. A certificate signed by any Trustee and acknowledged before a Notary Public shall be conclusive evidence_ in favor of any person, firm, corporation, trust or, association acting in good faith in reliance thereon as to the truth,of any matter or facts stated itherein relating to: (a) the death, resignation, removal or appointment of a Trustee or to the delegation by a ' Trustee to another Trustee of his powers, authorities and discretions; I (b) compliance by the Trustees and Owners with any requirement of this trust; i (c)the terms of this instrument and any amendment or termination of this trust; 6 1 (d) the fact of the validity of any action taken by the Trustees or Owners and to the authority of the Trustees or Owners to take such action; the number of Owners acting in favor of any matters; or (e) any other matter pertaining to the Trustees, Owners or the trust property. When recorded with the Barnstable County Registry of Deeds, such certificate shall be conclusive evidence to all persons regardless of whether they have notice thereof or act in reliance thereon. 23. Recording. The termination and all amendments of this trust, resignations and appointments of Trustees shall be filed with said Registry and any person shall be entitled to rely on the records of said Registry with respect to the termination of the trust, the terms of the trust, any amendment thereto, and the identity of the Trustees, the identity of the Owners, and to any other matter pertaining to the trust,the Trustees,the Owners of the trust property. 24. Governing Law. This trust shall be governed by and construed in accordance with the laws of the Commonwealth of Massachusetts. r . WITNESS the execution hereof under seal on the day and year first above written. JOHN SWEENEY i SEAN SWEENEY 1 COMMONWEALTH OF MASSACHUSETTS Barnstable, ss March_,2005 7 Then personally appeared the above named John Sweeney and Sean Sweeney and acknowledged the foregoing instrument to be their free act and deed before me, Notary Public ' MY p Comm Ex : E\data\c lients\sweeney\haw kins\homeown.tst III t i 8 t APPENDIX E ■ ' DESCRIPTION OF FINANCIAL ASSURANCE MECHANISM 1 1 1 1 1 Description of Financial Assurance Mechanism ' The Declaration of Trust Establishing the Mill Pond Estates Homeowners' Association Trust states in Section 5 (Common and Special Charges) that the Trustees have the power to raise money for maintenance of common property and utilities each owner in the Association, including special charges for extraordinary repairs or replacement of the sewage system. Section 6 (Payment of Common and Special Charges) states the ' requirement that all owners contribute towards these charges,and Section 7 (Lien for Common Charges)provides for the placement of a lien upon each property until the contribution is paid in full. ' The attached Homeowners' Association Operating Budget presents the amounts of the homeowners' contributions and the breakdown of their use. ar r r �r rr �r rr rr �r rw rr rr r r r r r� r r� Mill Pond Estates Homeowners Association Operating Budget. September 1, 2005 -August 30, 2006 Annual Expenses Annual Bioclere Septic System Maintenance $ 3,400.00 4x$850 Quarterly per Bioclere installer Common Lawn & Stormwater Retention Basin Maintenance $ 1,200.00 6x$200 Landscaper May-Oct. Road &Sidewalk Maintenance $ 3,000.00 8x$300+ Based on 8 snowfalls plus sweeping Maintenance of Sprinkler System for Common Lawn $ 500.00 2x$250 Annual Shut Off and On Common Water for Common Lawns $ 750.00 5x$150 May-Sept Insurance - Homeowner's Association Policy $ 2,200.00 $200 p/house Per Charles River Insurance Subtotal $11,050.00 Capital Reserve for Shared Septic System $ 3,000.00 Replacement Reserve for Road, Sidewalks, etc. $ 2,150.00 TOTAL. $16,200.00 Units Monthly Annual Affordable Unit 1 . $ 50.00 $ 600.00 Affordable Unit 2 $ 50.00 $ 600.00 Affordable Unit 3 $ 50.00 $ 600.00 Market Unit 1 $ 150.00 $ 1,800.00 Market Unit 2 $ 150.00 $ 1,800.00 Market Unit 3 $ 150.00 $ 1,800.00 Market Unit 4 $ 150.00 $ 1,800.00 Market Unit 5 $ 150.00 $ 1,800.00 Market Unit 6 .$ 150.00 $ 1,800.00 Market Unit 7 $ 150.00 $ 1,800.00 Market Unit 8 $ 150.00 $ 1,800.00 Total $16,200.00 1 � APPENDIX F GRANT OF TITLE 5 COVENANT AND EASEMENT i i 1 1 1 1 1 1 1 1 RECEIVED BY MAR 2 0 2005 Town of BarnstabJWRILEY & WIT EN, INC. 1b;39. Board of Health 9� ,0� 200 Main Street, Hyannis MA 02601 Office: 508-8624644 Susan G.Rask.R.S. FAX: 508-790-6304 Sumner Kaufman,MSPH ' Wayne Miller,M.D. March 15, 2005 Mr. Mark Nelson Horsley Witten Group, Inc. ' 90 Rte 6A Sandwich, MA 02563 RE: 459 Old Mill Road, Osterville Dear Mr. Nelson, 1 The Barnstable Board of Health reviewed the proposed Title 5 design for a ' shared system at Mill Pond Estates, 459 Old Mill Road, Osterville, MA (Assessor's Map 166, Lot 1), submitted on behalf of your client, Starboard Sweeney LLC, at the March 1, 2005 public hearing. The proposed plan was ' prepared for a residential development consisting of 11 single-family homes with a total of 37 bedrooms and a design wastewater flow of 4,070 gallons per day. The Title 5 system proposed to service the development includes an 8-inch ' diameter sewer main, a 19,000-gallon two-compartment septic tank, a Bioclere secondary treatment unit, an 11,000-gallon pump chamber and a soil absorption system consisting of 18 50'x2'x2' stone trenches. ' You requested approval for the Title 5 system as a shared system, according to 310 CMR 15.290, to service the entire development. ' The Barnstable Board of Health voted to approve the proposed plan, subject to the following conditions: ' 1 The applicant shall return to the Board at the April 19, 2005 hearing to present monitoring requirements for the proposed system in ' compliance with Section 360-26 of the Code of the Town of Barnstable. t (2) The applicant shall submit to the Board the following: (a) A plan showing that the site can accommodate the 11 homes ' without a shared system; ' (b) The completed Grant of Environmental Restriction; (c) The financial documents required by 310 CMR 15.290; and . (d) The legal ownership documents required by 310 CMR 15.290. Please contact us if you have any questions. Sin rely Yo rs, VV. yne, iller, M.D. ' C`hairm' n 1 APPENDIX G APPROVAL LETTER 1 1 I 1 1 1 1 1 1 1 r GRANT OF TITLE 5 COVENANT AND EASEMENT STARBOARD LLC, a Massachusetts limited liability company with an usual place of business at ' 188 Sturbridge Drive, Barnstable (Osterville), Barnstable County, Massachusetts (the "Grantor") is the owner of the land located at 449 and 459 Old Mill Road,Barnstable (Osterville), Barnstable County, Massachusetts shown as LOTS 1 and 2 on the plan of land prepared for Starboard LLC rrecorded in Plan Book 561,Page 17 (the "Property"); The Grantor intends to develop the Property into eleven (11) building lots which will be accessed by Mill Pond Road and serviced by a shared septic system (the "Shared System"), the locations of which are shown on the plan of land.of Mill Pond Estates to be recorded herewith; ' The shared septic system is located within Mill Pond Road, on LOT_ as shown on said Mill Pond Estates plan and a sixteen (16) foot wide easement connecting LOT _ to Mill Pond Road (the ' "Shared System Property"), Each of the lots shown on the Mill Pond Estates plan will be conveyed with a perpetual right and easement to use the Shared System Property in common with all of the lots shown on said plan; The Shared System has been approved by the Approving Authority, as defined in 310 CMR 15.002, ' in accordance with Title 5, 310 CMR 15.000, as amended ("Title 5"); said approval being based upon the agreement by the Grantor to incur certain obligations regarding the construction, inspection, maintenance, upgrade and expansion of the Shared System and to grant to the ' Approving Authority and to DEP a perpetual easement to construct, inspect, maintain, upgrade and expand any component of the Shared System and, in connection herewith, a perpetual easement to pass and repass over the Property and the Shared System Property for the sole purpose of inspecting the Shared System to insure compliance with and fulfillment of the terms of this ' Covenant/Easement as hereafter,set forth; Pursuant to the provisions,of 310 CMR 15.290, Grantor hereby GRANTS to the TOWN OF BARNSTABLE, a Massachusetts Municipal Corporation with principal offices at the New Town Hall, 367 Main Street, Hyannis, MA 02601-3907, acting through its Board of Health (the "Board") and to the DEPARTMENT OF ENVIRONMENTAL PROTECTION, a duly constituted agency organized under the laws of the Commonwealth of Massachusetts, having offices at One Winter Street, Boston, Massachusetts 02108 ("DEP"), for nominal,non-monetary consideration, ' with QUITCLAIM COVENANTS, a TITLE 5 COVENANT AND EASEMENT ("Covenant/Easement") in, on, upon, through, over and under the Shared System Property, the terms and conditions of which are as follows: OBLIGATIONS AND EASEMENT 1. inspection and Pumping. Grantor agrees to have the Shared System inspected at least ' once annually by a System Inspector, as defined in 310 CMR 15.002, and pumped on an as needed basis, but in no event shall the Shared System be pumped less than every three years. The System f and civil penalties, and/or equitable remedies, including, but not limited to, injunctive relief, such injunctive relief could include the issuance of an order to modify or remove any improvements constructed upon the Shared System Property in violation of the terms of this Covenant/Easement; and ' (ii) in the assessment of penalties and enforcement action by the Local Approval Authority and DEP to enforce the terms of this Covenant/Easement, pursuant to Title 5; M.G.L. c. 111, Sections 17, 31, 122, 124, 125, 125A, 127A through 1270, and 129; and M.G.L. c. 83, Section 11. ' 8. Provisions to Run with the Land. This Covenant/Easement sets forth rights,liabilities,. agreements and obligations upon and subject to which the Shared System Property or any portion thereof, shall be improved, held, used, occupied, leased, sold, hypothecated, encumbered, or conveyed. The rights, liabilities, agreements and obligations herein set forth shall run with the Property and the Shared System Property, as applicable thereto, and any portion thereof and shall inure to the benefit of and be ' binding upon Grantor and all parties claiming by, through, or under the.Board; DEP, or Grantor. The rights hereby granted to the Board and DEP, their successors and assigns, constitute the perpetual right of the Board and DEP to enforce this Covenant/Easement and Grantor hereby covenants for itself and its executors, administrators, heirs, successors and assigns, to stand seized and hold title to the Property and the Shared System Property, as applicable thereto,.and any portion thereof, subject to this Covenant/Easement, provided, however, that a violation of this ' Covenant/Easement shall not result in a forfeiture or reversion of Grantor's title.to the Property or the Shared System Property, as applicable thereto. 9. Concurrence Presumed. It being agreed that Grantor and all parties claiming by, through or under Grantor shall be deemed to be in accord with the provisions herein set forth and to agree ' for and among themselves and any party claiming by, through or under them, and their respective agents, contractors, sub-contractors and employees, that the Covenant/Easement herein established shall be adhered to and not violated and that their respective interests in the Property and the Shared ' System Property, as applicable thereto, shall be subject to the provisions herein set forth. 10. incorporation into needs, Mortgages, Leases and instruments of Transfer. Grantor ' hereby agrees to incorporate this Covenant/Easement, in full or by reference, into all deeds, easements,mortgages,leases, licenses, occupancy agreements or any other instrument of transfer by which an interest and/or right to use the Property and the Share System Property, or any portion ' thereof,is conveyed. 11. Recordation. Grantor shall record this Covenant/Easement with the Barnstable County ' Registry of Deeds within 30 days of the latter of: receipt from the Board or the approved Covenant/Easement or the expiration of the 60-day constructive approval period granted to DEP pursuant to 310 CMR 15.293. Grantor shall file with the Board and the DEP an attested Registry of Deeds copy of this Covenant/Easement as recorded within 30 days of its recording. 3 12. Amendment and Release. This Covenant/Easement may be amended or released only ' upon approval by the Board and DEP. Any such amendment or release shall be recorded at the Barnstable County Registry of Deeds. 13. Term. This Covenant/Easement shall run in perpetuity and is intended to conform to M.G.L. c.184, s.26, as amended. ' 14. Rights Reserved. This Covenant/Easement is granted to the Board and the DEP in connection with the approval of a Shared System pursuant to 310 CMR 15.290 through 15.293. It is expressly agreed that the acceptance of this Covenant/Easement by the Board or constructive ' approval of the Shared System by DEP shall not operate to bar, diminish or in any way affect any legal or equitable right of the Board or DEP to issue any future order with respect to the Property and the Shared System Property, as applicable thereto, or in any way affect any other claim, action, suit, cause of action or demand which the Board or DEP may have with respect thereto. Nor shall acceptance.of this Covenant/Easement serve to impose any obligations, liabilities or any other duties upon the Board. This Covenant/Easement shall` become effective upon its recording with the Barnstable ' County Registry of Deeds. Executed as a sealed instrument this_day of March,2005. i STARBOARD LLC; ' BY: JOHN SWEENEY,its Manager 1 4 I ' COMMONWEALTH OF MASSACHUSETTS Barnstable, ss March_,2005 Then personally appeared the above named John Sweeney, Manager as aforesaid, and p Y pp acknowledged the foregoing instrument to be the free act and deed of Starboard LLC before me, Notary Public ' MY comm. ex : p The undersigned TOWN OF BARNSTABLE BOARD OF HEALTH hereby approves this above Grant of Title 5 Covenant and Easement(as to form only): Date: BY: Duly Authorized 5 1 1 1 I � 1 ' 1 1 � 1 1 1 II 1 i � 1 1 1 1 I � 1 ors rou Sustainable Environmental Solutions 90 Route'6A' • Sandwich MA d2563: + ' Phone-508.833=6600 Fax 508-83373150'•.Www.horsieywltten.corrm; , 1 February 15' 2005 X. , • • Barnstable Board of Health own Office"Building '200 Main Street , _ Hyannis;AMA.02601; r ,Re: Site.Plans'for Residential Development Wth�Shared:Septic System: 459 OldMill Road, Oste'rville,-Massachusetts Dear Members ofthe"Barnstable Board'of Health ' On behalf of Starboard LLC, Horsley Witten•Group, Inc. (HV) is reques,in your'review for.the, f March 1, 2005,hearing and your approval for the,proposed shared septic system for.the property at 459.O1d.Mill Road in Osterville. The proposed development.consists of l l lots to.be"occuped.by dsin le-fam homes two open ace lots an a' nvate'road: l The enclosed subinission consists of a Shared'System permit'application package.for-the Department'of;Environmental"Protection(DEP), which includes: `a) permitting plans,: , b) DEP Form BRP,WP 58b_(DRAFT), } ,. c)'a descriptionyof the.proposed system, d)an operation'and maintenance plan,and (\ '• .' e) a monitoring plan incompliance with Town of Barnstable;regulation 360 26: :According to 3�10,CMR 15.290, the Shared System application should.'also include a description-of ' V the system's form of ownershp,;a'description of.tle financial assurance mechanism proposed to,.: {E n+ ; pay for long term upkeep of the system;And. Grant of Title 5 Covenant and Easement.,The _owner°is current,yin the process'of producing'these-'additional documents, they will be provided: when,'they are completed: , Al 44 N Sandwich , _ Boston ` Provi dn •� °.. ^;•Sm •,� .,;. i ai)i�'S(.7?�h)FiT�tIctlif art;Growth Integrated Water Management -'Wastewater Management Stormwater Management_ • Civii&Environmental Engineering •Wetlands Assessment v Y - ,Hydrogeology 8,Wate[Supply Coastal Management-• Site Assessment&Remediation Land.Use Planning Giaphic Services Education&Outreach ;i- Barnstable Board'of Health February 15; 2005 ; Page 2 w Thank you for your consideration. If you have any questions an. or require addrtional information, please contact F.P.-(Tom)'Lee or Ann-Bo,gucki at 508,-833-6600 Sincerely, HORSLEY WITTEN-GROUP,`1NC ( ✓(_ .. iJ'1 .f ` ). •,+ ,. y r It � 4 ,( \.''� Ann Bogucki r Environmental Engineer` Enclosures '1 x C. John Sweeney, Starboard"LLC (Applicant) ... _ r w ` , Hor§ky Witten G�®up Sustainable Envtronrnenia!Solutions. LlMassachusetts Department of Environmental Protection Bureau of Resource Protection -Title 5 Permitting B RP W P 58 b Transmittal Number Approval for Installation of Shared System Facility ID(if known) Please read the instructions and supporting materials before filling out this form. A. General Information Important: When filling out 1. Applicant: forms on the computer,use John Sweeney only the tab key Name to move your Starboard LLC cursor-do not use the return Doing Business as(dba) key. 409 Starboard Lane Osterville Street Address City/Town MA 02655 a State Zip Code 508-364-3836 0" Telephone 5•. 2. Facility Address/Location (if different from Applicant): 459 Old Mill Road Address a' Osterville MA City/Town State 02655 fi+1o' . s; Zip Code 3. System Designer Information (Registered Sanitarian [RS] or Professional Engineer[PE]for systems under 2,000 gallons per day; PE for systems 2,000 gallons or more per day): Horsley Witten Group, Inc. 40 Name 90 Route 6A t �.` Address i Sandwich MA + a i4 City/Town State 02563 508-833-6600 Zip Code Telephone �,. 4. Registration: Fat Piu Lee IP < *r P.E. Sanitarian 42824 Registration Number 5. Does this project require a filing under 301 CMR 11.00, the Massachusetts Environmental Policy Act? ❑ Yes ® No If yes, has a filing been made? ❑ Yes ❑ No If yes,EOEA File# wp58bapp.doc•12/03 BRP WP 58b•Page 1 of 4 Massachusetts Department of Environmental ProtectionV MBureau of Resource Protection —Title 5 Permitting M I i B R P W P 5 8 b Transmittal Number Approval for Installation of Shared System Facility ID(if known) A. General Information (cont.) 6. The legal entity which owns or will own this facility is: ❑ Individual ❑ Federal ❑ Municipality ❑ State/County ❑ Private Partnership ❑ Corporation Other(specify): Limited Liability Corporation ® ' =a 7a. Two sets of plans and specifications, including a locus map, properly stamped and signed by a Massachusetts Registered Professional Engineer or Massachusetts Registered Sanitarian, must ` accompany the application. The plans must be prepared in accordance with 310 CMR 15.220. 7 7b. Are plans and specifications enclosed? ® Yes ❑ No 7c. Have the plans been revised? ❑ Yes ® No X If yes,date of revision 8. A letter of approval for the shared system, issued by the local approving authority having jurisdiction 33„ sr over the site, must accompany this application. Is the approval letter attached? ® Yes ❑ No <; 9. A description of how the proposed shared system compares to systems constructed in full f compliance with 310 CMR 15.100 through 15.293 in terms of its ability to protect public health, safety, k ;.• welfare and the environment must accompany this application. } ;r Is a description attached? ® Yes ❑ No .10. Does the proposed system satisfy all technical requirements of 310 CMR 15.100 through 15.293 except setbacks from property lines between facilities served by the shared system? ® Yes ❑ No 11. A proposed operation and maintenance plan for the shared system must accompany this application. Is the plan attached? ® Yes ❑ No 12a.A description of the form of ownership which any component of the system serving more than one building or dwelling will take, together with relevant legal documentation describing or establishing that ownership including, without limitation, easements, condominium master deed, or homeowners' association documents must accompany this application. Is the description and documentation attached? ® Yes ❑ No 12b. Does the form of ownership establish that each user of the system has the legal ability to accomplish any necessary maintenance, repair, or upgrade of the shared components? ® Yes ❑ No wp58bapp.doc•12/03 BRP WP 58b•Page 2 of 4 Massachusetts Department of Environmental Protection . Bureau of Resource Protection -Title 5 Permitting M M a � V BRP WP 58 b Transmittal Number Approval for Installation of Shared System Facility ID(if known) A. General Information (cont.) 13. A description of the financial assurance mechanism proposed to ensure effective long-term operation and maintenance of the system must be attached. Is the description attached? ®Yes ❑ No 14. A copy of a proposed Grant of Title 5 Covenant and Easement essentially identical to that contained in Appendix 1 of 310 CMR 15.000, must be attached. Is a copy attached? ®Yes ❑ No 15a. Is the shared system proposed as an upgrade to existing systems? y . ❑ Yes ® No r Y 15b. If it is an upgrade to existing systems, does the proposed shared system satisfy all technical 1�J. requirements of 310 CMR 15.100 through 15.293 without the need for a variance except setbacks from property lines between facilities served by the shared system? ❑ Yes ❑ No .+ 15c. If it is an upgrade to existing systems, will there be any increase in design flow from the facility or facilities to be served by the shared system? ❑ Yes ❑ No 'ya4 Note: Shared systems for upgrades which cannot be performed in accordance with 310 CMR 15.290 y and 15.291 require a variance which must be processed in accordance with 310 CMR 15.410 through 34. 15.413. In such cases, apply under BRP WP 59b. 16a. Is the shared system proposed for new construction or increased flow to existing systems? a y,•'/ ® Yes ❑ No �A frf 16b. If it is for new construction or increased flow to existing systems, does the design flow from the facility or facilities to be served by the shared system exceed the design flow which could have been r ,!X constructed in compliance with 310 CMR 15.100 without the use of a shared system? ❑ Yes ® No 16c. Are documents to support the design flow proposed in#16b attached? ® Yes ❑ No Note: Shared systems for upgrades which cannot be performed in accordance with 310 CMR 15.290 and 15.292 require a variance which must be processed in accordance with 310 CMR 15.410 through 15.413. In such cases, apply under BRP WP 59b. 17. Is the complete application submitted to the local authority attached? ® Yes ❑ No wp58bapp.doc•12/03 BRP WP 58b•Page 3 of 4 LIMassachusetts Department of Environmental Protection Bureau of Resource Protection —Title 5 Permitting l!U trU U I B RP W P 58 b Transmittal Number Approval for Installation of Shared System Facility ID(if known) B. Certification "I certify under penalty of law that this document Applicant's signature and all attachments, to the best of my knowledge and belief, are true, accurate, and complete. I am Print Name aware that there are significant penalties for submitting false information, including the possibility Name of Preparer of fine and imprisonment for knowing violations." Date 4` :C 4 '€ k r i+�, wp58bapp.doc•12/03 BRP WP 58b•Page 4 of 4 L r PROJECT NARRATIVE Mill Pond Estates 459 Old Mill Road Osterville,MA 02655 Introduction On behalf of Starboard LLC, the Horsley Witten Group (HW) submits this application for shared system approval for the wastewater treatment system proposed for the Mill Pond Estates site, located in Osterville, Massachusetts (Figure 1). The shared septic system will service 11 single-family homes, with a design flow of 4,070 gallons per day. Permitting Approach The site is not located within any public water supply protection areas or any other area designated in Title 5 (310 CMR 15.000) as a nitrogen-sensitive area. Thus, it is not necessary to comply with the discharge requirements of 310 CMR 15.214. However, the site is within the recharge area of East Bay, designated a nitrogen-sensitive embayment by the Cape Cod Commission. Therefure, Starboard LLC proposes to utilize a secondary wastewater treatment system to decrease nitrogen discharge to levels below those of a standard Title 5 system. The shared system provides significant benefits over a plan that utilizes eleven individual t " : Title 5 systems. First, there are simplified operation and maintenance requirements with ti one system instead of eleven. The performance of the system should be better as the flows are steadier in volume and effluent strength. The system's operations will be. µ f�, managed by one entity, Starboard LLC, and any problems or maintenance issues will be � . handled by Starboard LLC's wastewater contractor instead of eleven individual property owners. Finally, the use of the Bioclere system is proposed for secondary treatment because of its demonstrated performance in reducing nitrogen concentrations prior to effluent discharge. The single community-sized secondary treatment system is less costly than individual secondary treatment systems and provides a considerably higher level of treatment than individual standard Title 5 systems. The shared system is in compliance with 310 CMR 15.292 (1)(b)because other configurations of dwellings could be constructed on the property with the same design flow that are not shared systems. One alternative configuration in compliance with 310 CMR 15.100 with the same design flow that would not be a shared system would be a development of attached townhomes with a total of 43 bedrooms. Application for Approval of Shared System Horsley Witten Group, Inc. Mill Pond Estates February 15, 2005 Osterville, Massachusetts Page 1 j:\4087 starboard-sweeney\permit apps\shared_system_narrative.doc Site Characteristics General Description The proposed building site is currently a wooded area on the northwest side of Old Mill Road, a major paved road, north of the intersection between Old Mill Road and Oakville k Road, a smaller paved road. The property was formerly occupied by a single dwelling, located in a small clearing near Old Mill Road. Topography and Vegetation The property is primarily flat, with very slight slopes. There is a shallow,kettle depression near the northeast boundary of the property, about midway along the boundary line. The,kettle is dry; there are no wetlands on the property. The woods are mainly pine and oak, with an understory of blueberry shrubs. Site Soils HW has not conducted test pitting or percolation tests at the property,but tests were performed by Yankee Survey and witnessed by a Barnstable health agent in 1999. The tests were.not formally filed with the Board of Health(BOH). However,handwritten field notes were in the file for the property with the BOH. HW has transcribed these notes onto test pit logs presented on the enclosed plans. In a telephone conversation, the health agents indicated to HW that this would be adequate considering the soils at the location,but that they should be notified when excavation for the soil absorption system -, was initiated so that they could verify the soil suitability. According to the Barnstable County Soil Survey published by the Natural Resources •: Conservation Service, soils at the site are excessively-drained Carver coarse sands. The ?' results of the 1999 tests are in agreement with the Survey; infiltration rates for both percolation tests were less then 2 minutes per inch. Therefore, a long-term acceptance rate (LTAR) of 0.74 gallons per day per square foot has been used to determine the size of the soil absorption system (SAS). Site Groundwater The elevation of the water table beneath the site was estimated to be approximately 10 feet or less above mean sea level, using the water table contour map made available by the Massachusetts Geographical Information Service(MassGIS). Pre-development ground surface elevations range from 59 to 60 feet above sea level in the location of the proposed treatment system; thus groundwater is estimated to be approximately 50 feet below the ground surface. Based on the MassGIS groundwater contours, groundwater flow in the vicinity is considered to be westerly. Application for Approval of Shared System Horsley Witten Group, Inc. Mill Pond Estates February 15, 2005 Osterville, Massachusetts Page 2 j:\4087 starboard-sweeney\permit apps\shared_system_narrative.doc Wastewater Treatment System Description The proposed system is a shared wastewater treatment system with on-site effluent disposal. It will serve a residential development consisting of eleven single-family homes. Design flows for the system are based on flows specified in Title 5, 310 CMR 15.000. The following describes the flow determination and the three physical stages of the system: collection, treatment and disposal. Determination of Flows Flows for the residential units on the site are based on 110 gallons per day(gpd) per bedroom. The calculated flows do not accommodate the use of kitchen garbage grinders. The following table summarizes the design flow calculations. Table 2. Title 5 Design Flows for Mill Pond Estates Description Bedrooms Flow Basis Total Flow, gpd 3-Bedroom Houses x 7 21 110 gpd/BR 2,310 4-Bedroom Houses x 4 16 110 gpd/ BR 1,760 Total 4,070 Collection System Collection is by gravity flow. Flow is by gravity directly to the primary settling tank via individual service connections and a single sewer main. Four manholes and a cleanout are proposed for the sewer main. The sewer main will be constructed using 8 inch diameter SDR 35. Building sewers will be constructed using 4 inch diameter Schedule 40 PVC. Treatment System Fluids from the collection system enter the treatment system via the headworks, which consists of a conventional 19,000-gallon concrete septic tank that is separated into two compartments, the first holding at least 8,140 gallons (48 hours residence time) and the second holding at least 4,070 gallons (24 hours residence time). Excess capacity is included so that the top of the tank will be no more than 3 feet below the ground surface. The tank will be pumped every two years, at a minimum. Application for Approval of Shared System Horsley Witten Group, Inc. Mill Pond Estates February 15, 2005 Osterville, Massachusetts Page 3 j:\4087 starboard-sweeney\permit apps\shared_system_narrative.doc Secondary treatment will be provided by a Bioclere Model 24/30 with a 950-gallon clarifier. The unit will be furnished by Aquapoint, Inc. of New Bedford, Massachusetts. The Bioclere unit is a trickling filter that utilizes a small pump to dose incoming wastewater over a packed bed of media that can support bacterial growth. Oxygen is provided to the top of the bed by a small fan that brings in fresh air. The oxygen and food source promote the growth of nitrifying bacteria on the media. As the biomass thickens, anaerobic and anoxic zones can form within the bed. These zones promote the growth of denitrifying bacteria; thus some denitrification can occur along with nitrification in the media bed. Effluent from the Bioclere then flows by gravity into the pump or dosing chamber, another conventional concrete tank. The pump chamber will be sized at 11,000 gallons, which accommodates 24 hours' storage plus one dose volume (1,018 gallons) plus sump volume and alarm allowance. Dual, alternating effluent pumps will send the treated effluent to the soil absorption system. Soil Absorption System An absorption trench system is proposed, to be located in the northwestern open-space portion of the property. They are to be constructed using 2-foot-wide by 2-foot-deep p P p trenches filled with washed, crushed stone. The trenches are to be 6 feet apart, in accordance with Title 5 (310 CMR 15.251). The area between the trenches will be used as reserve area. The long-term acceptance rate(LTAR)used in the SAS design calculations, as previously discussed, is 0.74 gpd/sf(310 CMR 15.242). Table 3 shows the soil absorption system sizing calculations. Application for Approval of Shared System Horsley Witten Group, Inc. Mill Pond Estates February 15, 2005 Osterville, Massachusetts Page 4 j:\4087 starboard-sweeney\permit apps\shared_system_narrative.doc Table 3. Sizing Calculations for Soil Absorption System for Mill Pond Estates Design flow 4,070 gpd LTAR 0.74 gpd/sf Required area(design flow/LTAR) 5,500 sf Trench length(L) 50 ft . Trench width (W) 2 ft Trench depth(D) 2 ft Each trench: Bottom absorption area (LxW) 100 sf Sidewall absorption area(2xLxD) 200 sf End wall absorption area(2xWxD) 8 sf Total 308 sf Number of trenches 18 Total absorption area in both fields 5,544 sf Maximum allowable flow (AxLTAR) 4,103 gpd Percentage of design flow 101 % Application for Approval of Shared System Horsley Witten Group, Inc. Mill Pond Estates February 15, 2005 Osterville, Massachusetts Page 5 j:\4087 starboard-sweeney\permit apps\shared_system_narrative.doc I DRAFT OPERATION AND MAINTENANCE PLAN Mill Pond Estates Osterville, MA The wastewater treatment system to serve the Mill Pond Estates at 459 Old Mill Road in Barnstable consists of a septic tank, a Bioclere secondary treatment unit and a soil absorption system. The design capacity of the system is estimated at 4,070 gallons per day. The treatment system shall be operated by a certified wastewater treatment operator in accordance with the requirements of 257 CMR 2.00 and the Board of Registration of Operators of Wastewater Treatment Facilities. The treatment system shall also be operated in accordance with the State Environmental Code (310 CMR 15.000) and the General Use Approval issued for the Bioclere system. Maintenance and inspection tasks for the Bioclere unit are to be performed as specified by Aquapoint, Inc., at the frequency specified by Aquapoint, Inc. or by the system permit. The certified operator should perform the following on a quarterly basis: ■ Observe the transfer of backup power ■ Check the remote alarm ■ Measure and record the influent and effluent temperature ■ Observe discharge effluent to the Bioclere for solid carryover ■ Observe inlet sampling port for any blockage ■ Observe outlet sampling port for any blockage ■ Check vent flow and odor ■ Inspect covers and locks ■ Check covers for water tightness 4 - Inspect structures visually for condition and integrity ■ Inspect equalization tank pumps and dosing pumps: Check operation, timing, amperage Check pumping rate Check operation of floats, electrical components, Emergency lights and audible alarms ■ Inspect vents for cracks and clear screens of any debris ■ Inspect cleanouts ■ Inspect leaching area for signs of standing water ■ Make general observations and comment. The following should be performed every 6 months: ■ Check effluent filter, clean if necessary j:"',4087 starkcrird-sween.ey`.perinit a})p``•.o&m.plan.doc The following should be performed annually: ■ Have the system inspected by licensed Title 5 Inspector ■ Check sludge depth in septic tanks, order pumping if top of sludge is less than 12 inches below bottom of outlet tee; have tank pumped regardless if it has been two years since the last pumpout ■ Inspect fence integrity ■ Mow the lawn over the leach field, treatment components and along the access road to prevent woody vegetation growth ■ Make sure the access road is stabilized and clear j:`:4087 apps\o&-m play,doc - DRAFT MONITORING PLAN Mill Pond Estates Osterville, MA Collect inlet and outlet samples for analyses as requested by the local Board of Health. Parameters may include: BOD TSS TKN Ammonia Nitrate/Nitrite Total Nitrogen Analysis results will be reported to the Board of Health, the DEP, Starboard LLC, and Horsley Witten Group, Inc. within 30 days of sample collection. Samples will be collected quarterly for a period of two years, after which this Plan will be subject to review by the Board of Health. Following review, the sampling frequency may be changed. J:` 087 zt.irboat-i-gvteet3ey-''.pe.rin_i.t apps\o plan.doc Horsley Witten Group Sustainable Environmental Solutions 90 Route 6A Sandwich,MA • 02563 x j Phone-508-833-6600.• Fax-508-833-3150 wwwhorsleywitten.com April 12, 2005 Barnstable Board of Health Town Office.Building 200 Main Street Hyannis, MA 02601 Re:. Site Plans for Residential Development With Shared Septic System 459 Old Mill Road, Osterville,Massachusetts Dear Members of the Barnstable Board of Health: On behalf of Starboard LLC,Horsley Witten Group, Inc. (HW) is presenting additional information.for the proposed shared septic system for the property at 459 Old Mill Road in Osterville, initially presented for your review at the March 1, 2005 hearing. The proposed development consists of 11 lots to be occupied by single-family homes, two open-space lots and a private road. The previous submission included: a)permitting plans, b) DEP Form BRP WP 58b (DRAFT), , c) a description of the proposed system, ; d) an operation and maintenance plan, and e) a monitoring plan in compliance with Town of Barnstable regulation 360-26. According.to 310 CMR 15.290, the Shared System application should also include a description of the system's form of ownership, a description of the financial assurance mechanism proposed to pay for long-term upkeep of the system, and a Grant of Title 5 Covenant and Easement. These documents were still in process as of your previous review. The current submission includes: a) copies of the complete submission to DEP, minus the plans but including the additional documents described above, b) copies of the proposed monitoring plan, and c) a cost benefit analysis for more aggressive treatment levels. Sandwich Boston _ Providence . i:ra(1� Smart Growth • Integrated Water Management • Wastewater Management Stormwater Management Civil&Environmental Engineering Wetlands Assessment ''ti - Hydrogeology&Water Supply Coastal Management • Site Assessment&Remediation • Land Use Planning - Graphic Services • Education&Outreach r Barnstable Board of Health April 12, 2005 Page 2 Thank you for your consideration. If you have any questions and/or require additional information, please contact F.P. (Tom) Lee or Ann Bogucki at 508-833-6600. Sincerely, HORSLEY WITTEN GROUP, INC. Ann Bogucki Environmental Engineer Enclosures C: John Sweeney, Starboard LLC (Applicant) Art Traczyk, Barnstable.Planning Division Horsley Witten Group Sustainable Environmental Solutions i Town of Barnst able Board of Health 200 Main Street, Hyannis MA 02601 Office: 508-862-4644 Susan G.Rask,R.S. FAX: 508-790-6304 Sumner Kaufman,MSPH Wayne Miller,M.D. March 15, 2005 Mr. Mark Nelson Horsley Witten Group, Inc. 90 Rte 6A Sandwich, MA 02563 RE: 459 Old Mill Road, Osterville Dear Mr. Nelson, The Barnstable Board of Health reviewed the proposed Title 5 design for a shared system at Mill Pond Estates, 459 Old Mill Road, Osterville, MA (Assessor's Map 166, Lot 1), submitted on behalf of your client,. Starboard Sweeney LLC, at the March 1, 2005 public hearing. The proposed plan was prepared for a residential development consisting of 11 single-family homes with a total of 37 bedrooms and a design wastewater flow of 4,070 gallons per day. The Title 5 system proposed to service the development includes an 8-inch diameter sewer main, a 19,000-gallon two-compartment septic tank, a Bioclere secondary treatment unit„ an 11,000-gallon pump chamber and a soil absorption system consisting of 18 50'x2'x2' stone trenches. You"requested approval for the Title 5 system as a shared system, according to 310•CMR 15.290, to service the entire development. The Barnstable Board of Health voted to approve the proposed plan, subject to the following conditions: (1) The applicant shall return to the Board at the April 19, 2005 hearing to present monitoring requirements for the proposed system in compliance with Section 360-26 of the Code of the Town of Barnstable. (2) The applicant shall submit to the Board the following: (a) A plan showing that the site can accommodate the 11 homes without a shared system; 1 r (b) The completed Grant of Environmental Restriction; (c) The financial documents required by 310 CMR 15.290; and (d) The legal ownership documents required by 310 CMR 15.290. Please contact us if you have any questions. Sincerely Yo rs, � ay a iller, M.D. Ch rman .k J S • t i ' THE FOLLOWING IS/ARE THE BEST IMAGES FROM POOR QUALITY ORIGINALS) Im ^A CC DATA TOWN OF 8A,l T BLE r X-:3 n, ac`si 2c n - N c H o tr OFFICE OF ,. z BOARD OF HEALTH , : 0 M� it. _d s 367 MAIN STREET HYANNIS,MASS.02601 April 5, 1990 a' Mary E. Pina /o Chester Hawkins Rte 1 , Box 174 Jackson, NC 27845 m(2'1' (m 1-0 A]!A'1'X Y7.S�LATI UZ- 4X TOWN OF BARNSTABLF NUISANCE CSUNTWOL. RMULA11011 HUUBZR 4HX. AHi) ARTICLE XXXIX: CONTROL QE fJUXIC AkM JJ"A1tl2 b, IA11RIALS.- The. property owned by you located at 459 Old Mill Road, Osterville , was inspected on April 2 and April 3 by Donna Miorandi , Health Inspector for the"Town of Barnstable, because of a complaint. The following ,,viola•tions were observed N_ r ' { CONT1?0L REGULATION_ NUMBER ONE: Many tires , articles of clothing, rugs , a sofa , chair, papers, a shopping cart, plastic barrels, and a table strewn throughout the property. A 'XXXIXz i;ONTROi. a JOXIQ AW-,HAZARDOUS MATERIALS, The Board of_ Health requires that containers of toxic or ...-- hazardous materials be stored on an impervious, chemical resistant surface compatible with the material being stored, { and that provisions be made to contain the product in the case of accidental spillage. It is also required that it be protected against vandalism. There are many cans of paint on the ground that are rusting out due •to exposure of the weather. You are directed to correct these violations within five . (5) days of receipt of this notice. You may request a hearing if written petition requesting same is received by the Board of Health within seven (7) days after the date order is received. However, these violations must be corrected regardless of any,request for,: a_ hearing: Please be advised that failure to comply with an order could result in a fine of not more than $500 . Each separate day's failure to comply with an order shall constitute a separate violation. You are also subject to a $25. 00 ticket. Tickets will be issued daily until the violations . are "corrected. PER ORDER OF HE BOARD OF HEALTH 1 Thomas A. McKean .- Director Of Public Health h t � - • t•I•�, ' .,'.+ ' � � . 1 ti ��I�f `• s J �• • �rraG„ � � N ��9 0� m�� 0 �� r r PIT �1111L-,� leoflD t.� 46 '�� _ �f-�9 ova �n�� T�� f�0�90 -��-� � ��1'� .��G. \,\ .��• ®� � a •� 8 0 �� .,��,. . 1 � 1 i� 1- � c• t Y e. 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'"„""e` 1{ t i e�. r <"''t ,r" v`.v i �,.' ,.. S c''t' i`..ee' �, e` .p-` ,s STREAM water ELECTRICAL TELEPHONE CABLE „ x '' f � - c 6� � ♦+. ,F .. fi v �s ... !•. � F3, . ,► t � • r e 1i r7+ ; 1 SB0 ,. . * * { .. y� "; I ' /, 4} ,.kc. r'P• • Erb, ,....._S.b• f'�� °$y.,.` ..,. ;: ;. �yy � �_ l}' •;j _ ; ��_ F� *.� �' - ,..°1M. +'`'T1y,�� 1 4 •� R or BOUNDARY . R or BOUNDARY I►+' / .. .1,,�^d k ..:' {•. ��Y^:� ..� 3 a ,7�' a ,r., -.',,,�� "��,�;F ^"', �'4 + +r,,� !��l'� � ;:t �<- 1 P Ae� r PROPERTY LOT LINE or PROPERTY tt LOT LINE o PROPER •h ,.', ~<. g� , �,,�+r**a�ftr `'y f -_ r e 'dI r r> 2 1,��'_^•'.,;fir * + �"'� ^,,,,��a� +`� ,�•,,� , , ��'' '� t�>K ' ♦� �� . ��'••� a "�t.! ,L LC� ��:€: ��# s E.ASM£NT LINE _.. /. «` { .:,, N { ...___ __.�._.._ .._ ..,.._ -_.,_...____._._..._., __, ._-.__ .... ...___._...... EASMENTL/NE .. �� 3 � ,,, s �2 d �* �"�y-�""•..�r� �,�;�"��" ••`+�\. �fr a r« ,..,,._.,;;,;"�` t 1 w F , - ,, a BLDG RESTRICT. LINEPv,BLOG RESTRICT LINE 4' ` j 1 f s a« ,1.« MN� " { t � . a < 4�� ., ' NGeneral Notes �a�`/�.�y �])�.j+>�,r. ;,1 5' 6`4 td - *ir'' / ��,{ 9$ ,t y ,. �' «' ,, _�•., l'� .,.y�pq ' * M *«4 � Josh,s:l. 4`Rt�{t' a,. .N,i',..:w..: ,'% • rF r' 'i• ','"F'i ` �F'4 ? '.. y. y~`i: j_!^ A[ �F �' �4MIli«r• EDGE OF PAVEMENT ; EDGE OF PAVEMENT :`` 4•:.. '' 's J :S t• kr t ,' �'G� " *" .+,. « Ind + r.} Y: >. an et for Permift/ q and Re vie w only and NOT for C R _ �:; _... .• CURB ,. ♦ r z'' �� _..-- ,_• 3_r f • ;:... . t _....... ___.,._._ .__w__,.__..______,._._ .__,._._,._ ____ ,__.__ CENTERL/NE , - construction. CENTERLINE ;* tv, .'f :,'tom.';.:. r z * t� a`:� Landing TREE LINE ;,° 1. .e jf• .i ..; ,. «*i . . • f * 1 A� yy y i L 2. Topographical sun-e �xrrd base map provided by Ladue TREE L./NE .{a' fir: r f' •+F . ,R TMw « fT` . � Land SurveyIng., dated June 2004. ',Y'l BUILDING !' '"• gad �• .ai;, :. �`�" . #�-�1 � '� .art•, +� ,.� '"'.� _ ',` ��' '_ F ,t/ ;.� - +�",, ,. 8U/LD/INGS HOUSES x a'. •" ,� ,� y« � �, @ . `-� �; � � ' �} i s.a, ,.nru...A,*..m'ur,.,.:.'• r* g• •. _ !�`'� g + ��'?'''.`' i ^r -t_`^ N, 'I• 7 l e • • J. Site characteristics and offsite topography provided by the 100-FT BVW BUFFER P.t. • r� Y". +� ' �,, ZONE PROPOSED PAVEMENT ;; �l3 * , +� ;- ; i ;' C. Ii N TER V J E Town of Barnstable G/S De aHment. dF EDGE OF POND + 1 W W W W GRASS }r *SI,$1 �}g�J • f .. r i EX. CONTOUR LINE CONCRETE ' i+ •: �'� ` _ _ , __ .. 120 PROP. GRADING (10ft) GRAVEL « « ♦ East Biy EX. SPOT ELEVATION f i.;• %�" +.� ,�, .:.�.:..:_:• ,� :,, .�� SAND ��" • =�'./�. ��':,� � � ; �►�-�.•, .r w +. 4 • 33 � � / STORMWATER *�"i•$ : ',; ' ` •+•�'`' d, •r"-�' .'{ MANAGEMENT SYSTEMow ;.j J• Sa ;,t« '' �, rf ; =* � w lttw ��° . . •�: .* fir* ,, Beach ; RIP-RAP -� r �� r 4. e, •by '�, w;.,��ry j . �r � , , 9i SPOT ELEVATION :.*' `."`± i M.`� �/'# « i •i y S Gannet ABBR£�/ATIONS •. � ,� " st � ` +� r{ ' Reeks . A � Neck PO ROW RIGHT-OF-WAY EX D DRAINAGE MANHOLE x a OIF OVERFLOW /Nu INVERT7tfrSe c {?;a TP TEST PIT f S SLOPE r- , `` RCP REINFORCED CONCRETE PIPE ,^ �r i HDPE HIGH-DENSITY POLYETHYLENE PIPE 'S G a n F TYP TYPICAL ': ••�� .r_ p Ledi FT FEET e + k• , IN INCH HP HIGH POINT .J �c LP LOW POINT ; W WATER A*5 TAP & SLEEVE 5 SEWER kJ WW WASTEWATER WWT WASTEWATER TREATMENT ► ... ,, a SW STORMWATER 1 For: SWM STORMWATER MANAGEMENT ! Prepared F Starboard, LLC •. 409 Starboard Lane Osterville, MA 02655 {Kt *kcssr *{, `,.e, r'S'i5r,-,�/ *"_,�� •,,`hyf. fly ..+K,. ,'""' '� R ;,•� ; .� , � .•. 1� Gannet Prepared • �° • .w� �rR ��„�';sue*«" a +� lEat i�+F�.�� ,,—arr r R`.C3� 5 e Horsley Witten Group • „ / Sustainable Environmental Solutions , 3 VICINITY MAP Registratiort: Project Number: Graphic scale �r� ^ www.horsleywitten.com Revisions 1 inch = 1 ,200 feet FAT PIU 1 01-04-05 JL CW Site and Roadway Layout 4087 90 Route 6A, Sandwich, MA 02563 - LEE WASTEWATER SYSTEM DESIGN PLAN MILL POND ESTATES 459 OLD MILL ROAD OSTERVILLE MASSACHUSETTS FEBRUARY 2005 CIVIL Phone: 508 833-6600 No.42024 Fax: 508 833-3150 Sheet Number: K'J Z// 1 Date: Design By: Draa.By: Checked By: jj NOVEMBER 2004 RC/JL JL RAC Rev. Date By Appr. Description ` L i «, ,. , ! � •.:4.:<' Via:-„, `, lr , Ilk PARCEL FOR WASTEWATER TREATMENT & DISPOSAL (SEE EASEMENT & } COVENANT DOCUMENTS FOR USES/R S) ` r. , r' r. fi 4 5 J 7.1 : a 7. A' sx:' S �.. Or t, 2 r mow: t ti e 54 1 � oyy O > • • � r4. ,: `'a;."*a� ,.,-. Sy'v p� ,. C,=.; .• � .r `* w t j • ..._.. _. ... 18-2 MADE, 2 DE o �, 50' LONG LEACHING m Y .. GLgS -.._..,a . SMH1 F.F. 64.3 z TRENCHES ,,� �.49� _ ... `T r BACKUP GENERATOR __ . -' doELECTRICAL ... `� r 0`'�, SMH2 ,. _... ._.- ._�___ ��. mow.., '�_., �-` WITH 8 WOODEN I> FENCE : w� r � BIOCLERE VENT ,.. _ ,5 15' WIDE EASEMENT k� IOCLERE MODEL T ` q x ` Q FYS - 4 1ai. y m ¢ _ M 2 3o WITH 9 ' GALLON CLARIFIER xa h rca 1 r' SMH3 F.F. at.s' STORMWATER l � A ,f 0 i m C .. MANAGEM 7.6 5 ++ o m i PARCEL : p 0 �� r< ,= ■_ c m m LL V m w ;' Tim 59.6) O O o LOT' 12 -4 ,�', 3" SCH 40 PVC >'w • o' F.F. 64 S BOUIO , °= cqo .- o � ) , 4. /NC SMH4 �q _ FORCEMAIN f ' N „ - a � . 1 r = Sew L Y — _� 1,000 GAL. PUMP , � T 7 R y F F.F. QO.O f' -- CHAMBER '�s a 4 0 M40Q W � F.F. 5' p � �_ Z CO (b to u� o 19.000 GAL. 2—COMPARTMENT % \r�� - 1r SEPTIC TANK. r COMPARTMENT Kf ems' , G 1 TO BE 8.140 GAL. AND f r F a�1o• COMPARTMENT 2 TO BE -- f L„l 7 AL Pq i F F DZU LOT ' 1, F.F. d1 " k V �x U yfw „s j O , r.,,-.:. F .:" p \ A°f •`h' f av _,:.,, } 94{ r y' i_-;t 3; e, �. r L �t'n z v t� /` ` \i 1�.:'t'i'1Y .,� �'9�! O F.F.F. 61•V!!• s`• StX ej yf_i ',° \f P y r .ri A „'. q�RlyE• y'` •20 �■r t ,t3t.F 0588.1 ,r t `h. - r . k14 ' _.✓'" ✓, ry _-. r P £.:, r' ` d �.`cs .Y Cr;,7L a L W �.1 w ANOUT� , F.F. 61. -44 1 -_ •-^— --^ -,e, , .i.' J',r'd tj ,:;'' F'. ' - `';''.±; VM4 143 wkJr rr.Fx^e r,v rf a 'z r:. 'ti M: z (!)fl— , � _.:,., .,-- ,. � F.F. a1.'.� � l oa .- �q GRAPHIC SCALE PROP. GRAPHIC SCALE �,o � � �. �� ,; ' F.F. s4.5 �� ,µ� '� U � O O BOUND .0 0 20 40 80 ,6o SEWER MA/N PlN ( ) 30 0 ,5 30 60 120 � y a I"`III � SYSTEM PLAN °�� °� \Y4 �, � fIOR/ZONTAL 1=•RB' w °.,. _.,�.�� p:� SCALE• 1 � � w IN FEET ) x ( IN FEETFy /� i inch - 40 ft. ,,, waJ. f ` I inch = 30 ft.cc w O C Cn TOP OF B/OCLERE 12. a m � 64:'3 ca � � Zhu. Z � 00 k C3 � Z � p h � � � PROIi/D£ Ri5ER TO GRACE (np-) GRMIND £L. 80.0 N h N �' II W hW op � .ii � ►� ^ f' ; ! I ' ; II 1I /=5467' ,n to W �..W v h W 2= `� h h 4" BUILDING SERME. z � �' � �� z5� h u u � LOT 10 (/NV L- y t t Z °� .i 4"BUILDING SERVICE EL.=55�97 ST 4f64rs O �� i�� 222 � Wh FROMLOT3 (/NV LT.4 ) ' ; � � I I I ism, �i EL.-55.43, ST 3+08, " �° h r W= ,$ LT.4 ) 4 BUILDING SERVICE SEWER C[EAMOUT }' �--`, Q FROM;LOT 1 (/NV (SEE SEWER A/A/N CL Cn EL.=56.41, ST 4+60, CLEAN—OUT DETAIL) 1=52.54' �1 00 4"BUILDING SERV1'CE LT.4 ) I=52.72' 3" SCA 40 PW FMCEMA/N TO LEACH/MG FROM LOT 5 (/NV EL.=57.37, ST 1 t93, 8' SOR .35 SEWER (FRW SMH 1) /=52,,15' TRENCHES LT.4 ) WATER SERVICE---'-I O _.....__. } > a h O WATER SER14CE ( w-)� WATER SERVICE nl ti d- 8 SDR .35. S=0.04Xy QATUA/ ELEVATION 6"SCH. 40, L=3.0'k m c� >, N L-29.56' 4"BUILDING SERVICE ) , WATER SERVICE °O 8" SDR 3.5, S=0.04x MW LOT 8 (/NV. . _ S=f.0 " II o O LW7VM ELEVATION L=6.67' EZ.-57.17, ST 2f 11, 4 BUILDING SETrV/CE 4"BU/LD/l1O SERVICE "BUILDING SERNCE "BUYLIi�M^s SEl?VICE n � cy w 'C3 LT4 FROM LOT 4 (/NV 6 SCH. 40,S=1.0� a a� o N ) EL.=55.83, ST 2*84, FROM LOT 9 (/NV FROM LOT 2 (/M/. FROM;LOT''f f (1M/. -- 2' "Ct C ,3, o °' C LT.4 ) EL.=55.89, ST 3f6 EL.=55.95, ST 3f93, EL.a15, ST 4f 'r w.;.' �� ':'t 1:.,!`ti` c'n n c� R, as [T.4 ) LT,4 ) LT,4 ) CL Registration: 0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 5+00 �L � jNOrr�q _O PROPOSED GROUND SURFACE ALONG CENTERLINE OF SEWER MAIN LAYOUT GAUMt.OAW" FAT PIU LEECP CIVIL ° j jf.L�01D d[ta1Al No.42824 ' O EWE 010M S£W£R MAIN PROFIX / o SCALE.• VERTJiCAL 1=4' HYDRAULIC PROFILE Project Number: MOYP/ZONTAI 1=40' SCALE.• YER)7CAL f=3' 4087 M HORIZONTAL NOT TO SCALE Sheet Number: ti PROVIDE AIR-TIGHT FRAME AND GRADE, EL. 60.00' t " GRADE, EL. 60.00' COVER TO GRADE. (TYP.) t PROVIDE AIR-TIGHT FRAME AND , COVER TO GRADE. (TYP.) g" 3.0' MAX. INV. OUT EL.�A5R4 ` , TOP OF TANK EL 57.00' (r-A_!I.(.,,'_,�.'1..�(.:�.,.- B (3-INCH SCH. 40 FORCEMAIN ,��"""i-�O"1. ,;-",",,7,11. -I O±---FLr ".%.�.�H�_7 II_�`..,1..4...I I,..,.�l i,,.I-�e1.. .-I,.I 1..I-.1.r��,�,,�I:--"-�.I,,K/`-O_"�L',.".,1_-.__F,,-A A�_r-LW��="-,,-%�_,A�A-.�,4%.�L ._-)_1�A.)LI.�41�_*�*..�...�I_S.t,I��-,._I,:,t-,.�,_I'. *�`.-I'-�4.k(,�.,O.�.I�,.�"-I'�,,--..��.I --1,I 4A, �,.__,:'....��,�,�: -_:.-.�) D.`�1:*.,,��*. INV. IN EL. 53.00 (8„ SDR 35 FROM SMH 1) 3.0' MAX. • `d , ;: . • TO LEACMNG TRENCHES) TOP OF TANK EL. 57.00 _ . :. . . , INV. OUT EL.. 52.75 p 0 a• • •, • • ♦ Y R (6" SCH. 40 TO BIOCLERE N a. W ER TREATMENT m •q , °.. . 4 ASTEWAT ._,. » INV. !N EL. 52.5 ° ° 3 MIN. SYSTEM) (6" SCH. 40 FROM a • a,LIL 3„ 810CtERE WASTEWATER 4070 GALLONS STORAGE 1/4" WEEP HOLE cA m „i �... __ TREATMENT SYSTEM) 12 -9 ABOVE HIGH WATER TO ALLOW _._. 10„ MIN. ALARM ON ELEV. O to' MIN, „ 7'-6" '_1 " MAX SYSTEM DRAINAGE •� , 8 DIA. 9'-2 1/2" { 1 100% OF DESIGN FLOW OUTLET INLET LIQUID 3" CHECK VALVE �> i 200% OF DESIGN FLOW WATER DEPTH (4,070 GAL,) a HIGH WATER M(8,140 GAL.) WATER DEPTH INVERT LEVEL (DISK TYPE) ALARM ON: ELEV. 48.00 4-7 4'-5" PROVIDE GAS LAG PUMP ON: ELEV. 47.50 `' BAFFLE �► 6" WALLS LEAD PUMP ON: ELEV. 47.00 - -o 0 BOTTOM OF TANK EL. 48.33 PUMP OFF: ELEV. 45.50 $ f f:, a. m a NT ,. z a :,a .. :. d a d. •. �:.. s• v :. a,, :,. DUAL EFFL lo -o��q�9QC-_1.C40.�2>=1�1 ig)Zs6r:,_:),,," UE _ ,., , » _„ ,� 6 , ', : J [ - i" :_, _. 6-"3 '4. :G P_A ;. BOTTOM OF TANK: ELEV. 44.75 AUTOMATIC H QM CTED CIU.SI kED,.TONE,:BASS QVE1 P1OVED,_SUBG. E ,.TYP, r ', < r - .. ALTERNATE ST r ., SET PUMPS 6",,,,7..-1 . '` m ,• 3,/ " C 3MF, . CRUSHED STC?t E f3A5E OUE APPROVED S�JBGTtADE, TY� LL I..... 1.,. ELEVATION VIEW <ABOVE BOTTOM OF m -_, - i y TANK , ELEVATION VIEW y ° 0° 0. 36'-1 1 „ 6 -0 ' .� c c 24'-O" 12'-5» '� .- o 'o � o rn ..• N c ! AA x 0 1 1'- 10'-0„ � o r o a , w L A . A' A A : W - - 10'-0" 9'-0" - - - - A * - - - 4 et M `V . O ca %4 6 d �.' .. S , 1• PLAN VIEW W k C PLAN VIEW � w N 3 � C � 19 000 GALLON SEPTIC TANK "q .64 "N o v ti BY ACME OR EQUIVALENT 1 1 ,000-GALLO N PUMP C HAM B E R � (NOT TO SCALE] BY ACME OR EQUIVALENT N C - i N , (NOT TO SCALE) q Q,T. r , O 1.25 SCHD. 40 PVC LATERAL TO BE SLOPED TOWARDS W ,'� q I_ MANIFOLD AT 0.5 ' SLOPE. W � ~� ~' © � W 3/16" PERFORATIONS AT 4'-10» CENTERS, ALTERNATING BETWEEN - N _r 5 AND 7 O'CLOCK POSITIONS (TYP.) PROVIDE CURB BOX MOUNTED FLUSH WITH GROUND LAST PERFORATION TO BE DRILLED AT 12 O'CLOCK POSITION THREADED CAP rr,�, O N FOR SYSTEM TESTING; ORIFICE SHIELD TO BE REMOVED FOR TEST PROPOSED LATERAL CLEAN-OUT PORT SEE v1 W - CU AND REPLACED AFTER TESTING LAST PERFORATION AT 12 O'CLOCK DETAIL THIS PAGE n N POSITION. PROVIDE PERFORATION SHIELD _ ,i- ,y i ;y i i;V i i i i -�i;V, ;1! i - �„. (TYP.) USE ORENCO TYPE OR EQUIVALENT , FILTER FABRIC �+ M (SEE NOTE BELOW) LOAM & SEED AS REQUIRED 1 4" v EL. 60± * * k * * - �Ir aV �- - VL _* _* _U _* EL. 60.t TRIBUTION z I) i III-1 I 1-1 I I III-N i 1-11 I III.. 11:- I I�11='T 11=1 Ti-1_I I.:I wI.:.I 1(;:I I 1 ..I I 1-1 I 1-1 I 1-1 I I:,>I I.: I.:.Il I-IT t=1 I T='III =1 III III III-III- N -I T-I -t = I = - - _ - - - - _- . ., �...._..._,,. ...._ ,.,..__..... _.......,,.... ..... ... .. y „_,<. .. , .,. ..._.. .,, . ..,,_,_..,- .. _ _. .. ... _.. .._. .<,,,L,.<, ..,-z.,,,x-rx _,,.,4>I,I,LM :..,1. 1,. . ,.. ._rI„_,.,I_ .,.I.1 11,1-1.1.1., .1.1..i LLL--11I, .I.11..,..1 ..I.,..11_1- 11. _ ,., _.. .,.. .. ..... ..... ...... .._. .... , , _. _: ... ..... LATERAL .c .. ._ __ .. ... .. _... ,. _ ..... , . . .. . PERFORATIONS . . _, _.. . ,.. ._ _.. .... .. .... ..... .. ...... . .. .. .,. ...... ,.,. . ... ....... . ...... , ,. (EXISTING GROUND SURFACE) Q_ 2.O'f _ ,._ _.. .,. .. ", ,,. _. _. .._. AT :.� ., BACKFILL .,. . . , ... , ._. _ , , _ _ _ _ _ .__ ..._ .. .._. __ .. .. .. t FILTER FABRIC `= 3" PEASTONE „ . ' . " TYP. .:.. _ 2 0 EL. 58.1TO (BREAKOUT) ti 3" PEASTONE . ;w; <. , ; v , ;,.: ,,. ,: T T RI IN, r•.. ;, S :. 3 i 6 VEN HOLE .e..• ,.. ,,.r ,., .. - 5... .. O ., ..e ..... .. ..1 ,. : , , , a , , . MIN , , , , < . , , , , , , , , , , , ,, , ;.. T 4 1 2 DOUBLE EL 57 75 DIS AL 1 TH 1 _. .. . SWEEP N E 3 _., >: r . .. w _.. , _ LATERAL IN R 2 2 DOUBL WASHED STONE WASHED STONE _ ,_ ) �+ 25 n r ._ _ „ _r _ 2 N _, _ m r r �., , � b _ . ,_, .� .... .i .,, ,._ ,... .. ,._ .., ._ ... , - h r.r -, 1. •.. : , { - ._`. -. ELBOW E cu L. 55.5 _ . EL. 55.50 - .. _ ' BOTTOM OF SYSTEM ( ) NATURAL MATERIAL- NO COMPACT ION TYPICAL LATERAL CLEAN OUT PORT DETAIL �, .. { ) „ :: (BOTTOM OF SYSTEM) U v . 1.0 NOT TO SCALE a a �' �,GREATER - - 50.0' ` :x �7HAN 5' `° `0 _ /� 'O r/i�,.�/ �/� .v.,y e i }. , CCU v\ O t* TYPICAL LEACHING TRENCH SECTION ESTIMATED SEASONAL ELEV. 10.0 (MASS GIS) t a. rin -T O w 00 HIGH GROUNDWATER rr.; 0 d n AEF 680 HS 6 OZ. NON-WOVEN POLYPROPYLENE `" ,,5.' NEEDLE FINISHED FABRIC = >, = = = - - - - - = - - _ - - - - - - - _. - - - - - _ _ = �. ... ,_ ,, i T_,,,_ R U VA N rr - - 0 EQ LE .� W. - - - -- - - - --- - .Q . .,,.. ,_.. _. ._, N : jj a o� K M. _ _ . " 'a i w. : r T w BAC FILL , BACKFILL _ : _..... F _ CALL AMERICAN ENGINEERING PRODUCTS, INC. = �, �., .. ,._, . __. .- _, ,_.., __. -- .... ._ BACKFI o _ LL } 2.Ot � tr �, „_ --- _ _.. .,._ 1-800 770-2666 , -. ,, .... -- . _. _ w "..,,s f s .a.t �y t ... ..... .. ...: ...... �., .. ., i , ... .. ... ,y _. _, .. � m.,� , ��f - C�V _ _. .. ,� -, � . 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C, ... .. y,� .. .... .. O - - 'r{n 34 ,r�xfip;33 +54 k��g O x FAT PN "^a a d� 3/4» - 1 1/2" DOUBLE WASHED PRIMARY LEA CHI ',`,� ENCH "` CA .R`-_� " > , STONE TYP. � s= 2.0 2.0 2.0 TYP. 2.0 ( ) Na azs2a l_%.�*,I LII p RESERVE LEACHING TRENCH A � o, I "6 TYPICAL LEACHING TRENCH NETWORK SECTION 2 5 'a 0 Project Number. N '` 4087 _ PROPOSED LEACHING TRENCH DETAILS NOT TO SCALE Sheet Number: WW - 3 ' ., SOILS DATA 3" FORCEMAIN INSPECTOR: DONNA MIORANDI, BARNSTABLE BOH LAST PERFORATION TO BE DRILLED AT 12 SOIL EVALUATOR: BRUCE MlJRPHY YANKEE SURVEY CONSU.... DATE ��1s-Oct-99 4 3X5 INCREASER O'CLOCK FOR SYSTEM TESTING AND FITTE WITH ORIFACE SHIELD TEST PIT No : 1 4 ,„ WITHIN PAVED AREAS BEYOND PAVED AREAS t PERC RATE: ALL SANDS ESTIMATED TO BE <2 MIN/IN '" START OF MANIFOLD ' DEPTH OF PERC: 5.5 INV. EL. 54.82 TEXTURAL CLASS: 0 3" (MIN.) BITUMINOUS 4" (MIN.) LOAM AND ,SEED TP-1 TP-2 CONCRETE PAVEMENT 1 .25" DISTRIBUTION (2" BASE COURSE, 1 " TOP LIMIT FOR LOAM AND SEED AND (TYP.) 4 10 TYP, a 0.0 ' 60.0 0.0 ' 60.0 COURSE) " A A 6„ &» co m SANDY LOAM SANDY LOAM PAVEMENT LIMIT 0 10 YR 4✓3 �` FINISH GRADE w. . ... .. ... ._.. :. .._... ., .......,. _.. .._. .- _ a ,� t 0.8 ' 59.2 0 8 , 10 YR 413 59.2 �' 00, 5" MANIFOLD (SLOPED BACK _ ... .:_..,..._., .. _.... .. ........ .._ .. ._._._.... ...,_,.:. ._. �> g g PUMP CHAMBER AT 0.5% t° LOAMY SAND LOAMY SAND ° a a SLOPE) LL' m 10 YR 518 12" (MIN.) COMPACTED 4 3.0 ' 57.0 3.0 10 YR 5/8 57.0 GRAVEL BASE COURSE D + 2._a., _..__..._..,_ _. _. _.. .:.... .. .. ..... ....._. .. ...._. . .._r... . .__. :. _.. .. ._:..._, ....._:,..• a DEPTH OF L I ' METALLIC WARNING TAPE ,_..............._._._,._......... ....,_. _..... ..._.,._......,._._..,......_,,.._.,,........._........._,:.,. . ..,_.. _ ...... .._.,._.........,.._.,.........,......_.._...._ ..,, PERC 56" 4' MIN. - PROVIDE COMPACTED `V SELECT GRANULAR PEE MIN/IN.RC RATE BACKFILL (NO STONES , MEDIUM SAND >2", 95% COMPACTION) _ MEDIUM SAND 10 YR 614 3/16" PERFORATIONS AT ..........._ _._.... .._... _..-_....... _.. ..._,....__ ..__..._. ._...._....... _ , __. . _,... _.. _.. _.. ..:' 0 3 10 YR 614 4'-10"' CENTERS, ALTERNATING Lo o ZONE AROUND PIPE AND 6" (INSULATION 1S REQUIRED WHEN BETWEEN 5 AND 7 O'CLOCK � �° 12.0 ' 48.0 INSULATION WHEN REQUIRED); POSITIONS TYP. ZAK ° m NO GROUNDWATEI�/MOTTLES 12.0 48.0 ( ) p WHEN DEPTH OF COVERAGE IS LESS (TYP.) � � � a BACKFILL WITH 3/8" PEA STONE THAN 4-FEET.} ....___._., ..._. .__....., _........ ..... .... .......... ... ._..._ __.... ... m a No GRouNDWATER/MOTTLEs WITH 95% COMPACTION a w U_ TP-3 SEWER PIPE, LAID TO _..,.... .. ....... . ...._.. . . ...... ................... _._.. . .. ...:.... ._ ..... ,� N •� m GRADE ca TP 4 c 0.0 60.0 0.0 ' 60.0 6 fa ,�'// O d It 0.3 59.8 0 8" IN ROCK t11 `o v A A m A 0.3 ' 59.8 IN EARTH IN ROCK C SANDY LOAM A > 0.8 ' 10 YR 413 59.2 LOAMY SAND w B 08 10YR413 59.2 TRENCH DETAIL FOR 51 TYP B' GRAVITY SEWER LOAMY SAND N10 YR 518 LOAMY SAND PRIMARY TRENCH (TYP. ..__....... ........... .. ......w_. . _._., ....._. . , .._ . . .._ _.... . ._... 3.0 C 57.0 3.0 ' 57.0 NOT TO SCALE 10 YR 5/8 C RESERVE TRENCH TYP. 3 DEPTH OF ( 50'TYP PERC 66" a <2 MIN✓IN. _.. .... ....... .. .... _._.. .... . .. ., ._.. . _._..-... _._.. ..... .. .. . .. .._._...... ...............:: ..... . .. .._... ...... ._. . .............. _,j c MEDIUM SAND PERC RATE � 10 YR 6/4 "T w MEDIUM SAND ►•a 10 YR 6✓4 � to� O 13.0 147.0 11.0 ' 1 149.0 NNO GROUNDWATER/MOTTLES NO GROUNDWATER/MOTTLES r NOTE. TEST PITS PERFORMED BY YANKEE SURVEY' CONSULTANT, OCTOBER 19, � � O 1999. PRESSURE DISTRIBUTION CALCULATIONS C7 TITLE 5 DESIGN FLOW 4070 GPD v., ._. iv _., _...._:_.. ,_. .._.:....... __.. _. _...:. . ,.. .._... ... ._... _. ...,... _ ,:__.,....._... ........_... ,.._ _..,...,... ._._._.. .. i W PERFORATIONS _ TREATMENT SYSTEM DESIGN CRITERIA PERFORATION DIAMETER,`Dp _ 0.1875 N W U) DISTAL IN-LINE PRESSURE, Hd= ; 4 w w ;FLOW FOR 4070 GALLON PER DAY DEVELOPMENT NUMBER OF PERFORATIONS✓LATERAL, N= 10 00 __. ._._._ . _..__.. ,.._r_... .. .._.__„_.. ._._..__.. ...._. ,_... ..._ O N . . . ................ ...r_ ........ ._ ...,..... .__.__.._ PERFORATION SPACING S - 4 10 FT. v1 3 USE. RESIDENTIAL .C13 _...... _- U) NUMBER OF BEDROOMS. 37 LATERALS C HE.D.UL E.O;F.E L E,.V' T ONS _:.... .. ..... to DESIGN FLOW. ; 110;GPD/BEDROOM - . LATERAL SPACING,NG Ls = ': 8;FT. EL Run Slope Q 3 TOTAL DAILY DESIGN FLOW,. 4070 GPD 1 , N GARBAGE DISPOSAL: NO LATERAL DIAMETER, Ld= ; 1 25 IN. CD SEPTIC TANK-INLET 53 00 LENGTH OF LATERALS L =: 51 FT. _. .. ...... m......_..........._....... w... ..__ .........__ __. _....., - ......._.......... _. C � ..... _, .:.., .. o_ ?r' SEPTIC TANK HAZEN WILLIAMS COEFFICIENT, Ctt = ` 140; IC TANK OUTLET 52 75 .......... ..... 00%.. L NUMBER OF LATERALS, Ln - 18 _. .. . .. _-� .. BIOCLERE .:.INLET;; 52.72 2 OF Lb A/ Y F 00• L LOW(COMPARTMENT 1) CO _., _ FORCE MAIN AND MANIFOLD BLOC.... OUTLET 52 54 O 2 X 4070 GpD. : 8140,GAL ........., _..... . . ._..... .. ..,,_ ..__, .,_..,_ 100% OF TOTAL DAILY FLOW COMPARTMENT 2 :. - ( ). ..........:.... . . . . . ...... ... 3 1 Ol)9b 1 X 4070 GPD. ; 4070_GAL. FORCE MAIN DIAMETER, Dfm = 3 IN. PUMPCHAMBER-INLET, 52.51 _. ........v............ _.... .._. _,._. _.., ,...._..,. _..__....:... _..v._._. ..._ .._.... . ,..,,._ _.__ . ,... ...._...... >+ tU • LENGTH OF FORCE MAIN, Lfm = 30 FT. PUMP CHAMBER OUTLET' U.67 _ __ C ......._......_- .... _ _..._ , _. MANIFOLD DIAMETER Dm = 5<IN• x tU VOLUME REQUIRED: 12,210GAL. s', ; . .. .. . _ _... __.. N �. .,_ ;. 9.., 1. _ . . _ MANIFOLD LENGTH Lm = 141.FT. .. °.. r __ ........ . _....... _ �: vz TRENCH IN 1 ..- V @BEG ' S70 _.. _.. _....._.. _..._ USE 19 000 GALLON Z COMPARTMENT SEPTIC TANK: ? _. ._.._._.,....._.. _....,.. _._,.. _.. ... ... .... ..._...._., _...,..._... ._,.., ,...._...., N _ . . .... 't3 DISCHARGE RATES ,; 50%..... �..a ► a o 50 0 ca TRENCH 1 INV.. END: 57.75 _..__.. .._._._._.. .._._._.-.. .._._..__ PUMP CHAMBER CAPACITY »'a 't3 _. ..... .. ....... O O o o ^ 8 TT OM OF SYSTEM: 55,50 PERFORATION DISCHARGE RATE, q= 11.79 x(Dp)2 x(Hd)112 = , 0.83 GPM -o -• t,. . _ C r C13 DOSE VOLUME:: 1232 GAL. LATERAL DISCHARGE RATE, QI, q x N= 8.30 GPM G.W. SEPARATION` 45.50TD r _......... _._ .......,_ 3.. a.., _. ESHGW. : 10.00 a w SYSTEM DISCHARGE RATE, Q, QI x Ln = ' 150;GPM L Q y ..,.. :.:.,:. :.,.:... ., ..:.......: U) EMERGENCY STORAGE PROVIDED: 4,070 GAL. .. . . .......... ,. o d fi BREAK OUT'. 57.75 . 0 SUMP VOLUME. 539 GAL ..... . ...... ... _. .. .- __._..-. ....:... -....._... .._..._... .. .. ..._._....... . __ .. ._.. 00 _... MIN. B.O. GRADE � O a, DOSING CAL O O BACK-DRAIN VOLUME. 214:GAL. ULATI NS .. .. ... _._.. ..._. _.:..,.,._....: .... .... ._.___.:.,_ .,._.... ..,.. __._:. .._. .... _ MAXM,4X. B O GRADE 75 STORAGE BETWEEN PUMP-ON&ALARM 539 GAL. .. ........ ... ........ ._:.... .. .. ... PIPING SYSTEM VOLUME, Vs = 214<GAL. . VOLUME REQUIRED. 6 593 GA DOSE VOLUME, (5.0 x Vs) = 1074 GAL. L GAL . . DOSE VOLUME 4070 GPD/4 DOSES/DAY- 1018 GAL. USE 11,000 GALLON PUMP CHAMBER _......, _ :. USE: 1232'GALLO DOSE VOLUME .a N CIA _.. . . . ... _.. ...._. __.....,.._ ..,v........ a r. > ca O LEACHING SYSTEM DESIGN CRITERIA _. HEAD LOSSES ` y 'Na N » O 2 Y w' C h� 7 ;SOIL ABSORPTION SYSTEM FRICTION LOSS IN FORCE MAIN fl= 1.7;FT '..� Q _ , .:•, ._ .. ....... ....... ....... �l, s.. .. s: :: .:.ra. .,,,,. :: ..... .,_...... .. ,.. �.. .... . , _ -� ,, � },, _: ...t, M.�� .:,_ . CONCRETE THRUST ...._.. ._... . .. _.. ......... ... ....... ... . .... ... ....... .......................... .. ..... c, FRICTION LOSS IN MANIFOLD, fi 0.7:FT. ,3 �� > � ��, rs k ,...z. •',,.. .. : ", ,,'e„° .,v�' ,"� 'k.s�,``m "' �.oT: kr`� FRI ... ............_. .. ...................... ...... . _._.... r, R, _ ..._.,... .., ;: ',r. d &r„�..� SE rc ;"fir, 1k NETWORK LOSSES, nl 5.2;FT. ;#� E DETAIL ►-a C DESIGN PERCOLATION RATE. : 2=MIN.AN. _ .... .. ............:.. ,..... ....:... .. SOIL CLASS: 1 STATIC HEAD= 11.0 FT. '= w _ r, y �" » 4 r ya C. __ , ,; w1>, t., �. �� Re Reg! LONG TERM A C CEP TA NCE RA TE LTA :` 0.74'G ; , # R GPD/S.F. a ., .... 2• �'k;., d� � bq i.:{y, k' k`.. °' !Y !�• ..:�t� � h4d1 TS } TOTAL AREA REQUIRED-LOCAL CODE: 5500[S.F. TOTAL HEAD = 22.4 FT. �: rf a y n � c d tl+ U '�" � O TOTAL AREA REQUIRED- TITLE 5: 5500 S.F. _.,____ x. .a.. o PUMP PARAMETERS _ __...._:. __ __. _...__.. ...... ._ .........__........ .. , FAT PI CNIL. .._. .... .LEE TOTAL AREA PROPOSED: No 282a ` x ....... . ., CV = END OF MANIFOLD LATERAL CLEANOUT (TYP.) O FLOW, Q 150`GPM ,.. ,. ... ., . . ...., _.. . _.._.. . .. ... .; _..._ ... . .. _ .. . _.. . .._. INV. (SEE LATERAL CLEAN-OUT RTDETAIL) ��r ors . . TOTAL DYNAMIC HEAD 23 0 FT. EL 55 50PO s A(sidewall). (50 + 2 + 50 + 2)x 2 x 18:' 3744 S.F. _ . S N A(bottom): 50'x 2'x 18. 1800.S.F. x ,. O A SINGLE •- TOTAL AREA:, 5544 S F USE GOULD EFFLUENT PUMP MODEL WS1512D3,D3M 230 VOLT, 11. MPS, 1.5 HP, S/N T3 PHASE, 3 DISCHARGE{150 GPM @ 23 FT. TDH), OR EQUIVALENT p _ TOTAL ALLOWABLE FLOW. 4102'GPD . . ..... _.. ..... ..... .... Project Number. TYPICAL TRENCH E DOSE NETWORK {PRESSOR T DESIGN FLOW.` 4070 GPD 1 US. 18- 50'L X 2'W x 2'D LEACHING TR,_.. C ....,... -- NOTE: CONFIRM VOLTAGE PRIOR TO ORDERING PUMP NOT TO SCALE 4087 E EN H Sheet Number. I I WAY _ 4 is - - ------ - -- - - --- , SEWER SYSTEM NOTES : MANHOLE FRAME & COVE 1. ALL NEWLY INSTALLED FACILITIES INCLUDING SEWER COLLECTION SYSTEM SHALL BE CLEANED OF ALL FOREIGN MATERIALS SUCH AS DIRT AND MISCELLANEOUS DEBRIS PRIOR MANIFOLD (TYP.) SET FRAME IN FULL BED of MORTAR TO SYSTEM TESTING AND SHALL BE WITNESSED BY THE ENGINEER. NO TESTING IS ALLOWED WITHOUT REMOVAL OF ALL FOREIGN MATERIALS. PLUG/CAPBEND 2. THE ENTIRE SEWER SYSTEM, INCLUDING PIPING, MANHOLES, AND PUMP CHAMBER SHALL ADJUST TO REQUIRED GRADE W/MIN. ? 2 OR MAX. 4 BRICK COURSES OR BE TESTED FOR LEAKAGE. SYSTEM MAY BE TESTED BY THE USE OF EITHER WATER OR 2'-o" DIAMETER EQUIVALENT DIMENSION WITH f a LOW-PRESSURE AIR. •ti : ,: i ' REINFORCED CONCRETE COLLARS. PRECAST REINFORCED CONCRETE 3. SEWER PIPE SHALL BE SDR-35 PVC PIPE. A PRESSURE TEST OF ALL SEWERMAIN o Q MANHOLE CONE SECTION. _ a LINES SHALL BE CONDUCTED BY THE CONTRACTOR AND WITNESSED BY A TOWN a REPRESENTATIVE. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING THE TOWN FIRM UNDISTURBED o WITH A MINIMUM OF 48-HOURS NOTICE TO THE TIME OF THE PRESSURE TEST. MATERIAL (TYP.) v 0 4. THE SEWER PIPES SHALL BE TESTED FOR LEAKAGE BY THE USE OF LOW-PRESSURE Ld (TYP.) BEND-PLAN PLUG/CAP-PLAN = 1 INCH D1A. DROP FRONT PROVIDE WYE CHANNEL > AIR. LOW PRESSURE AIR SHALL BE INTRODUCED INTO THE SEAL LINE (WITH PNEUMATIC o o _ - N - PLUGS) UNTIL THE INTERNAL AIR PRESSURE REACHES 4 psi GREATER THAN THE AVERAGE TYPE MANHOLE STEPS a BACK PRESSURE OF ANY GROUNDWATER THAT MAY BE OVER THE PIPE. ALLOW AT LEAST 2 a- MINUTES FOR AIR PRESSURE TO STABILIZE. AFTER THE STABILIZATION PERIOD (3.5 psi TEE m MINIMUM PRESSURE IN THE PIPE), THE PORTION OF PIPE TESTED SHALL BE ACCEPTABLE Y IF THE TIME REQUIRED IN MINUTES FOR THE PRESSURE TO DECREASE FROM 3.5 TO 3 psi , � U IS NOT LESS THAN 1.90 TIMES THE LENGTH OF PIPE BEING TESTED. ', CONCRETE THRUST _MINIMUM 0.12 IN. STEEL PER U VERTICAL FOOT, PLACED ACCORDING , BLOCK (TYP.) HEIGHT OF RISER 4'-0" DIAMETER TO AASHTO DESIGNATION MI99 � SECTIONS VARY FROM 1" CLEAR 1 ' TO4' m TEE-PLAN O R o ffnn ► MORTAR ALL V y TABLE OF BEARING AREAS S.F. JOINTS WATERTIGHT RUBBER BOOT m Q • � w � c SIZE OF BEND BENDS TEES,CAPS PROVIDE "V" OPENINGS " c - " MAIN (IN.) (90) (45&UNDER) OR PLUGS 8 & UNDER 6 3 4 CARRY CHANNEL VERTICAL a' .t 5=0.02 S=o.02 o o C 10 & 12 12 6 9 FROM SPRING LINE TO M CROWN OUTSIDE OF PIPE +2 IN. CLEARANCE Q a • o° bap NOTES: 1.CONCRETE FOR THRUST BLOCKS SHALL HAVE MINIMUM COMPRESSIVE $" MIN. = y ti a w STRENGTH OF 2000 PSI AT 28 DAYS. BRICK CHANNEL WITH CONCRETE 2. THRUST BLOCK BEARING AREAS TOO BE IN ACCORDANCE WITH TABLE, „ OR BRICK SHELF PLAN VIEW OF SEWER MANHOLE INVERT L j UNLESS DETERMINED OTHERWISE BY THE ENGINEER BECAUSE OF ` ; 5 MIN' SOIL CONDITIONS. 0 3. THRUST BLOCK SIDES SHALL BE FORMED WITH PLYWOOD. 6" MIN.co ` N THRUST BLOCK DETAIL 8 H CAST-IN-PLACE BASE. ca NOT TO SCALE PROVIDE FIRM LEVEL BASE WITH MIN. 6" OF COMPACTED STRUCTURAL FILL. PRECAST CONCRETE SEWER MANHOLE (SMH ) W W °� NOT TO SCALE co W � > w F � t� q c T'-:0 V`r`. lW WATERMAIN ' T o rx ► 18" MIN-. -,, 10' 10' _ MIN. MIN. P►PE FINISH GRADE r COUPLINGIt w t+�T <, . w W 1. VENT MAY W THE SIDE [If NUEL G, .,r, �, ;�; Q � ' `� SEWER PIPE a Ui J _ I�+roouln Mac � 1/2 „L„ ng. cc Ld c �y .. rl -3 '�I� � � I` � '� � ,ate 4 INVERT (IN) co 1 ` ; ' 45° PVC (SDR 35) BEND 4 MIN. CEM. CONC. ENCASEMENT AROUND SEWER PIPE. CENTER PIPE OVER WATER w 45' PVC N P. a. cw� � MAIN CROSSING IN ALL DIRECTIONS.* Q z Q t'1J`C LET I o > *SEWER TO BE ENCASED ONLY IF 18" MINIMUM I: _17 a , EL. 52.72 EyM .' a,� VERTICAL CLEARANCE WITH WATER PIPE IS O a N 7. �p� � ks ri D w w YrRMi.� ' .�. f ,; > z CAST IN PLACE o '•- ¢ y, w NOT PROVIDED. EL. 52.5 -- --I— S EWER WATER & D RAI N f t .,... �.,. , v 3000 PSI (TYPE 1) E NT� .� CONCRETE ENCASEMENT s ; CROSSING S I N G DETAIL 1 L wYE E S D CONNECTION � t �►"-�1 NOT TO SCALE g 0 8,1� , "T i 45' PVC BENDS t� ,'` PRON/LDE CURB BOX MOUNTED SEWER �� THREADED GAP � WITH GROUND r • r# y. I.• fi FLUSH W MAIN t~ N : ja SEWER SERVICE CHIMNEY +� �, , `.z � 7I � 1' NOT TO SCALE a NA �' r . >x ,�'� b PAVED SURFACE 'H „ 3 byti , �tr� a� �arsY yi a x "{/"�.' - 8 e � `+"��5 a r��•' 3`� ,. h L",�Skf� artiy ° , �Y ', 'b 3 `'x�r r4„ I; 5 ;nrp^�,i r '''Y' ,«� u) ►—� �. +-1 �,L ,;h+i` 1 .:'r��i n` p,,r Y9 tf xx'r `: NOTE.. -a t: � W, Registratior1' err•.iw', .' '�. %b• ., •.:' EMEL. 4/ 0 ITH 950 GALLS CL FER GENERIC DETAIL OF BIOCLERE SYSTEM FOR ILLUSTRATION . ; g , PURPOSES ONLY NOT TO BE USED FOR CONSTRUCTION. ,� ` ' ;SDR 35 SEWER p AOUAPOINT TO PROVIDE UNIT IN READY TO INSTALL CONDITION. _ T ° ,- FORCEMAIN sue \� 4 FAT PIU`' ,b s LEE 4 k �di V !— CIVIL N " No.42824 241 1ILCtAIhg Gl:VIld .,_ ELBOW j0Foj3' Na 0274 TYPICAL SEWER MAIN Project Number. - CLEAN—OUT DETAIL TYPICAL BIOCLERE DETAIL NOT TO SCALE 4087 r NOT TO SCALE , sneer Number w