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Home My WebLink AboutEngineered Plan - Rev. 2016PARCEL LOCATION6 570 SF) ASSESSORS MAP: 19 PARCEL: 103 PLAN BOOK: 284, PAGE: 99 E oon■ ! ..i All 4 111-91 SEPTIC SYSTEM DESIGN FLOW ESTIMATE: 4 BEDROOMS AT 110 GAL / DAY = 440 GAL / DAY SEPTIC TANK: 440 GAL / DAY x 2 DAYS = 880 GAL USE 1500 GALLON SEPTIC TANK LEACHING AREA: USE 32 INFILTRATOR QUICK 4 STANDARD CAPACITY CHAMBERS AS SHOWN (18' x 24'x 8" DEEP) SIDE AREA: NA (0.74) = NA GAL/DAY BOTTOM AREA: 4'x 32 UNITS x 4.7 = 602 SF (0.74) = 445 GAL/DAY CAPACITY = 445 GAL/DAY REQUIRED VARIANCES FROM TITLE FIVE: 1. SECTION 15.212: LEACH AREA TO BE LESS THAN V ABOVE GROUND WATER (VARIANCE OF 1.0'). 2. SECTION 15.211 (1): LEACH AREA TO BE LESS THAN 20' FROM CELLAR WALL (VARIANCE OF 10'). 3. SECTION 15.211 (1): SEPTIC TANK TO BE LESS THAN 10' FROM CELLAR WALL (VARIANCE OF 3'). --9j BENCHMARK AT RIGHT CORNER OF �\ / BOTTOM GRANITE STEP ELEVATION = 9 91 SEPTIC SYSTEM SECTION 10.16 COVERS WITHIN a TOP OF OF FINISHED GR FOUNDATION�� ELEV. a (EXISTING) 7.16 1500 GAL ELEV. 7.41 SEPTIC TANK ELEV. 3' MAX. COVER (V MIN) 6.98 6.81 ELEV. ELEV. D -BOX (6" OF STONE UNDER) new lumbin to ELEV. TEE SIZES: p 9 INLET: 6" UP, 13" DOWN GAS BAFFLE exit dwelling at OUTLET: 6" UP, 14" DOWN AT OUTLET TEE same elev. of 7.5 6" OF STONE UNDER OR ECHANICALLY COMPACTED) BED ROOM BATH BED ROOM 2nd FLOOR BED BED ROOM I ROOM bh l80�LL- ? ` g LIVING 9 \�( StOokade Fence `\`` ROOM 40 MIL POLY LINER , EkjS / \ 37'x T DEEP / 4 gFb lNG /. 2 9 TOP OF LINER = 7.0 / / D RO wdy • - BOTTOM ELEVATION = 4.0 / top fnaONGM � \ flolt'�rffusos `i i ��• 16 bb � /.' 14? sh �u DE � �K Vim/ a,� neW N C lyrot r / S m dwleml; a to r v r °' vv of Pertti:it' valid for RYPAill OF SEPTIC SVS'I-P' ' 4a �' f3, ' ^ G rrr 1 QNLV., due to State and Local septic variani:eh. ARAG� _Board of llcalth review and approval is requirul 60r 8" 1p/ne 9 j any futrire additions/renovations/alterations to m i Save ST PAVE sewage facilities and/or structures/dwelling. s / Ya`rrtouth 1'letilth Uep�artinent Saves co �uv9 O*� 8 Pin � � � o Savee-(L/'W- -- --_ -� - �.8L Name Date / J ------ "Edge p emen-�- ORE DRIVE SOUTH SH M16-17 BATH DECK KITCHEN I SUN ROOM 1st FLOOR EXISTING FLOOR PLAN a�'��SN OFMgss '�'wa 9C TERRY y°s o ANN WARNER No. 38721 INSPECTION PORT /-- ELEV.= 7.0 6.67 tIII.11.11°II°II°II°II.11.11.11.11.11.11°11.11.1111 6.0 ELEV. ELEV. 18'x 24' USE 32 INFILTRATOR QUICK 4 4' STANDARD CAPACITY CHAMBERS AS SHOWN (18' x 24'x 8" DEEP) ADJUSTED GROUND WATER ELEVATION = 2.0 TEST HOLE LOGS 28" KEY: N FILL EXISTING CONTOUR: - - - - rn O/A HORIZON PROPOSED CONTOUR: ••-•--------- �G WITNESS: AMY VON HONE, R.S.LOAMY 32" EXISTING SPOT ELEVATION: 25.5 rn 70 PROPOSED SPOT ELEVATION: 25.5 DATE: 5-26-16 A TEST HOLE: m LOAMY SAND 10YR 5/8 UTILITY PO EE: -O- C HORIZON gN0��0 S FENCE HYDRANT: /N f LOCUS RETAINING WALL: PARCEL LOCATION6 570 SF) ASSESSORS MAP: 19 PARCEL: 103 PLAN BOOK: 284, PAGE: 99 E oon■ ! ..i All 4 111-91 SEPTIC SYSTEM DESIGN FLOW ESTIMATE: 4 BEDROOMS AT 110 GAL / DAY = 440 GAL / DAY SEPTIC TANK: 440 GAL / DAY x 2 DAYS = 880 GAL USE 1500 GALLON SEPTIC TANK LEACHING AREA: USE 32 INFILTRATOR QUICK 4 STANDARD CAPACITY CHAMBERS AS SHOWN (18' x 24'x 8" DEEP) SIDE AREA: NA (0.74) = NA GAL/DAY BOTTOM AREA: 4'x 32 UNITS x 4.7 = 602 SF (0.74) = 445 GAL/DAY CAPACITY = 445 GAL/DAY REQUIRED VARIANCES FROM TITLE FIVE: 1. SECTION 15.212: LEACH AREA TO BE LESS THAN V ABOVE GROUND WATER (VARIANCE OF 1.0'). 2. SECTION 15.211 (1): LEACH AREA TO BE LESS THAN 20' FROM CELLAR WALL (VARIANCE OF 10'). 3. SECTION 15.211 (1): SEPTIC TANK TO BE LESS THAN 10' FROM CELLAR WALL (VARIANCE OF 3'). --9j BENCHMARK AT RIGHT CORNER OF �\ / BOTTOM GRANITE STEP ELEVATION = 9 91 SEPTIC SYSTEM SECTION 10.16 COVERS WITHIN a TOP OF OF FINISHED GR FOUNDATION�� ELEV. a (EXISTING) 7.16 1500 GAL ELEV. 7.41 SEPTIC TANK ELEV. 3' MAX. COVER (V MIN) 6.98 6.81 ELEV. ELEV. D -BOX (6" OF STONE UNDER) new lumbin to ELEV. TEE SIZES: p 9 INLET: 6" UP, 13" DOWN GAS BAFFLE exit dwelling at OUTLET: 6" UP, 14" DOWN AT OUTLET TEE same elev. of 7.5 6" OF STONE UNDER OR ECHANICALLY COMPACTED) BED ROOM BATH BED ROOM 2nd FLOOR BED BED ROOM I ROOM bh l80�LL- ? ` g LIVING 9 \�( StOokade Fence `\`` ROOM 40 MIL POLY LINER , EkjS / \ 37'x T DEEP / 4 gFb lNG /. 2 9 TOP OF LINER = 7.0 / / D RO wdy • - BOTTOM ELEVATION = 4.0 / top fnaONGM � \ flolt'�rffusos `i i ��• 16 bb � /.' 14? sh �u DE � �K Vim/ a,� neW N C lyrot r / S m dwleml; a to r v r °' vv of Pertti:it' valid for RYPAill OF SEPTIC SVS'I-P' ' 4a �' f3, ' ^ G rrr 1 QNLV., due to State and Local septic variani:eh. ARAG� _Board of llcalth review and approval is requirul 60r 8" 1p/ne 9 j any futrire additions/renovations/alterations to m i Save ST PAVE sewage facilities and/or structures/dwelling. s / Ya`rrtouth 1'letilth Uep�artinent Saves co �uv9 O*� 8 Pin � � � o Savee-(L/'W- -- --_ -� - �.8L Name Date / J ------ "Edge p emen-�- ORE DRIVE SOUTH SH M16-17 BATH DECK KITCHEN I SUN ROOM 1st FLOOR EXISTING FLOOR PLAN a�'��SN OFMgss '�'wa 9C TERRY y°s o ANN WARNER No. 38721 INSPECTION PORT /-- ELEV.= 7.0 6.67 tIII.11.11°II°II°II°II.11.11.11.11.11.11°11.11.1111 6.0 ELEV. ELEV. 18'x 24' USE 32 INFILTRATOR QUICK 4 4' STANDARD CAPACITY CHAMBERS AS SHOWN (18' x 24'x 8" DEEP) ADJUSTED GROUND WATER ELEVATION = 2.0 J. LOCATION: 4 BRIAR CIR., S. YARMOUTH,MA PREPARED FOR: DATE: 5-31-16 PETER MAINE REVISED: 9-15-16 (POLY LINER) SCALE: I"= 20' NlBASS RIVER ENGINEERING P E P.O. BOX 1163, EAST DENNIS, MA 02641 508-364-9048 TEST HOLE LOGS 28" TH-1 9.0 ELEV. FILL ENGINEER: THOMAS McLELLAN, P.E. O/A HORIZON WITNESS: AMY VON HONE, R.S.LOAMY 32" SAND 10YR 3/1 6.3 B HORIZON DATE: 5-26-16 PERCOLATION RATE: < 2 MIN/IN 48" LOAMY SAND 10YR 5/8 5.0 C HORIZON USGS GROUND WATER ADJUSTMENT: MEDIUM SAND 2.5Y 7/4 WELL: MIW-29, ZONE: A, ADJUSTMENT (APRIL): 1.0' 96,E ADJUSTED GROUND WATER ELEV.= 2.0 OBSERVED 1.0 132"1 GROUNDWATER -2.0 NOTES: 1. VERTICAL DATUM: NAVD88 2. MUNICAPAL WATER IS AVAILABLE. 3. SCHEDULE 40 - 4" PVC PIPE TO BE USED THROUGHOUT SEPTIC SYSTEM. 4. ALL PRECAST UNITS SUBJECT TO TRAFFIC LOADS TO CONFORM WITH AASHTO H-20 SPECIFICATIONS. 5. PIPE PITCH = 1/8" PER FOOT (UNLESS NOTED OTHERWISE). 6. FIRST 2' OF PIPE OUT OF D -BOX TO BE SET LEVEL. 7. THE SEPTIC SYSTEM HAS NOT BEEN DESIGNED TO ACCOMODATE THE USE OF A GARBAGE DISPOSAL. GARAGE 8. ALL CONSTRUCTION DETAILS ARE TO BE IN CONFORMANCE WITH THE STATE OF MASS. ENVIRONMENTAL CODE (TITLE FIVE) AND LOCAL HEALTH REGULATIONS. 9. CONTRACTOR TO VERIFY LOCATIONS OF ALL UTILITIES PRIOR TO CONSTRUCTION. 10. GROUND COVER OVER ALL SEPTIC SYSTEM COMPONENTS NOT TO EXCEED 31. 11. FIELD SURVEY PROVIDED BY TERRY A. WARNER, P.L.S., HARWICH, MA. 12. THIS PLAN REQUIRES THE REVIEW AND APPROVAL OF ONE OR MORE TOWN DEPARTMENTS AND IS SUBJECT TO CHANGE UNTIL SUCH TIME. 13. EXISTING SEPTIC TANK IS TO BE PUMPED AND FILLED WITH SAND OR REMOVED. EXISTING FLOWDIFFUSORS ARE TO BE ABANDONED. 14. D -BOX TO BE WATER TESTED TO ENSURE LEVELNESS AND EQUAL FLOW. 15. ALL UNSUITABLE SOIL, (A HORIZON, APPROX. 32" DEEP AT TH-1) WITHIN 5' OF PROPOSED LEACH AREA IS TO BE REMOVED AND REPLACED WITH CLEAN MEDIUM SAND. THERE WAS NO FILL MATERIAL FOUND IN PERC HOLE, 10' WEST OF TEST HOLE, THEREFORE, REMOVAL OF A HORIZON MAY NOT BE NECESSARY OVER TOTAL AREA OF PROPOSED LEACHING. 16. PLUMBING CHANGES TO BE CONFIRMED PRIOR TO CONSTRUCTION. 17. THE SOLE PURPOSE OF THIS PLAN IS FOR THE CONSTRUCTION OF THE SEPTIC SYSTEM AND IT IS NOT TO BE USED FOR PROPERTY LINE STAKING. SITE PLAN J. LOCATION: 4 BRIAR CIR., S. YARMOUTH,MA PREPARED FOR: DATE: 5-31-16 PETER MAINE REVISED: 9-15-16 (POLY LINER) SCALE: I"= 20' NlBASS RIVER ENGINEERING P E P.O. BOX 1163, EAST DENNIS, MA 02641 508-364-9048