The URL can be used to link to this page

Home My WebLink About8-A012LEGEND 100.0 PROPOSED SPOT ELEVATION 100x0 EXISTING SPOT ELEVATION 0-100---o PROPOSED CONTOUR 100 EXISTING CONTOUR -w-PROPOSED WATER SERVICE c PROPOSED NATURAL GAS SERVICE CATV PROPOSED CABLE SERVICE T&E PROPOSED TELEPHONE AND ELECTRIC SERVICE AD PROPOSED AREA DRAIN gP PROPOSED BACKWASH PIT PROPOSED LAMP BENCHMARK: HYDRANT TAG BOLT 1008 EL= 70.76' TOWN OF YARMOUTH HEALTH REGULATION 3.7 - FOUNDATIONS OF DWELLINGS SHALL NOT BE LESS THAN TWO FEET ABOVE THE HIGHEST POINT IN THE ROAD: FROM 2' ABOVE TO 2.04' BELOW (4.04') � / G P' / dl //G IGH POINT IN ROAD Q 70.04' / V �V r1V / /� G I + LOT SIZE 40,000 S.F. MIN. LOT FRONTAGE 150' SHAPE FACTOR 22 MIN. FRONT SETBACK 30' MIN. SIDE SETBACK 20' MIN. REAR SETBACK 20' + BUILDING HEIGHT 35' MAX. i NOT + I+ + + + •I + I F + +/ ...-........+ THINNED TREES + + P# B K LAH ELEV. REA p" 62.7' + w + + + + yp c\ w +l / t& nr.INL)ED - f\r&f \G\ �T&f TEL RISERS �70 T&f ELEC METER ALL GATES TO OPEN OUTWARD AND BE SELF-CLOSING WITH LATCH ON INSIDE. SOLID WOOD FENCE AS PER BUILDING CODE. DOORS TO BE ALARMED. P, SWALE LAWN CATV l ZONING SUMMARY ZONING DISTRICT. R-40 DISTRICT MIN. LOT SIZE 40,000 S.F. MIN. LOT FRONTAGE 150' SHAPE FACTOR 22 MIN. FRONT SETBACK 30' MIN. SIDE SETBACK 20' MIN. REAR SETBACK 20' MAX. BUILDING HEIGHT 35' MAX. BUILDING COVERAGE NOT TO EXCEED 257 PROPOSED: 9.77 PROVIDE VENT WITH CHARCOAL FILTER AND BUGSCREEN (FINAL PLACEMENT WITH HOMEOWNER CONSULTATION) C - I �e PROpOseo p00 ?� G *THE INSTALLER SHALL VERIFY THE \ -- LOCATIONS OF ALL UTILITIES AND ALL �� . GA \ BUILDING SEWER OUTLETS AND ELEVATIONS PRIOR TO INSTALLING ANY PORTION OF s J SEPTIC SYSTEM 0 SYSTEM PROFILE TOP FNDN. AT EL. 68.0' NOT TO SCALE) ACCESS COVERS TO WITHIN 6" OF FIN. GRADE ACCESS COVER (WATERTIGHT) TO ACCESS COVER TO WITHIN 3" OF FIN. GRADE /F66_.5_7± MINIMUM .75' OF COVER OVER PRECAST F WITHIN 6" OF FIN. GRADE 2% SLOPE REQUIRED OVER SYSTEM 65.0'± 2" DOUBLE WASHED PEASTONE (SEE VENT NOTE ON PLAN) RUN PIPE LEVEL OR GEOTDMLE FABRIC *62.58'FOR FIRST 2' PROPOSED 1500 - GALLON SEPTIC 62.05 \ 62'30 TANK (H- 20) 6" SUMP 62.0 BAFFLE 61.5' oo� fi 1.33' 0 0 0 a0 m C:I =1 ALL SYSTEM COMPONENTS SHALL BE 0 61.0' = 0 0 0 0 0 00 0 o MARKED WITH MAGNETIC TAPE OR 6 CRUSHED STONE OR MECHANICAL \ El =01=1 0 0 0 0 0 COMPARABLE MEANS FOR FUTURE LOCATION. DEPTH OF FLOW = 4' H-10 SEPTIC TANK COMPACTION. (15.221 [21) $ 2' J�j0 0 O 0 0 0 O O O 59.0' TEE SIZES: INLET DEPTH = 1 H-20 DBOX 3/4" TO 1 1/2" DOUBLE WASHED STONE OUTLET DEPTH = 14_ (4) H-20 500 GALLON CHAMBERS (_L.5% SLOPE) (_L% % SLOPE) (-J-% SLOPE) 11 - SEPTIC TANK 55DBOX 35' LEACHING 6.3' ' FOUNDATION- ' ' FACILITY N / EA } PROPOSED TREE UNE k p� BOTTOM TH-2 EL. 52.7' DCE ##07-049 LOT 17 49,593 SFf d - fj UNDISTURBED PROPOSED POOL FILTER SHED (80 S.F.) /67 NOTES 1. DATUM IS APPROXIMATE NGVD 2. MUNICIPAL WATER IS AVAILABLE 3. MINIMUM .PIPE PITCH TO BE 1/8" PER FOOT. 4. DESIGN LOADING FOR PROPOSED PRECAST DBOX & LEACH CHAMBERS TO BE AASHO H-20, SEPTIC TANK TO BE H-20. 5. PIPE JOINTS TO BE MADE WATERTIGHT. 6. CONSTRUCTION DETAILS TO BE IN ACCORDANCE WITH MASS. ENVIRONMENTAL CODE TITLE V. 7. THIS PLAN IS FOR PROPOSED WORK ONLY AND NOT TO BE USED FOR LOT LINE STAKING OR ANY OTHER PURPOSE. 8. PIPE FOR SEPTIC SYSTEM TO SCH. 40-4" PVC. 9. COMPONENTS NOT TO BE BACKFILLED OR CONCEALED WITHOUT INSPECTION BY BOARD OF HEALTH AND PERMISSION OBTAINED FROM BOARD OF HEALTH. 10. CONTRACTOR SHALL BE RESPONSIBLE FOR CALLING DIGSAFE (1-888-344-7233) AND VERIFYING THE LOCATION OF ALL UNDERGROUND & OVERHEAD UTILITIES PRIOR TO COMMENCEMENT OF WORK. 11. ANY UNSUITABLE MATERIAL ENCOUNTERED SHALL BE REMOVED 5' BENEATH AND AROUND THE PROPOSED LEACHING FACILITY. 12. COORDINATE ALL UTILITY INSTALLATION WITH PERMITTING AUTHORITIES AND APPROPRIATE VENDORS. SYSTEM DESIGN: GARBAGE DISPOSER IS NOT ALLOWED DESIGN FLOW. 5 BEDROOMS ® 110 GPD = 550 GPD USE A 550 GPD DESIGN FLOW SEPTIC TANK: 550 GPD (2) = 1100 USE A 1500 GAL. SEPTIC TANK LEACHING: SIDES: 2 (42 + 12.83) 2 (.74) = 162 GPD BOTTOM 42 x 12.83 (.74) = 398 GPD TOTAL: 756 S.F: 560 GPD USE (4) H-20 500 GAL. LEACHING CHAMBERS (ACME OR EQUAL) WITH 4 STONE ALL AROUND APPROVED , MA DATE BOARD OF HEALTH LOCUS MAP SCALE: 1" = 2,000'± ? m ASSESSORS MAP 112 PARCEL 48 1 t II) � TEST HOLE I I `- a y ENGINEER: A. H. OJALA, PE LOCUS MAP SCALE: 1" = 2,000'± ? m ASSESSORS MAP 112 PARCEL 48 1 LOCUS IS NOT WITHIN APD (ZONE II) i^r1 TEST HOLE LOGS `- a y ENGINEER: A. H. OJALA, PE 0 WITNESS: PHIL RENAUD, YBOH DATE: MARCH 29, 2007 PERC. RATE _ < 2 MIN/INCH CLASS I SOILS P# ELEV. ELEV. p" 63.5' p" 62.7' O/A O/A [10YR 10YR 3/3 3/3 3" 3 E E FS FS 10YR 7/1 10YR 7/1 4" 4" B B LS LS 14" 10YR 4/4 62.3' 14" 10YR 4/4 61.5' C C PERC MCS MCS 120" 10YR 6/6 53.5' 120" 10YR 6/6 52.7' ►NZe1 ZilII�b15�/rl��[dilll��l��X� DATE DANIEL A. OJALA, P.E., P.L.S. [a]➢ 23 CARRIAGE LANE YARMOUTH (PORT), MA PREPARED FOR PETER TROUTMAN DATE: JANUARY 23, 2008 REV. DATE: JANUARY 28, 2008 (SHE , Scale:1 "= 20' 0 10 20 30 40 50 FEETT RECEIVED JANJAN 3� YARMOUTri _ .�r_� HIGf-iVVA JAN 3 0 2008 1� YARMOUTH off 508-362-4541 �� D ' OLD KING'S HIGHWAY fax 508 362-9880 down cope engineering, Inc. Cl VIL ENGINEERS LAND SURVEYORS 939 Moir? Street - YARMOU THPOR T, MASS. 07-049 TROUTMAN.DWG (DDF) ? m rn rn w 1 i^r1 `- a y 0 TITLE 5 SITE PLAN DATE DANIEL A. OJALA, P.E., P.L.S. [a]➢ 23 CARRIAGE LANE YARMOUTH (PORT), MA PREPARED FOR PETER TROUTMAN DATE: JANUARY 23, 2008 REV. DATE: JANUARY 28, 2008 (SHE , Scale:1 "= 20' 0 10 20 30 40 50 FEETT RECEIVED JANJAN 3� YARMOUTri _ .�r_� HIGf-iVVA JAN 3 0 2008 1� YARMOUTH off 508-362-4541 �� D ' OLD KING'S HIGHWAY fax 508 362-9880 down cope engineering, Inc. Cl VIL ENGINEERS LAND SURVEYORS 939 Moir? Street - YARMOU THPOR T, MASS. 07-049 TROUTMAN.DWG (DDF)