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Home My WebLink About23 New Hampshire Ave - Site Plan 5MAXIMUM FEASIBLE COMPLIANCE APPROVALS REQUESTED: 1, VARY LEACH AREA TO PROPERTY LINE BY UP TO 7' (S MIN. PROVIDED), VARY LEACH AREA TO SLAB BY 2' (8' MIN. PROVIDED). VARY TANKS TO LOT LINE BY UP TO 4' (6' MIN. PROVIDED) 310 CMR 15.211 (1). 2. NO RESERVE AREA iS PROVIDED. 310 CMR 15.248. 3. VARY LEACH TO WETLAND BY UP TO 30' (70' MIN. PROVIDED). LOCAL REG. 4. VARY 5' REMOVAL BY 2.5' (2.5' PROVIDED). 6.0 310CMR 15.255 (5) /115 7 / REMOVE OR CRUSH FILE, EXISTING TANK [_ �y�5� BENCH MARK -TOP REAR CENTER FILE � " tr �P/ SEPTIC TANK =6.41 NGVD29 Rab �`n OF / REMOVE 5 FLOWDIFFUSORS AND CLOGGED STONE REPLACE WITH CLEAN 2 �6.6 SAND 1 e N /F ROBBINS-MARA __tea _: EDGE PROPOSED DRIVE 18' WIDE s 0 SCALED FLOOD ZONE 1C�ZA (EL 1i FLOOD ZONE V15 42 3' DEEP IMPERVIOUS 3ARRIER** 95 t.F. OF )0 MIL POLYETHYLE MILLER BREAKOUT** TDP BARRIER=TOP 'IPE=6.5,GRADE kmn%c GA0P1I=A-R U MINI INSP. PORT FENCE MONOLITHIC 1000 GALLON H-10 PUMP CHAMBER W/ WATERPROOFING 3/8" WEEP/VENT HOLES �1 1/2" PVC INSPECTION H CALL R.J. CADILLAC TO INSPECT PRIOR TO BACKFILL. CONTRACTOR TO PROVIDE C-33 SLIP FROM GRAVEL PIT OR LAB SIEVE ANALYSIS OF PROPOSED PRESBY SAND. N /F --'S 8'o //0. ROBBINS-MARA `•;:'6,76 O 7.09 "'..�GS'� 7.0 '''.76 RUN 4' VENT UNE UP FROM D -BOX THEN PITCH EVENLY DOWN TO PUMP CHAMBER. (SAME 7.0 LOW VENT AS PIPE DETAILO 1 D -BOX FOR HIGH a'• 0'�-So WENT ON SHEET 2) \ T) T 1 q x7.3 3 6 62010S .F. \\\ a\\\\A 514 o` o 7 LOW / 4 4,g9 4` VENT CINE 6 PITCH EVENLY WITH CONC, BOUND NO LOW POINTS FND. & HELD 0 Invert Lead Pun1p 29 Quick Disconnect/ Lag Pump/Alarm 22 Unions off -17"6P P Check Valves ' -1.53 6" STONE UNDER Bottom MAKE FACTORY WATER -TIGHT SPECIAL ORDER TANKS 1, USE CAST IN PLACE RUBBER BOOTS. 2. ADD 6" X 6" CONCRETE LIP TO BOTTOM BOTH TANKS. RAISE PLUMBING IF PLUMBING CAN BE RAISED 12" OR MORE, THE ABOVE SPECIAL TANK ORDER CAN BE ELIMINATED. ' CONC. BOUND 7.tFND. & HELD 4 42` A V 5 Sn x 5.29 LEGEND O TH 1 TEST HOLE LOCATION, NUMBER -W- WATER LINE LOCATION FROM ASBUILT 9 S x 7.3 EXIST. & PROP, ELEV. ('X' MARKS POINT) 23" EXISTING CONTOUR LOCUS IS A.M. 16, PARCEL 37. , : PROPOSED CONTOURS 0 UTILITY POLE (IF SHOWN) ® EXISTING DRAINAGE CATCH BASIN - x - FENCE (IF SHOWN, NOT ALL SHOWN) 0 TREE (IF SHOWN, NOT ALL SHOWN) REV. 5/22/08 --PRESBY SYSTEM SPECIAL ORDER TANKS 1, USE CAST IN PLACE RUBBER BOOTS. 2. ADD 6" X 6" CONCRETE LIP TO BOTTOM BOTH TANKS. RAISE PLUMBING IF PLUMBING CAN BE RAISED 12" OR MORE, THE ABOVE SPECIAL TANK ORDER CAN BE ELIMINATED. ' CONC. BOUND 7.tFND. & HELD 4 42` A V 5 Sn x 5.29 *D -BOX OUTLET MUST BE MIN. 2" HIGHER THAN PRESBY NOTES JOB N0. YOB -14 Gro NOT TO proposed q Morrison.dwg SCALE two 23" 1. LOCUS IS A.M. 16, PARCEL 37. , : � 0 2. _ , _. ELEVATIONS SHOWN ARE NGVD29 BASED UPON YARMOUTH MONUMENT NO. 28. m .J 3. MOST OF LOCUS IS IN FLOOD ZONEAl2(EL10) ON FIRM DATED -JULY 2, 1992- 1< 27" 4. ALL PIPES TO BE 4" SCH 40, AND PITCHED AT 1/8" PER FOOT. (UNLESS NOTED) BEDROOMS: 4 BEDROOMS: a 5. MUNICIPAL WATER IS AVAILABLE. LOTS WITHIN 100' ARE ON TOWN WATER. , < CONCRETE SAND MEETS SPECIFICATION. 6. COMPONENTS TO BE AASHTO H-10, UNLESS NOTED. 11��CD of 7. INLET TEE TO PROJECT DOWN 130, OUTLET TEE DOWN 140. P P (n 8. IF TWO OR MORE LINES; WATER TEST D -BOX FOR EQUAL FLOW DESIGN CAPACITY: 449.6 GPD DO ALL AROUND AND UNDER REMOVAL DOWN 37"t [(607.5 SF) X .74 GPD/SF] D -BOX EXIT PIPES TO BE LEVEL FOR FIRST TWO FEET. PUMP CHAMBER STORAGE CAPACITY: 440 GAL. x 9. DEPTH OF COMPONENTS NOT TO EXCEED 3', OR VENTING MUST BE PROVIDED. t Lewis g Invert 3:02 COVERS: BUILD UP COVERS --2 ON TANK, 2 ON D -BOX, 1 ON LEACHING \ �� `� Bay z 10. STONE TO BE DOUBLE WASHED 3/4 TO 1 1/2" WITH 2" MIN, 1/8 TO 1/2" PEA STONE ON TOP. 33" COVER=2.75' X 6.08' X 10.17' X 0.055 TON/CU. FT. USC Gag BafflC 11. IF UNSUITABLE SOILS, OR SOILS DIFFERING FROM THE SOILLOGARE FOUND, LOCATION MAP TOTAL= ,4.73 TON + 7.38 TON=12.11 TON WEIGHT OF WATER --HIGH GROUNDWATER DOWN CONTACT THE BOARD OF HEALTH, OR R.J. CADILLAC. Above 6" of C33 Sand (3.0 -(-1:53)') X 5.42' X-8.25' X 0.0312 TON/CU. FT. 12. IF AN OVERDIG IS CALLED FOR BELOW, FILL MATERIAL FOR 5' AROUND AND UNDER LEACHING see detail Proposed with 70 Flow Equilizers ' IS TO BE CLEAN GRANULAR SAND MEETING SPECIFICATIONS OF 310 CMR 15.255(3). SITE PLAN 13. PUMP AND FILL ANY EXISTING CESSPOOLS. REMOVE ANY CLOGGED SOIL, BLOCK, AND STONE IN TEST HOLE 1 Proposed LEACH AREA, AND DISPOSE OF AS DIRECTED BY HEALTH AGENT. 4" Inspection 14. ALL CONSTRUCTION TO MEET TITLE 5 AND LOCAL REGULATIONS. DEPTH (inches) ELEV.(feet) NGVD29 *D -BOX OUTLET MUST BE MIN. 2" HIGHER THAN PRESBY INLET 0 proposed q TEST HOLE DATE: August 20, 2003 23" BENCH MARK --TOP N.W. CORN. AND UNDER PIPES, 1' OF EL 2:0 SAND ALONG OUTSIDE 1 1F3g'I PERFORMED BY; Ron Cadillac; Soil Evaluator 6 0.6' Adjustment Pro- OF PIPES AND SYSTEM CONCRETE HOUND=6.04 NGVD29 m vided--Locus is within SAND BETWEEN PIPES. DESIGN DATA WITNESSED BY: Lynn McCartin, RS 27" (AT END OF FRONT FENCE --DONT? 3') LESS THAN 2% PAS - BEDROOMS: 4 BEDROOMS: PERC RATE: <2'-00"/inch (C layer) ASTM C=33 WASHED REQUIRED CAPACITY: 440 GPD CONCRETE SAND MEETS SPECIFICATION. SOIL SURVEY(1993): Carver coarse sand 37" WITH EACH USE 4--25' SECTIONS OF ENVIRO-SEPTIC (PRESBY) [2(27' X 11.25')] GEOLOGIC MAP(1986): Harwich outwash plain deposits SAND BED 27' X 11'-3" X 2' DEEP. [NONE] 2.5' REMOVAL DESIGN CAPACITY: 449.6 GPD DO ALL AROUND AND UNDER REMOVAL DOWN 37"t [(607.5 SF) X .74 GPD/SF] TO LOAMY SAND, AS SHOWN, 2.5' ALL AROUND. PUMP CHAMBER STORAGE CAPACITY: 440 GAL. REPLACE WITH TITLE 5 SAND. 200 L.F. PRESBY PIPE Invert 3.36 BUOYANCY CAL'S MONOLITHIC 1500 GAL. H-10 Invert 3:02 IN 2--27' X 11'-3'.X 2' DEEP SAND BEDS (See Detail) a WEIGHT OF EMPTY CHAMBER AND 36" OF COVER n Existing PVC 33" COVER=2.75' X 6.08' X 10.17' X 0.055 TON/CU. FT. USC Gag BafflC Invert 6 25* Use 4" min. cover including Topsoil 36" COVER -7.38 TON TOTAL= 6.32 TON + 9.35 TON = 15.67 TON TOTAL= ,4.73 TON + 7.38 TON=12.11 TON WEIGHT OF WATER --HIGH GROUNDWATER DOWN Existing Above 6" of C33 Sand (3.0 -(-1:53)') X 5.42' X-8.25' X 0.0312 TON/CU. FT. S=1/8"/ft S=1 8" ft / / H-20 see detail Proposed with 70 Flow Equilizers ' SITE PLAN FOR Top of 6" of C33 Sand 71" Proposed 4" Inspection 1 Gal. S=5/8"/ft* Port Invert 3.27 Monolithic lithic P _ , Proposed Septic Tank - - - - 24" Sanitary - 7.3 Fill A layer 10yr 3/3 sandy loam B layer 10yr 5/8 loamy sand 4.2 C layer 2.5y 6/3 loamy sand observed water 1 4 PROPOSED 108 -1.7 EDGE DRIVE Bottom -1.23 Tee �. \ PRESBY ENMRO-SEPTIC 4" VENT LME PITCH EVENLY WITH NO LOW POINTS DOUBLE SLEEVE WITHIN 10' OF WATER SERVICE ALARM & PUMP NOTES 1, ALARM TO BE WIRED BY ELECTRICIAN ON SEPARATE CIRCUIT FROM PUMP. 2. ELECTRICAL WORK TO BE INSPECTED BY WIRING INSPECTOR. 3. ALARM TO BE LOCATED IN HOUSE. 5. USE 2 MEYER ME3H, 3110 HP PUMPS, OR EQUIVALENT. 6. TO PROVIDE FOR EASY AND SAFE MAINTENANCE OF PUMP: -PROVIDE UNION /DISCONNECT IN 2" PVC LINE AT TOP PUMP CHAMBER SO PUMP CAN BE REMOVED FROM TOP OF TANK. Existing I g Invert 8.17 Invert 6.05* 3.5' 5.0 - PIPE TO BE PLACED IN 3 6" Stone or compact Proposed proposed q sottom of 6" BED OF SYSTEM SAND of C-33 sand WITH 6" OF SAND OVER It� I I I 116'.1 9 5' l N l , 2' .I AND UNDER PIPES, 1' OF EL 2:0 SAND ALONG OUTSIDE 1 1F3g'I I - 1 2' 6 0.6' Adjustment Pro- OF PIPES AND SYSTEM m vided--Locus is within SAND BETWEEN PIPES. DESIGN DATA 300' of coast SYSTEM SAND: COARSE Observed Water=l.4 TO MEDIUM SAND WITH LESS THAN 2% PAS - BEDROOMS: 4 BEDROOMS: A #200 SIEVE. GARBAGE GRINDER`. No ASTM C=33 WASHED REQUIRED CAPACITY: 440 GPD CONCRETE SAND MEETS SPECIFICATION. SEPTIC TANK: 1500 GAL. TWO LEACH AREAS BOTTOM LEACHING AREA: 607.5 SF WITH EACH USE 4--25' SECTIONS OF ENVIRO-SEPTIC (PRESBY) [2(27' X 11.25')] PIPE, SET 2'-9" APART ON CENTER, AS SHOWN, IN C-33 SIDE LEACHING AREA: 0 SF SAND BED 27' X 11'-3" X 2' DEEP. [NONE] 2.5' REMOVAL DESIGN CAPACITY: 449.6 GPD DO ALL AROUND AND UNDER REMOVAL DOWN 37"t [(607.5 SF) X .74 GPD/SF] TO LOAMY SAND, AS SHOWN, 2.5' ALL AROUND. PUMP CHAMBER STORAGE CAPACITY: 440 GAL. REPLACE WITH TITLE 5 SAND. DOSES PER DAY: > 4 BUOYANCY CAL'S MONOLITHIC 1500 GAL. H-10 BUOYANCY CALC'S-MONOLITHIC PUMP CHAMBER WEIGHT OF EMPTY SEPTIC TANK AND 33" OF COVER WEIGHT OF EMPTY CHAMBER AND 36" OF COVER TANK= 6.32 TON (PER-SHOREY) CHAMBER= 4.73 TON (PER SHOREY) 33" COVER=2.75' X 6.08' X 10.17' X 0.055 TON/CU. FT. 36" COVER= 3' X 5.42' X 8.25' X 0.055 TON/CU. FT. 33" COVER=9.35 TON 36" COVER -7.38 TON TOTAL= 6.32 TON + 9.35 TON = 15.67 TON TOTAL= ,4.73 TON + 7.38 TON=12.11 TON WEIGHT OF WATER --HIGH GROUNDWATER DOWN WEIGHT OF WATER --HIGH GROUNDWATER DOWN (3.0 -1.2) X 6.08' X 10.17' X 0.0312 TON/CU. FT. (3.0 -(-1:53)') X 5.42' X-8.25' X 0.0312 TON/CU. FT. WEIGHT WATER= 8.10 TON WEIGHT WATER=6.32 TON TANK AND 33" COVER ARE HEAVIER BY 7.5 TON. TANK AND 36" COVER ARE HEAVIER BY 5.7 TON. SITE PLAN FOR THIS PLAN IS A VALID COPY ONLY IF IT BEARS AN ORIGINAL RED STAMP AND SIGNATURE. JOHN BLENKHORN & JUSTINE RICE-BLENKHORN Ires S Pp�"'Z7�' r, HEALTH AGENT APPROVAL DATE LOT 1069 23 & 25 NEW HAMPSHIRE AVE, W. YARMOUTH, MA NOVEMBER 28, 2003 SCALE: '1"=20' RONALD J. CADILLAC, RLS, RS, P.C. PROFESSIONAL LAND SURVEYOR & REGISTERED SANITARIAN P.O. BOX 258 WEST YARMOUTH, MA 02673 (508) 775-9700 2008 BY R.J. CADILLAC PAGE 1 OF 1