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HomeMy WebLinkAboutEngineered Plan - 2018SOIL TEST PIT DATA 500 GALLON CONCRETE LEACHING _CHAMDER CH--101LOCUS INFORMATION NOT .TO SCALE NOT TO SCALE i 4" PERFORATED PVC 20" ACCESS COVER. CURRENT OWNER: DANIELLE R. ZOINO TEST PIT. TP-1 JOHN A. SILVIA ON SI TE SOIL EVALUATION HIGH GROUNDWATER COMPUTATION W/SCREW CAP TO EXTEND DOWN TO WITHIN. 3 INCHES GRD.. EL 103.2 BASED ON TP 1 TO NATURAL SUBGRADE. OF FINISH GRADE SHGW EL 92.8 BOOK 30294, PAGE 229 LOAM AND SEED TITLE_REFERENCE: OK DATE: JULY 18, 2018 DEPTH TO WATER 11.5 5" DIA. KNOCKOUT (TYP.) ALL DISTURBED AREAS TEST BY. BSC GROUP, INC. INDEX WELL MIW-29 PLAN REFERENCE: BOOK 1550 PAGE 93 A WITNESSED BY: AMY VON HONE, R.S., CHO. WATER LEVEL RANGE ZONE. g 1-1/2" TAPER 10YR 2/1 - A LICENSED SOIL EVALUATOR: TODD MacDONALD, EIT. SE CURRENT DEPTH®INDEX WELL(6/18) 6.8 RISER ASSESSORS MAP' 39 LOAMY SAND. 1.1 I . � C SO PARCEL: 89 CONC. 12 COVER SSES WATER LEVEL ADJUSTMENT EL. 102.7 6" PERCOLATION RATE: < 2 MINS./INCH -' 2" LAYER OF 1/8" TO DEPTH TO HIGH WATER. 10.4 r0 .0 0 O 0 1/2" DOUBLE WASHED ZONING DISTRICT: R-25 SOIL CLASS: CLASS 1 g O O O O O I� O C� C� C� C� STONE ABOVE CROWN. SETBACKS: FRONT 30' L..T.A.R.: 0.74 GPD/S.F. 1 oYR 5/s O CI O D C� O O O O t� C� 34» " 0 C] 0 0 F. E SIDE 15' MEDIUM SAND_ 0 C� 0 C� z EFFECTIVE O 0 PIP - " j 20' r O O C� 0 C7 REAR 3/4 TO 1 1/2 EL 101.4 22" C7 0 0 CI O Q 0 0 0 DEPTH O CI C� . 0 [� STONE TO CROWN . LEGEND UBLE WASHED MINIMUM LOT SIZE: 25,000 F OF PIPE EXISTING LOT AREA: 14,942±S. . 8'-6" 4'-10" D C r 12'-10" OVERLAY i DISTRICT- NONE EL 99.4 1oYR 6/8 `�" MATERiAALBs ESTIMATED FRONT VIEW NITROGEN SENSITIVE rl COARSE SAND. v SEASONAL HIGH (TO BE REMOVED) GROUNDWATER ZONE: NOT IN A ZONE II NOTES: 125" FEMA FLOOD •SIDE VIEW OBSERVED i HIGH 1. ONE 'ACCESS COVER PER SYSTEM SHALL BE RAISED TO FINISH GRADE. ZONE DISTRICT: ZONE "X" AS SHOWN ON 138" 004 PERCOLATION _N7 GROUNDiPJATER 2. CHAMBERS SHALL BE 500 GALLON LEACHING DRYWELL, MANUFACTURED BY SHOREY OR APPROVED EQUAL PANEL #25001 C0588J D04TEST RANGE = 3. GEOTEXTILE FABRIC MAY BE USED IN LIEU OF DOUBLE WASHED STONE. Gi o� add" DATED 7/16/14 STABLE BASE `-6" MINIMUM - 3 4" TO 1-1 2" PLAN VIEW S60 / / S?OCKADE FENCE FIRST FLOOR CRUSHED STONE �/` aoeunERnve.vvEsrrnrunouni SECTION VIEW I X 104.5 NOTES: ,.� i' 0 1. .PROVIDE INLET TEE OR BAFFLE WHERE SLOPE OF PIPE EXCEEDS 0.08. FT./FT OR GEI V E R A L N TES /F N IN PUMPED SYSTEM. `�.� LOT 88 0 3 1. THIS PLAN IS INTENDED, FOR THE PERMITTING AND CONSTRUCTION OF THE 2. FIRST TWO FEET OF PIPE OUT OF DIST. BOX TO BE LAID LEVEL. I PROPOSED SEWAGE DISPOSAL FACILITIES AND THE ASSOCIATED SITE WORK. OBSERVATION 3. ALL PIPE CONNECTIONS AND CONCRETE CONSTRUCTION SHALL BE WATERTIGHT. PORT . R 0 $00 GALLON X 103.2� 2 ALL CONSTRUCTION ME AND MATERIALS SHALL CONFORM TO 310 CM 15 00 4. FILL ALL UNUSED KNOCKOUTS WITH MORTAR. CONIC. LEACHING . LEAC:• Ir;:;:.:.:;.; • : .• , CHAMBER. TYP.) •�a,..:.•�;,,,;;°f"��fT ��;;:: AND YARMOUTH. BOARD�OF HEALTH REGULATIONS. ( �......:... 5. CONCRETE COVER SHALL BE RAISED TO WITHIN ' 6 INCHES OF FINISHED GRADE.X 103.E ' O 0. 3. THERE ARE NO KNOWN )OR PROPOSED PRIVATE WELLS LOCATED WITHIN 150 FT. OF THE w lid ASSUMED BENCHMARK 21.4' '1' i ` '�I' a::� LEACHING FACILITY � SPIKE SET IN REAR --'� PROPOSED YARD. ELEV=103.6 TEST PIT O ��0� 4. IF AN OVERDIG IS SPECIFIED, REMOVE ALL TOPSOIL, SUBSOIL AND OTHER UNSUITABLE DESIGN CALCULATIONS PROPOSED MATERIALS. LO M O PUMP, CRUSH N DIST. BOX NAND 0o DESIGN FLOW O � Z EXISTING REMOVE �� � 5. IF AN OVERDIG. IS SPECIFIED, REPLACE ALL. EXCAVATED MATERIALS WITHIN THE LIMIT OF CoPROPOSED X 103.5 '- f S I X .102.8 o CESSPOOLS FROM EXCAVATION WITH CLEAN GRANULAR SAND, FREE FROM ORGANIC MATERIAL AND 3 BEDROOMS ® 110. GPD/BEDROOM = 330 GPD 1,500 GALLON w ��� N NEW SEPTIC O`er DELETERIOUS SUBSTANCES. MIXTURES•AND LAYERS OF DIFFERENT CLASSES OF SOIL SEPTIC TANK A LOCATION . REQUIRED SEPTIC TANK � SHALL NOT BE USED. FILL SHALL NOT CONTAIN ANY MATERIAL LARGER THAN 2 a� rri INCHES. A SIEVE ANALYSIS USING A #4 SIEVE SHALL BE PERFORMED ON A = GALLONS - v' N % REPRESENTATIVE SAMPLE OF FILL . UP TO 45% BY WEIGHT MAY BE RETAINED ON THE 330 GPD X 200% 660 GALLO _ DECK '.BULKHEAD USE 1,500 H-10 GALLON SEPTIC TANK. m 10 #4 :SIEVE. SUCH ANALYSES MUST DEMONSTRATE THAT THE MATERIAL MEETS EACH OF cn THE FOLLOWING SPECIFICATIONS: S17F OF REQUIRED_ LEACHING FACILITY. � - -- 1.5 STORY az DESIGN PERC. RATE: <2Co. MIN/INCH 100% MUST PASS #4 SIEVE w LONG TERM APPL RATE: . 0.74 GPD/SF = - CAPE #.40 10% MUST PASS #50 SIEVE 330 GPD + 0.74 GPD/SF = 446 SF `� - FF 106.86. 20% MUST PASS #100 SIEVE x � TOF=106.1 c� LOT 87 TO =106. o SI7F OF LEACHING FACILITY PROVIDED 0-5% MUST PASS #200 SIEVE _IL IL 6. EXISTING UTILITIES WHERE SHOWN ON THE PLANS ARE APPROXIMATE. THE ENGINEER USE .(2) 500 GALLON H-20 CONCRETE LEACHING CHAMBERS IN TRENCH �-- I DOES NOT. GUARANTEE, THEIR ACCURACY OR THAT ALL SUBSURFACE STRUCTURES ARE CONFIGURATION WITH 4' STONE. ON ENDS AND 4' STONE ON SIDES. STOOP LOT. 8� o� SHOWN: CONTRACTOR ;SHALL VERIFY THE SIZE, LOCATION AND ELEVATION OF INVERTS a BOTTOM AREA: 25' X 12.83' = 320.7 S.F. --. OF UTILITIES AND STRUCTURES, WITHIN THE LIMIT OF WORK, PRIOR TO THE START OF SIDEWALL AREA: 2 X (2 X (25' + 12.83')) = 151.3 S.F. �. � CONSTRUCTION. IF ANY DISCREPANCIES ARE DISCOVERED OR FIELD CHANGES EFFECTIVE LEACHING AREA = 472 S.F. I . 3 . � I � REQUIRED, THE CONTRACTOR SHALL NOTIFY THE ENGINEER IMMEDIATELY. Do 472 S.F. X 0.74 GPD/S.F. .= 349 GPD (INSTALLED CAPACITY) I 0 349 GPD > 330 GPD (19 GPD RESERVE CAPACITY PROVIDED) I 7. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROPERLY COORDINATING THE cv p Q PROPOSED CONSTRUCTION ACTIVITIES WITH DIG -SAFE AND .THE APPLICABLE UTIUTY o I z 3 r c� COMPANIES, AND SHALL COMPLETE THE PROPOSED WORK WITHOUT ANY INTERRUPTIONS R 0 3 ra IN SERVICE. 1.500 GALLON SEPTIC TAN K H -1 V ( ` 8. CONTRACTOR IS REQUIRED TO NOTIFY DIG -SAFE, PER MASS. STATUTE CHAPTER 82, 0 � 1NOT TO SCALE X,o4.4SECTION 40 (1-888-344-7233) A MINIMUM. OF 72 HOURS PRIOR TO THE START OF I '37'55=E 95. 0 U \ S55 _ 0 '. � CONSTRUCTION. 0 °- NOTES: RAISE AT LEAST ONE EXISTING COVER" -' -- 9. THIS SYSTEM IS NOT D�SIGNED FOR THE USE OF. A GARBAGE GRINDER. INSTALLATION TO WITHIN 6". OF FINISHED GRADE 1. SEPTIC TANK SHALL BE STEEL REINFORCED CONCRETE. THE .RISER SHALL BE 18" HDPE PIPE OR USE OF A GARBAGE GRINDER AT THIS PROPERTY IS NOT ALLOWED PER 310 CMR cn 2. SEPTIC TANK. SHALL BE CAPABLE OF WITHSTANDING H-10 LOADING. � 15.240(4). � 3. ALL PIPE CONNECTIONS AND CONCRETE CONSTRUCTION 6' MAX.CONC. COVER'AVENUE ® SHALL BE .WATERTIGHT. BUTLER !'1 VE N. U E 10.. THE WATERLINE SHALL BE SLEEVED OR RELOCATED PRIOR TO CONSTRUCTION OF THE 4. TEES SHALL BE SCH. 40 PVC AND SHALL BE LOCATED . ASSUMED .BENCHMARK E FROM TANK R N ACCESSIBLE AREA WITHIN 12 OF TANK WALL AND A MAG NAIL SET IN � R 3 � - NOT TO SCALE. NEEDED). RESERVE AR (IF. c COVER.. BLACKTOP. ELEV-104.25 (40 WIDE -PUBLIC WAY) CL 5. FILL ALL UNUSED KNOCKOUTS WITH HYDRAULIC CEMENT. cwi� 4" EL=106.1 4= SCH. ., PVC i L= 15 FT. N TOP FOUNDATION FIRS-0.03 0 10-6 - :. a •.; •.. TO BE EPSET LEVEIPE L FINISH GRADE - 10'-0"y EL 103.5f 4 SCH. 40 PVC FOR . MIN . 2' 103.5-103.8 • 10" '0 3" �� , S 0.04 �� . 4" SCH. 40 PVC 4' MIN. 5-8. r. LIQUID 10 LOCATE DEPTH j - INLET TEE a TOP=====__=__ OUTLET.TEE ==_===_=== UNDER COVER 1=100.85 100.00 W/GAS BAFFLE 3 N 3» 1=101.10 1=100.40 1=100.23, 98.00 i A .. , • • .r LEACHING DISTRIBUTION 5.2 SEPARATION CHAMBERS °" SEPTIC TANK BOX 5i NOTE: ELEV= 92.8 E Z PLAN VIEW CROSS-SECTION VIEW PROVIDED D S. . . E HGW., MAGNETIC REFLECTIVE TAPE SHALL BE P DED ESTIMATED . IN THE TRENCH OVER ALL PVC PIPING Az 7T i - LOCUS ` 1-5 7- BUTLER AVE. U) z � � CO U � � p N O v 28 DO M LOCUS MAP NOT TO SCALE � Cy BRIAN G. G� YERGATIAN CIVIL CA .0 9 No.46206 �01 ONAI BRIAN G. YERGATI DA PROFESSIONAL ENGINEER SEPTIC SYSTEM DESIGN #40 BUTLER AVE IN WEST YARMOUTH MASSACHUSE17S (BARNSTABLE COUNTY) SITE PLAN JULY 30, 2018 NO. DATE DESC. Yarmouth Health Department PRGIV D Coe Date PREPARED FOR: JOHN SILVIA / DANIELL ZOINO 40 BUTLER AVE WEST YARMOUTH, MA. 02673 5087560-0918 BSC 349 Route 28, Unit D W. Yarmouth, Massachusetts 02673 508 778 8919 © 2018 BSC Group, Inc. SCALE: 1" = 20' 0 10 20 40 �r FI LE:, P:\prj\50223-SEP.DWG DWG. NO: 6534-01 SHEET 1 OF 1 JOB. NO: 5-0223.00