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Home My WebLink About23 Carriage Lane - Site PlanLEGEND MIN. LOT SIZE 100.0 PROPOSED SPOT ELEVATION 100x0 EXISTING SPOT ELEVATION _68 PROPOSED CONTOUR - 68 - - EXISTING CONTOUR 0 0000 w PROPOSED WATER SERVICE —G—PROPOSED 0 0 ED 0 0 0 NATURAL GAS SERVICE —CATV—PROPOSED TO CABLE SERVICE 1/2" DOUBLE WASHED PROPOSED TELEPHONE AND ELECTRIC SERVICE T&E AD PROPOSED AREA DRAIN gp PROPOSED BACKWASH PIT PROPOSED LAMP BENCHMARK: HYDRANT TAG BOLT 1008 EL= 70.76 *THE INSTALLER SHALL VERIFY THE LOCATIONS OF ALL UTILITIES AND ALL BUILDING SEWER OUTLETS AND ELEVATIONS PRIOR TO INSTALLING ANY PORTION OF SEPTIC SYSTEM TOP FNDN. AT EL. 68.0' *62.58' 62.16' VARIANCES 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') ALL GATES TO OPEN OUTWARD AND BE SELF-CLOSING WITH LATCH ON INSIDE. SOLID WOOD FENCE AS PER S BUILDING CODE. DOORS TO BE ALARMED. SYSTEM PROFILE ACCESS COVERS TO WITHIN 6" OF FIN. GRADE (NOT TO SCALE) ACCESS COVER (WATERTIGHT) TO d5 ± MINIMUM .75' OF COVER OVER PRECAST WITHIN 6' OF FIN. GRADE RUN PIPE LEVEL FOR FIRST 2' 0 61.36'6- CRUSHED ON DEPTH OF FLOW = 4' H-10 SEPTIC TANK ,-COMPACTION. (15.2210[2],ECHANICAL TEE SIZES: INLET DEPTH = 10„ H-20 OB OUTLET DEPTH 14" (3_2 % SLOPE) FOUNDATION— 13' — SEPTIC TANK DCE #07-049 (_L% % SLOPE) - 55' - 0,(� C�9 ACCESS COVER TO WITHIN 3" OF FIN. GRADE 2% SLOPE REQUIRED OVER SYSTEM 65.0'± 2' DOUBLE WASHED PEASTONE / OR GEOTEXTILE FABRIC �0000 MIN. LOT SIZE v 000a CATV 61.0' 0000 RISER O 0000 0 MIN. 0000 30' 0 0000 SIDE SETBACK 2' O C7 0 0 ED 0 0 0 0 3/4" TO 1 1/2" DOUBLE WASHED STONE NOT (4) H-20 500 GALLON CHAMBERS PROPOSED: 9.7% (-J-% SLOPE) - D' BOX 21 LEACHING FACILITY ZONING SUMMARY ZONING DISTRICT: R-40 DISTRICT MIN. LOT SIZE 40,000 S.F. CATV RISER J// TEL RISER FACTOR / _dam, 1' MIN. FRONT SETBACK 30' MIN. SIDE SETBACK 20' I 1 � REAR SETBACK 20' MAX. I 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 25% PROPOSED: 9.7% PROVIDE VENT WITH CHARCOAL FILTER AND BUGSCREEN (FINAL PLACEMENT WITH HOMEOWNER CONSULTATION) \ 1 knu aa-.) _ (SEE VENT NOTE ON PLAN) \\ \ ALL SYSTEM COMPONENTS SHALL BE MARKED WITH MAGNETIC TAPE OR COMPARABLE MEANS FOR FUTURE LOCATION. 6.3' BOTTOM TH-2 EL. 52.7' N n d - -64- - 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 0 110 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 3� l a/0 DATE DATE BOARD OF HEALTH MA DANIEL A. OJALA, P.E., P.L.S. LOCUS MAP SCALE: 1" = 2,000'± ASSESSORS MAP 112 PARCEL 48 LOCUS IS NOT WITHIN APD (ZONE II) TEST HOLE LOGS ENGINEER: A. H. OJALA, PE WITNESS: PHIL RENAUD, YBOH DATE: MARCH 29, 2007 PERC. RATE _ < 2 MIN/INCH CLASS I SOILS P# ELEV. ELEV. 0" 63.5 011 62_7' 0/A 0/A 1OYR 3/3 1OYR 3/3 3„ 3" E E FS FS 4" tOYR 7/1 1OYR 7/1 4" B B LS LS 14" 1OYR 4/4 62.3' 14" 1OYR 4/4 61.5' PERC C C MCS MCS 120" 10YR 6/6 10YR 6/6 11 53_5' 120" 52_7' NO GROUNDWATER ENCOUNTERED • 23 CARRIAGE LANE YARMOUTH (PORT), MA PREPARED FOR PETER TROUTMAN DATE: JANUARY 23, 2008 REV. DATE: JANUARY 28, 2008 (SHED, D.W.) REV. DATE: MARCH 14, 2008 (MOVE HOUSE, SEPTIC) REV. DATE: MARCH 18, 2008 (MOVE HOUSE) Scale:1 "= 20' 10 20 30 40 50 FEET 3 D� off 508-362-4541 fax 508 362-9880 do wn cape en gin eerin g, in c. Cl VIZ- ENGINEERS LAND SURVEYORS 939 Main Street — YARMOUTHPORT, MASS. 07-049 TROUTMAN:DWG (DDF) t I II' LOCUS MAP SCALE: 1" = 2,000'± ASSESSORS MAP 112 PARCEL 48 LOCUS IS NOT WITHIN APD (ZONE II) TEST HOLE LOGS ENGINEER: A. H. OJALA, PE WITNESS: PHIL RENAUD, YBOH DATE: MARCH 29, 2007 PERC. RATE _ < 2 MIN/INCH CLASS I SOILS P# ELEV. ELEV. 0" 63.5 011 62_7' 0/A 0/A 1OYR 3/3 1OYR 3/3 3„ 3" E E FS FS 4" tOYR 7/1 1OYR 7/1 4" B B LS LS 14" 1OYR 4/4 62.3' 14" 1OYR 4/4 61.5' PERC C C MCS MCS 120" 10YR 6/6 10YR 6/6 11 53_5' 120" 52_7' NO GROUNDWATER ENCOUNTERED • 23 CARRIAGE LANE YARMOUTH (PORT), MA PREPARED FOR PETER TROUTMAN DATE: JANUARY 23, 2008 REV. DATE: JANUARY 28, 2008 (SHED, D.W.) REV. DATE: MARCH 14, 2008 (MOVE HOUSE, SEPTIC) REV. DATE: MARCH 18, 2008 (MOVE HOUSE) Scale:1 "= 20' 10 20 30 40 50 FEET 3 D� off 508-362-4541 fax 508 362-9880 do wn cape en gin eerin g, in c. Cl VIZ- ENGINEERS LAND SURVEYORS 939 Main Street — YARMOUTHPORT, MASS. 07-049 TROUTMAN:DWG (DDF)