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HomeMy WebLinkAbout83-1411C C L R z z x ° K yew CU1rn �Oo c a -Q o'a atcmv� of�Q 7 _5BOLL Q Z y�� 7� Z WO ° [`Du°_�}co3¢°7 (LOZ St> �W f -D m ° 0U Lmr�ao3�ooa �O H m m - h -o t m o rn~ 0 CC Z2°z ° ° c mmvE EFS -am�Y }}ru STANDARD NoTES !/ TNS PLAY L9 FVR 17t? INSTALLATION OR IREPAIA OF A SFP77Z SY5TP4 ANO IS fiOT 1NTEff,0ED FOR SURVEYING OR ZONhVC PURPOSES. 2) ALL INSTALLATION PROCEDU= AND MATERIALS SHALL CONFORM TO 310 CMR 15.000, THE STATE ENVIR0XA1MVT4L COD4 TITLE 5, AND THE TOWN OF _KA R QUTE_ SUDSURFACE DISPOSAL REGULATIONS. 3) NO DETERMINATION HAS BEEN - MAUE AS TO COMPLIANCE OF A VAII <1 RLE PROPERTY INFORMATION WITH RECORDED DEEDS OR ZONNC REGULATIONS. 4) ?OWN WATER SERVICES THIS PROPERTY. 5) THERE ARE NO KNO WN PRIVATE WELL S ' ON THIS PROPERTY OR K THIN 100' OF THE PROPOSED SOIL ABSORPTION SYSTEM. 6) ALL COVERS OF SYSTEM COMPONENTS SHALL BE BROUGHT 719 R MLV 12" OF FINISHED GRADE, A'TTH ONE COYER OF THE SEPTIC TANK BROUGHT WITHIN 6" OF GRADE. ?) ALL SYSTEM COMPONENT'S SHALL REM,4W ACCESSIBLE FOR INSPECT(ON. NO STRUCTURES SHALL BE LOCATED DIRECTLY UPON OR ABO VLF THE. COMPONENT ACCESS LOCATIONS, WHICH WOULD INTERFERE AT.?H THE PERFORMANCE, ACCESS, INSPECTION PUMPNG OR REPAIR 8) NO DRIVEWAY, PARKING OR TURNING AREA, OR OTHER IMPERYIO US AREA SHALL BE LOCATED ABOVE A SOIL ABSORPTION SYSTEM, EXCEPT WHEN C7L?hrTING NAS BEFN PROVIDED. 9) SEPTIC TANWY,, GREASE TRAPS, p4SING CHAMBERS AND DISTRIBtITION BOX'S SHALL f?E PLACED ON A 6' STONE BASE TO ENSURE STABILITY AND PREVENT SETTLING: 10) OUTLET DISTRIBUTION LINES SHALL F"AN LEVEL FOR A MMMUM OF THE FIRST TWO FEET OF THEIR LENGTH. 11) ALL SYSTEM COMPONENTS SHALL BE CAPABLE OF n7HSTANDING H-10 LOADING UNLL'.SS THEY ARE UNDER OR WITHIN 10' OF DRIWWAYS OR PARKING OR TUR"G AREAS, IN WHICH CASE H-20 COMPONENTS SHALL BE USED. 12) ALL BUILDING SEWER LINES SHALL HAVE AN DIiNER DLUIETER OF 4" AND SHALL BE CAST-IRON OR SCHEDULE 40 PVH': 13) THE DEPTH OF THE TOP OF ALL SYSTEM COMPONENTS SHALL NOT EXCEED 36" UNLESS VENTING HAS BEEN PROVIDED. 14) fiT THE AREAS OF EXCAVATION, EXISTING GRADES SHALL DE REESTABLISHED UXLF.SS NOTED AS PROPOSED CONTOURS. 15) IF SOILS ARE ENCOUNTERED DURING THE EXCAVATION OF THE SOIL ABSORPTION SYSTEM, MT DIFFER NOTABLY FRO31 THE DEEP OBSERVATION HOLE LOG, CONTACT THE ENGINEER BEFORE PROCEEDING. 15) CONTRACTOR TO VERIFY LOCATION OF ALL UNDERGROUND UTILITIES BUOYANCY CALCULATIONS 1,500 GALLON H-10 SEPTIC TAffK WEIGHT OF EMPTY TAMC = 5.74 TONS (PER SHOREV FEIGHT OF 9" COYER = 9"x 5. 7'x 101. 5 x 0.055 TONS/CU FT = 2.5 717N5' TOTAL WEIGHT (TANK f COVER) = 8.2 2VNS WEIGHT OF FATER THAT TANK DISPLACES = EL OF HIGH G11' -- BGTMM EL OF TAMC 3I:r 5.7i 10.5r D. 0312 T01YS/CUFT = 5.8 TONS EMPTY TAMC AND CO VER ARE HEA VIER THEREFORE TANK RML NOT FLOAT. 1,000 GALLON H-10 PUMPING CHAMBER WEIGHT OF EMPTY CHAMBER - 4.1 717NS (PER SHOREY) WEIGHT OF 9" CO VER = 9"x 4.8'x 8.5 x 0.055 TONS/CU FT = 1.7 TONS 7VTAL HEIGHT (TAMC f COYER) = 5. B TONS WEIGHT OF WATER THAT TANX DISPLACES = EL OF HIGH G ii - BO77VM EL OF TAAW = -a 7'1- 3.7x 4.8's 8.5'x 0.0312 YONSICUFT = 4.7 TONS EMPTY TANK AND CO VER ARE HEA VIER 7NEREFORE TANK WILL NOT FZOAT. PUMP AND ALARM NOTE'S 1) PUHP MUST BE INSTAL1X.D ACCORDING 710 M.4NVFACT7l.?S SPECIFICATIONS 2) USE MY= JPM0, 1/2 HP PUMP, OR EQGTVALEWT 3) PUMP MU.Sr BE CAPABLE OF PASSLVG Z 25' SOLlD5: 4) ALARV MV3T BE WIRED ON SEPA.R 717 CLr''iC= FROM ?VMP. 5) ELECTRICAL WORK 717 BE MSPLr=D BY MMING INSPE=, R B) ALARM MUST BE LOC47E7D LV THE HOL'5'E TrP [IF F UNDAnnN EL too,9± E>QS'I G GR LFD SLWA-F EL 9917± -6' R -W MIN 8,5± ossa LEVEL - INVERT EL t• H-10 7,10± Gtis sAFTtc AT o TLET� 51 96.8 INVERT EL [NVCR r EL r RN ART H-10 96.501PUMP 92,6± WERI EL MTTCM EL 6' ;T BASE 92.0± arrnm EL 6' ZtrW HALE 271 5�*� f ALAW DN L -VEL T PIJ,PoN LEVEL T PUMP [IFP'LEVCL 26' 2 1 i is EXCA VA TION NOTES 1) EXCAVATE ALL AfATEP.IAL ABOVE SOIL HORIZON C (SEL' DEEP 0&7ERV4710N HOLE LOG) ;AT APPROXIXATE ELEVATION 4?3,3 FOR A LATERAL DISTANCE OF 5' (WIIEP POSSIBLE') IN ALL DIRSCTIONS BEYOND THE OUTER PERnVr EA. OF THE RETAIMNG >i'A�L 2) FILL MATERIAL SHALL CONSIST OF CLEAN GRANUL4R SAND, FREE FROIf ORGANIC A1477ER AND OTHER DELETERIOUS SUBSTANCES, )MICH MEETS THE TEXTURAL CRITERIA PUT FVP.TH IN SECTION 15 255(3) OF TM-- 5 3) SCARIFY THE B077011 SURFACE OF THE EXCAVATION PRIOR TO PLACEMENT OF FILL INTO ME RETAINING STRUCTUP.E 4) PLACE FILL ONLY KMV BJTTO:it SURFACE IS DRY. Test Hole #1 (EL = 103.5 f) Dqp {fn �l Soil soil Color Tern7 C�lor EV 8-4-77 �rt USD (1 ) Sidewall: 82 ¢ l07.7f C 43 /03.11- 0 107.&f A 8 102.81 A LOAMY SAND forR2/1 3f 100.9± B LOAMY SAND MYR41V 108 94.51 C1 M C SAND 2.5Y61E Deep Obs Hole Date: JUN 11. 1997 Soil Evaluator. RICHARD LEARNED Witne"ed By. A. VON HONX Pere Rate: <2 MIXIIN O 60" Soil Survey Description: CARVER Geologic MateriaL• OUT1fASH Depth to Standing Raten 102"(E'L=95.0f) Depth to Weeping hater. NA Depth to Mnttiiug(Color}. HA Eat Seasonal High GW: 94"(ELa95.7f) USGS Observation Well: MIV 29 (ZONE A) Date of lest Measurement MAY 21, 1997 Comments. Ina IF MQUO EL 103 -y 0.811 No Vent Required 148.8E TUP a D-emt o 173 = M I o o rn M3 1 o D= Q M -- r -A I i 0 0 M !-1 © o !-x 1-1 o INVERT EL "High Capaclty Infiltrator Units 3 x 6.25'x 11'(deep) 101.62± (Typical) ME%T LL Ides/1 - Id yf 31.3' DEEP OBSERVATION HOLD' LOGS Test Ifole #2 Garbage Grinder. I EL - 108. " +) 330 Dip (fst j1 ( k) Ham n Tern7 C�lor EV 8-4-77 Leaching Area (sgft): (Ynnseu) Sidewall: 82 ¢ l07.7f C 43 Bottom: 8 107.&f A LOAMY SAND 10Y?2/1 .30 105.51 D LOAMY SAND IOYP4/8 f32 97.0± Cf M -C SAND 2.5Y6/8 Deep Obs Hobe Date: JUN i1. 1997 7.5YRsI4 Soil Evaluator. RICHARD LaARNED Witnessed Bl. A TAN HOME Ritneesed By. Pero Rate: NA NA Soil Survey Description CARVER Geologic Material: Geologic Material OUTVASH 84" (E7-93.7/) Depth to Standing Yater_ No Vater Znoountar d Depth to Xeeptng Water. NA Eat Seasonal High GR: Depth to J1 t1ng`Co_ r): VA MIW 29 (ZONE d) Eat Seasonal High G1f: Nd USGS Observation Welk NA Date of Last Meawurement NA C snnl J_ts- 100.9± RaTTOw CL T ----- d rt:N E' L. VER 10t2LE WASHED in,- L2" STME 11% EL V 3/4- I I/tI'ppA E: WASHED -I(!'C �- - EL95.9+ ESTLKA-ED -Tri RMAD /A --R 4 f Ides f 3 roofs DESIGN DA TA Number of Bedrooms: 3 Garbage Grinder. JV0 Design Flow (gpd): 330 (110 Gal/BR/Day x Humber of BR) Sol] Texture Septic Tank (gal): 1,500 (lanlmum s Design Flow x 2ooz) EV 8-4-77 Leaching Area (sgft): (Ynnseu) Sidewall: 82 (2 Sidawalls x Q..,Uirt x 33.3 rt) + - - (2 Endwatls x 0.92rr. x _JLFt) 43 Bottom: 366 (-11--rt x 33.3Fr) Long Term Acceptance Rahe (LTAR): 0.74 Leaching Area Design Capacity (gpd): 332 (Sidewall Area + Bottorn Area) x LIAR 68 Test Hole #3 (EL = 99.0 1-) Opp (in) $1 lit) son Horizon Sol] Texture son Color REV. 7-11-97R EV 8-4-77 (USDA) (Ynnseu) DWG. NO 77059 SHEET 2 OF 2 L - - 43 95.4E FILL OLD .t/ 68 93.31 PEAT ORGANICS .6YRZ612 f20 89.0± C1 M -C SAND 7.5YRsI4 Deep Obs Hole Date: AUG 4. 1997 Soil Evaluator. RICHARD LEARNED Ritneesed By. A. VON HONE Pere Rate: NA Soil Survey Description CARVER Geologic Material: OUTVAS'H Depth to Standing Rater. 84" (E7-93.7/) Depth to Weeping Rater. 51" (27-94.8-+) Depth to Mottling(Color): NA Eat Seasonal High GR: 319" USGS Observation Well MIW 29 (ZONE d) Date of Last Measurement: JUN 20, 1997 Comments: PROJECT LOCATION ASSESSORS MAP 114 LOT T2 APPLICANT Mr. Roger Roberts 314 N. Dennis Road Yarrrlouthport, MA PREPARED BY A A' df Land Services Cape -Tech Ebvimamental S9 Did Mala ftr"t F.Q Box 1541 South Yarmouth, MA MW4 ArVW er. eu OMM OW) 3819-P121 AX XW-9d4Z (6AB) &9e 4989 SCALE I "= 20' DATM JULY 2, 1997 REV. 7-11-97R EV 8-4-77 DWG. NO 77059 SHEET 2 OF 2 L - - Existing Yater Live Y c� Proposed Leaching Facilit a Five 3'x 6.25"x 11(deep High Capacity Infiltrator Units, ° (or Eguiv.) w/4' Stone on Sides � 1 Stone on Ends 0 � 1 � Proposed Contours Proposed Mound (see Mound Detail)/ Limits of Excavation - (see Excavation Notes -1-0 1--,' Vein i, le fires CJS as Shown On TBM EL = L120, SSS Set Nail In UP 1Z TBM EL = /ol'S`D Set Nail In 40 " Oak Mound Detail of Mound EL= 103.01 TOP EL--102.2-t r t 63 Edge of off: 3 ► .:� ' �Existing Cesspool p ' Pum and Fill or Remove r q � as Necessary Proposed 1,500 ga . Septic Tank,, . Proposed 1,000 gal. --,Pump Chamber A \ �� S ^J LOCATION , 314 North Dennis Road Yarmouthport; MA We Ila n ds 0 r ..\Y1 X. 9 .z 4 PROTECT LOCATION ASSESSORS MAP 114 LOT T,2 APPLICANT° Mr. Roger Roberts 314 N. Dennis Road Yarmouthport, MA PREPARED BY.• A & V Land Services Cape—Tech h2vtmnn2enhY 39 Old Ahdn .SYrset P.O. Boz isw South Yarmouth, NA O2W* $Vaster, Ed am (5W) 3AB -Z= fox W4—A48 (5m) BW -400 SCALE` 1 "� �0' DATE- July 2, 1997 REV. 7-11-97 DW. NO. 21059 R9V 6-4- 97 SHEET 1 OF 2