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Home My WebLink AboutEngineered Plan - 2008TOP OF FO UNDA TION EL 103.0 (101.6) „ 1.) CULTEC )/410 FILTER CLOTH MUST BE UTILIZED TO Raise covers to within 6 Of MAINTAIN CULTEC PERFORMANCE � STANDARDS 7 STANDARD , 0 VAND 1� 1 V O T L/ S finish rade ins2.) MINIMUM OF 24 ERLAP BENEATH BEGINNING CULTEC risers as -needed C4' PANELS TO HOLD x'410 FILTER CLOTH TO ACT AS SPLASH I g GUARD AT ENTRY INVERTS Proposed FILTER CLOTH TO BE INSTALLED SMOOTH TO RIBBED SURFACES Proposed D -Box Riser Extension OVER CULTEC C4 PANELS, CONSULT MANUFACTURORS REP/DEALER FOR 1) THIS PLAN IS FOR THE 4 iri i IF.. i W/ REPAIR OFA SEPTIC SYSTEM. PROPER WIDTH AND LENGTH SIZING AND OVERLAP. D -BOX to within 6 FR M BOTTOM OF SASRT TO BFIRST 10- PERFE UTILIZED H 4 DIA PVC TO'COUPLE ATIPTOP OF PANEL AND 2) ALL INSTALLATION PROCEDURES AND � ,ATERIALS SHALL CONFORM TO 310 CMR 15.000, THE STATE ENVIRONMENTAL CODE, of rade EXTENDED WITH SOLID PIPE TO GROUND SURFACE CAPPED WITH COUPLE AND 101 0 SCREW TOP LOCATED AT CENTER OF LAST PANEL 1 arm o u til SUBSURFACE DISPOSAL REGULATIONS. ! TITLE 5, AND THE TO WN OF ----------------- 100.5 INVERT EL Existing 9A 4 INVERT EL Bo t EI 94.9 Top 100.6 EL 92.3 9) SEPTIC TANKS, GREASE TRAPS, DOSINGCHAMBERS AND DISTRIBUTION BOXES SHALL BE PLACED ON A 6' STONE BASE Test 2 "MIN -3 "MAX Y ESTIMATED HIGH GROUND WATER TO ENSURE STABILITY AND PREVENT SETTLING.: 10" Soil Horizon Proposed (I1-10) _ . GROUNDWATER - Three Lines EL 90.4 ? 10) OUTLET DISTRIBUTION LINES SHALL Rla'MAIN LEVEL FOR A MINIMUM OF THE FIRST TWO FEET OF THEIR LENGTH. Rim 14' p Jc Tank 5' ®S = 0.01 _ 1, 500 Gal Se t BOTTOM TEST HOLE q INSTALL �r Q�. GAS LOAMY SAND 10YR31 10YR511 BAFFLE 98.6 B 6" STOWE BASE 7.5YR516 Obs Port TOP EL w/Screw cap -may Ex Grade..101.0 3) NO DETERMINATION HAS .BEEN MADE AS TO COMPLIANCE OF AVAILABLE PROPERTY INFORMATION WITH RECORDED DEEDS Cultec 11410 OR ZONING REGULATIONS. Filter Cover 4) THIS PROPERTY IS SERVICED BY TOWN WATER 5) THERE ARE NO KNOWN WELLS WITHIN `00' OF THE PROPOSED SOIL ABSORPTION SYSTEM 36" Min _ Height Overall 6) ALL CO VERS . OF SYSTEM COMPONENTS jSHALL BE BROUGHT TO WITHIN 6" OF FINISHED GRADE 99.2 Level 24" Mln Height 7) ALL SYSTEM COMPONENTS SHALL REMAIN ACCESSIBLE FOR INSPECTION. NO STRUCTURES SHALL BE LOCATED DIRECTLY INV EL 0000 24" Min b b 0000 Overly p 6" STONE BASE p h overly UPON OR ABOVE THE COMPONENT ACCESS LOCATIONS, WHICH WOULD INTERFERE WITH THE PERFORMANCE, ACCESS, MSPECTION 98.07 9790 o PUMPING OR REPAIR. INVERT EL INVERT EL PROPOSED LEACHING FACILITY 0. 9760 8 NO DRIVEWAY, PARKING OR TURNING AREA, OR OTHER IMPERVIOUS AREA SHALL BE LOCATED ABOVE A SOIL ABSORPTION 97 85 s7 6o Nine 4 „O �� x 8- 0 X,8-112";11, ) I Cultec C4 Panels BOTTOM EL SYSTEM, EXCEPT WHEN VENTING HAS REEN PROVIDED. INVERT EL BOTTOM EL Level 4 8 effective Length Level TK. fl_ EL 92.3 9) SEPTIC TANKS, GREASE TRAPS, DOSINGCHAMBERS AND DISTRIBUTION BOXES SHALL BE PLACED ON A 6' STONE BASE Test I ESTIMATED HIGH GROUND WATER TO ENSURE STABILITY AND PREVENT SETTLING.: le lft) Soil Horizon Proposed (I1-10) _ . GROUNDWATER - Three Lines EL 90.4 ? 10) OUTLET DISTRIBUTION LINES SHALL Rla'MAIN LEVEL FOR A MINIMUM OF THE FIRST TWO FEET OF THEIR LENGTH. Rim p Jc Tank 5' ®S = 0.01 _ 1, 500 Gal Se t BOTTOM TEST HOLE Eh 901 11) ALL SYSTEM COMPONENTS SHALL BE CAPABLE OF WITHSTANDING H--10 LOADING UNLESS THEY ARE UNDER OR WITHIN_ 10 (Munsell) 0 - 8" S = 0.04 I S = 0.07 1 0.07 28' 16' 24.0' OF DRIVEWAYS OR PARKING OR TURNTVG AREAS, IN WHICH CASE H-20 COMPONENTS SHALL BE USED. y - - - 12) ALL BUILDING SEWER LINES SHALL HAVE AN INNER DIAMETER OF 4" AND SHALL BE CAST-IRON OR SCHEDULE 40 PVC. 4 " Obs Fort w/screw cap to ' grade 13) THE DEPTH OF THE TOP OF ALL SYSTEM COMPONENTS SHALL NOT EXCEED 36 UNLESS VENTING HAS BEEN PROVIDED. 14) IN THE AREAS OF EXCA NATION, EXISTING GRADES SHALL BE REESTABLISHED UNLESS NOTED AS PROPOSED CONTOURS. 15) IF SOILS ARE ENCOUNTERED DURING 1'HE EXCA VA TION OF THE SOIL ABSORPTION SYSTEM, THAT DIFFER NOTABLY FROM 4" obs Port THE DEEP OBSERVATIOM HOLE LOG, COA%'TACT A & M LAND SERVICES AND TOWN BOH BEFORE PROCEEDING. rade w/screw cap to g j Afin-24": Overlap at end 16 CONTRACTOR TO VERIFY LOCATION OF; ALL UNDERGROUND UTILITIES. PRIOR TO CONSTRUCTION Min 24" Overlap at .end - of panels prior to backfill `_ of panels prior to backfill 48 Cultec 410 (101.05) for splash Guard Filtercloth 17) CHANGES OR REVISIONS TO SEPTIC DESA, REQUIRE NOTIFICATION 36" OC TO A & M LAND SERVICES AND TOWN BOH'FOR REVIEW AND APPROVAL. N 56°41'30 E 100.00' _T 18) CONTRACTOR SHALL NOTIFY TOWN AND DESIGN ENGINEER AT LEAST O O� 24 48 HOURS PRIOR TO INSPECTION(S). Proposed SAS 3"' Elf. J 19) MAGNETIC TAPE TO BE PLACED 0 VER ALL 4 COMPONENTS ACCESS POINTS. Nine C4 Panels Cultec Area - 12' x 241 a Jnr , NO TES. DESIGN DATA Owner of Record Daniel Pirro t to Number . of Bedrooms: 2 Garbage Grinder: NO Design Flow 220 Deed Reference (110 Gal/BR/Day x Number of BR) D1011290 i Septic Tank: 1,500 (Minim n". = Design Flow x 200%) ,9 G� ...Plan . Rel ere Leaching .:;Area: Nine C-4 Panels ® 8' LF = 72 L.F. L. C Plan 3056 -IB Per DEP Title 5 310 CMR15.0 Mod. Lot 65 Cert. for Gen Use of Cultec "C4" Panels 6. 7 SF/LF x 72 LF = 482 SF Long Term Acceptance Rate (LTAR): X 0. 74 Fema Map Ref. zi Leaching Area Design Capacity: 357 GPD 250015 0004 C � ' I �7 /r JQ (Sidewall Area + Bottom Area) x LTAR G on e C� June 17, , 19CJ 6 k i 357 220 _ 137 GPD I DEEP OBSERVATION HOLE LOG Test Hole #1 (EL =101.1 f) in Dnp le lft) Soil Horizon Soil Texture Soil Color Rim (USDA) (Munsell) 0 - 8" 100.4 0/E LOAMY SAND 10YR31 10YR511 8" - 30" 98.6 B LOAMY SAND 7.5YR516 30" - 132" I� 90.1 C FINE SAND 2.5Y714 Deep Obs Hole Date: 8119/08 Soil Evaluator. ED STONE Witnessed By: AMY VON HONE Pere Rate: < 2 MIN/IN ® " Soil Survey Description: CARVER Geologic Material: GLACIAL OUTWASH MORRAINE Depth to Standing Water. " 128" ' (-10.67) EL = 90.4 Depth to Weeping Water: NA Depth to Mottling(Color): NA Est Seasonal High GW: =8.77 EL = 92.3 USGS Observation Well: MIW29 Zone "A" Date of last Measurement: July 08 Index 8.6 Comments: Adj. 1.9' 11f1V1 G or 1 oLep cK GPD Provided ----GPD Required -eserve EL - 102 % # i I Ba th �1 ASSESSORS MAP 58 LOT 330 (Assumed) � Liv Kit ! t� c Upgra dc Pe �r Pia n P a B d D7 Cl'J (101.0) c E #16 Garage � I � In 2 Bdr s South Yarmouth, MA TCF = 103.0 Sunroom i 1Din 00.15) 100.0)] y i Located .A.t Ca tch Basin 0 .. ? Rim 16 Mirror Bro o 7 ,SDutl2 Yar122®uth 1�1A ,nslo w Gray LOCUS T ! Applicant Catch Basin R 25.00 Rim i l-ja m el Plrr® t t o dh .p fV s (100.05) L - 39.2 7 16 Mirror Brook t,S'®tz th Ya �m ®u th, 11/IA � � QN 4- L (leo. 7) S 56 041'30 W 75.00 SCALA' 1 = 10 ' DA Tr. August 25, 2008 ,�� r r �ySH OF eL ,1 D�RRE ti ' M.� PREPAR.E'D BY Catch Basin -+ ✓oF reqs , Rim (99. 7)ER _ - - 9940 A & M Land ,Services - o A, , 618 Main Stre e t Unit 3 '� NIfAQIiRIIt'� 4" o No. 1 n fi cj Wes t Yarmouth, MA 02673 Ph. (508) 771-5263 - (508 737-1777 AL ss j FAST BROOK1 # 5050. d wg .. (9��--9.. 5)) Ca tchn Rim Locus Max ,nslo w Gray LOCUS T ! Applicant Catch Basin R 25.00 Rim i l-ja m el Plrr® t t o dh .p fV s (100.05) L - 39.2 7 16 Mirror Brook t,S'®tz th Ya �m ®u th, 11/IA � � QN 4- L (leo. 7) S 56 041'30 W 75.00 SCALA' 1 = 10 ' DA Tr. August 25, 2008 ,�� r r �ySH OF eL ,1 D�RRE ti ' M.� PREPAR.E'D BY Catch Basin -+ ✓oF reqs , Rim (99. 7)ER _ - - 9940 A & M Land ,Services - o A, , 618 Main Stre e t Unit 3 '� NIfAQIiRIIt'� 4" o No. 1 n fi cj Wes t Yarmouth, MA 02673 Ph. (508) 771-5263 - (508 737-1777 AL ss j FAST BROOK1 # 5050. d wg ..