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HomeMy WebLinkAboutEngineer PlanTOP OF FOUNDATION ELEV=106.56 50' OF 4" SCH 40 PVC, S=0.020 MIN. NINV.=104.40 (REAR) INV.=98.99 (SIDE) INV.=98.10 SYSTEM PROFILE NOT TO SCALE 9B.38 100.73 9" MIN. COVER 36" MAX. COVE �10" PROPOSED 1,500 GALLON4� REINFORCED CONCRETE SEPTIC TANK (H,0) TEE WITH GAS BAFFLE (CENTERED IN TANK OPENING) RISER ON D -BOX TO RISERS TO BE BROUGHT TO BE BROUGHT TO WITHIN WITHIN 6" OF GRADE 6" OF GRADE RISER ON CHAMBERS TO SITE INFORMATION PROVIDE INLET TEE BE BROUGHT TO WITHIN 6" OF GRADE ADDRESS: 8 EILEEN STREET, YARMOUTHPORT ELEV.=100.20 MAX MAP/LOT: 135/108 .__.._. _ ------------ -� DEED REFERENCE: 7996/275 PROVIDE SPEED LEVELERS ON OUTLETS 9" MIN. COVER 2" OF N ON WOVEN OR DESIGN CALCULATIONS 12' OF 4" SCH 40 36" MAX. COVER GEOTEXTILE WOVEN PVC, S=O. 10 MIN. 14' OF 4" SCH 40 (LONGER RUN) ELEV.=97.20 .DESIGN FLOW PVC, S=0.010 MIN 110 GALLONS/DAY/BEDROOM X 3 BEDROOMS=330 GALLONS/DAY LEVEL STABLE BASE PROPOSED CONSISTING OF 6" SEPTIC TANK CRUSHED STONE N/F JENNIFER RAPP 9 SETUCKET ROAD MAP 135, PARCEL 107 x 106.75 IP(FND) STT 106.55 \ • � ', `� 110.3 i6 LEVEL STABLE BASE CONSISTING OF 6" CRUSHED STONE PROPOSED 3 -OUTLET DISTRIBUTION BOX (H20) PROPOSED DISTRIBUTION BOX SETUCKET I ROAD LOCUS QBv___` '-/410.07 SCALE 1"=1000' QC, x 106.46 0� r♦/ 6 W. 1D4.43 x A:63p'pp„ w q00, x409.02 fj x 106.41 LOT 2 18,750 SQ.FT.± �� ''��_..._. 0.43 ACRES± $ \ X1 x 102.12x ' ' " 108.31 r, 106.07 -. FX p4ilp o IP(FND) WACa 700 co T h O `.� x 105.88 w � 0 © ® ® TANK CAPACITY ® © © ® © r__2' DEPTH OF 1j" DOUBLE 450% DAILY FLOW = 1,485 GALLONS; USE 1,500 GALLON TANK F =1 ED ® F WASHED STONE z ®--�..-- - ELEV.=94.85 DESIGN EPERCARATE CAPACITY 5 MIN/INCH 4' 4.83' X 8.5' LEACHING CHAMBER4' 330 GPD / 0.74 GPD PER SQ. FT. =445.95 SQ. FL (SEE SITE PLAN FOR ORIENTATION) 5' MINIMUM SEPARATION TO (2)-500 GALLON H-10 LEACHING CHAMBERS SEASONAL HIGH GROUNDWATER PROVIDED LEACHING CAPACITY BOTTOM AREA= 25' X 12.83' =320.75 SQ. FT, PROPOSED v SIDE AREA = 75.66' X 2.00' =151.32 SQ. FT. SOIL ABSORPTION SYSTEM = NO WATER WAS OBSERVED DURING =472.07 SO. FT, 0" 8" 28" TP -1 A LOAMY SAND 10YR 3/2 B LOAMY M. SAND 10YR 4/6 Ci MED/COS SAND 10YR 6/4 0.02 .35 .68 PFRC 0 68" 122" 89.85 MOTTLING: NONE - `--WEEPING_ "-NONE PERC RAT :<2 MIN./IN. SOIL PROFILES DATE: MAY 12, 2022 PERFORMED BY: RICK JUDD, RS, SE WITNESSED BY: JAY GARDINER NOT TO SCALE 9�y54 % P x 10?, 3 x 106 - 9$ 93 _ GALLON 0 0 q �- AW LKOUT LEVEL GYD 7) PRECAST SEPTIC ry4' - ,.7 x TANK (H10 0 98.2'2 )JP I E - 58.94 0 M/N 10 X- -- _ - -. RISER TO WITHIN w P(FND)x 96.42' " 98 \ �73T 'o 0 6"... OF GRADE, (TYP.) \ ` M v 0 3' -OUTLET O ., 'xz µ r DISTRIBUTION \,104.89x pAOp ! 00.23`` 1ih{4 23 BOX (IH2O) FRTy 98 x 101.1 F3 </ EXISTING LEACH PIT HF ( AND, CESSPOOL ) r` , (TO BE RE40VED) NCHMARK RISER TO WITHIN- t f, 00.(}2 6:OP GRADE NAIL SET IN PAVEMENT 66. x " r` ELEVATION 100.42 300„ W 94.6 ?, �r r 7Sp 00 x i N/Fk: 0J (2) 500 -GALLON / LAWRENCE G JENKINS O � LEACHING CHAMBERS i MARYANN BURNS , i0 N/F (H10 ) i 8 WIANNO ROAD JOSEPH & MARILOU ALLEN / MAP 135, PARCEL 129 ^00� 14 EILEEN STREET LIMIT OF STONE MAP 135, PARCEL 109 THE TEST HOLE EXCAVATIONS. PROPERTY LINE - - - EXISTING CONTOUR BOTTOM HOLE GALLONS PER DAY PROVIDED =349.33 GPD EXISTING FENCE ELEV=89 OFDEEPEST EXISTING OVERHEAD UTILITIES -W-- EXISTING WATER UNE TH-1 GENERAL NOTES: PIT/PERC TEST 1. NONE OF THE SUBJECT PROPERTY IS WITHIN THE LIMITS OF A FEMA FLOOD _Q FH EXISTING FIRE HYDRANT UP -0- HAZARD ZONE AS SHOWN ON PANEL NO. 25001CO579J, EFFECTIVE DATE BH BULKHEAD 10� JULY 16, 2014. 2. THE SITE IS NOT LOCATED WITHIN A ZONE 11 AREA. PORCH (UNHEATED) 3. THERE ARE NO STREAMS OR WETLANDS WITHIN 100 -FEET OF THE PROPOSED SUBSURFACE SEWAGE DISPOSAL SYSTEM. 4. VERTICAL DATUM IS ASSUMED 5. ALL CONSTRUCTION MEANS AND METHODS SHALL CONFORM TO 310 CMR BEDROOM BATH BEDROOM KITCHEN 15.00 STATE REGULATIONS AND LOCAL BOARD OF HEALTH AND BUILDING DEPARTMENT REGULATIONS. 6. ALL JOINTS IN THE TANK AND DISTRIBUTION BOX SHALL BE MADE WATERTIGHT THROUGH THE USE OF ASPHALT OR SYNTHETIC POLYMER SEALERS OR HYDRAULIC CEMENT. BEDROOM LIVING DINING 7. DIGSAFE AND LOCAL UTILITY COMPANIES SHALL BE CONTACTED PRIOR TO ANY EXCAVATION OCCURRING. B. LOCATION OF UTILITIES ON THIS PLAN ARE APPROXIMATE AND SHALL BE FRONT VERIFIED IN THE -FIELD. FLOOR PLAN SEPTIC 1 SHLL NOTIFY THEDTOIALLOWGIESGN R 2 DAYS GNSTAALLATIONA F THE SYSTEMNSTLLER PRIOR TO BEGTHE INN FOR NOT TO SCALE SCHEDULING OF INSPECTIONS 10. WHERE APPLICABLE, UNSUITABLE MATERIAL (A & B HORIZONS) ENCOUNTERED BELOW THE INVERT OF THE INLET TO THE SOIL ABSORPTION SYSTEM, SHALL BE REMOVED TO A DISTANCE 5' AROUND THE SYSTEM AND BROUGHT BACK Yarmouth Health Department TO THE APPROPRIATE ELEVATION WITH CLEAN SAND PER MASSACHUSETTS 310 �N i.m inHSd`i 2� g f)SA J. M9NTZ O CIVIL f�� N0.52�9F CMR 15.00 REGULATIONS. 11. THIS DESIGN DOES NOT ALLOW FOR THE USE OF A GARBAGE GRINDER Date 12• EXISTING CONDITIONS SURVEY PERFORMED BY PAUL E. SWEETSER, PLS IN MAY 2022 4 CRESTVIEW DRIVE EAST SANDWICH, MA 02537 PHONE: (508) 400-2365 SITE DESIGN, LLC Residential Site Design and Permitting cocana✓.• 8 EILEEN STREET YARMOUTHPORT, MA 02675 GY/ENT LAURIE FITZGERALD 8 EILEEN STREET YARMOUTHPORT, MA 02675 "AM =4' SITE PLAN AND PROFILE S'G4[E• L107EF LMiifAV M2 1"=20 5/12/2022 1 ar 1 PROPERTY LINE - - - EXISTING CONTOUR - -104 - - PROPOSED CONTOUR X X x X EXISTING FENCE - E ------ EXISTING OVERHEAD UTILITIES -W-- EXISTING WATER UNE TH-1 LOCATION OF TEST PIT/PERC TEST 99.76 X EXISTING SPOT ELEVATION _Q FH EXISTING FIRE HYDRANT UP -0- EXISTING UTILITY POLE BH BULKHEAD 10� PROPSED SPOT GRADE �N i.m inHSd`i 2� g f)SA J. M9NTZ O CIVIL f�� N0.52�9F CMR 15.00 REGULATIONS. 11. THIS DESIGN DOES NOT ALLOW FOR THE USE OF A GARBAGE GRINDER Date 12• EXISTING CONDITIONS SURVEY PERFORMED BY PAUL E. SWEETSER, PLS IN MAY 2022 4 CRESTVIEW DRIVE EAST SANDWICH, MA 02537 PHONE: (508) 400-2365 SITE DESIGN, LLC Residential Site Design and Permitting cocana✓.• 8 EILEEN STREET YARMOUTHPORT, MA 02675 GY/ENT LAURIE FITZGERALD 8 EILEEN STREET YARMOUTHPORT, MA 02675 "AM =4' SITE PLAN AND PROFILE S'G4[E• L107EF LMiifAV M2 1"=20 5/12/2022 1 ar 1