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Home My WebLink About21 Barnes Road - Site Plan 2FINISH GRADE OVER TANK EL.= 14.5± TOP OF FOUNDATION: EL. = 15.0 (NGVD) (THIN 6" OF i ER TO W ERS! PROVIDE T FINAL GRADE A7 INLET AND OUTLET. LOAM -- -iO' _ CLEAN BACK - -- _ _ _ _ --- CRAWL SPACE •''` - I I----- ---------- - - --- - --- 1 752•~1'; >� 1=12 6 _, 14 48" I I I -I I I--=-=-_ MINIMUM - - - 3" DROP I PROVIDE 4" OUTLET TEE •'`•' I-_) I I -I _ _ 1 WITH GAS BAFFLE - I I I I I -I 6 _ NDISTURBED EARTH OR COMPACTE-BACKk%FIIWCRUSHESTONED. I- I I=) y `m N u7 on 0 N X t .Q N O N CD O a� c CL O r N 0 0 0 E N I6 1500 GALLON SEPTIC TANK PROFILE - H-10 NOT -TO -SCALE PROPOSED 1500 GALLON CONCRETE SEPTIC TANK LENGTH: 11'-0" WIDTH: 6'-2" DEPTH: 6'-0" MODEL # 1500 H-10 BY ACME PRECAST SPACE ENTRY (f 51'-7" _� 30; / 24 sz, x7.36 x6 56 i 60' X \\or /I rC - OX=13.0± INA GRADE. OVER D B FINAL PROVIDE RISER TO WITHIN - 6" OF FINAL GRADE - �1Tr= I �I I =I I IIs LOAMI-III I �I I �I I �I _ ------ -.CLEAN--- ---- B --BACK FiL6 - ----i ( ) I 1I- -{ 6" CRUSHED STONE [UNDISTURBED EARTH OR COMPACTED BACK A CROSS SECTION VIEW H-10 DISTRIBUTION BOX DETAIL NOT -TO -SCALE PROVIDE 5 OUTLET DISTRIBUTION BOX INSTALLED ON LEVEL STABLE BASE. INSTALL FIRST TWO FEET OF OUTLET PIPES LEVEL. MODEL NO. DB -5 (H-10) BY ACME PRECAST 9 \ O F v o Ow \ J v 6 Q 4 4 J q c w f a Z? D R I V E W J oQ pV Q� GPP j 22, x14.5 14' OT MAP, 23 -`,LOT 321 - AREA. 27.827 S.f x5 -?8 X 57't 36'1 fib Y V I GENERAL NOTES 1. UNLESS OTHE�WISE NOTED, ALL SYSTEM COMPONENTS AND CONSTRUCTION METHODS SHALL BE IN ACCORDANCE WITH TITLE 5 OF THE STATE ENVIRONMENTAL CODE AND THE RULES AND REGULATIONS OF THE YARMOUTH I ` EL. 13.0. y 14,� .L ,li J� W -n i i r -i � i --n r1 I r I I n l -n l l u II --I I CI I I_I I CI I rl l CI I CI I I III I I BOARD OF HEALTH. ---- --- --- -- - ------ - -_-`- --.MIN ---'---" ---- _'----'- --- ----_------_.------- --BACK FIL ___-_--_ _ _ T3�16" MAX _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ t - - - - 2 APPROVED BY THE YARMOUTH BOARD ANY CHANGES TO THIS PLAN MUST BE - ---- - --------------------------------------------------- EL.-------- --"----- -- ---- --' -- - 11.6 = I OF HEALTH AND THE DESIGN ENGINEER. 3" PEA STONE I , ru'� C-iS+:+:, �.`` ,s- <,;,,za.. .-.',. _.. ...r•, -. .-.-+. ks.:.'-r�-...t {. ,,-y} EL. 11.0 I ,.o' _;�?{"x..� "" t ;`'''�''-'. I 3. USE 4 !N. SC 40 PVC PIPING WITH WATERTIGHT JOINTS UNLESS OTHERWISE III= �n 1-1/2 DOUBLE WASHED STONE.r?>„ :. ,,'.. T" -w.��, d v : .. ,, .. _ _L_ EL. 10.5 - m n "., <v s, n , . , n .. , . u.� - NOTED ON PLAN. 4. THIS ON-SITEWASTEWATER TREATMENT SYSTEM IS NOT DESIGNED FOR USE WITH --I, 3' �-- 5' -I� 5' -� 5 --I 3' {- A GARBAGE DSPOSAL ' 22 5' MIN. IIS 27 I 5. ELEVATIONS BASED ON FIELD SURVEY BY YANKEE SURVEY, MARSTON MILLS, MA. TYPICAL DISTRIBUTION LINE PROFILE TYPICAL FIELD SECTION 4" BCH. 40 PVC DISTRIBUTION LATERAL 6. CALL "DIG SAFE" AT LEAST 72 HOURS PRIOR TO COMMENCING CONSTRUCTION UNDISTURBED EARTH OR I AT 1-888-D1b-SAFE AND ANY OTHER APPLICABLE AGENCIES NECESSARY TO COMPACTED BACK FILL + ADJUSTED HIGH GROUNDWATER - EL 5-5 FIELD VERIFY !LOCATION OF EXISTING UTILITIES. 2•t ' 7. PROVIDE WAT)RTIGHT SEALS BY USE OF NON -SHRINK GROUT AT ALL POINTS OBSERVED GROUNDWATER - EL. 3.2 UNDISTURBED EARTH OR WHERE PIPES I ENTER OR LEAVE ANY CONCRETE STRUCTURES. COMPACTED BACK FILL 8• REFER TO SITE PLAN KEY NOTES FOR LOADING CAPACITIES OF INDIVIDUAL SEPTIC SYSTEM COMPONENTS. LEACHING FIELD DETAILS 9. ALL STONE 10 BE DOUBLE WASHED AND FREE OF DIRT, DUST AND FINES. Not -TO -SCALE 10. THE CONTRACTOR IS RESPONSIBLE TO REPORT ANY DISCREPANCIES FOUND IN SITE CONDITIONS FROM THOSE SHOWN ON THE PLAN TO THE DESIGN ENGINEER. 11. CHANGES TO EFFLUENT FLOW, GRADING OR LANDSCAPING EITHER ON-SITE OR ADJACENT TO THE SITE OR FAILING TO PROPERLY INSPECT OR PUMP THE SEPTIC TANK MAY EFFECT THE PROPER FUNCTIONING OF THE LEACHING SYSTEM. IT TA ADDITIONAL TEST PIT DATA ; ti "` \ r��1, w' TES e PoR DA VON rioNe 12. THE OWNER SHALL INSPECT AND PUMP THE SEPTIC TANK EVERY 2 YEARS. `\ ... SOIL EVALUATOR. iPAUL CAREY ------INSPECTORt�AMY VON,HONE j •'' v '--`` -,: '"-( RucE MuRPHEv ____ ! - cERriFlcarroNDarE ,JUL PT _ 13• THIS PLAN IS INTENDED TO ADEQUATELY PROVIDE THE INFORMATION NECESSARY TO SOIL EVALUATOR.,�PAUL CAREY ti r Q - dl ,,, +r,,+ - - .sort EVat=Udrlonl oaTe:114-Mar-0o CONSTRUCT THE PROPOSED BUILDING FOUNDATION AND THE ASSOCIATED SEWAGE AUL CAREY I �. _.___ _. ._. _ '97 - CERTIFICATION DATE:_ JUL g7 ' �*_ • ++ ._? uL s7 _ I - , - -- --- TEM REPRESENTED ON IT AND SHOULD NOT BE USED FOR ANY OTHEI 3Jun-02 SOIL EVAL TEST PID NO :.I103Mar-00'- -a vu �I�^, • ^'Lt,'`., + ��`� '"-. h! --- GRADE TEST PO .- 67- PURPOSESSYS 114.��+ r .-.w... 1 _.. _ --- GRADE @ TEST PIT... 7.4 ;: - - 1 GW 4 7 a• S_ ESHGW' S 5 ! i PERC RATE NIA - \ C �C1f [ DEPTH OF PERC NIA ZONING & RESOURCE PROTECTION NOTES PERC RATE' NIA - IA i DEPTH OF PERC'_ NIA .^ :, `-,,yL, ., TEXTURAL CLASS' NIA - - I -- TEXTURAL CLASS: _ 1. ASSESSORS MAP 23 LOT: 327 t STANDING GROUNDWATER AT 4 2......-.'* \�. E 1 _ • ST,4%JDING GROUNDWATER A T 4 3 ar 4 z I 1, 11 H r 0 0 - - --- ' 8 7 OWNER OF RECORD: MOUNTAIN VILLAGE LIMITED PARTNERS _ _ ____.---- "` .(�, 71i () " ADDRESS: 101 CROWELL ROAD 74 pp: 75 I I 1 �A O _._ WEST YARMOUTH MA 02673 '- �._ =+ - i"' `l✓`" _ afj'' LOAMY SAND - __. _-_ ` J r 10 YR 3/2 ,C - FIBRIL /! , 1't ( 1 8w NTIAL - R-25 7.1 i • 11 1 7 .__ - 5 0 2. ZONE: RESIDE 0.2 ' 7.3 { « • =1 "« a ° '" MINIMUM YARDSETBACKS - "dI i f I 4 `•+.« ', -7 LOAMY SAND r 'AND AA .- - - - ...• ..I./"" 10 YR 578 30' 42 63 ': LOAMY SAND" �/ ' P 1�5 /} 28 Cl!_ ..... 39 - FRONT SIDE: 15 10YR421 Ike `� �•1► _ FINE -MEDIUM REAR: 20 1.2 4 IT SAND B w - _ .._,. 6 3 1 .+a 4.8 2.5 Y 6/4 19 5� D --- - - 3. THE LOCUS IS NOT LOCATED IN A ZONE lI AQUIFER PROTECTION ZONE. LOAMY SANDk:. r °� C2 5 2 LOGU 4 10 YR 5/8 MEDIUM H C D 1 FLOOD ZONE A-12 L'" 9O7 f00 YEAR FLZ70D" NE -..-. f rive -in f _ 2 3 ; 5 2 SAND AS SHOWN ON F.I.R.M. R. M. MAP 2500 i5 0005 D. I - T eater �_. r CII_-------_° `t ft ,' �'''� ,.. " --- - --,----------- 5. THERE ARE t0 SURFACE WATER SUPPLY OR GRAVEL PACKED WELLS WITHIN 400'v 5 YR 5/6 t C ;. - �•;, -- - 6 0 C3 0.7 AND NO TUBULAR PUBLIC WELLS WITHIN 250' OF THE PROPOSED SANITARY PERC TEST' SEWAGE DISPOSAL SYSTEM. 1M- % " `� - I ._ �S SILT LOAM SAND I ;` _: iF tx.- 2.5 Y 5/6 g� 0 3 6. THERE ARE NO PRIVATE POTABLE WELLS WITHIN 100' OF THE PROPOSED SEWAGE [4-- --,0.3 DISPOSAL SYSTEM AND NO SEWAGE DISPOSAL SYSTEMS WITHIN 100' OF THE - FINE -MEDIUM LOCUS PLAN PROPOSED POTABLE WELL. SAND 0 6 ' CB:SCALE: 1" = 1000' 25 Y 6/4 MEDIUM- 8A,' 13 VG COARSE SAND INSPECTION NOTE INSPECTOR: 10 YR 6/6 DESIGN DATA 2: 7NSPEcroR AMY VON HONE FINAL CON \ - SOIL EVALUATOR PAUL CAREY STRUCTION INSPECTION OF ALL SYSTEM COMPONENTS INCLUDING CERTIFICATION DATE JUL 91 INVERT ELEVATIONS ARE TO BE CONDUCTED BY THE DESIGN ENGINEER AND THE SOIL EVALUATION DATE 14 -Mar -00 BOARD OF HEALTH OR THEIR REPRESENTATIVE PRIOR TO BACK FILLING SYSTEM. ` 0 4 8.5 $ 1 -1.0 FLOW - --_ -_- - - - - -. TEST PIT NO. 102 -- \`0 CAVING -_ _ -•- GRADE TEST 7a VARIANCES c \ OJ'�. \ USE:: SINGLE FAMILY* .-_. - _.__. - _ESHG_W 5.5 tK \ 71REMOVE ALL UNSUITABLE MATERIAL FROM EXISTING GRADE (AVG. EL. 8.01) TO THE BOTTOM OF THE Bw HORIZON (AVG. EL. 5.21) AND BACK FILL W1TH CLEAN GRANULAR COMPACTED FILL TO EL. 11.8 IN ACCORDANCE WITH 310 CMR 15.255. 2 M IN / I N. 3'+1.0'_.___ __ 85 SCHEDULE OF ELEVATIONS PERC TEST MEDIUM- COAR$ESAND 10 YR 6/6 EXISTING PROPOSED AS -BUILT Ot TOP OF FOUNDATION 14.3 FIBRIC 11.0 0.3 12.8 7.1 12.6 p - -- D -BOX- INLET LOAMY SAND D}BOX- OUTLET 1.1 10 YR 4/2 6.3 INVERT AT BEGINNING BW' INVERT AT END 11.0 LOAMYSAND 11.8 BOTTOM OF SYSTEM 10 YR 5/8 GROUNDWATER ELEVATION 5.5 22 FRIMPTER TP -102 5.2 C1i 85 SCHEDULE OF ELEVATIONS PERC TEST MEDIUM- COAR$ESAND 10 YR 6/6 EXISTING PROPOSED AS -BUILT TOP OF FOUNDATION 14.3 CRAWL SPACE FLOOR 11.0 INVERT AT FOUNDATION 12.8 SEPTIC TANK - INLET 12.6 SEPTIC TANK - OUTLET 12.3 D -BOX- INLET 11.4 D}BOX- OUTLET 11.2 RELD INVERT AT BEGINNING 11.1 INVERT AT END 11.0 BREAK OUT 11.8 BOTTOM OF SYSTEM 10.5 GROUNDWATER ELEVATION 5.5 FRIMPTER TP -102 1 24 JUNE 02 JH PC ADD GARAGE AND SOIL TEST PIT DATA REV. DATE BY I APP -D. IDESCRIPTION APPROVED BY: PROPOSED 3 BEDROOM HOUSE Q AND ASSOCIATED SEWAGE DISPOSAL SYSTEM LOCATED AT: 1JL�•• 21 BARNES LANE WEST YARMOUTH, MA �a ArC"R< PREPARED FOR: K,4sE PGAU 0,ULIY MOUNTAIN VILLAGE LIMITED PARTNERSHIP APPROVED BY: SCALE 1 " - 20' DATE 5 APRIL 2000 PAUL ' EDWARD CAREY CIVIL 0 10 20 40 80 FEET PREPARED BY: `m Horsley & Witten, Inc.: Environmental Services �r Sextant Hill Office Park 90 Route 6A & Sandwich, MA 02563 �- phone: 508.833.6600 )' fax: 508.833.3150 j Drawn By: PC Designed By: PC Checked By. ELP I JOB No. 2065-