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HomeMy WebLinkAboutEngineered Plan - 2014Wells not shown exceed 150' from the proposed SAS FLOOR PLAN PCL. 27 C TOWN WATER c FENCE LINE BR-/ BR 2 520" E BATH '9'15 N-79'1 A9.43 107.58' BR -3 PROPOSED WELL KITCHEN 049.73 DINING LIVING _ — — 20.8' � !��— AREA ROOM / 50.26 CARPORT BENCHMARK.- .FL .5/. /5 -ASSUMED DA TUM - T .O. BULKHEAD SILL PROPOSED /500 -GALL ON SEPTIC TANK (H -I0) PROPOSED LEACHING AREA 25.0' X /2.8' X Z.0' (H-/0) PCL. 15 DENNIS YARMOUTH REGIONAL HIGH SCHOOL TOWN WATER 3� O ^CD � O O 49.79 / 50.51 �- 49.54 I I pRI VEWA Y\ I CARPORT PAVED/ o =50.29.:.:: ::::::::: I •p l { � � -GAS. I 50.23— — � / 49.65' i i 50.32 h� m � o f PAVED PARKING O 49.82 o U71O � .LOT // o41 /0, 8 94. 02 .S. F. r 0.250 ACRES W`_*---- L i 49.27 O -49.26 49.14 it L PCL. 27 I TOWN WATER I FENCE LINE C> 520" E i '9'15 N-79'1 A9.43 107.58' I SN OF A&ISs PROPOSED WELL 49.07 p 049.73 0 10.0' 49.12 _ — — 20.8' � !��— o J. / 50.26 t / 1 (RESERVE I — GAS — BH (LEACHING AREA I \ B I \1 5XlSTING I _ os 49.30 49.48 pROOM 3-gg pWgF�ING/�5 / T.O 51'0 3� O ^CD � O O 49.79 / 50.51 �- 49.54 I I pRI VEWA Y\ I CARPORT PAVED/ o =50.29.:.:: ::::::::: I •p l { � � -GAS. I 50.23— — � / 49.65' i i 50.32 h� m � o f PAVED PARKING O 49.82 o U71O � .LOT // o41 /0, 8 94. 02 .S. F. r 0.250 ACRES W`_*---- L i 49.27 O -49.26 49.14 it L 110.30 l� S79,15 PCL. 25 TOWN WATER 50.26 m a �v m o O � 0 m � 1` a 1 3 m rn O y Z = C-- 50.13 50.13 I � 250' Health Departna;, sat &�,PPROVED ame Date I {� \ CATCH t� BASIN 49.64 CATCH / BASIN 1 1 1 1 I 1 Locus DENNIS RELIC LEGEND 49.50 EXISTING CESSPOOL C> IFENCE LINE I i �jN OF I SN OF A&ISs PROPOSED WELL RICHARD MICHAEL S. -----50 �( o J. LADUE No.. 37560 I WATER LINE 0 4 F Is OVERHEAD UTILITY LINE — GAS — UNDERGROUND LINE SqN/TARIR� HYDRANT SITE C 2014 Moran Engineering Associates., LLC 48—HOUR PRE—CONSTRUCTION NOTIFICATION IS REQUIRED 110.30 l� S79,15 PCL. 25 TOWN WATER 50.26 m a �v m o O � 0 m � 1` a 1 3 m rn O y Z = C-- 50.13 50.13 I � 250' Health Departna;, sat &�,PPROVED ame Date I {� \ CATCH t� BASIN 49.64 CATCH / BASIN 1 1 1 1 I 1 Locus DENNIS RELIC 53 Raymond Avenue Yarmouth, MA F John J Phelan Jr. 88 Hastings Drive Whitinsville, MA 01588 PLAN BOOK: 122 & PAGE: 15 Moran Engineering Associates, LLC P.O. Box 183 South Harwich, MA 02661 508-432-2878 MAP: 79 PARCEL. 26 JOE NUMBER,: 14-134 SCALE: �» _ 20 DATE: 7/2/14 SHEET. 1 0 2 LEGEND TEST HOLE EXISTING CESSPOOL C> "D" BOX i EXISITING WELL 17 PROPOSED WELL SEPTIC TANK -----50 EXISTING CONTOUR 50 �� PROPOSED CONTOUR W WATER LINE OH OVERHEAD UTILITY LINE — GAS — UNDERGROUND LINE HYDRANT SITE AND SEWAGE PLAN 53 Raymond Avenue Yarmouth, MA F John J Phelan Jr. 88 Hastings Drive Whitinsville, MA 01588 PLAN BOOK: 122 & PAGE: 15 Moran Engineering Associates, LLC P.O. Box 183 South Harwich, MA 02661 508-432-2878 MAP: 79 PARCEL. 26 JOE NUMBER,: 14-134 SCALE: �» _ 20 DATE: 7/2/14 SHEET. 1 0 2 ELEV. 49.26 48.76 47.01 -44.26 34.36 SEPTIC TANK EL 49.50 _51-05 FFOUNDATION COVER TO BE -WITHIN 6' OF GRADE EL. -48;60 5 = 0.0�..'N' -1,500 GALLON a'o MISTALL BAFFLE 6' OF STONE UNDER TANK OR COMPACT STABLE BASE SEPTIC'TANK NOTES 1. Extend inlet tee 10" min. below flow line; extend outlet tee 14" below flow line. 2. Provide 20" manholes over center of tank, inlet and outlet with readily removable impermeable covers. 3. Install access port over inlet and outlet with precast concrete or equivalent watertight riser within 6" min. of final grade. DEEP 'HOLE LOGS DATE: 7/2/2014 DEEP OBERVA71ON HOLE J 1 TEST BY: RICK JUDD TIME: 13: DO From Surface HOR. TEXTURE COLOR (MUNSELL) SOIL MOTTLING STRUCTURE CONSISTENCY, OTHER G' AIE Loamy Sand 10YR 52 NO Granular 27 Bw Loamy Fine Sand 1OYR 416 NO Very friable 60" Ct Fine Send 2.5Y 6l4 NO Loose, single arain 179" C2 Very Fine Sand 2.5Y 613 NO Loose Bot. of Perc: 76" RATE: < 2 MIN/INCH (24 -Gallons in 11:02) WITNESS: Amy von Hone, R.S., Yarmouth Health Department © 2074 Moran Enoineerino Associates, LLC 75 : 1.4o P.V.C. C�� EL 1}7.3FJ 15' ± „D-" 'BOX ACCESS 'PaHT EL. X9.40 - TO'YA1HN •B• OF F1NAL :GF:ADE 46.80 H (. 1.1 -I-� -46.60 I la. 46.50 "'D" BOX NOTES 1. When system is dosed or slope of inlet pipe exceeds 0.087ft. install inlet tee.cut-off one inch above outlet invert. 2. Install outlet pipes level 2 feet minimum. 3. Provide a minimum sump of 6" below outlet invert. 4. Install access port over ".D" Box with precast concrete or equivalent watertight riser within 6" min. of final grade. SIGN DESIGN DATA 1. REQUIRED FLOW: 3 -BEDROOMS X 110-GPDIB.R: 330 -GPD 2. SEPTIC"TANK CAPACITY: 330 -GPD X 2 = 660 -GPD USE (1) 1500- GALLON (H-10) SEPTIC TANK 3. LEACH FACILITY DESIGN: 25.0'X 12.8'X 2.0' SIDE WALL AREA: 2 (25.0.+ 12.8) X 2.0 X 0.74 GPDISF _ 111.88 BOTTOM AREA: 25.0 X 12.8 X 0.74 GPDISF = 236.80 TOTAL: 348.68 348- GPD PROVIDED > 330- GPD REQUIRED USE: (2) 8.5'L X 4.8'W X 2.0'D CHAMBERS WITH 4.0' OF 3/4" TO 1-112" DOUBLE WASHED STONE ALONG ENDS AND SIDES. RESERVE: 30.0' X 10.0' X 2.0' CONSTRUCTION NOTES -44.50. 12' ± INSTALL ACCESS -PORT OVER LEACH LEACH FACILITY CHAMBERS M/PRECAST CONCRETE (OR-EOUIV.) --WATERTIGHT RISER WITHIN .500 GALLON DRY WELLS Z' (MIN.) OF FINAL GRADE MIN 2% SLOPE -ACCESS PORT - -1 - I I I I I MIN. v' COVER 3' -LAYER OF 1/8" 1`10ER FABRIC -MAY BE USED MAX 36' COVER 70 1/2- DOUBLE IN LIEU OF STONE COVER EL -47.33 MASHED STONE - ENTIRE -LEACHING AREA. GENERAL =N 1.) ALL SYSTEM COMPONENTS SHALL BE INSTALLED IN ACCORDANCE W/TITLE 5 OF THE SANITARY CODE & ANY APPLICABLE REGULATIONS. 2.) PRIOR TO BACK FILLING THE INSTALLATION, THE DESIGNER & HEALTH AGENT SHALL BE NOTIFIED FOR INSPECTION. 3.) ANY ALTERATIONS OFTHIS DESIGN MUST BE APPROVED BY THE DESIGNER & BOARD OF HEALTH, IN WRITING. 4.) SYSTEM IS NOT DESIGNED FOR A GARBAGE GRINDER. 5.) THE INSTALLER IS TO VERIFY THE LOCATION(S) OF UTILITIES, CESSPOOL(S) AND SEWER INVERTS PRIOR TO CONSTRUCTION. 6.) ALL UNSUITABLE MATERIAL WITHIN 5 FT. IN ALL DIRECTIONS FROM THE SOIL ABSORPTION SYSTEM SHALL BE REMOVED & REPLACED W/CLEAN, COARSE SAND. 7.) ALL FILL MATERIAL UTIL=D FOR THE SOIL ABSORPTION SYSTEM SHALL BE CLEAN, COARSE SAND FREE FROM DELETERIOUS MATERIAL AND SHALL HAVE A PERCOLATION RATE OF LESS THAT 2 MIN.AN. BEFORE & AFTER PLACEMENT. 8.) EXISTING CESSPOOL(S) TO BE PUMPED AND BACKFILLED PER TITLE 5 ABANDONMENT PROCEDURES. 9.) DURING INSTALLATION, THE CONTRACTOR IS RESPONSIBLE TO PROVIDE A SAFE EXCAVATION AREA. 10.) GROUND COVER OVER SEPTIC SYSTEM COMPONENTS SHALL NOT EXCEED 36". 11.) ALL GRAVITY SEWER PIPE SHALL BE 4" DIA. SCH 40 PVC UNLESS OTHERWISE NOTED. THE MlINIMUM SLOPE OF 4" DIA. SCH 40 PVC SHALL NOT BE LESS THEN 0.01 FT/PT. 12.) WHEREVER SEPTIC LINES CROSS WATER SERVICE LINES OR WHEN WATER SERVICE LINES COME WITHIN 10' OF THE PROPOSED S.A.S.- PIPES SHALL BE CLASS 150 PRESSURE PIPE & SHOULD BE PRESSURE TESTED TO ASSURE WATER TIGHTNESS. COORDINATE WITH LOCAL WATER DEPARTMENT. 13.) PLACE MAGNETIC MARKING TAPE OVER ALL COMPONENTS. I. CONTACT OFFICE A MINIMUM OF 46 -HOURS PRIOR TO START OF PROJECT. 2. PUMP AND REMOVE EXISTING CESSPOOL(S). CONFIRMATION INSPECTION REQUIRED. 3. RAISE 2- SEPTIC TANK COVERS & DISTRIBUTION BOX COVER TO WITHIN 6" OF GRADE. RAISE NORTHERN LEACHING CHAMBER COVER TO WITHIN 3" OF GRADE, 4. LOAM AND SEE CONSTRUCTION IMPACT AREAS. ALL LANDSCAPE DETAILS ARE TO BE BETWEEN THE HOMEOWNER AND SEPTIC SYSTEM INSTALLER. 5. FINAL GRADE/COVER INSPECTION IS REQUIRED. ua" 53 Raymond Road Yarmouith, MA PREPARED FOR: John J. Phelan Jr. ASSESSOR'S n" SCALE: MAP: 79 Not to Scale PARCEL: 26" DATE: 7/14/14", -SHEET 2 of 2 Moran Engineering Associates, LLC 941 Main St., Harwich, MA PO Box 183, S. Harwich, MA 02661 508-432-2878 ACTIVE DEPTH , -4•0 3/4- TO 1-1/2" DOUBLE WASHED STONE STONE 17.0' LENGTH INSTALLED STONE 10.14+ 'TO BOTTOM OF D.O.H. .rr. w NO WATER ENCOUNTERED GENERAL =N 1.) ALL SYSTEM COMPONENTS SHALL BE INSTALLED IN ACCORDANCE W/TITLE 5 OF THE SANITARY CODE & ANY APPLICABLE REGULATIONS. 2.) PRIOR TO BACK FILLING THE INSTALLATION, THE DESIGNER & HEALTH AGENT SHALL BE NOTIFIED FOR INSPECTION. 3.) ANY ALTERATIONS OFTHIS DESIGN MUST BE APPROVED BY THE DESIGNER & BOARD OF HEALTH, IN WRITING. 4.) SYSTEM IS NOT DESIGNED FOR A GARBAGE GRINDER. 5.) THE INSTALLER IS TO VERIFY THE LOCATION(S) OF UTILITIES, CESSPOOL(S) AND SEWER INVERTS PRIOR TO CONSTRUCTION. 6.) ALL UNSUITABLE MATERIAL WITHIN 5 FT. IN ALL DIRECTIONS FROM THE SOIL ABSORPTION SYSTEM SHALL BE REMOVED & REPLACED W/CLEAN, COARSE SAND. 7.) ALL FILL MATERIAL UTIL=D FOR THE SOIL ABSORPTION SYSTEM SHALL BE CLEAN, COARSE SAND FREE FROM DELETERIOUS MATERIAL AND SHALL HAVE A PERCOLATION RATE OF LESS THAT 2 MIN.AN. BEFORE & AFTER PLACEMENT. 8.) EXISTING CESSPOOL(S) TO BE PUMPED AND BACKFILLED PER TITLE 5 ABANDONMENT PROCEDURES. 9.) DURING INSTALLATION, THE CONTRACTOR IS RESPONSIBLE TO PROVIDE A SAFE EXCAVATION AREA. 10.) GROUND COVER OVER SEPTIC SYSTEM COMPONENTS SHALL NOT EXCEED 36". 11.) ALL GRAVITY SEWER PIPE SHALL BE 4" DIA. SCH 40 PVC UNLESS OTHERWISE NOTED. THE MlINIMUM SLOPE OF 4" DIA. SCH 40 PVC SHALL NOT BE LESS THEN 0.01 FT/PT. 12.) WHEREVER SEPTIC LINES CROSS WATER SERVICE LINES OR WHEN WATER SERVICE LINES COME WITHIN 10' OF THE PROPOSED S.A.S.- PIPES SHALL BE CLASS 150 PRESSURE PIPE & SHOULD BE PRESSURE TESTED TO ASSURE WATER TIGHTNESS. COORDINATE WITH LOCAL WATER DEPARTMENT. 13.) PLACE MAGNETIC MARKING TAPE OVER ALL COMPONENTS. I. CONTACT OFFICE A MINIMUM OF 46 -HOURS PRIOR TO START OF PROJECT. 2. PUMP AND REMOVE EXISTING CESSPOOL(S). CONFIRMATION INSPECTION REQUIRED. 3. RAISE 2- SEPTIC TANK COVERS & DISTRIBUTION BOX COVER TO WITHIN 6" OF GRADE. RAISE NORTHERN LEACHING CHAMBER COVER TO WITHIN 3" OF GRADE, 4. LOAM AND SEE CONSTRUCTION IMPACT AREAS. ALL LANDSCAPE DETAILS ARE TO BE BETWEEN THE HOMEOWNER AND SEPTIC SYSTEM INSTALLER. 5. FINAL GRADE/COVER INSPECTION IS REQUIRED. ua" 53 Raymond Road Yarmouith, MA PREPARED FOR: John J. Phelan Jr. ASSESSOR'S n" SCALE: MAP: 79 Not to Scale PARCEL: 26" DATE: 7/14/14", -SHEET 2 of 2 Moran Engineering Associates, LLC 941 Main St., Harwich, MA PO Box 183, S. Harwich, MA 02661 508-432-2878