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HomeMy WebLinkAboutEngineered Plan - 2017SOIL TEST PIT DATA LEACHING FIELD DETAIL 1,00 GALLON SEPTIC TANK (H-10 NOT TO SCALE NOT TO SCALE NOT TO SCALE TEST. PIT TP-, GRD. EL 10.7 ONSITE SOIL EVALUATION " 4 PERFORATED PVC RAISE AT LEAST ONE 2" MIN. OF 1/8" TO 1/2" NOTES: EXISTING COVER TO SHGW EL 3.4 MAY 10 2017 W/SCRE CAP TO EXTEND DOWN TO NATURAL SUBGRADE 3/4" TO 1-1/2" DOUBLE WASHED STONE OR DATE: 1. SEPTIC TANK SHALL BE STEEL REINFORCED CONCRETE.. WITHIN 6" OF FINISHED 771. A SANDY LOAM 10YR 3/2 B LOAMY SAND 10YR 4/6 C MEDIUM/COARSE SAND 10YR 5/8 - MIN. 2X SLOPE DOUBLE WASHED STONE APPROVED GEOTEXTRE . 2 NK CAPABLE OF WI STANDING - TEST BY: BSC GROUP, INC. OVER LEACHING FIELD SEPTIC TA SHALL BEC TH H 10 GRADE THE RISER WITNESSED BY: AMY VON HONE, B.O.H. CONTAINING NO FINES LOADING. SHALL BE 18" HDPE PIPE 4" MIN. LOAM AND SEED 3. .ALL PIPE CONNECTIONS AND CONCRETE CONSTRUCTION LICENSED SOIL EVALUATOR: KIERAN J. HEALY, PLS SHALL BE WATERTIGHT. 6" MAX. 9" PERCOLATION RATE: 3 MINS./INCH. 12" MIN. COVER I 4. TEES SHALL BE SCH. 40 PVC AND SHALL BE LOCATED WITHIN 12" OF TANK. WALL AND ACCESSIBLE FROM TANK SOIL CLASS: CLASS 1 �:. :.,;...•:: -. r . : x- • •. • .a: ,: •: • COVER. LT.A.R.: 0.74 GPD/S.F. 5. FILL AUNUSED KNOCKOUTS WITH HYDRAULIC CEMENT. 4" 6" p » » ._ ._ SCH. 40 PVC PIPE 34" LEGEND (TYP.) 2.0' S' S' 10'-0" LEVEL BOTTOM10" a 30' 3» 6 UNSUITABLE P OF CROSS-SECTION 4' MIN. MATERIALS ® ESTIMATED UQUID - SEASONAL HIGH _ _ _ 4'-6" LOCATE DEPTH 4 5'-8" (TO BE REMOVED) _ GROUNDV"DATER 5,_8» INLET TEE OUTLET TEE 88" _ _ _ UNDER COVER W/GAS BAFFLE " 3" OBSERVED 3 103" PERCOLATION _� GROUNDWATER � � •a . . 1 TEST RANGE _ PLAN VIEW a CROSS-SECTION VIBENCHMARK EW CONCRETE BOUND J' BOX 1 FOUND & HELI) U TI O N ®O X DETAIL(H__- 1 ® ELEVATION 11.63 / �`�_DISTRIBNAvp-,988 J GENERAL NOTES NOT TO SCALE \ " G \ REMOVABLE 6 MAX. \ 1. THIS PLAN IS INTENDED FOR THE PERMITTING AND CONSTRUCTION OF THE SEWAGE COVER \ \ \ �� 8�Z p % 4 � DISPOSAL FACILITIES .AND ASSOCIATED SITE WORK. `� CATCH\ \ I _ BASIN �" \ 2 ALL CONSTRUCTION METHODS AND MATERIALS SHALL CONFORM TO 310 CMR 15.000 HDPE RISER REMOVE &DISPOSE . G t>� ____, _ EXISTING 4" .C.1 PIRE \ IIn \\ AND YARMOUTH BOARD OF HEALTH REGULATIONS. INSTALL 2-45' BENDS WATER \ V 3» 21" W/CLEANOUT ACCESSIBLE SERVICE . \ \ \ Y WALLS �� AT GRADE /. s1 \ �� \ 3. THERE ARE NO KNOWN OR PROPOSED PRIVATE WEU LOCATED WITHIN 150 FT. OF THE \ \ \ PROPOSED LEACHING; FACILITY. 4. IF AN OVERDIG IS SPECIFIED, REMOVE ALL TOPSOIL, SUBSOIL AND OTHER UNSUITABLE 9-1/2" » O OL, (5) 5 DIA. 5� � \� O \\ MATERIALS. 13" 1KNOCKOUTS �4 G \ 11-1/2" \ \ 5. IF AN OVERDIG IS SPECIFIED, REPLACE ALLEXCAVATED MATERIALS WITHIN THE LIMIT OF EXCAVATION .WITH CLEAN GRANULAR SAND, FREE FROM ORGANIC MATERIAL AND 0 DELETERIOUS SUBSTANCES MIXTURES AND LAYERS OF DIFFERENT CLASSES 0 SIL 2 BOTTOM ON LEVEL _ .ti0� G 11.4 \\ �\ � SHALL NOT BE USED. FILL SHALL NOT CONTAIN ANY MATERIAL LARGER THAN 2 STABLE BASE 6 MINIMUM �, / \ \ INCHES. A SIEVE ANALYSIS USING A #4 SIEVE SHALL BE PERFORMED ON A Z 3/4" TO 1-1/2" PLAN �h/ S \ \ REPRESENTATIVE SAMPLE OF FlLL. UP TO 45X BY WEIGHT MAY BE RETAINED ON THE CRUSHED STONE va /\\ \� #4 SIEVE. SUCH ANALYSES. MUST DEMONSTRATE THAT THE MATERIAL MEETS EACH OF F= SECTION VIEW �O� THE FOLLOWING SPECIFICATIONS:. m NOTES• / / / ?app, \ \ \ \ 10OX MUST PASS #4 SIEVE 1. PROVIDE INLET TEE OR BAFFLE WHERE SLOPE OF PIPE EXCEEDS 0.08 FT./FT OR 10X MUST PASS #50 SIEVE a IN PUMPED SYSTEM. PROPOSED / \ \ _ BED#2 \ \ `\ 0-5X MUST PASS #200 #00 SSEVE 2. FIRST TWO FEET OF PIPE OUT OF DIST. BOX TO BE LAID LEVEL 1,500 GALLON CLEANOUT �` 11.4 \ bi SEPTIC TANK 3. ALL PIPE CONNECTIONS AND CONCRETE CONSTRUCTION SHALL BE WATERTIGHT. �9�. �\ `\ 6. EXISTING UTILITIES WFERE SHOWN ON THE PLANS ARE APPROXIMATE. THE ENGINEER o 1'°` X _ %' \ \ DOES NOT GUARANTEE TH R ACCURACY OR THAT'ALL SUBSURFACE STRUCTURES. ARE, SHOWN. N 4. FILL ALL UNUSED .KNOCKOUTS WITH MORTAR. 5, LIVING LOT 3' & L O / 32 \ \\ CONTRACTOR SHALL VERIFY THE SIZE, LOCATION AND ELEVATION OF INVERTS OF U11UTIES C 5. CONCRETE COVER SHALL BE RAISED TO WITHIN 6 INCHES OF. FINISHED GRADE. c 13,2001 S.F. \ \ \ AND STRUCTURES, WITHIN THE LIMIT OF WORK, PRIOR TO THE START OF CONSTRUCTION. IF BED#1 BUILDING SET ON \ \ ANY DISCREPANCIES ARE DISCOVERED OR FIELD CHANGES REQUIRED, THE CONTRACTOR 0 0 2 CRAWL SPACE 0 �� ^ s�o ELEV=10.3f \ \ \\ SHALL NOTIFY THE ENGINEER IMMEDIATELY. . NDESIGN CALCULATIONS v �9cF `\ `\ THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROPERLY COORDINATING THE Z \ \, PROPOSED CONSTRUCTION ACTIVITIES WITH DIG -SAFE AND THE APPLICABLE UTILITY DESIGN FLOW GAS . \ COMPANIES, AND SHALL COMPLETE THE PROPOSED WORK WITHOUT ANY INTERRUPTIONS IN M I METER KITCHEN -, SERVICE. CD (EXISTING 2 BEDROOM MIN. TITLE. 5 DESIGN 3 BEDROOM) Q O / \ F= 3 BEDROOMS ® 110 GPD BEDROOM 330 GPD O a -oxw---- °xw-" oxw- \ /� 8. CONTRACTOR IS REQUIRED TO NOTIFY DIG -SAFE, PER MASS. STATUTE CHAPTER 82, a / L '� .��- -- -- S 1: SEWER UNE ---�-- oxw--- -\- ot;w--------- . f �/ S� S PERA OWNERS \\ \ \ oxw - �-- oxV,, _ _ _ o; �w----- --- SECTION 40 (1-888-344-7233) A MINIMUM OF .72 HOURS PRIOR TO THE START OF REQUIRED SEPTIC TANK t OHW-- S+ 330 GPD X 200X = 660 GALLONS 4 �•`S a 11.5 FATHER PORCH BIT. / / �� ox��Y� off f� _ +_ CONSTRUCTION. PROPOSED PARKING. \ D.B. LEACHING FIELD \ oHW USE 1,500 GALLON H-10 SEPTIC TANK 1 a 5 �, s`''.: WITH 3 LATERALS /\� /\ �-____ oHU OHW---' � 9. THIS SYSTEM IS NOT DESIGNED FOR THE USE OF A GARBAGE GRINDER. INSTALLATION .< ::.y SPACED 5' O.C. // \/ _:---- oHw -� _x 11.5 OR USE OF A GARBAGE GRINDER AT THIS PROPERTY IS NOT ALLOWED PER 310 CMR IttSIZE OF REQUIRED LEACHING FACILITY ------- oHw ,n • s. 15.240(4). Ci \ : • < \ DESIGN FERC. RATE: <2 MIN/INCH • •: •: '.'ti , ; ",., . LONG TERM APPL RATE:. 0.74 GPD/SF ' • �' ' ` "`s'•� �°' \ \ BRICKPATIO `\ // i �' \ \ 10. THE WATERLINE SHALL BE SLEEVED OR RELOCATED PRIOR TO CONSTRUCTION OF THE 330 GPD + 0.74 GPD/SF 446 SF N •'� ' : ,� \` ^ \\ i \ RESERVE AREA (IF NEEDED). N SIZE OF LEACHING FACILITY PROVIDED :•q'. t;•� o .. • • \ / ` \ i i \ \ v USE A 450 SQ. FT. LEACHING FIELD (15'x30) 11.4 -' • \ / ` / / `w' BIT: SCHEDULE OF ELEVATIONS BOTTOM/EFFECTIVE LEACHING AREA = 450 S.F. �• • • ,•'� �' . \ � � i �" ,DRIVEWAY � �' EXISTING LEACH PIT TO •v • �' BE PUMPED DRY, I 0 .. , a, \ / ` / A 450 S.F. X 0.74 GPD/S.F. = 333 GPD (INSTALLED CAPACITY) CRUSHED AND REMOVED • TOP OF FOUNDATION 12_30 s '• 0 \ �_� �i { 0 333 GPD > 330 GPD (3 GPD RESERVE CAPACITY PROVIDED) FROM PROPERTY IN / \ '•--'-� 4" INVERT AT BUILDING 10.20 B a ACCORDANCE WITH LOCAL i ' • g M • • ' / \ `. _' - ~�--. ( ) AND STATE REQUIREMENTS i 4" INVERT AT SEPTIC TANK IN ;Z C a I OBSERVATION '� i 4" INVERT AT SEPTIC TANK (OUT) �,4Q D N ^ \ e INVERT AT DIST. BOX .(IN) a U E . 1 / X e INVERT AT DIST. BOX (OUT) %M F ~ LOCUS INFORMATION � y�rR � � � / : \ 10.8 ( ELEVATIONS AT LEACHING FACILITY: rn . v 1< Ao _ TP#1 \ 4" INV. AT START OF LATERALS. � G (BREAKOUT 9.50). CL CURRENT OWNER: JENNIFER A. GUANDALINI 'moo / o0 4" INVERT AT END OF LATERALS 8.90 H C> RICHARD C. GUANDALINI `po, �. �,�0• BOTTOM OF LEACHING FIELD 8.40 J SHED PROPOSED ESTIMATED SEASONAL HIGH GROUNDWATER 3,0- K N RESERVE ARFA TITLE REFERENCE: DEED BOOK 29158, PAGE .35 0 j 3 PLAN REFERENCE: PLAN BOOK 58, PAGE 21 \ \►,h� E! > SYSTEM PROFILE ASSESSORS MAP: 17 NOT TO SCALE _ .� PARCEL: 59 ._ o ZONING DISTRICT: R-25 10.4 EL -A CD 4" SCH. 40 PVC N SETBACKS: FRONT 30 \ / ! TOP FND. L= 24 FT. FIRST PIPE LENGTH C) SIDE 15' \/ / TO BE SET LEVEL FINISH GRADE REAR 20, / S ` . 4" SC N 2' 11.4-11.5 / EL 11.61 0 023 e 3 . 40 ,PVC FOR MIN. N MINIMUM LOT SIZE: 25,000 S.F. S=0.02 a SCH. 40 PVC c EXISTING UPLAND LOT AREA: 13,200±S.F. / C.O. NITROGEN SENSITIVE I L ZONE: NOT A ZONE II j VARIANCES REQUESTED I=B ,=G o FEMA FLOOD y :� N ZONE DISTRICT: X -OTHER, 7/16/1.4, #25001 CO588 J ti' NONE I=C I=E i=F LEACHING 10.7 i OVERLAY DISTRICT: NONE; 4' REQUIRED FIELD .:� . DISTRIBUTION 5' SEPARATION PROV. NOTE: SEPTIC TANK BOX, K z MAGNETIC REFLECTIVE TAPE SHALL BE PROVIDED ESTIMATED S.H.G.W. (OBS. WELL BY.OTHERS) IN THE TRENCH OVER ALL PVC PIPING 28 w D SILVER LEAF LANE z Q a LEWIS BAY RD. s m LOCUS 8 LOCUS MAP NOT TO SCALE H OF Mgss9 cy BRIAN c YERGATIAN CIVIL CA •o .9 No.46206,0 �;0 FG/STEP �SS�ONAL BRIAN G. YERGATIAN DATE PROFESSIONAL ENGINEER RECE IVLE,D mAY Z 4 2017 SEPTIC SYLST DEPT UPGRADE 9 LEWIS BAY ROAD IN WEST YARMOUTH MASSACHUSETTS (BARNSTABLE COUNTY) SITE PLAN MAY 18, 2017 NO. DATE DESC. Varmouth Health Departrnent ED . w,e Date PREPARED FOR:. CHRIS GUANDALINI 91 DAMASCUS ROAD BRANFORD, CT 06405 GUAND023HOTMAIL.COM BSC OUP 349 Route 28, Unit D W. Yarmouth, Massachusetts 02673 508 778 8919 © 2017 BSC Group, Inc. SCALE: 1" = 10' 0 5 10 20 nr FILE: ... Projects-YAR\5011200\Civil\D\50112-SP.d wg DWG. NO: 6449-01 SHEET 1 OF 1 JOB. NO: - 5-0112.00