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Home My WebLink About42.156 - Proposed Sewage Disposal SystemI PLOT PLAN SCALE _I Ia _ zo FT LOTNO. ASsES5oG5 MtiP Zi 'v a.2 F.c fly ` / 11.5 S£r P4AAJ Fc. L0 7' H� FOS' - C f \ k °e: \ �� " u; • ( ( Date: Nov. 18 1998 DEEP OBSERVATION HOLE 0 1 Performed B 1 Robert Perry. S.B.M,E Witnessed 9*•Bruce Nur h 8 0 H tu E6lvcutAAcrc •Q - ?OP. OF COn1CF.FTF_ BOUAiD EL. - B.A5' elevation i/�. _ .. . •; \ ; "�•. - ' �"� ,. D \ a:'--".•.--..- .:1 - Deptn Mn sol 64 TOO"bag Cdnr •.. sol NdiGnp O&M (aw4ut. stores. o ! ' •-. 1 - LoamySand Elevation auntie. Iurte n f!�N bwdxa owsht d. . Inches , . ..- n - - °%�------- if-�,,4 In `, - ~'`,• 'may\ - 1 G t \ 6namyfland 9.4 --9.1 9.1 - 7.7 0-4. A LoanySand I0yr5Y3 - 4-20 B - Loamy Ssad 10yr5/6 .._ - 6';4 L- . � .. � • , Lo 7?-. .,\ 7.7 - .3.6 - 20-70 Cl Sand - . I0yt6/6 .. 48-65 C2 Sand -' 10yr7/2 5.0 - 4:4 65-72 Q, SamdGravel 2.576/2 .eE@U/QEMENTS FOR THE .TOWN OF YAR M O J T N 3• ANY CHANGES TD THIS PLAN MAST A-E APPROVED BY THE ,LateD OF /HEALTH AND Si>40FIELD BRl7THEPS, INC. 4. NO PERMANENT STRUCTURES SHALL BE CONSTRLKTED OVER Trt£ /00:6 EXP4A1SA1N AREA. - 5. FOR PROPER PERFORMANCE, THE SEPTIC TANK SHOULD GE •Iti SPE ^-fD AT LEAST ONCE A YEAR. /T SHOC�LD BE PUMPED WHEN D£P7H OF SCUM AND SOLIDS LxCEEOS %3 OF ITS L/QUID Ofer. . G:ANY UNSUITABLE OR DELETERIOUS MATERIAL ENCOUNTERED MUST BE EXCAVATED AND REMOVED TO A DISTANCE OF S FEET FROM ALL SIDES OF THE S.A.S. BP.CKFILL WITH CLEAN GRAVEL OR BANC •r BROTHERS IF ANY 6OUBT OR QUESTIONS ARISE REGARDING SOIL - r septic.BYste:n site is within 3'00 ft. of a waterbody: 7.IRSTALLATION CONTRACTOR SHALL- ,CONTACT SCHOFIELD BROTHERS O SAO 'KNOWN WELLS EXIST WITHIN 200' OF PROPOSED LEACH BED, // Therefore Frimpter Method 1s applied at 60X. as per '. `��- W l / conferento with Health Agent.. - •• ' /� ♦ �; _ t / Data: Nov. is. 1998 DEEP OBSERVATION HOLEF 2 Paretd me.eral(ged ) Cl ac i a 1 0a t v 8 �f.- t 7 �, '� / Performed By:Robert Perry, S.E.N.t. Witnessed Byt Bruce Murphy. E.B.M. - - teN Depth to drock ' Depth to C ndmler 6 1 " Wee pt f6ce N 0. " ,r •- -. ii COTTOM LOADING - 0.7 GALLOAlS/S. F. _ .. Stand/ nater In hole E 1 i'. 3 Estimated seaSord hi h groundwater E l . ro 0 prolaldvrater E I . 5.6 s _ GAL. 5°8'O 0.7 - _ MAXIA-LM-ALLOWA&LE LOADIA0 (LAVER T/TLE 5) - 4Az. S GALLONS - .� Percolation tests @ 45", 12"-9"-1n 4118 Min. �. AND TIME 5• - /' •s / t -, PROPOSED SEWAGE DISPOSAL SYSTEM FOR: A PROPOSCD re) T)^ BEDR00rn DWELLI/VG _ 9"-6" in 5:30 Min. tu E6lvcutAAcrc •Q - ?OP. OF COn1CF.FTF_ BOUAiD EL. - B.A5' elevation C6m honsol surrs's7-1 Inchenche s Nonmh .. ISN : 6a CoFx .601 uarruq ura. Y=�e+, ' 10 4'-'9.B o I r LoamySand I0yr5/3 9.8 - 8.6 i a 6namyfland I0yr5/6 - 8.6 - 6';4 22-48 CI -. Sand 2.3y 6/6 6.4 48-65 C2 Sand -' 10yr7/2 5.0 - 4:4 65-72 Q, SamdGravel 2.576/2 .eE@U/QEMENTS FOR THE .TOWN OF YAR M O J T N 3• ANY CHANGES TD THIS PLAN MAST A-E APPROVED BY THE ,LateD OF /HEALTH AND Si>40FIELD BRl7THEPS, INC. 4. NO PERMANENT STRUCTURES SHALL BE CONSTRLKTED OVER Trt£ /00:6 EXP4A1SA1N AREA. - 5. FOR PROPER PERFORMANCE, THE SEPTIC TANK SHOULD GE •Iti SPE ^-fD AT LEAST ONCE A YEAR. /T SHOC�LD BE PUMPED WHEN D£P7H OF SCUM AND SOLIDS LxCEEOS %3 OF ITS L/QUID Ofer. . G:ANY UNSUITABLE OR DELETERIOUS MATERIAL ENCOUNTERED MUST BE EXCAVATED AND REMOVED TO A DISTANCE OF S FEET FROM ALL SIDES OF THE S.A.S. BP.CKFILL WITH CLEAN GRAVEL OR BANC •r BROTHERS IF ANY 6OUBT OR QUESTIONS ARISE REGARDING SOIL - r septic.BYste:n site is within 3'00 ft. of a waterbody: 7.IRSTALLATION CONTRACTOR SHALL- ,CONTACT SCHOFIELD BROTHERS O SAO 'KNOWN WELLS EXIST WITHIN 200' OF PROPOSED LEACH BED, // Therefore Frimpter Method 1s applied at 60X. as per IN PLACE UNTIL SUITABLE VEGETATION OF"DISTURBED AREA HAS W l / conferento with Health Agent.. - CONSTRUCTION IS COMPLETED. - " . C `` I Ol / Data: Nov. is. 1998 DEEP OBSERVATION HOLEF 2 DESIGN DATA �f.- t 7 �, i _ / Performed By:Robert Perry, S.E.N.t. Witnessed Byt Bruce Murphy. E.B.M. - tu E6lvcutAAcrc •Q - ?OP. OF COn1CF.FTF_ BOUAiD EL. - B.A5' elevation C6m honsol surrs's7-1 Inchenche s Nonmh .. ISN : 6a CoFx .601 uarruq ura. Y=�e+, ' 10 4'-'9.B 0-7'- A LoamySand I0yr5/3 9.8 - 8.6 7-22 a 6namyfland I0yr5/6 - 8.6 - 6';4 22-48 CI -. Sand 2.3y 6/6 6.4 48-65 C2 Sand -' 10yr7/2 5.0 - 4:4 65-72 C3 SamdGravel 2.576/2 I- W Parent maledal(Ge do0lc)_-Glacial outuash t•� - -""' 41 ' De to bedrock N/A .• - Depth Depth toGrandnater. 73" Weepin0fromp8(ace NO • . 3 \ Standing rater In hole 11 4 3 EsOmated seasonal high groundwater Ft 6 - Percolation Testi* PROF/LE OF SYSTEM TYPICAL LEACH BC -D CROSS SECTION -NO SCALE - NO 5CJALE - MANHOLE � LOVER - MIN. DIA - E4" - - `'BRLY16NT UP TO W/THW 6" OF P/N/SRED GRADE .. - FINISHED GRADE F. G- 5'ww. 'PITA. F G. - I Z . 8 ± F. Gr :I Z.. 8 - - I1 CLEAN BACKFILL INV. 1Z.l �'. ! INV. 1 t . E 2"LAYER OFO- S �o SLOPE _�_ Zn t p. L -y - - - " c. J I'n"-''-e WASHED STONE e, - - _ /2 M/N/MUN, ,L - " Le, rE-` i CAP EwIDS . v INY•- it 08 � M" 4.014, T/GH,T JUINT P/Pf -� "/V -� ^ • O. S • 3 c lA1J.c11.10 q •F' -_ OF /¢ / WASHED S; ON_ Al . •,,'." a' - \ IDIBAAO£?AFYTEE 7 -,r !u✓.c 1 i :33 _ t MA>!• i INLET INVERT , PAOJIl4AS SAPALr. 'D'S7'/8L/T/,4A!POY- 7+,a. i - r �....7- To f /Z or To.1r/Z•'or , _P�QECASSTE.:PRTE/ICMF7O-R4 CN�DK..LO..N. GCr"7E Cui ET5E70 ee 7NE5AAAF U STOA/E BELoW� T4MKCAPACITY-- GA[ONS 30T7C4 n1 OF ELEVA,�I - 13==+ 1 NOTE: ALL PIPE TO BE 40yl PBG. TIGHT iOIM (FA/D- V16 W o-9s�� LOCUS MAP -7- LDCIJ$ n W Q x /J / J r � Aw/rUCKET SCALE: I IN, =2000 7 GENERAL NOTES /. ELEVATIONS REFER TO N.G. V. D. SEE 8FAICA/MARIC corJCRF_TE ROAD BOUn1D, ' 2. ALL C0VS74UC77ON AND. AaATERIALS TO WMFaeA4 7O T/TLE.5 Z- MA55. STATE ENV/RajA4ENTAL CDDE ANO THE DOARD OF HZAs .-,W .eE@U/QEMENTS FOR THE .TOWN OF YAR M O J T N 3• ANY CHANGES TD THIS PLAN MAST A-E APPROVED BY THE ,LateD OF /HEALTH AND Si>40FIELD BRl7THEPS, INC. 4. NO PERMANENT STRUCTURES SHALL BE CONSTRLKTED OVER Trt£ /00:6 EXP4A1SA1N AREA. - 5. FOR PROPER PERFORMANCE, THE SEPTIC TANK SHOULD GE •Iti SPE ^-fD AT LEAST ONCE A YEAR. /T SHOC�LD BE PUMPED WHEN D£P7H OF SCUM AND SOLIDS LxCEEOS %3 OF ITS L/QUID Ofer. . G:ANY UNSUITABLE OR DELETERIOUS MATERIAL ENCOUNTERED MUST BE EXCAVATED AND REMOVED TO A DISTANCE OF S FEET FROM ALL SIDES OF THE S.A.S. BP.CKFILL WITH CLEAN GRAVEL OR BANC MATERIAL MEETING TITLE 5 SPECIFICATIONS. CONTACT SCHOFIELD BROTHERS IF ANY 6OUBT OR QUESTIONS ARISE REGARDING SOIL - DUALITY. SCHOFIELD BROTHERS OF N.E., INC. DOES NOT ASSUME' RESPONSIBILITY FOR MATERIALS ENCOUNTERED DURING EXCAVATION. 7.IRSTALLATION CONTRACTOR SHALL- ,CONTACT SCHOFIELD BROTHERS PRIOR TO BACK FILLING FOR SYSTEM CERTIFICATION. . SAO 'KNOWN WELLS EXIST WITHIN 200' OF PROPOSED LEACH BED, S.WORK LIMIT SHALL BE STAKED PRIOR TO CONSTRUCTION' AND SHALL CONSIST OF HAYBALES OR SILT FENCE. WORK LIMIT WILL REMAIN IN PLACE UNTIL SUITABLE VEGETATION OF"DISTURBED AREA HAS TAKAN PLACE. 10.THIS PROJECT IS OCCLRING WITHIN 100 'FT. OF A BOAROERING VEGETATED WETLAND. ALL DISTURBED AREAS SHAt.L BE REVEGETATEO FULLY AT THE NEXT SUITABLE TIME AFTER CONSTRUCTION IS COMPLETED. - " i1.FLEASE •REFER TO ANY ORDER OF CONDITIONS ISSUED BY ihit YARMOUTH CONSERVATION COMMISSION FOR THE PROPOSED WORK. . 12.SEWER LINES SHALL BE PRESSURE TESTED IN AREAS WITHIN 101 OF WATER LINES.' DESIGN DATA L. E577AIATED MYDRALYJC LOAD/AG - - G PER PE[ BEDROOM- 44 Fyr< Er1Room5 AT no GALLONS DRY 6AR6AGE DISPOSAL �15 O ' ALLOWED W17 -N 'THIS DE5/01J. Z. SEPTA: TANK 51ZE AVERA LIE DAILY FLOW n 4f 0 X •2.00 !(s = -8 E1 ''�GALLOMS l,.xAIIMUM) ,. SEPTIC TANK PROV/DED - -I $O0 GALLONS _ 3. DES.C.M PERCOLA770" RATE -.. < < A1'P. 1. - S/DEWALL LOADING - -- 6ALLOAISIS.Fi - COTTOM LOADING - 0.7 GALLOAlS/S. F. 4. LEACHAvG AREA: TOTAL 5/DEWALL AREA PROv/DEO - - -" se x s _ GAL. 5°8'O 0.7 TOTAL 8OT7DM AREA PROVIDED- SEx (4(.,) (,3')' . 44Z-5 GAL. MAXIA-LM-ALLOWA&LE LOADIA0 (LAVER T/TLE 5) - 4Az. S GALLONS ALTLv1L NYAR/IUL/C LOAD/AIG L - GALLON$- CSFE MINIMUM SIZE LEACAWAIS AREA EXCEEDS THAT ALLOWED UA:DE.O 5O7N TATE TDWAI OF. YA R M 00 T H BOgED OF NE ALTH .2E41P_E &rEN7b AND TIME 5• - PROPOSED SEWAGE DISPOSAL SYSTEM FOR: A PROPOSCD re) T)^ BEDR00rn DWELLI/VG AT: !rt 30 PASS RiVER TERRACE 5OUrP YAR. -MOUTH MA: ' 1 APPLICANT: TEL, NO. DAVE/UpORT &0lLbIAJC G0.,27e1C. (50S) 358-7-7-43 `20 IJDILTH MAW ST. oUTH YAR:MovT8 MA OZ,r,Lti4 e D TE. C> G- 1996 SCALE: As rooted a 1 r 7-7 �,o i93 AAO. Sn,L r!S%S. I�EV- 127&777- = e) r/*I✓it wETLA.vO I•r k. _ ILI18 9R i-�wL k- Iio�SC Ar'>- - - ESIGAIED BYr O.QAWMBY: CHECKED BY + f` sVE SVE Rrnp SCHOFIELD BROTHEPS OF N.E.INC. - `+ ENGINEERINS,• 5LQVErlNG • PLANNINh P. b, LSOX lO/s 15r CRANDERRY HICw,-VAY, ORLEANS. M4 l - - /SMI 255-205+9 1 o-9s��