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HomeMy WebLinkAbout0114 STONEY POINT ROAD - Health ,,114, Stoney Point Road �' , } ns a a a e � �rr A 36 6 045A»4 o ° < S s , 9 - Y , a 1v a - d i a e - . s' a �= 3 v. 6w v o a.. i �' TOWN OF BARNSTABLE � LOCATION ll J7 o y�Y �p/�T �a SEWAGE # �00-t— /76 VILLAGE ASSESSOR'S MAP & LOT 33L -01,5� INSTALLER'S NAME&PHONE NO. ,I�kc/f loNs? 5'0�775--�3G2 SEPTIC TANK CAPACITY LEACHING FACILITY: (type) X d NO. OF BEDROOMS _ BUILDER OR OWNER PERMITDATE: COMPLIANCE DATE: 5 2 Separation Distance Between the: Maximum Adjusted Groundwater Table to the Bottom of Leaching Facility Feet Private Water Supply Well and Leaching Facility (If any wells exist on site or within 200 feet of leaching facility) Feet Edge of Wetland and Leaching Facility (If any wetlands exist within 300 feet of leaching facility) Feet Furnished by 13 Z3C C� D 3,S'�, 3 3' AGSM , x No.,` 0(j�-- � 6 - � Fee 0 THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: Yes PUBLIC HEALTH DIVISION -TOWN OF BARNSTABLE, MASSACHUSETTS ZippYtratton for Mtgaal bpotem Comaructton Vermtt Application for a Permit to Construct( )Repair( )Upgrade( VJAbandon( ) ❑Complete System ❑Individual Components Location Address or Lot No. To�d1y� Owner's Name,Address and Tel.No. Assessor's Map/Parcel t��r-$Idta, ME L`t., (To �e.- 336-oqs- S a we Installer's Name,Address,and Tel.No. Designer's Name,Address and Tel.No. Aatc# Type of Building: Dwelling No.of Bedrooms _ Lot Size /`00'/k9q-fr- Garbage Grinder( ) Other Type of Building No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow y y49 gallons per day. Calculated daily flow _-/j—d gallons. Plan Date Z- Number of sheets Revision Date Title Size of Septic Tank © Type of S.A.S. X ZS— Description of Soil Nature of Repairs or Alterations(Answer when applicable) PL90 (R-� ���Or e" 4;� �✓� a�0����`'� l 00(� a /i-/D v G�gu*4i� � a hfd k 0-6d X ow.-o�C a ?01 X 2T 1 ,eA CC, Date last inspected: UUw., PVrr> Gt �✓� /�""�' t"`� a Agreement: The undersigned agrees to ensure the construction and maintenance of the afore described on-site sewage disposal system in accordance with the provisions of Title 5 of the Environmental Code and not to place the system in operation until a Certifi- cate of Compliance has been is e by t ' Board f Health. Sign Date 2ec, O Application Approved by Date Application Disapproved for the following reasons Permit No. a 0 0 1-740 Date Issued � ^ V(1 a 7 b "'"'..-�. ; -_••- • ,_ `ty y4 y Fee THE COMMONWEALTH OF MASSACHUSETTS % Entered in computer: i ' • , r Yes fC,►! PUBLIC HEALTH DIVISION -TOWN,OF BARNSTABLE., MASSACHUSETTS ZIpprication-for MiOpo5ar *pgtem Construction Permit Application for Permit to Construct( , )Repair( )Upgrade( ►, Abandon( ) ❑Complete System ❑Individual Components t Location Address or Lot No. 1h c Owner's^Narame,Address and Tel.No. 7147 ' Assessor's Ma /Parcel_ "•�� jTV&,e� p 3;6 o yr- s a weInstaller's Name,Address,and Tel.No. Designer's Name,Address and Tel.No. o2cH fo,�s s , ' �6(.e� E, YAr�,LDS i Type of Building: f ee Dwelling No.of Bedrooms Lot Size �'D� nCsq-°fr" Garbage Grinder( ) Other Type of Building No-of Persons Showers( ) Cafeteria( ) Other Fixtures t Design Flow ' �� gallons per day. Calculated daily flow tr�.ry gallons. Plan Date Number of sheets Revision Date Title Size of Septic Tank 4K Type of S.A.S. Description of Soil 2 1 -7 Nature of Repairs or Alterations,(Answerwhen applicable) +Ro I/A-CP k6e,40 G ece4 ,lO a�- �✓��r A�di�'�"'� J-7- / oo0 a //-/D C�44*40., �v a ' /Ka(c A-do X w. C,( c- °?o`X w�' a ovd' jh6 . ,?&X,* a-af A /o 'ov't- ve-, give Date last inspected: Uow� ! �, G �✓��� "I �'"� i� � Agreement: The.,undersignedagrees to ensure the construction and maintenance of the afore described on-site?sewage disposal system in accordance with the provisions of Title 5*of the Environmental Code and not to place the system in operation until a Certifi- cate of Compliance has been issued by this Board of Health.01 -- Signe { Date Application Approved by /3- Date 671) Application Disapproved for the following reasons *T' If Permit No. o o - i'7h Date Issued t J�.L /ra 3o�/� THE COMMONWEALTH OF MASSACHUSETTS • � BARNSTABLE, MASSACHUSETTS Certificate of Compliance S� THIS IS TO CERTIFY,that the On-site Sewage Disposal System Constructed(' )R "paired( )Upgraded Abandoned( )by at /YZ/ Pe .1417 6 -01_ 17a�69Z 67t has been constructed in accordance with the provisions of Title 5 and the for Disposal System Construction Permit No. i dated ► i� «� Installer '��'`'' C"o.+�s Designer - W ^V i- The issuance of this permit shall not be construed as a guarantee that the system will function as designed. Date I Inspector C \ a. __ No. ��.l un � — I ..) Fee SDI T , W THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION,- BARNSTABLEs MASSACHUSETTS l zponl *pgtem Conotru lion Permit Permission is hereby-gia ed to Construct( )Repair( )Upgrade(" Abandon( ). System located at ��y - ��7 /Ad/h 2�- �� Qi► H S t-4_6 le and as described•in the above Application for Disposal System Construction Permit.The applicant recognizes his/her duty to comply with Title 5 and the following local provisions or special conditions. Provided: Con tructiori_.must be complefed,within three years of the date of this permit.\ \ E Date:-i}3 � ` /•' -- Approved by A, 4 ` 3 I TOWN OF BA.RNSTABLE � LOCATION Zl'Y -_)7 n/T �24� SEWAGE # ,200--)-- /---6 VILLAGE ASSESSOR'S MAP & LOT 3 ` —0 ,L INSTALLER'S NAME&PHONE NO. 2944/f l015 T S o�775—/3G2 SEPTIC TANK CAPACITY odd LEACHING FACILITY: (type) (size)&,?-5 X.3D X e " NO. OF BEDROOMS BUILDER OR OWNER cvE 4 PERMIT DATE: COMPLIANCE DATE: S Separation Distance Between the: Maximum Adjusted Groundwater Table to the Bottom of Leaching Facility Feet Private Water Supply Well and Leaching Facility (If any wells exist on site or within 200 feet of leaching facility) Feet . K, Edge of Wetland and Leaching Facility (If any wetlands exist within 300 feet of leaching facility) Feet Furnished by n 3 o � � 27 33/ >� 1141 DLOT, jrvw e "alr=��Nw' /t!o F 1-5 41C-9 wstv 2 11 AroU-& CO. INC. 4650 Route 28 Cotuit, MA 02635 (508) 428-6032 FAX(508) 420-0583 May 16, 2002 Town of Barnstable Board of Health 1 Att: Dave Stanton 290 Main Street Hyannis, MA 02601 Dear Mr. Stanton, Re: 114 Stoney Point Road,Cummaquid We installed a 20 amp out door sewer ejector alarm and pump circuit. Enclosed is a copy of the electrical permit #61144. Sincerely, Rodney W. Ames TOWN OF BARNSTABLE BUILDING PERMIT PARCEL ID 336 045 GEOBASE ID 24814 ADDRESS 114 STONEY POINT ROAD PHONE BARNSTABLE ZIP - LOT 1 BLOCK LOT SIZE DBA DEVELOPMENT DISTRICT BA PERMIT 61144 DESCRIPTION INSTALL 20 AMP OUTDOOR PUMP CK 1181 PERMIT TY BEAD R TITLE WIRING-RES. ADD/ALTER CONTRACTORS: AMES ELECTRIC CO. , INC. ARCHITECTS: TOTAL FEES: $25 . 00 BOND $ . 00 CONSTRUCTION COSTS $ . 00 1107 753 MISC. NOT CODED ELSEWHERE �J DATE ISSUED 05/15/2002 EXPIRATION DATE t i Ln cn' s, z^ CD --i O �7 rn Town of Barnstable P# Department of Regulatory Services o`11E, Public Health Division Date y 200 Main Street,Hyannis MA 02601 • BABNSrABrE, 7 MA98. ED NAPr ae Date Scheduled G Time Uv ��, Fee Pd. I Soil Suitability Assessment for Sewage Disposal Performed By: lJ/P�t A/11�Ju'�7vr Witnessed By: .. ... .. ..._.. _..... .............. ........ _ :!disae::,xi.;:!i:,+w!+!i!L'e,.�:�,., .I "':iaa ,:,!i::d.:�!!!3�'.,:�.!,rN;, �:; , I!. ,la •; .,hl ,.d,. ! I„! k ..-E.. ,a :::'TM.,�!.,,,{r,,.y ='�r`.:':s::`, ....".-:.{�..s.r!.tLt;;��!,:,�. ;::,��i:!+!.::: ,u+� �; 'Y�5:;:.... !. F'is i .:!.,hL pia".e!!r s::!m"IN6:.. .. .. .�+.:'•:,TM'::cr:,. f' ?:;.r,•.!r,,:,i..,:!x,=:!:k,ill.l-i Owner's Name Location Address I [/ S��C y�d -To Address //Lf J*kA,�101 Assessor's Map/Parcel: 0 q Engineer's Name 6-6L, NEW CONSTRUCTION REPAIR Telephone# ���[f 47- 3b'6 Z Land Use a-tM Slopes(%) -—/O e/ Surface Stones e' Distances from: Open Water Body >/O O ft Possible Wet Area 7/0 o ft Drinking Water Well ft Drainage Way /00 ft Property Lineft Other ft SKETCH:(Street name,dimensions of lot,exact locations of test holes&perc tests,locate wetlands in proximity to holes) I oil I � N N ZZ9, 73' r, I Parent material(geologic) Depth to Bedrock > - Depth to Groundwater:"Standin Water Hole:'= l ( ` `-` Weeping from Pit Face 19(9 T r r g I Estimated Seasonal High Groundwater 1?9dkI.'.::,r,��!.....r..lm!,,!m;.,",.I:r fi:-_!r,F!m.:..!.!,:.,..w1':.5 a,9!,rr,.:!.::vni�!x._-...;.�!.,..;s!r.„.r!.,...�4.rrn v-:.a...I. .r.:•,;.•.,!n,.u!n.uInr:In..!r,.:.L,,::.::;.,a;:v:..i.:..,..�.i!:•r.! 'I:I : Amll-:- -: i�„ . x-r- o M.". ' p .. m !i. J ��. Method Used:Depth Observed standing in obs.hole: in. Depth to soil mottles: ft. Depth to weeping from side of obs.hole: (0 6' in. Groundwater Adjustment ft y Index Well# Reading Date: Index Well level Adj.factor Adj.Groundwater Level_ ^:,n :"ar, jr!;!; Y :;F,.,'':;N,!,:,,!;^a?!;:xi,, ...:.... .. .. ......:.m..,.....,.:: ... ..:,..,, ..�,..,..._.-.,.......�............,.:.:.:r.,�....,. !........:-..:!!'.. I.S.. , .I!..,!�'Nnl'1.,.,,..,Wt!r.nu:!!I!riil+.�3'!;;,.,.qj:k,:..F:�.!!.!:-I,�.r!il ::m::.... !!,.r!:!a!,"........-Lprn=,.:.,.,..1k:!1a�„!.�:;,;.:=Y!..,..,--........,..:..,.. ...:_.._,,,...:.a„,:: !,. .. N:r•.",it:III. :,,..q.,.. 6.. �.., k: ':.:;,: ,,:!,.—: !.!;s!!,..,,.Iiy.I!;..y_y_.,_.I,...n,[.!r.x!:I !.,:n...:+:.41,.xl.e!;1!;!,.!;.!.:!.!!.. .:: :. ...::::. ... !!. I A. s S!N !!,.d!, .x ,�:x I!!N!:.ac.r:31,;•..• i i .!,.:::, ,:r+!!.yF.,x!rtc::._x.x1::I''',:.rl,1!:.1,3.x.L,:!:I ::::xdl',.L:, ,,+,,,:_,!x. !. .; ,: .. :1. 6-r..rrai. ,1... t� ..rl..:,.lx,;,,.f'..._!.-. . �!.:...¢7,.....�:::,:::.3.::N:_:_r: �_:,. ! .:+.! .!a !!!4 �, .a t': kn e� hJpu _x_1 n u- ' ?ki�,,41: 'I.=..I:!': i !I...r..d.+:�I!!....:..:......�.I- , ..�:. IRRR I: '' e_!��6,:!�i� 53.-m:•.�T ' :_._-,,.•::;r''tr 1'�:- �_,'s,'�- '„I''h�..:�..hlh,! q n:_. n'"!R�!Aki.7' :'. �! �,n4..Yt Observation r Time at 9" Hole# Depth of Pere Time at 6" Start Pre-soak Time @ Time(9"-6') End Pre-soak Rate Min./Inch i Site Suitability Assessment: Site Passed Site Failed: Additional Testing Needed(Y/N) Orieinal: Public Health Division Observation Hole Data To Be Completed on Back :;;;:•:;•>:.;::;;;:•; :.::::::::::..................... Soil Other Depth from Soil Horizon Soil Texture Soil Color mottling Structure,Stones,Boulderes. Surface(in.) (USDA) (Munsell) g ( e. 9Cs ,ol L•`tle Jcto,a. l0 I"e-- ��.�� .sit � 2•s y®.�� v�� •'�'!`� l7 S C�Z L st�.� Z S—Iy yes �Z L 1~taA-.ol S� yE� gLd26 s �� C 3 fir- GG'` ::::::.::<.: ::;»::::>:.:;:.;;:.:.:::•:;:<: . B:SFItA>TXgII;I1: t:; +<::.><;:.:;<.:.;:.;>:::..::::::;::.::..,..:...:............ ^«:<:::�>;�•.,'',.::<;;;::::;;�>;:;:::>::::>•<::::::;::;;<:.;•::::.;:;.�:;:<:.;:•:�•:::::..:.....:.�::;:•..... .. .� :. Other . Depth from Soil Horizon Soil Texture. Soil Color Soil Depth (in.) (USDA). (Munsell) Mottling (StrucCons!.ture,Stones,Boulderes. % t . ......:............ soil Horizon Soil Texlura soil Color Soil Other Dept h hoin Mottling Structure,Stones,Boulderes. Surface(in.) (USDA) (Munsell) g ( e ::>:�»s:»:>�::::»:::«:>k;>;::;;::.::.:.:::;.>::.•:.:.....:..::.. .... .............. . .. : :. . Soil Other Depth from Soil Horizon Soil Texture Soil Color Mottling Structure Stones Boulderes. Surface(in.) (USDA) (Munsell) g ( e e Flood Insurance Rate Elan: Above 500 year flood boundary No. Yes Within Soo year boundary No_ Yes Within 100 year flood boundary No_ Yes penth of Naturally Occurring Pervious Material Does at least four feet of naturally occurring pervious material exist in all areas observed throughout the area proposed for the soil absorption system? If not,what is the depth of naturally occurring pervious material? ("ertification • I certify that on �a (date)I have passed the soil evaluator examination approved by the Department of Environmental Protection-and that the above analysis Was perform y / sten rt $ i„ :t t n CMR 15.017. BENCH MARKON TOP CORNER Design Calculations LOCUS N OF CONCRETE RETAINING WALL Number of Bedrooms: 4 ELEV.= 100.00' ASSUMED 00�10S Garbage Grinder: No LTAR = 0.60 gal/sq.ft. for 10 mpi (assumed) _ BARNSTABLE Leaching Capacity Required: 4 BR x 110 gpd/BR - 440 gpd HARBOR °ly Leaching Area Required: 440 Gal./(0.60 Gal./Sq.FQ= 733 Sq,Ft. SITE ;; �\FOff- Proposed Leaching Structure: 1-30'L X 25'W X 0.5'D Leaching Field n' Leaching Area Provided: 750 Sq.Ft. Proposed Leaching Capacity: 450 gpd > 440 gpd. req'd. j c' o J r �\s LIET OUT CHAIN 9EXISTING FIMSHED GRADE Holty�- O �1 P UMP NOTES & SPECIFICATIONS OUG n 1. PROVIDE 1 MEYERS SRM 4/10 H.P. SUBMERSIBLE L INLCT INVERT OUTLET INVERT ELEV.9}.Zg' o D PUMP, SINGLE PHASE, 115 V, CAPABLE OF PASSING A ELEV_93.53• - c°^dv L^ MINIMUM SOLID SIZE OF 2" DIAMETER OR EQUAL 3/6-WEEP HOLE ABOVE CHECK VALVE (FREEZE PROTECTION) 'p /Yl 2. USE MEYERS CE11SW SIMPLEX ELECTRIC reserve Of ROUTE A 00 CONTROL PANEL INDOOR MOUNTED 20' 2'SWING CHECK VALVE-P.V.C. t\ U A storage /� W/VISIBLE ALARM OR EQUAL I WGH WATER ALARM ELEV.-91.37' L O T I 3. PUMP SHALL BE INSTALLED IN STRICT COMPLIANCE L 2" PUMP ON ELEV=97.20'- A A p A A(1 I I I D I (�� WITH MANUFACTURER'S SPECIFICATIONS. sD` l�lJ IVI IVI h!V 1 ° 4. At-ARM SHALL CONSIST OF AUDIBLE SIGNAL & 5 Working distance AREA = 43,952± S. F. °V"- RE=D WARNING LIGHT TO BE INSTALLED IN BUILDING � PUMP OFF ELEV.m90Je' AND POWERED BY SEPARATE CIRCUIT FROM -- - CIRCUITS TO PUMP, 1$" 5. PROVIDE THRUST BLOCKING AT ELBOWS OF FORCE MAIN, FLOOR PUMP CHAMBER ELEV=89.28' 6. DOSING SCHEDULE = 4 DOSES PER DAY. 1 DOSE-440 GAL./4=110 GAL. - INSIDE DIMENSIONS OF PUMP CHAMBER = 7'-61 X 4'-8'V r 110 GALLONS/7.48 GAL./CU.FT. - 14.7 CU.FT. 6"of 3/4"- 11/2"Stone X 1 0� 5 6' 14.7 CU. FT./(7.5- X 4.67') = 0.42' = 5" S 102.89' USE 7" FOR WORKING DISTANCE. PUMP DETAIL 7. RESERVE STORAGE ABOVE WORKING DISTANCE= 1 DAYS FLOW=440 GAL. INSIDE DIMENSIONS OF PUMP CHAMBER = 7'-61 X 4'-8"W Not to Scale O 440 GALLONS/7,48 GAL./CU.FT. = 58.82 CU.FT. 58.82 CU. FT./(7.5' X 4.67') = 1.68' = 20" 1,5E 20" MIN, FOR RESERVE STORAGE ABOVE WORKING DISTANCE. GENERAL NOTES ± S e 3-20`OIAM.ACCESS MANHOLES \� CO 1. ADDRESS: 114 STONEY POINT ROAD 2. ASSESSORS- • 3. DEVELOPER'S LOBER:OT AP 336, PARCEL 045 _ 4. TOPOGRAPHIC INFORMATION WAS COMPLIED FROM AN �e 98.00' "`E' ) 0 ON THE GROUND INSTRUMENT SURVEY. /n�. �, -'' •••''--'`I o nET MUNICIPAL WATER I PROVIDED 0 G �\ THE ACCESS COVERS FOR THE SEPTIC TANK, 5 SURROUNDI G TPRO ER TO SITE AND Gv �• DISTRIBUTION BOX AND PUMP CHAMBER Rp 5� existing SET DEEPER THAN 12"BELOW FINISHEQ 6. REFERENCE PLAN:PLAN BOOK 311, PAGE 70 0 - STEEL REINFORCED PRECAST CONCRETE G P a� g X 9 8,0 8 GRADE SHALL E. RAISED TO WITHIN 6 OF Ln Sao ode 1000 gal. septic PLAN VIEW FINISHED GRADE. t s tank 3-c2F REMOVABLE COVERS X \-.97,23' 3 m .w•.n s j}WE T•' , 2"ml^.W,t outl<l page �N �;::> Went N�T Elva OUTLET CONSTRUCTION NOTES 8 mN. !� 10145 s� r L �� Eg twe ;A 1. Contractor is responsible for Digsafe notification O M , 'a and protection of all underground utilities and pipes. I ' 2. The septic tank and distribution box shall be set o '_2 level on 6 of 3/4"-11/2" stone. i� \des L-Li CROSS SECTION END-SECTION 3. Backfill should be clean sand or gravel with no Z Od �/ H-10 1000 GALLON SEPTIC TANK stones over 3" in size. oJerhe- 98.01' a 7 7.65 O TO BE USED AS PUMP CHAMBER 4. This system is subject to inspection during installation 0 <� T 1 NOT TO SCALE a9 ,3 - � by Glen E. Harrington, R.S. • 5. The contractor shall install this system in accordance 3 • USE ACME-PRECAST OR EQUAL -= o. with Title V of the Massachusetts Environmental Code O and the Regulations of the Town of Barnstable. SOIL EVALUATION 6. Provide a Acme Precast H-1 0 1 WO gal. pump chamber & 7 Hole C D-Box w/baffle or equal. 96,67' 7. No vehicle or heavy machinery shall drive over the Ova Date of Soil Eval.: April 11, 2002 Y Y 4 ��< 9 �l Test Performed By: GLEN E. HARRINGTON, R.S., CSE septic system unless noted as H-20 septic components. O O X 96.83' - O Results Witnessed By: David Stanton, Health Inspector 8. Pump and backfili existing leaching pit. Excavator: Arch Construction 9. Vent ends of leaching distribution lines with 4" dia. SCH 40 PVC. X 9 .6 9' �0 Percolation Rate: 10 min./inch (assumed) 10. All existing inverts and site conditions shall be verified by contractor. ���` 7 HOLE D-BOX Ground Water: Weeping at 66" in T.H. #1 11. Percolation test to be performed of the time of installation, �a-- WITH INLET TEE Contractor responsible for notifying Designer and Approving Authority i-0 dirt drive O-% & BAFFLE / Test Hole 48 hours in advance of construction, e. v 1 No. 1 DEPTH SOILS ELEV. 94,96' 0 97.34' AD 40 16" 1. tOYRord3/4 m96.01' - " loam f BW.sand 3'-6" 6'-0"a,center 6'-0"o enter 6'-0"on center 3'-fi 31 - 7cJ,13' � 1o�Rs s 94.76' f f sandy loanMln.22"-1/8-1/2"Washed stone 2 2 Q , 7 3 ' I 25Y6/4 -_§g'__ _weep ng__90.8 ' 3/4"-1%Z' Woshed Stone s Mtn 12 116" 7,67_' \ C 2 oamy sa zs' PETER Do 2 5Y5/4 SYLVIA SEUGMANN 75" CLASS 82.76' 4"periorOted SCH 40 P.V.C.pipe _., dense oamy son (tml°°I) 181" 5/58P 82.26' LEACH FIELD CROSS-SECTION NOT TO SCALE 0 20 40 50 provide vent as shown *NOTE: ALL PIPES ARE TO BE 4" DIA. SCHEDULE 40 P.V.C. 4" dia. SCH 40 PVC OF AM *NOTE: INSTALL GAS BAFFLE OR EQUAL ON SEPTIC TANK OUTLET TEE. SCALE: 1"=20' LEGEND 'Z E((N11 ��G PROPOSED SEPTIC SYSTEM UPGRADE ' PREPARED FOR 10' min. from finished grade over system=2% slope away house to septic tank 7 HOLE AR (� n JOHN B. BOWEN ET UX ExistingHouse Septic tank covers must be DIST. BOXW/ PVC TEE Proposed 1 D00 GALLON No. "�V AT Within 6" of finished grade & BAFFLE Existing Grade Min, 2"-1/8"-1/2" Washed Stone O PUMP CHAMBER 9F EXISTI ADE 30' - a" Pertoroted PVC. 12" min. Top Peastone Elev.=95.84' G�S'tEQ'�� 114 STONEY POINT ROAD .. .'"•' Level for 2' S=.01 walk- o Ut 1000 GAL. Invert lev.=95.34' DENOTES EXISTING �4/�/TAR\ BARNSTABLE VILLAGE, BARNSTABLE, AAA x 104.46 SPOT GRADE s = .02 H-10 m 10' 3/4'-1'4" Washed Stone 6 -- c e l l a r S=.G, F�77 MP1N N rn Min Bottom of Leach 10• a, �, Field Elev.= 94,84'. DEEP TEST HOLE PREPARED BY: Bsmt. FI. Elev.=97.79' m EXISTING no 5. II ,, M 4' Min. ® GLEN E. HARRINGTON, R.S. LEACH FIELD OO SEPTIC TANK M '00 " ° CONTRACTOR SHALL EXCAVATE 5' ALL _..-..--..-W--.__...-_ __.. A Fox. location Existing 9 LEDA ROSE LANE ° _ Highest Point of Gw -- �/ Approx. 9 > H-10 _ _ = water service MARSTONS MILLS, MA 026 �-8 IV AROUND THE LEACH FACILITY AND DOWN Weeping @ Elev.-90.84' 7 c TO ELEVATION 87.67' (C2 - loamy sand). c v II - 5 PERC SAND FILL SHALL MEET 6" OF 3/4"-11/2" STONE S PUMP } 6" of 3/4"-11/2" STONE S REQUIREMENTS of 310 CMR 15.255. I DENOTES EXISTING TEL: 508-428-3862 CHAMBER I ; 98 FAX: 508-428-3862 - J THE AMOUNT OF MATERIAL TO BE REMOVED CONTOUR w SYSTEM PROFILE IS APPROX. 520 CUBIC YARDS. Not to Scale 6" OF 3/4%11/2" STONE THE AMOUNT OF REQUIRED PERC SAND SCALE: 1"=20' DRAWN BY: GEH APRIL 22, 2002 IS APPROX. 600 CUBIC YARDS. DATUM: ASSUMED FILE: BOWEN.OWG SHEET 1 OF 1 ^ ri 1 ��y�•wt ur e S 1M 1 � k „ r Ij r i'krR•I I '.�L � �6 „tt �wyq �'— 1. I / i 1•x r�'ve .K+ � �"v'� wy.:yp� g if. r � • � �' fir ^ k r �, pr��,=' � � f^;� -------Y,�- -"cam'"" .--� u._.r•, ..� ,,,,. ._.. x+, ,r) 1 1dy .,y A N ra ki I cog kv t5 f r 1q, VIA r�x I I 1 1 l �4��"RS i � ���•g y� 'f f _-,- ....«.....—_..._.___• �.�^- � _ /.. .__ _ ._ 1 .. 7��+"� �1ea. StG�.pHa#srt'�.Y� �;1 #'.y k IY � JeEt� c } I 1 I -a-.....___..•. ... _rt..�w.,�-•.._.-.,. ..�,_ _. -. �._+y..^,—.�- ( I .'.. k"1,p �t ���t,a�tt,� �:�F R �}� � { t 1' - § 7 gk A s i /r fMr „7md it i r I Pill , GI Garz,�G ,6,DD t--IVCl ,�F� �o_ { Pr F gip# __ — IZ�o �-O N�/ADD,Tto►�-� ►Z�o °�� ����,arr"�;�� r, f air;. � � ' I �����•�' ' O 1 f r�'d+fe��`�k't'4'� x•/�''�`� dt{ ,�`�.��dfru � �y 1 ✓ k 1 { F} 1 1. a. f... .. r 5 41 tj IQ } r a "R k o i 00 If -�� .,s.. ^.__.._ .� ..Y-�. _cam. W-_ � `. __ •_._ — I �� I .'V , � tr�.� Nl � i!t�f'' �"y��°'S,'.. t s(� A I } Y/UL� C e /A/ rw.w.r✓rnrw�.:rw.rr.: � -S ri� Y 4� ��� d rt 51