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Home My WebLink About43 Nickerson Farm Way - Site Plan 3"j. 11 LEGEND 100.0 PROPOSED SPOT ELEVATION 100x0 EXISTING SPOT ELEVATION 100 PROPOSED CONTOUR - 100 EXISTING CONTOUR NO ACCESS EASEMENT 20 FT WIDE 04-305 L' r SEPTIC DESIGN: (GARBAGE DISPOSER IS NOT ALLOWED ) DESIGN FLOW: 5_ BEDROOMS (110 550 GPD) - GPD USE A 550 GPD DESIGN FLOW SEPTIC TANK: 550 GPD (?) = 1100 USE A 1500 GALLON SEPTIC TANK LEACHING: SIDES: N/A _ BOTTOM: 49.65 x 15.75(.74) = 579 TOTAL: 782 S.F. 579 GPD USE 49.65' x 15.75' x 0.5' DEEP LEACH FIELD CONSISTING OF 3 ROWS OF (5) EQUALIZER 24 HD CHAMBERS EACH, WITH 3 STONE AT SIDES A AP-iwFFN ROWS. AND 4 Al ENDS WETLAND 1 1 `-------------- to -----•-- ---to 1 rn FND EOARD OF HEALTH MA APPROVED DATE �/� '[� PROVIDE INSPECTION PORT WITHIN 6' rT�L+crf+ HOLE LOGS U SYSTElY_ PROFILE OF FINISH GRADE 1 LTJ 1 11 LL L - TOP FNDN. AT EL. 30.5'NOT TO SCALE) A.H. OJALA, PE ACCESS COVER TO WITHIN 6' OF FIN. GRADE ti Y ENGINEER: C(ESS ACOVER (WATERTIGHT) TO WR';IN 6' OF FIN. GRADE AMY VON HONE, RS FowNs MINIMUM .75' OF COVER OVER PRECAST f ? 27. SLOPE REQUIRED OVE SYSTEM 28.0 WITNESS: POND 6/25/02 MILL DATE: POND iUN PIPE LEVrL 2' DOUBLE WASHE PEASTON 12" MIN. COVER < 2 MIN/INCH SIR *. 27.90' OR FIRST 2' PERC. RATE 26.92 ROAD 1.°R ZApe PROPOSED 1500 T 1 SOILS P# n' CLASS GALLON SEPTIC 27.45' 27.70' TANK (H 10) GAS 6.70' 26.5' CUS BAFFLE 26.87 2 \__6- CRUSHED STONE OR MECHANICAL �>o25za EI -FV. LEL. in OLD COLONY WA (_7. SLOPE) COMPACTION. (15.221 [21) EQUALIZER 24 HD 5 Q ' 1 0" 4 29.0' 0" 27.0 G4F 0 / DEPTH OF FLOW 4 (� r SLOPE) (_: SLOPE) 3/4" TO 1 1/2" DOUBLE WASHED STONE - A B Ar TEE SIZES: 10"4' LS LS R01p SAN INLET DEPTH = 7.5' " 10YR 3/2 OUTLET DEPTH = 14" 6 B - 10YR 5/6 22, LEACHING LS 36 24.0' LOCUS -MAP FOUNDATION-- 10 -- SEPTIC TANK 58 D' BOX FACILITY SCALE 1 2083' TH 1 BOTT. Cl EL. 22.0' 30" 10YR 5/6 26.5' USE ADJ. WAtER AT EL. 18.5' Cl I C ASSESSORS MAP 118 PARCEL PERC LS ZONING DISTRICT: R-40 2.5Y 6/4 MS 22.0' YARD SETBACKS: 84" FRONT = 30' 2.5Y 5/6 SIDE = 20' C2 REAR = 20' SL FLOOD ZONE: C 2.5Y 5/4 GROUNDWATER ADJ. DATA: WELL: AIW 247 ZONE: B 192" OBS WATER 13.0' 126" 16.5 ADJ: 5.5' N W i NOTE: FOUNDATION DRAINS MAY NOTES: BE REQUIRED 1. DATUM IS ASSUMED 2. MUNICIPAL WATER IS AVAILABLE -`i'- 3 MINIMUM PIPE PITCH TO BE 1/8" PER FOOT. WETLAND I� EP - CODE o 30 LOT 4 UPLA - 56,801 SFt 1.30 ACt FTI AND - 5,564 SFf 0.13 ACt AL - 6 65 SFt 1.43 ACt e I' 10D• N 419 Lop i LJFVOP., 43 PROP. DWELL } TOP FNDN 30.5' PROP. -� GARAGE 2 le � 5' REMOVAL OF UNSUITABLE SOIL REQUIRED AROUND PERIMETER OF LEACIIING FACILITY; DOWN TO SUITABLE KOIL LAYER- REP CE WITH CLEAT MED. SAND. w -_ - 66.3- 27 PROP. LIGHT POST�..,� w� -- PROP DR UNCONSTRUCTED APPROVED ROAD _ 1 RESERVE / I L TH6 f 1 ® 26 i i / 3 N 4.19' /tib. I I 75 ry Q LL Z BENCHMARK: USE MAG NAIL 0 SET AT ELEVATION 25.4' Ljj v _U Z DRAINAGE �N 4. DESIGN LOADING FOR ALL PRECAST UNITS TO BE AASHO H- 10 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. 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,SHALLRE RESPONSIBLF ,FOR VERIPYINO_THE.._ -- .a _rt7CAIlfIT1"L7t i1LL CJiJDERROUidD �c 6VERH_AD UTI,rico PRIOR TO COMMENCEMENT OF WORK. 1 ]._G(3TTERS AND DOWNSPOUTS TO BE DIRECTED TO DRYWELLS - OR DRIPLINES TO STONE TRENCHES. 12. REFERENCE ORDER OF CONDITIONS SE 83-1641 FOR ROAD AND WETLAND -APPROVAL TITLE 5 SITE PLAN OF 43 NICKERSON FARM WAY IN THE TOWN OF: (SOUTH) YARMOUTH PREPARED FOR: DARREN & TINA MEYER 20 0 20 40 60 SCALE: 1" = 20' DATE: OCTOBER 14, 2004 - REV 11/6/04 (WLL) k: LLLLA ��h OF ��`Ztt OF I�S�C ARN� 4p2 ARNE H. y CJA� OJALA N ANO, ease* � 307 �0�4. ✓I/�-L- ' 0✓ SfC L.S. DATE 0 d G DD mf 506-362-4541 FEB I 2��8 fat 506 362-9680 HEALTH DEPT. down Cape engineering, Inc. CIVIL ENGINEERS LAND SURVEYORS FUST Ca; TO TOWN MAN15 af`fD PFGU 939 main st. yarmouth, ma 02675 • WAf OEPf DATE i ! ,O r i ! ! L I , 1,1 �/� '[� PROVIDE INSPECTION PORT WITHIN 6' rT�L+crf+ HOLE LOGS U SYSTElY_ PROFILE OF FINISH GRADE 1 LTJ 1 11 LL L - TOP FNDN. AT EL. 30.5'NOT TO SCALE) A.H. OJALA, PE ACCESS COVER TO WITHIN 6' OF FIN. GRADE ti Y ENGINEER: C(ESS ACOVER (WATERTIGHT) TO WR';IN 6' OF FIN. GRADE AMY VON HONE, RS FowNs MINIMUM .75' OF COVER OVER PRECAST f ? 27. SLOPE REQUIRED OVE SYSTEM 28.0 WITNESS: POND 6/25/02 MILL DATE: POND iUN PIPE LEVrL 2' DOUBLE WASHE PEASTON 12" MIN. COVER < 2 MIN/INCH SIR *. 27.90' OR FIRST 2' PERC. RATE 26.92 ROAD 1.°R ZApe PROPOSED 1500 T 1 SOILS P# n' CLASS GALLON SEPTIC 27.45' 27.70' TANK (H 10) GAS 6.70' 26.5' CUS BAFFLE 26.87 2 \__6- CRUSHED STONE OR MECHANICAL �>o25za EI -FV. LEL. in OLD COLONY WA (_7. SLOPE) COMPACTION. (15.221 [21) EQUALIZER 24 HD 5 Q ' 1 0" 4 29.0' 0" 27.0 G4F 0 / DEPTH OF FLOW 4 (� r SLOPE) (_: SLOPE) 3/4" TO 1 1/2" DOUBLE WASHED STONE - A B Ar TEE SIZES: 10"4' LS LS R01p SAN INLET DEPTH = 7.5' " 10YR 3/2 OUTLET DEPTH = 14" 6 B - 10YR 5/6 22, LEACHING LS 36 24.0' LOCUS -MAP FOUNDATION-- 10 -- SEPTIC TANK 58 D' BOX FACILITY SCALE 1 2083' TH 1 BOTT. Cl EL. 22.0' 30" 10YR 5/6 26.5' USE ADJ. WAtER AT EL. 18.5' Cl I C ASSESSORS MAP 118 PARCEL PERC LS ZONING DISTRICT: R-40 2.5Y 6/4 MS 22.0' YARD SETBACKS: 84" FRONT = 30' 2.5Y 5/6 SIDE = 20' C2 REAR = 20' SL FLOOD ZONE: C 2.5Y 5/4 GROUNDWATER ADJ. DATA: WELL: AIW 247 ZONE: B 192" OBS WATER 13.0' 126" 16.5 ADJ: 5.5' N W i NOTE: FOUNDATION DRAINS MAY NOTES: BE REQUIRED 1. DATUM IS ASSUMED 2. MUNICIPAL WATER IS AVAILABLE -`i'- 3 MINIMUM PIPE PITCH TO BE 1/8" PER FOOT. WETLAND I� EP - CODE o 30 LOT 4 UPLA - 56,801 SFt 1.30 ACt FTI AND - 5,564 SFf 0.13 ACt AL - 6 65 SFt 1.43 ACt e I' 10D• N 419 Lop i LJFVOP., 43 PROP. DWELL } TOP FNDN 30.5' PROP. -� GARAGE 2 le � 5' REMOVAL OF UNSUITABLE SOIL REQUIRED AROUND PERIMETER OF LEACIIING FACILITY; DOWN TO SUITABLE KOIL LAYER- REP CE WITH CLEAT MED. SAND. w -_ - 66.3- 27 PROP. LIGHT POST�..,� w� -- PROP DR UNCONSTRUCTED APPROVED ROAD _ 1 RESERVE / I L TH6 f 1 ® 26 i i / 3 N 4.19' /tib. I I 75 ry Q LL Z BENCHMARK: USE MAG NAIL 0 SET AT ELEVATION 25.4' Ljj v _U Z DRAINAGE �N 4. DESIGN LOADING FOR ALL PRECAST UNITS TO BE AASHO H- 10 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. 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,SHALLRE RESPONSIBLF ,FOR VERIPYINO_THE.._ -- .a _rt7CAIlfIT1"L7t i1LL CJiJDERROUidD �c 6VERH_AD UTI,rico PRIOR TO COMMENCEMENT OF WORK. 1 ]._G(3TTERS AND DOWNSPOUTS TO BE DIRECTED TO DRYWELLS - OR DRIPLINES TO STONE TRENCHES. 12. REFERENCE ORDER OF CONDITIONS SE 83-1641 FOR ROAD AND WETLAND -APPROVAL TITLE 5 SITE PLAN OF 43 NICKERSON FARM WAY IN THE TOWN OF: (SOUTH) YARMOUTH PREPARED FOR: DARREN & TINA MEYER 20 0 20 40 60 SCALE: 1" = 20' DATE: OCTOBER 14, 2004 - REV 11/6/04 (WLL) k: LLLLA ��h OF ��`Ztt OF I�S�C ARN� 4p2 ARNE H. y CJA� OJALA N ANO, ease* � 307 �0�4. ✓I/�-L- ' 0✓ SfC L.S. DATE 0 d G DD mf 506-362-4541 FEB I 2��8 fat 506 362-9680 HEALTH DEPT. down Cape engineering, Inc. CIVIL ENGINEERS LAND SURVEYORS FUST Ca; TO TOWN MAN15 af`fD PFGU 939 main st. yarmouth, ma 02675 • WAf OEPf DATE