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Home My WebLink About23 Doves Wing Road Proposed Septic Design (2)!ATION IQ 10 FT. MINIMUM ADVANTEX MODEL AX -20 27,10 4" CAST IRON PIPE ------ (OR EQUAL MINIMUM PITCH 1/4 PER FT. 20 FT. MINIMUM FROM CELLAR 10 FT. MINIMUM FROM SLAB OR CRAWL SPACE 2" P:'.ESSURE PIPE 150 �Sl MINIMUM MANHOLE COVERS covERs BIOTUBE / PUMP PACKAGE �24 - / f 1500 Mi"ELEV. - GAL. (TO BE SET ON A FIRM BASE) 2000 GALLON SEPTIC TANK SEWAGE DISPOSAL SYSTEM PROFILE NOT TO SCALE MANHOLE COVERS 2" SCHEDULE 40 PVC PIPE MIN. PITC<DIA. P do LVE LVE 1 i 2" HOLE CAP & INSPECTION VALVE CLEAN SAND PORT 2" LAYER OF MANHOLE 1/$" TO 1/2" COVERS 35.00 MAX. 32.75 MIN. WASHED STONE " 32.00 117 o7- , 2" HOLE REQUIRED 30.22 o _ - � - o _ _ o. o ELEV. v0 uL°c-e o 'o. °,co 080 0 - ELEV. _ _30.42_ - 0 0 0 14 STANDARD INfiLTRATORS W TH WELL AtW 230 STONE IN A 1812 ZONE C 10.33' X 48• X 6" FIELD FORMATION INDEX �3 '� ADJUSTS._ SOIL ABSORPTION SYSTEM (SAS) PUMP ELEV. USGS PROBABLE WA'_R IAbLt tLty. _ -J 954._ TEST HOLE 2, LOT 9 3/8" DRILL - HOLE -M2- 3/4" TO 1 1/2" CLEAN OBSERVED WATER TABLE ;9/13/05) ELEV. BOTTOM OF ''EST HOLE ELEV. DOUBLE WASHED STONE 2.5Y7/4 FREE OF FINES & SILT CHECK 3 VALVE LOOT Z CAP & INSPECTION VALVE CLEAN SAND PORT 2" LAYER OF MANHOLE 1/$" TO 1/2" COVERS 35.00 MAX. 32.75 MIN. WASHED STONE " 32.00 117 o7- , 2" HOLE REQUIRED 30.22 o _ - � - o _ _ o. o ELEV. v0 uL°c-e o 'o. °,co 080 0 - ELEV. _ _30.42_ - 0 0 0 14 STANDARD INfiLTRATORS W TH WELL AtW 230 STONE IN A 1812 ZONE C 10.33' X 48• X 6" FIELD FORMATION INDEX �3 '� ADJUSTS._ SOIL ABSORPTION SYSTEM (SAS) PUMP HORI:'. USGS PROBABLE WA'_R IAbLt tLty. _ -J 954._ TEST HOLE 2, LOT 9 p CHAMBER 0-30 30-120 OBSERVED WATER TABLE ;9/13/05) ELEV. BOTTOM OF ''EST HOLE ELEV. _ _ = 21.84_ 2.5Y7/4 NO STRIPPED/MIXED PUMP CHAMBER CALCULATIONS: 3 ELEV. AT INVERT INLETi ELEV. AT ALARM ON LOOT Z REQUIRED FLOW PER CYCLE .25 X _3_ _ 8250 GAL./CYCLE CU. FT./CYCLE ' ELEV. AT PUMP ON -2483- VOLUME PER CYCLE �O GAL/CYCLE /7.48 GAL./CU. FT. _ -11AU WATER IN FEED 3.14 X 0.00694 X 42_ FT, � -D,82-. CU. FT. 1-1 /2" LATERAL LINE HOLES ®5' O.C. ELEV. AT PUMP OFF BO`TOM OF INSIDE PUMP CHAMBER -244$. 1�Z8- VOLUME OF VOLUME OF WATER IN MANIFOLD 3.14 X 0.015625 X �- FT. _ - - CU. FT. 3/8 ALTERNATE SIDES ALTS 807TOM OF OUTSIDE PUMP CHAMBER -1>�.II4- TOTAL VOLUME OF WATER RETURNED _1.SL CU. FT. 11 AND 1 O'CLOCK) IMMEDIATELY. TOTAL MINIMUM VOLUME PER CYCLE 1T_2Q. CU- FT - 12.24 CU.FT. /34.67 CU.FT./FT. _ ._Q. _ FT. (1000 G.S,T.) 0 9. LOT IS SHOWN ON ASSESSORS MAP 169 AS PARCEL- ARCEL10 DISCHARGE DISCHARGE STORAGE CAPACITY 03,34-GAL./DAY/7.48 GAL/CU.FT./34.67 CU.FT./FT.) _ , 1.27 F7 475.18''$Q. F7 1.27 REQUIRED _2.59- PROVIDED AMIDDLI NAGEE HOLES ER I 475.18 X 0.74 RESERVE LEACHING CAPACITY 351.83 GAL jDAY & ENHOLESDINAGE ® BEGIER NNING, (6 TOTAL) C7 MANIFOLD 2" FR �r36J\ 34.50 4 36.53 0,9'1 �•\ 58-9 \ 5 ' 36.81 LOT 1 /) 34.06 34.05 • 20.1 \\ 4'O ti� , f'�JMP 77, O2 � S. F. 2 �'Z- PESER F �' I , CHAMBER �> 36 d_ _ SAS J o 1 SOIL TEST 2�41 72 ^� ` --� '` o mac' _ �`�"•...""�. SLR Vc i: t, , 1 � \ =', Lr '�-+..."--.`.t >^.y.p•S ry ft.. • c - +- ...-. `---.• I WW A _+�+� \ : SEPTc T v 1 `J�.�7 / Y 2� _ 49.00• yy / d/ 33.8 1 t� '\TES 1 \ 1� ryhl' / ilIIIf'� / / DEOK v ro �tiA' Qc? \\ 1012ryo/q A A \ / � ¢4 I i � � •ry 11 35.65 \ 20.82 / / J i+J !� ` 1 ( B.H �i3.94 S 3J' P)"3POSE0 I '%JNGBEOP Ms (4�ll�l�l RCM � PR POSED p \ \ _• / / '�'� l� ) 1 3ROOIM LINC \ 26 07 �_ J• 30.39 l l - • 30.98 \ 33.4 ?B. • 35.18 Cir. J� \ 35.,36 . 3 15 � 36 32.18 Ir?N 00 3.55 / \ 32; • 32.83 �" 1OA D 19 1 18 r 33.53 --�- (E) 33.67 \ 0 �N • 3.0 \ 34.13 3 PVC DISTRIBUTION LATERALS AT 52" O.C. SIDE VIEW DEPTH HORI:'. TEXTURE COLOR MOTT. OTHER 0-30 30-120 B/C1 C2 LOAMY SAND MEDIUM SAND 2.5Y7/4 NO STRIPPED/MIXED NO WATER ENCOUNTERED AT __12D': ELEV. _ _2559 NO WATER ENCOUNTERED AT _150" ELEV. _ 71 EO )NTOUR----00---- 1,-130 DESIGN CALCULATIONS .OUR 00 NUMBER Of BEDROOMS 3 .E O LOOT Z GARBAGE DISPOSAL UNIT- FLOW ' S 0. 833 TOTAL ESTIMATED ( 110 GAL/BR./DAY X _3_ BR.) --330- GAL./DAY , / a 3; B SPy a REQUIRED SEPTIC TANK CAPACITY ACTUAL SIZE OF SEPTIC TANK 8 54- GAL ,•,4000 GAL SITE CONDITIONS PRIOR TO COMMENCING WORK ON SITE. ANY VARIATION SOIL CLASSIFICATION -- �- - $�A MIN. /IN IMMEDIATELY. DESIGN PERCOLATION RATE EFFLUENT LOADING RATE _ GAL./DAY/S.F 9. LOT IS SHOWN ON ASSESSORS MAP 169 AS PARCEL- ARCEL10 LEACHING AREA 475.18''$Q. F7 10.33 x 4e LEACHING CAPACITY (AREA X RATE) 351.83 GAL /DAY 475.18 X 0.74 RESERVE LEACHING CAPACITY 351.83 GAL jDAY END VIEW . NOTES• PRE 3SURE PIPE OM I'JMP CHAMBER arv�mn. r 'OT ELEVATION 00, 0 pvcro) )NTOUR----00---- ' ELEVATION 00.0 .OUR 00 LOCATION .E O } i a ¢ `. { S 0. 0 h _ p , C.P. O PRIOR TO COMMENCING WORK ON SITE 7. CONTRACTOR IS TO VERIFY GRADES AND ELEVATIONS AS WELL AS SITE CONDITIONS PRIOR TO COMMENCING WORK ON SITE. ANY VARIATION IS TO BE BROUGHT TO THE ATTENTION OF THE DESIGN ENGINEER IMMEDIATELY. 5.0' 9. LOT IS SHOWN ON ASSESSORS MAP 169 AS PARCEL- ARCEL10 inPUMP AND ALARM ARE TO BE ON SEPERATE CIRCUITS. , TOP VIEW 1H OF MAS T. A. DUMAS 1. ALL WORKMANSHIP AND MATERIALS SHALL CONFORM TO D.E.P. arv�mn. r 'OT ELEVATION 00, 0 pvcro) )NTOUR----00---- ' ELEVATION 00.0 .OUR 00 LOCATION .E O } i 'R -WSW ¢ `. { ,IN®j _ p , C.P. O TOP VIEW 1H OF MAS T. A. DUMAS 1. ALL WORKMANSHIP AND MATERIALS SHALL CONFORM TO D.E.P. TITLE 5 AND THE TOWN'S RULES AND REGULATIONS FOR THE SUBSURFACE DISPOSAL" OF SEWAGE, 2. ALL COVERS TO SANITARY UNITS SHALL BE BROUGHT TO FINISHED GRADE.. 3. ALL COMPONENTS OF THE SANITARY SYSTEM,SHALL BE CAPABLE OF ' WIYHSTANDING H-20 LOADING. 4. ANY MASONARY UNITS USED TO BRING COVERS TO,GRADE SHALL } i < BE MORTARED 1N PLACE. 5. NO DETERMINATION HAS BEEN MADE AS TO COMPLIANCE WITH ¢ `. { DEEDED OR ZONING REGULATIONS. OWNER / APPLICANT 15 TO OBTAIN SUCH DETERMINATION FROM APPROPRIATE AUTHORITY. UTILITIES SHOWN ARE APPROXIMATE ONLY, EXCAVATION CONTRACTOR , 6. IS TO-CALL_"-DIG-SAFE'-AT.1.-888-344-7233 AT LEAST 72 -HOURS PRIOR TO COMMENCING WORK ON SITE 7. CONTRACTOR IS TO VERIFY GRADES AND ELEVATIONS AS WELL AS SITE CONDITIONS PRIOR TO COMMENCING WORK ON SITE. ANY VARIATION IS TO BE BROUGHT TO THE ATTENTION OF THE DESIGN ENGINEER IMMEDIATELY. 8. PARCEL IS IN FLOOD ZONE C 9. LOT IS SHOWN ON ASSESSORS MAP 169 AS PARCEL- ARCEL10 inPUMP AND ALARM ARE TO BE ON SEPERATE CIRCUITS. , 11. ALARM IS TO BE BOTH AUDIO AND VISUAL. 12. SEPTIC TANK AND PUMP CHAMBER ARE TO BE TESTED TO INSURE THAT THERE IS NO INFILTRATION OF GROUNDWATER INTO FAC!LITIES •,LL U.NSU17ADLE ;MATERIAL SHALL BE REMOVED FROM UNDER AND r FOR A MINIMUM OF 5' AROUND SOIL ABSORPTION SYSTEM, AND BE REPLACED WITH MATERIAL AS SPECIFIED IN 310 CMR 15.255:(3).' 14. EXISTING SEPTIC FACILITIES ARE TO BE PUMPED AND REMOVED. ' 15. THE SEPTIC TANKS AND PUMP CHAMBER ARE )• "' TO BE SET ON A FIRM BASE OR 3/4" TO 1 1/2" STONE 6" THICK. 16. THE CONTRACTOR IS TO CONTACT THE DESIGN ENGINEER FOR THE FOLLOWING MINIMUM INSPECTIONS: 1. STAKE OUT SYSTEM. 2. PRIOR TO AND DURING THE SETTING OF THE TANKS.' 3. IF BUILDING DEBRIS OR STUMPS ARE ENCOUNTERED DURING'EXCAVATION. 4. EXCAVATION OF THE SAS, PRIOR TO FILL PLACEMENT. 5. INSTALLATION OF ALL PIPING, 6. COMPLETION OF SEPTIC SYSTEM, PRIOR TO BACKFILL: 17. CONTRACTOR TO HAUL ALL POLLUTED STONE, SAND, 'DEBRIS TO A SUITABLE DISPOSAL SITE. " 18. PUMP IS TO BE A MEYERS SRM 4 4/10 HP (W/31 GPM CAPACITY s & 14.5' HEAD) OR EQUAL Yarmouth Health Department APPROVED ; J APPROVED: BOARD, OF HEALTH DATE AGENT . PROPOSED SEPTIC DESIGN FOR DUBLIN CONSTRUCTION, ' `INC. PROJECT LOCATION LOT nryt It DOVE'S VINGIJVRIOAD, ;-YARLCIUTH S/�liLa7� �al�4T�'dWYV' 235 GREAT WESTERN ROAD 508- P. 0. BOX 713 398-3922 SOUTH DENNIS,,MASS. , 02660