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HomeMy Public PortalAbout160 PAINES CREEK ROAD \\O\\glllIII 11110114111/ Application# WSTl���ioi Town of Brewster 04 o fi`oER 9 �% Historic District Committee F ly $ :J� Fee: $ 2198 Main Street 3 ° ' Brewster, Massachusetts 02631-1898N_ 0 Date _— gk rA (508)896-3701 Ext.1125 Paid — ��s Fax(508)896-8089 .H x� �o �� Email:building@brewster-ma.gov check# Map Lot Certificate of Appropriateness (Pleose read reverse side for requirements) Address of Proposed Work Paines Creek Road, Brewster, MA 02631 Owner's Name Marjorie Kroeger Telephone#(508) `I 3 21 Mystic Lake Drive, Arlington, MA 02474 Owners Mailing Address Agent or Contractor Avalon Building Systems, Inc. Telephone#(751) X' ,_4 560 Turnpike Street, Canton, MA 02021 Agent's Address Agent/Contractor E-Mail poliveira@avalonbuilding systems.com Please check categories that apply: Exterior Building Construction Indicate Building Type Exterior Structure New Building 1101 House m Painting ❑ Fence ❑ Addition ❑ Garage ❑ Wall ❑ Alteration ❑ Commercial ❑ Shed ❑ Other ❑ Other ❑ Briefly describe proposed work(and complete attached Specification Sheet): Construct a new 27.5' x 52' cape style single family home Applicant's Signatuurre This Certificate is hereby ;' Date v Signed Cert.ofAppropriatenessPagel Application# Specification Sheet (Please complete only those portions which apply to your application) Foundation Type Poured Concrete Amount Visible 12" (not to exceed 18") Siding Amount Visible Entire Home Type Vinyl Exposure 4" Color Oxford Blue ^ mold style,There are Shutters Trim Size of Cornerboards 6 Size of Casings(1xa minimum)Brick Rakes White aluminum 1't Member White aluminum Zed MemberWhite aluminum Depth of Overhang 10" Color(s) White Windows Type Vinyl double hung Manufacturer Plygem Classic TVBDH (Provide Spec Sheet) Grilles or true divide NO Grilles Size 36"x54"for egress,28"x 34"for bath and kitchen Color White Skylights Type None Manufacturer Size Color Roof Pitch(7 pitch minimum) 12/12 and 5/12 Material Asphalttfiberglass shingles Exposure 5.625" Color Virginia Slate Style Tamko Heritage Architectural Fencing* Type N/A Height *All stockade type fencing must have good"side Color facing out. Chimney Type Framed w/double wall flue Size 2'x 2' Color Oxford Blue vinyl sided Deck Material Trex Composite Color Saddle (Brown) &Railing Material PVC/Vinyl Color White Shutters Material Vinyl ColorPine Garage Doors(s) Size of Opening N/A Style (Provide Spec Sheet) Color Manufacturer Gutters Type Aluminum Color White Over Cert.&AppropriatenessPage3 Specification Sheet—Page 2 Storm Windows Material N/A Color & Door (Provide Spec Sheet) Entry Doors Type Fiberglass Front S210 6 Panel Front&Side (Provide Spec Sheet) Side 6'Slider, White vinyl Other Manufacturer Therma-Tru for front Size 36"x 80" Color White Attic/Roof (Gable Louver, Ridge Vent, Etc.) Ridge Vent Venting Landscaping Per attached site plan Plans Driveway Compacted gravel Type of Steps Composite Exterior Fuel Tank Screening N/A Other Cert.ofAppropriatenessPage4 Plygem Pro Series Classic Double Hung Window Standard Features *Classic brick mould profile provides an authentic sculptured appearance that matches traditional exterior millwork •Interior and exterior accessory grooves allow for easy accessory application •Both sash tilt in and remove for safe and easy cleaning of exterior glass *Weather-tight dual action sash lock provides security while sealing out the weather and sealing in your comfort •Energy-efficient Warm Edge insulating glass for enhanced energy performance *Low-profile sill nosing resembles a traditional wood window *Integral nailing fin with fusion-welded corners for simple and accurate installation *Maintenance-free multi-chamber PVC construction with fusion-welded corners for durability, weather-tight performance and beauty *Robust interlock satisfies forced entry requirements and improves structural performance •Integral 11/16" siding pocket with undersill trim leg allows for simple and secure siding installation Standard Optional D " 0 ■ fAw Ply +gym White Beige Clay rb"91 2} SYSTEMS LLC V4111,1111"'1111111 • • 11 1 11 110 T III • • • 1 • ' Therma-Tru Exterior Doors Smooth-Star Fiberglass Exterior Door Get the look of fine painted wood and the strength of steel with a front door from the Smooth- Star®Entry Door Collection. It's an excellent value in a fiberglass entry door,made of rugged compres- sion-molded fiberglass with deep detailed panels. This design creates beautiful shadows and contours on your door's surface. 6-Panel Standard Front Door/Half-Light Standard Rear Door (Insulated,Clear Glass-Standard) All Other Doors are Optional Upgrades i I 1 5210 5206 6-Panel Half-Light Available Sizes Available Sizes 2181' X6 2 30 0 ,811 x 6,p„ 3'0011 x 6,81' 3'011 X 6'811 N SYSTEMS LLC 2/9/2021 Classic Sliding Patio Door I Ply Gem Search Q 0 Ply Gem Menu ©.: Ply wGesmooRs MANUFACTUREi OF —WINDOWS fN NORTH AMERICA View available products in your area. Enter Zip Code FIND PRODUCTS F t , II i t https://www.plygem.com/windows-doors/brands/ply-gem/doors/classiersliding-patio-door/ 1/7 2.1 ON-SITE DECK ADJUST SIDING & SHEATHING FOR DOUBLE SILL PLATE S/L SIDING, OMIT OUTSIDE CORNER POSTS 2.2 ON-SITE DECK S/L SIDING, OMIT OUTSIDE CORNER POSTS ADJUST SIDING & SHEATHING FOR DOUBLE SILL PLATE 2.3 S/L SIDING, OMIT OUTSIDE CORNER POSTS ADJUST SIDING & SHEATHING FOR DOUBLE SILL PLATE 2.4 ON-SITE DECK S/L SIDING, OMIT OUTSIDE CORNER POSTS ADJUST SIDING & SHEATHING FOR DOUBLE SILL PLATE 3. 1. 2. 4. NOTES: 6. 8. 7. 5. 11. 12. 10. 9.- DENOTES ADDITIONAL COLUMN IN BASEMENT*3.12X6 EXTERIOR WALLS 16" O.C. 2X4 MARRIAGE WALLS 16" O.C. ROOF RAFTERS 16" O.C. 8'-0" CLG. STAIRS TO BE 8 1/4" RISERS AND 9" TREADS. 3/0-EXT2/65/02/62/62/62/6DROPPED HDR 2/6 24210-2 3046-23046 30463046-2 3046-2 3046-2 30462/6 ON-SITE DECK *5/8" CEILING GYP MECHANICALLY FASTENED* BASE WALL CABS CABS *MDF 3 5/8" CROWN MOULDING THROUGHOUT* PBR - DENOTES PER BUILDER'S REQUEST MW CLG BEAM OVER KIT / DIN / LIV RM: (1) 1.5" x 14" LVL (PER SIDE) MW CLG BEAM OVER FMLY RM: (2) 1.5" x 7.25" LVL (PER SIDE)2/62/63046-3 30466/0-EXT30463046 BUILDER TO PROVIDE LOCATIONS FOR: - 2" PVC CHASE FOR SOLAR READINESS (3)2X10 SPF#2 S/L HDR AT ENDWALL 1-20GA STRAP (PER SIDE) W/6-10D NAILS EACH END FROM CLG GDR TO HDR FROM JACK STUD TO HDR 4-16d NAILS TOENAILED HDR. TO STUD *- DENOTES ADDITIONAL COLUMN IN BASEMENT 9. 10. 12. 11. 5. 7. 8. 6. NOTES: 4. 2. 1. 3.3.22X6 EXTERIOR WALLS 16" O.C. ROOF RAFTERS 16" O.C. 8'-0" CLG.2/02/63046-22/6 2/62/62/6 2/6 30463046 CLAW3420CLAW34202/6 4 BUILDER TO PROVIDE LOCATIONS FOR: - EMERGENCY BOILER SWITCH - (1) ADDITIONAL EXTERIOR LIGHT - (4) DIMMER SWITCHES ATTIC FOUNDATION DRAWINGS ARE TO BE USED AS A GUIDE ONLY. PROFESSIONAL BUILDING SYSTEMS WILL NOT ACCEPT ANY LIABILITY OR RESPONSIBILITY FOR INCORRECT FOUNDATIONS. 5 HOLD DIMENSION 3436 POUNDS COLUMN REQUIRED HOLD DIMENSION 5896 POUNDS COLUMN REQUIRED ON-SITE DECK 16 Ga. Staples * Wall Line 1-B Wall Line 1-A Wall Line 1-B Wall Line 1-A 1-B 1-A 1-B *1-A * 1-B 1-A 1,492lbf 2,533lbf Wall Line 1-3Wall Line 1-31-3 1-3 1-3 1,248lbf Tie-down/ForceMark TIE-DOWN SCHEDULE 1-2 4,124lbf Wall Line 1-2Wall Line 1-21-2 1-2 Wall Line 1-1Wall Line 1-11-1 2,779lbf 1-1 16 Ga. Staples Lapped Sheathing with 0.131" x 3" Nails at 3" oc 0.131" x 2" Nails 3/12 (edge/field) 16 Ga. Staples 6/12 (edge/field) Lapped Sheathing with 0.131" x 3" Nails at 3" oc One Side, Blocked 6/12 (edge/field) 2x6 SPF @ 16" oc7/16" Structural Sheathing,WALL LINE 1-3 Fasten unblocked roof diaphragm w/ 0.131" x 2.5 " Nails 6" oc Boundary, 6" oc Edge, 12" oc Field N/A One Side, Blocked 2x6 SPF @ 16" ocWALL LINE 7/16" Structural Sheathing, 1-2 Lapped Sheathing with 0.131" x 3" Nails at 6" oc Lap Sheathing at the matelines of each endwall or provide an additional holddown each side of mateline Corner Stud Connection: In lieu of strap for the labeled wall line, attach sidewall to endwall with 0.131x3" nails at 4" o.c. for the full height of the wall. * Lapped Sheathing with 0.131" x 3" Nails at 6" oc 16 Ga. Staples One Side, Blocked 3/12 (edge/field) 2x6 SPF @ 16" oc 2x6 SPF @ 16" oc 3/12 (edge/field)One Side, Blocked 7/16" Structural Sheathing, 2x6 SPF @ 16" oc One Side, Blocked 7/16" Structural Sheathing, WALL LINE WALL LINE WALL LINE 1st Story Rim to Sill Connection 7/16" Structural Sheathing, 1-1 1-A 1-B FramingFasteningSheathingMark WALL LINE SCHEDULE 1-1 958 POUNDS 1526 POUNDS 1265 PLF 1265 PLF PORCH AREA Cape Cod Bay Brewster, GENERAL NOTES : 501L TEST LOGS : p MA A.) NEITHER DRIVEWAYS NOR PARKING AREAS ARE ALLOWED OVER SEPTIC SYSTEM TEST HOLE I : EL=48.0± TEST HOLE 3: EL=38.9± TEST HOLE 5: EL=43.2± 5Y5TE M D E51 G N CALC U LAT I O N 5 UNLESS H-20 COMPONENTS ARE USED, DEPTH FROM SOIL SOIL SOIL SOIL OTHER DEPTH FROM SOIL SOIL SOIL SOIL OTHER DEPTH FROM SOIL SOIL SOIL SOIL OTHER SURFACE HORIZON TEXTURE COLOR MOTTLING SURFACE HORIZON TEXTURE COLOR MOTTLING SURFACE HORIZON TEXTURE COLOR MOTTLING SEWAGE DESIGN FLOW: B.)THE DESIGNER WILL NOT BE RESPONSIBLE FOR THE SYSTEM AS DESIGNED UN- (INCHES) (USDA) (MUNSELL) (INCHES) (USDA) (MUNSELL) (INCHES) (USDA) (MUNSELL) 4 BEDROOM DWELLING @ I 10 GPD = 440 GPD LESS CONSTRUCTED AS SHOWN. ANY CHANGES SHALL BE APPROVED IN WRITING. 0-7 A Loamy Fine Sand OYK2/2 NONE O-6 A Loamy Fine Sand I OYK2/2 NONE 0-9 A Fine 5andy Loam I OYK2/2 NONE FRIADLE route 6F 7-36 B Silt Loam I OYR5/6 NONE FIRM 6-43 B Fine Sand Loam I OYR5/G NONE 9-27 B Fine Sand Loam I OYR5/6 NONE FIRM LEACHING CAPACITY REQUIRED: C.)CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE LOCATION OF ALL 4 BEDROOMS (MAX.) @ I 10 GPD = 440 GPD REQUIRED UNDERGROUND AND OVERHEAD UTILITIES PRIOR TO COMMENCEMENT OF WORK. - Fine an 3687 C I FSand Loam I 0YR7 6 NONE FIRM 43-148 C I Fine Sand I OYR7 6 NONE WITH POCKETS SILT LOAM 27-49 C I Fine Sandy Loam I OYK7/G NONE FIRM TANK CAPACITY REQUIRED: n 87-125 C2 Medium Loam Sand I OYR7/G NONE V. FRIABLE 49-96 C2 Fine Loam Sand I 0YR7/6 NONE V. FRIABLE PERC 108" CON STI�U CT I O N NOTES : 1 25-1 56 C3 Silt Loam I CYR NONE FIRM 96-1 49 C3 Fine Sand I OYR NONE RATE: <2MIN/IN DAILY FLOW= 440 GPD @ 200% = 880 GAL. REQUIRED U TEST HOLE 2: E1-=43.6± TEST HOLE 4: EL=42.3± TEST HOLE 6: EL=44.4± SEPTIC TANK CAPACITY PROVIDED: 1 500 GALLON SEPTIC TANK(MIN. ALLOWED) DEPTH FROM SOIL SOIL SOIL 501L OTHER DEPTH FROM SOIL SOIL SOIL SOIL OTHER DEPTH FROM SOIL SOIL SOIL 501L OTHER ft-- 1 .)ALL CONSTRUCTION SHALL CONFORM TO THE STATE ENVIRONMENTAL CODE, SURFACE HORIZON TEXTURE COLOR MOTTLING SURFACE HORIZON TEXTURE COLOR MOTTLING SURFACE HORIZON TEXTURE COLOR MOTTLING LEACHING CAPACITY PROVIDED: TITLE 5, AND THE REQUIREMENTS OF THE LOCAL BOARD OF HEALTH. (INCHES) (USDA) (MUNSELL) (INCHES) (USDA) (MUNSELL) (INCHES) (USDA) (MUNSELL) ONE(1) 33.5'X 12.83'X 2.0' LEACHING CHAMBER CAN LEACH: Stony Brook Road 2.)SEPTIC TANK(S), GREASE TRAP(S), DOSING CHAMBER(S) AND DISTRIBUTION 0-15 A Loamy Fine Sand I 0YK2/2 NONE 0-10 A Loamy Fine Sand I 0YK2/2 NONE O-1 O A Fine Sandy Loam I OYR2 2 NONE Vt=[(33.5 X 12.83) + (33.5 X 2.0)2 + (12.83 X 2.0)2] X 0.74 GPD/5F=455.10 GPD 15-36 B Silt Loam I OYR5/G NONE FIRM 1 O-3 1 B Fine Sand Loam I OYR5/G NONE FIRM 1 0-25 B Fine Sand Loam I OYR4/6 NONE FIRM 455 GPD>440 GPD REQUIRED BOX(ES)SHALL BE SET ON A LEVEL STABLE BASE WHICH HAS BEEN MECHANICALLY NOTE: A GARBAGE DISPOSAL IS NOT PERMITTED WITH THIS DESIGN. COMPACTED, OR ON A 6 INCH CRUSHED STONE BASE. 36-132 C I Silt Loam I OYR7 6 NONE FIRM 31-98 C I Fine Sand Loam I OYR7 6 NONE FIRM 25-50 CI Fine Sand Loam I OYR5 6 NONE FIRM - 132-1 65 C2 Fine Sand Loam I OYRS 4 NONE FRIABLE 98-158 C2 Fine Sand I OYR7 6 NONE V. FRIABLE 50-89 C2 Fine Loam Sand I 0YR5 8 NONE V. FRIABLE 3.)SEPTIC TANK(S)SHALL MEET ASTM STANDARD C 1127-93 AND SHALL HAVE ONE (I)- 1500 GALLON SEPTIC TANK AT LEAST THREE 20" DIAMETER MANHOLES. THE MINIMUM DEPTH FROM THE BOT- 158-1 60 I C3 15ilt Loam I OYR4/4 NONE FIRM 89-1 53 1 C3 Fine Sand I OYR7/3 NONE FIRM ONE (1)-3 OUTLET DISTRIBUTION BOX (H-20 Rated) 0 NOT TO SCALE TOM OF THE SEPTIC TANK TO THE FLOW LINE SHALL BE 48". DATE OF TESTING: 10/1/19 (TPI-4) 7 10/29/19 (TP5-7) TEST HOLE 7: EL=43.0_+ THREE(3)- 500 GALLON LEACH CHAMBERS WITH 4' OF STONE ALL AROUND PERCOLATION RATE: LESS THAN 5 MIN/INCH IN "C2" LAYER TP4 t"C3" LAYER TP5 -TP7 DEPTH FROM SOIL SOIL SOIL SOIL OTHER 4.)SCHEDULE 40 PVC INLET AND OUTLET TEES SHALL EXTEND A MINIMUM OF 6" WITNESSED BY: MATTHEW T. FARRELL, EIT, J.M. O'REILLY t-ASSOCIATES, INC. SURFACE HORIZON TEXTURE COLOR MOTTLING ABOVE THE FLOW LINE OF THE SEPTIC TANK AND SHALL BE INSTALLED ON THE INCHES) (USDA) (MUNSELL) z LAND COURT PLAN 14603C CENTERLINE OF THE TANK DIRECTLY UNDER THE CLEANOUT MANHOLE. SHERRIE MCCULLAGH, AGENT, BREWSTER HEALTH DEPARTMENT DEED BOOK 24 134 PAGE 33 I NO WATER ENCOUNTERED PAVEMENT DETAIL• 12" 0-9 A Fine Sand Loam I OYR2/2 NONE 5.) RAISE COVERS OF THE SEPTIC TANK AND DISTRIBUTION BOX WITH PRECAST USE A LOADING RATE OF 0.74 GPD/SF FOR SIZING OF SOIL ABSORPTION SYSTEM. 9-26 B Fine Sand (L Loam I OYR4 6 NONE FIRM ASSESSORS' MAP 36 PARCEL 22 CONCRETE WATERTIGHT RISERS OVER INLET AND OUTLET TEES TO WITHIN 6" OF �7 NOT TO SCALE ��I_ 26-48 C I Fine Sand Loam I OYR5/6 NONE FIRM FINISH GRADE, ORAS APPROVED BY THE LOCAL BOARD OF HEALTH AGENT. CON 5 E I\VAT I O N NOTES : N 48-92 C2 Fine Loamv Sand I OYR5 8 NONE INCON51STANT 0 6.) PIPING SHALL CONSIST OF 4"SCHEDULE 40 PVC OR EQUIVALENT. PIPE SHALL 92-155 C3 Fine Sand I OYR7/3 NONE V. FRIABLE LEGEND BE LAID ON A MINIMUM CONTINUOUS GRADE OF NOT LESS THAN I%. 1 .) LIMIT OF WORK SHALL BE AS SHOWN. A ROW OF STAKED STRAW WATTLES 9" DIAMETER \� \ 32 - EXISTING CONTOUR 7.) DISTRIBUTION LINES FOR SOIL ABSORPTION SYSTEM (AS REQUIRED) SHALL BE BACKED WITH 24"WIDE FILTER FABRIC, WITH BOTTOM DUG IN 6", SHALL BE CONSTRUCTED Q 4" DIAMETER SCHEDULE 40 PVC LAID AT 0.005 FT/FT. LINE SHALL BE CAPPED ALONG THE LIMIT OF WORK LINE. COSERVATION AGENT TO INSPECT PRIOR TO START. 32 PROPOSED CONTOUR AT END OR AS NOTED. x 12.34 EXISTING SPOT GRADE 8.)OUTLET PIPES FROM DISTRIBUTION BOX SHALL REMAIN LEVEL FOR AT LEAST 2.) ROOF RUN-OFF FROM DWELLING SHALL BE CONTROLLED BY GUTTERS, DOWNSPOUTS L2" MODIFIED DRIVEWAY ASPHALT MIX 24x5 PROPOSED SPOT GRADE 2'BEFORE PITCHING TO SOIL ABSORPTION SYSTEM. WATER TEST DISTRIBUTION AND DRYWELLS OR STONE TRENCHES UNDER DRIP LINES. +/ -W- WATER SERVICE LINE BOX TO ASSURE EVEN DISTRIBUTION. 6" PROCESSED GRAVEL LO 9.) DISTRIBUTION BOX SHALL HAVE A MINIMUM SUMP OF 6" MEASURED BELOW 3.)ALL DISTURBED AREAS SHALL BE LANDSCAPED. PLANTINGS SHALL INCLUDE A MIXTURE 3/4" MAX AGGREGATE SIZE 1.1- -o- OVERHEAD UTILITY SERVICE INDIGENOUS SHRUBS AND GROUNDCOVER FROM THE APPROVED PLANT LIST. cs -U- UNDERGROUND UTILITY SERVICE THE OUTLET INVERT. 6u{{ec �x 10.) BASE AGGREGATE FOR THE LEACHING FACILITY SHALL CONSIST OF 3/4"TO 5O2ore 0 2�3 Pond GAS SERVICE LINE I-1/2" DOUBLE WASHED STONE FREE OF IRON, FINES AND DUST AND SHALL BE 4.)CONTRACTOR, BUILDER AND OWNER SHALL REVIEW THE ORDER OF CONDITIONS PRIOR 300'getback , TEST HOLE / BORING LOCATION INSTALLED BELOW THE CROWN OF TO AND DURING CONSTRUCTION.THE DISTRIBUTION LINE TO THE BOTTOM OF THE 5T SEPTIC TANK SOIL ABSORPTION SYSTEM. BASE AGGREGATE SHALL BE COVERED WITH A 2" 255'3 / LOT 7 50'buffer DB DISTRIBUTION BOX LAYER OF 1/8"TO 1/2" DOUBLE WASHED STONE FREE OF IRON, FINES AND DUST. {{e< Zone 1 1 .)VENT SOIL ABSORPTION SYSTEM WHEN DISTRIBUTION LINES EXCEED 50 FEET; 00''b // Area= 165,357 SF± (3.79 ACRES) \ SAS SOIL ABSORPTION SYSTEM Reserve WHEN LOCATED EITHER IN WHOLE OR IN PART UNDER DRIVEWAYS, PARKING AREAS, RESERVED FOR FUTURE TURNING AREAS OR OTHER IMPERVIOUS MATERIAL; OR WHEN PRESSURE DOSED. / g \ \ AREA WITH DENSE VEGETATION - NORTHEAST xisting Stone Wall `OL.) UTILITY POLE 12.)SOIL ABSORPTION SYSTEM SHALL BE COVERED WITH A MINIMUM OF 9" OF CORNER OF LOT - NOT EVALUATED FOR ® CATCH BASIN CLEAN MEDIUM SAND (EXCLUDING TOPSOIL). 3Co / 27.3 12 WETLAND RESOURCES 1cr FIRE HYDRANT 13.) FINISH GRADE SHALL BE A MAXIMUM OF 36" OVER THE TOP OF ALL SYSTEM BENCHMARK: 7 i PROPOSED NATIVE STONE WALL OO WELL COMPONENTS, INCLUDING THE SEPTIC TANK, DISTRIBUTION BOX, DOSING CHAMBER Top of Concrete Bound TOW EL-39.0± ® DRAINAGE MANHOLE AND SOIL ABSORPTION SYSTEM. SEPTIC TANKS SHALL HAVE A MINIMUM COVER EL=35.2± (1 988 NAVD) CB N� I 26,2 Of 911. I I /'27,6 ,,1,, ,I, '!'' BOW EL=38.5± ■ CONCRETE BOUND, FOUND 14.) FROM THE DATE OF INSTALLATION OF THE SOIL ABSORPTION SYSTEM UNTIL I I 127'6 ` W TOP OF BANK RECEIPT OF A CERTIFICATE OF COMPLIANCE, THE PERIMETER OF THE SOIL ABSORP- SEE MITIGATION NOTES -x-x- LIMIT OF WORK �''� VINE MANAGEMENT AREA TION SYSTEM SHALL BE STAKED AND FLAGGED TO PREVENT THE USE OF SUCH I ` I '��' \ \ \\ RIP RAP SPILLWAY FENCE ali, `'1'' AREA FOR ALL ACTIVITIES THAT MIGHT DAMAGE THE SYSTEM. I I 5,863 5f± 6'x 4' EDGE OF CLEARING 15.)THE BOARD OF HEALTH SHALL REQUIRE INSPECTION OF ALL CONSTRUCTION I 136 �p BY AN AGENT OF THE BOARD OF HEALTH (OR THE DESIGNER IF THIS SYSTEM RE- LOW POINT FOR QUIRES A VARIANCE)AND MAY REQUIRE SUCH PERSON TO CERTIFY IN WRITING " \ I I I ami, \ I I 61 4 STORM RUNOFF THAT ALL WORK HAS BEEN COMPLETED IN ACCORDANCE WITH THE TERMS OF THE I I 26'8 Existing Vegetated Wetland - Old Bog PERMIT AND APPROVED PLANS. 48 HOURS ADVANCE NOTICE IS REQUESTED. PROPOSED UNDERGROUND UTILITIES ! l I ali, \ �� 21,7 PROPOSED NATIVE STONE WALL WATER, GAS ELECTRIC `° �bT I \ 26.4 L - TOW EL=48.0± I 16.) 501L REMOVAL: ALL A, B, C I *C2 LAYERS SHALL BBOW EL=45.0± E REMOVED FOR A DISTANCE � \ 1 I I 4 ali' nland Bank, 3-4' High I - - - 5' FROM THE 501L ABSORPTION SYSTEM DOWN TO THE CLEAN SAND LAYER, EL=35.3±, AREA TO BE BACKFILLED WITH CLEAN SAND AND COMPACTED TO MINIMIZE SETTLMENT. 3 I RIP RAP SPILLWAY 28•q i1� _ / �� 100'Buffer Zone \ 17.) OWNER/CONTRACTOR SHALL REVIEW HOUSE LOCATION AND GRADING PRIOR I I \ 6'x 4' \\ 26'8 TO START OF CONSTRUCTION. 1 , o��eaQ9eox- 18.) 18.) INSTALL A 40 mil HDPE LINER FROM EL=42.0 TO EL=40.0 AS SHOWN ON PLAN I �3�fGL�,\ 3 1 9 / / I / VIEW. LINER IS 74 FEET LONG. I i9e n� \ 2 ali, / / \ , \ 22. QOM I RIP RAP SPILLWAY �� \ ` ,Ii, _ / / 1 / --- y \ \ \ \, \ �0 Existing Vegetated g Wetland - Old Bo \ 8'x 4' O� 27.6 ' \ ti �r�-��' 27.7 \ I ♦ \ �2' I3 \ \ 30 279 -- 9.9 1 _ nland Bank, 3-4' High � � � � I / � /•/ 3. Ul o W W- G 4-. % IN \ 35.9 \ / 2117 - // /' ` ` \ \ \ \\•\ 111, \ \F• kik e SEE PLANTING DETAIL TP3_ , _ - _ \ \\ x_x_x - _ , _ , \ IN, \ x x=x-x-x-x-x-x-x - x x x xx- 38 SEE PLANTING DETAIL TW I \G \k O E_E EE E E E E 1 Ck� /,� \ \ \ \ \_ 21.6 O� - m \G \w IN " W -W-W I 0 f W W G_G G G G GG G G �� A3 _ I iP5 W 33. �_ G \ \ 42 6,1 G W R�' , 01A I I \ \ 1 I I / ti I �F- 101 Ile _ 'o" e 2f4XO 23• ` 22,1 I 7050 146.2/ - _ 1 / \ iP2 �c�c F \ I \\ � F3zone 6' . \^ I _ c' / Existing Clearing Line PLAN VIEW 0 3� I or Lot Access 471/.5 82 5'± ✓ 6 g'± O I \ NOT TOO SCALE Q I i �0.361 > m - Eo I \ I0o on Soil Te5tin9 PROPOSED LIMIT OF WORK STE .45tOF-O0M (Y�o m O SEE CONSERVATION NOTES 46 oWE�j-IN o _ O \� PLAN I TP, TOF EL=�g m B v J32.0 Existing Aved Swale m PROPOSED LOW POINTI v'o SCALE 1 "=30' \-40 MIL HDPE LINER 3 FOR STORM RUNOFF w I \ ` THIS AREA IS SERVED SEE NOTE 18 �' x I BY TOWN WATER. ONE SAS COVER WITHIN p o 50.8 I G" FINISH GRADE PROPOSED ASPHALT s2 DRIVEWAY WITH I MITIGATION NOTES : CAPE COD BERM, 1 2" So INSPECTION NOTE: S4 S� \ 300'Pond J .) MITIGATION PLANTINGS: PROPOSED SHRUB PLANTINGS SHALL CONSIST OF, HIGHBUSH I �� 6 Setback PRIORTO FINAL INSPECTION BYTHE ENGINEER, SYSTEM BLUEBERRY/VACIMIUM CORYMBOSUM, SWEETPEPPER BUSH/CLETHRA ALNIFOLIA, FLOW P ISO F I LE : NEEDS TO BE COMPLETE INCLUDING BUILDUP FOR COVERS. INK BERRY/ILEX GLABRA OR OTHER SHRUBS FROM THE CAPE COD COOPERATIVE EXT. LIST. 558 1+ 1 SHRUBS SHALL BE 3-5 GALLON SIZE AND SHALL BE PLANTED AROUND INDIGENOUS VEGETATION. m NOT TO SCALE MITIGATION AREAS INCLUDE: 47 SHRUBS AND 4,600 5f±. xis ing Stone Wall I I+ FOUR(4)COVERS WITH 6" FINISH GRADE: TWO(2) SEPTIC TANK 28 .9� Ap ONE(I) DISTRIBUTION BOX t-ONE(I)SAS 2.)VINE MANAGEMENT AREAS: RIVERBANK GRAPE/VITUS RIPARIA SHALL BE CUT AT GROUND \ 42 24" DIED TO WITHIN CRETE COVERS LEVEL AND ALLOW EXISTING VINE TO DEGRADE, VINE MAY BE REMOVED, WITHOUT DAMAGING REVISED PLAN, 1 2/1 6/19: REDUCED VINE MANAGEMENT TO ONE AREA, RAISED TO WITHIN 6"OF FINISH TOP OF FOUNDATION NATIVE TREES AND SHRUBS. ALLOWING THE VINE TO DEGRADE FOR 1-2 YEARS WILL ALLOW I 5,683 SF. GRADE (OR AS NOTED) LESS DAMAGING REMOVALS.THIS STEP IS NOT TO ERADICATE THE VINE BUT SIMPLY MANAGE 5 • EL=49.0± (SEE NOTE#5) AREAS TO ALLOW NATIVE VEGETATION TO REBOUND. AREA 5,863 5f+/-. � I � � Proposed EL= 46.0± Proposed EL=45.2± Proposed EL= 45.0 MAX REVISED PLAN, 12/9/19: ADDED MITIGATION NOTES AREAS, • � /� � / � 3.)AREAS OF HONEYSUCKLEILONICERA JAPONICA, WITHIN THE VINE MANAGEMENT AREA MAY UI 54 o MITIGATION DETAILS AND NOTE REGARDING WETLANDS IN NORTHEAST +I : \\'�\ '� REMOVED, BY MECHANICAL MEANS. DISTURBED AREAS SHALL BE RE VEGETATED WITH NATIVE CORNER OF LOT. �q GRASSES/SHRUBS. CONSERVATION AGENT SHALL REVIEW THIS PORTION OF THE WORK MITIGATION AREA: 2, 100 SF± PROPOSED 40 MIL LINER 43.7+ 36" Proposed WITH THE OWNER/CONTRACTOK PRIOR TO REMOVALS, INCLUDING TYPES OF NATIVE GRASS'S SEE NOTE 17 42.0-+ (9" Min - 36" Max) AND/OR SHRUBS TO BE PLANTED. 21 SHRUBS PROPOSED Marjorie Kroeg e r * John Au st I n s \ SEE NOTE I // MITIGATION AREA: 2,500 SF± PROPOSED 4'x8' OUTSIDE 43.00 42.50 J FILTER FABRIC \ / 26 SHRUBS PROPOSED SHOWER ON DECK 21 MYSTIC LAKE DRIVE, ARLINGTON, MA 02474 10" 4 42.25 41 .25Ln 3/4"- 1-112"STONE O OO / / SEE NOTE I 3" 40 T 2" DROP 41 .57 41 .40 N N x_ O _�.�--�Q _ / Three Large Maple 51TE * SEWAGE D15P05AL SYSTEM DESIGN DREWSTER, MA 0263 1 � xx�c- x-x x x x x x x- Trees, 16 Diameter 0 PAINES CREEK ROAD, GAS BAFFLE 39.25 `-x AY O O O O O With Multi Trunks USE SHOREY PRECAST PROPOSED DRIVEWAY O 0 0 0 J.M. O'REILLY & ASSOCIATES INC. 500 GALLON LEACH CHAMBERS 9 1 \ OO 17- I 3 Longei 5 \ Run WITH 4'OF STONE AROUND \ PLANTING DETAIL: /O LOW Professional Engineering & Land Surveying Services 1 500 GALLON II D13-3 (END VIEW) SEPTIC TANK D-BOX LEACHING CMAMDER NOT TO SCALE 0 30 GO 90 1573 Main Street - Route 6A 33.5'x 12.83'x 2.0' // P.O. Box 1773 SCALE 1 "=30' (508)896-6601 Office Brewster, MA 02631 (508)896-6602 Fax DATE: SCALE: BY: CHECK: JOB NUMBER: - EI-=30.I BOTTOM OF TEST HOLE 7 G:\AAJob5\Au5tin- 8759 - 0 Paines Creek Rd. 13rew5ter\dwg\8759.SD5.dwg 1 1/1 4/1 9 A5 Noted MTF JMO JMO-8759