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HomeMy WebLinkAbout109 Capt Chase Road - Plan of LandTOP FOUND. EL INV. EL zc .zb EL, INV. EL. , 1500 GALLON PRECAST REINFORCED CONCRETE SEPTIC TAN* MINIMUM CONSTRUCTION MATERIALS PER 31DCMR 15.226(2) TEES SHALL 6E TED OF SCHEDULE 40 PVC AND SHALL EXTEND A MINIMUM OF 6" ABOVE THE FLOW LINE OF THE SEPTIC TANK' AND BE ON THE CENTERLINE OF THE SEPTIC TANK LOCATED DIRECTLY UNDER THE CLEAN-OUT MANHOLE THE PRET PIPE ELEVATION SHALL BE NO LESS THAN 2- NOR MORE THAN 3' ABOVE THE INVERT ELEVATION OF THE OUTLET PIPE SEPTIC TANK SHALL BE INSTALLED LEVEL AND TRUE TO GRADE ON A LEVEL STABLE BASE THAT HAS BEEN MECHANICALLY COMPACTED AND ON TO WDCH SIX INCHES OF CRUSHED STONE HAS BEEN PLACED TO ENSURE STABILRY AND TO PREVENT SETTLING SEPTIC TANK SHALL HAVE A MINIMUM COVER OF 9". THREE 20" MANHOLES WITH READILY REMOVABLE IMPERMEABLE COVERS OF DURABLE MATERIAL SHALL BE PROVIDED WITH ACCESS PORTS BEING PLACED AT TFE d&TER AND OVER THE INLET AND OUTLET TEES THE o"ITLFT TFE 5!-I".LL Dr- ECi3IPPEED "TH GAS BAFFLE DESIGN DATA STRUCTURE 701+1C.LL,Hcc - 1 TYPE NO. BEDROOMS GARBAGE DISPOSAL DESIGN FLOW lybl__77b SEPTIC TANK 1AS11 \h v � ' '' n,.; _EVVM-- 0'FT LEACHING FACILITY - �Zo r tzx o. r� '3no C,rp Soil Logs Test Date: September 5, 2001 Siol Evaluator.- Dorm Cape Engineering Health Agent: Ab71 Pero Rate: <2 Min/Inch TH I (El 26.0) TH e (EL 28.0') ------- WATER TGHT COVER \ 1----- 2' LEVEL ------ V'i e? TIT 1z' INV. EL.4•�0 -- INV. EL. z 3 u PRECAST REINFORCED CONCRETE DISTRIBUTION BOX INSTALL ON A LEVEL BASE MINIMUM WALL THICKNESS 2" MINIMUM INSIDE DIMENSION 12" OUTLET INVERTS SHALL BE EQUAL TO EACH OTHER AND AT 2' MINIMUM BELOW INLET INVERT. THE DISTRIBUTION LINES FROM THE DISTRIBUTION BOX SHALL ALL HAVE EQUAL INVERTS AS DETERMINED BY FLOODING THE DISTRIBUTION BOX TO THE HEIGHT OF THE DISTRIBUTION LINE INVERT AFTER ALL LINES HAVE BEEN SEALED IN PLACE. INVERT ADJUSTMENTS SHALL BE MADE BY FILLING WITH DURABLE AND NON -DEFORMABLE MATERIAL PERMANENTLY FASTEND TO THE LINE OR RECONSTRUCTING THE LINES UNTIL ALL INVERTS ARE OF EQUAL ELEVATION. "A/E" LS 0 IOyr 3/2 "A/E" LS ' IOyr 0 3,/1 6„ sg fi. 84' 1 7" "B" LS 10j7 4/6 'B" LS IOyr 5/6 26" _ NO. DATE DESCRIP770N 29" (� ..water sere - • - �j „ Cl MED. SAND 2.5Y 6/4 perc 60 Cl MED. SAND 2.5Y 6/4 x 0 -Adj High Ground crater El. 19.4' Ground Water Encountered © 137"(el. 16.58) 132" 144" (el 17.0) (el. 16.0) No Ground TYater Encountered _'N 3/4" - 1-1/2" Trashed Crushed Stone 2" of IAB" - 1/2" Peastone 0 Opo p 0 0 000 0 0000 0 0 000 000000 000000 p 0p00 0000 p 0000 pOp 0000000 OOOp Popp Opp p pOp 0000 pO0 0000 0000 0000 pp0 4' 6' 6' General Construction Notes Eff. Depthff of Field = 6" \ (20' PROPOSED S. A.S. FIELD SECTION 1. All the workmanship and materials shall conform to D.E.P. Title 5 and the Town of Yarmouth rules and regulations for the subsurface disposal of sewage. 2. At least one access port over tank tees shall be accessible within 6 inches of finish grade, with any remaining access ports brought to within 12 inches of finish grade. 3. All components of the sanitary system shall be capable of withstanding H-10 loading unless they are under or within 10 feet of drives or parking. H-20 loading shall be used under or within 10 feet of drives or parking unless noted. 4. The excavator/contractor shall verifv the location of all site utilities prior to any excavation, and shall be responsible for all matters relating to electric easements. 5. Sewer pipes shall be 4 -inch Schedule 40 PVC laid at 0,02 slope. 6. Any masonry units used to bring covers to grade shall be mortared in place. i 7. Finish grade shall have a minimum slope of 0.02 feet per foot. Ground Trater Adj. Data: Trell Mljr 29 Range: B" bfo. Reading 8.56' Adj App. - 2.9' IV 77' �'s Total Field ndth - 20' 2" of 1/6" -- 1/2" Peastone I Inv. El. 25.4 Inv. El. 24.9' p0 p0 p0 3/4" - 1-1�,'2" Trashed Crushed Stone O 0 0 O 0 O 0 0 DODD OOO 0 0 0000 0000 El. 24.4' O 0 0 0 0 �O 000 4' ECfisting Bdf Centerline CB Rim atch EL 27.49' ins Datum- NGVD.f 26.08' If �j 0 PIA,st•_ Grade a, 26.6' X 0 20.00 16 v, 2 SAS Espene CIA Area 20 \ 10' O o 0 10' o0 PRO?OSED/ �q' Pk, 16r DTrELLING TO��� 10 s `' iv Proposed Grade 120.00 No. of Fields -- 1 No. of Distribution Lines each Field - 3 Length of Distribution Lines - 22' r TEPHEN OOYLE "' No. 37559 1 29.37' 40' nr "Ft I Rd u EIEMflJOt( Ra 1� l c _ ` �YARMOUi" flt(iIONAL M1a n oG1 9 P7 uN 9Q,J MLG"SCNOJL 101Fxop RA i �,a ,µrycn 51 -eD m a b 4� F. - .Luft:r�z Oy RE W�� hU � � Po/�♦ �B�e a s. n�r SRa. e. Y i l.rna.� `rNua'°M�i .n \W L O G' £T,S 2VIA.p d Driveway ose 6.6' X 1 0 0 20.00 1 0 46' 1 1 a 1 1 _ \ 1 Prop - 120.00 27 28 29 i \ 28 27 577�5150 E �y�1AiiNG GRAPHIC SCALE ( IN FEET ) I inch = 20 it 0 5' EI. 19.4' Adj High Ground Trater - El. 19.4' Reference Deed: 10961 - 345 Reference Plan: 192 - 129 Assessors Map 78 Parcel 74 FENA Da ta: Zone "C" FIRM Panel: 250015 0004 C Map Revised., June 17, 1986 Applicant: Craig G. Larson 119 Route 149 Marstons Mills, .SIA 02648 S.z to Plan of Land Prepared For• gq 55 27.9 ' ' LOT 109 X 12,000 sg fi. 84' 1 . 28' NO. DATE DESCRIP770N BY (� ..water sere - • - �j ' 28.19' 26.46' 38' t`j x 0 1 r TEPHEN OOYLE "' No. 37559 1 29.37' 40' nr "Ft I Rd u EIEMflJOt( Ra 1� l c _ ` �YARMOUi" flt(iIONAL M1a n oG1 9 P7 uN 9Q,J MLG"SCNOJL 101Fxop RA i �,a ,µrycn 51 -eD m a b 4� F. - .Luft:r�z Oy RE W�� hU � � Po/�♦ �B�e a s. n�r SRa. e. Y i l.rna.� `rNua'°M�i .n \W L O G' £T,S 2VIA.p d Driveway ose 6.6' X 1 0 0 20.00 1 0 46' 1 1 a 1 1 _ \ 1 Prop - 120.00 27 28 29 i \ 28 27 577�5150 E �y�1AiiNG GRAPHIC SCALE ( IN FEET ) I inch = 20 it 0 5' EI. 19.4' Adj High Ground Trater - El. 19.4' Reference Deed: 10961 - 345 Reference Plan: 192 - 129 Assessors Map 78 Parcel 74 FENA Da ta: Zone "C" FIRM Panel: 250015 0004 C Map Revised., June 17, 1986 Applicant: Craig G. Larson 119 Route 149 Marstons Mills, .SIA 02648 S.z to Plan of Land Prepared For• CRAIG G. LA.RSo1V In Yarmouth, Massachusetts Scale: I" = 20' Date.- April 22, 2002 Prepared Bac Stephen J. Doyle And Associates 42 Canterbury Lane, E. Falmouth, MA 02536 Telephone: 508,/540-2534 FlBloc Zs NO. DATE DESCRIP770N BY