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HomeMy WebLinkAbout0073 INDIAN HILL ROAD - Health " 73 INDIAN HILL ROAD, BARNSTABLE FIN v- .. r.c:.-.tea J a/, .:G�' w� .. .�i:V♦. d h ... .v. - � ! .. 6 ry a L M.v r• � � .v•Y h .�• } ¢'� U p a �..w r' . r - a r : jY;'r�..•c.�� �.��•.+_ .�..rar_._x �: u .a r+.:".LL. a. r. ;Ct` rp 4 ,. � , " . - � d •. ,. n y' , ' - , T I 1 i e Fry k n c •�.. ._f +� w i i �' Y i� �.- 4 q - y � - '? y C', r.. hs �< •! - v. r $ ',t3•ij _ � ba: fir - • a >< •,+7. ,�, I ..a i ,`Yx tk i3,. , v .. r 0 S l4 ° .. n.y � v,'• .. ... q ...� sa..T� y 'a':•Yid. .•y a,r '�' � - ,. `!. - ± •�.4 h ' -�u � rF. Y 4 - ! .,�• yt V� ,f � . ,Y' G•Y{• , a .�.. � K,x.,J _ � - . , s "� u .:. � ,r r 4 :... � -., .�' C .,x•' �N� iY.d" lGa� r� 4v"".. ,v ds!",,. 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C U(ia yl ✓� ��C' INSTALLER 19 NAME ADDRESS BUILDER / OR �f OWN ER� DATE PERMIT ISSUED DAT E COMPLIANCE ISSUED Ii l . i� of 6a ,O All d f,7 ny t BORTOLOTTI CONSTRUCTION, INC. 765 WAKEBY ROAD,MARSTONS MILLS,MA 02648 508-771-9399 508428-8926 FAX: 508428-9399 SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART A CERTIFICATION Property Address: W Date of Inspection: -7 Inspector's Name: Owner's Name and Address- 2 7 • CERTIFICATION cTAT .MENT• I certify that I have personally inspected the sewage disposal system at this address and that the informa- tion reported below is true,accurate and complete as of the time of inspection. The inspection was per- formed based on my training and experience in the proper function and maintenance of on-site sewage disposal stems. The System: H Passes Conditionally Passes `.; Needs Further Ev n y oval Aproving Authority Fails Inspector's Signature: Date: .— �j�cj The System Inspector shall submit a copy of this inspection report to the Approving authority within thir- ty(30)days of completing.this inspection. If the system is a'shared system or has a design flow of 10.000 gpd or greater, the inspector and the system owner shall submit the report to the appropriate regional office of the Department of Environmental Protection. The original should be sent to the system owner and copies sent to the buyer, if applicable and the approving authority. INSPECTION SIN MA RY- A) SYSTEM PASSES: 7 , w/ I have not found any information which indicates that the system violates any of the failure criteria as defined in 310 Cat 15.303. Atty failure criteria not evaluated are indicated below. B)SYSTEM CONDITIONALLY PASSES; One-or more system components need to be replaced or repaired. The system,upon comple- tion of the replacement or repair, passes inspection. Indicate yes, nor,or not determined(Y,N,OR ND). Describe basis of determination,in all instances. If "not determined",explain why not. The septic tank is metal,cracked, structurally unsound, shows substantial infiltration or exfiltration,or tank failure is imminent. The system will pass inspection if the existing sep- tic tank is replaced with a conforming septic tank as approved by The Board of Health, Sewage backkup or breakout or high static water.level observed in the distribution box is due to broken or obstructed pipes)or due to a broken,settled or uneven distribution box. The system will pass inspection if(with approval of The Board of Health): 1 _ E t, SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART A CERTIFICATION (continued) Broken pipe(s)replaced Obstruction is removed Distribution Box is levelled or replaced The System required pumping more than four times a year due to broken or obstructed pipe(s). The system will pass inspection if(with approval of The Board of Health): Broken pipe(s)are replaced Obstruction is removed " C)FURTHER EVALUATION IS REQUIRED BY THE BOARD OF HEALTH: Conditions exist which require further evaluation by The Board of Health in order to determine if the system is failing to protect the public health, safety and the environment. 1)SYSTEM WILL PASS UNLESS BOARD OF HEALTH DETERMINES THAT THE SYSTEM IS NOT FUNCTIONING IN A MANNER WHICH WILL PROTECT THE PUBLIC HEALTH AND SAFETY AND THE ENVIRONMENT: Cesspool or privy is within 50 Feet of a surface water Cesspool or privy is within 50 Feet of a bordering vegetated wetland or a salt marsh. 2)SYSTEM WILL FAIL UNLESS THE BOARD OF HEALTH (AND PUBLIC WATER SUPPLIER,IF APPROPRIATE):DETERMINES THAT THE SYSTEM IS FUNCTION- ING IN A MANNER THAT PROTECT THE PUBLIC HEALTH AND.SAFETY AND THE ENVIRONMENT: The system has a septic tank and soil absorption system and is within 100 Feet to a surface water supply or tributary to a surface water supply. The system has a septic tank and soil absorption system and is with a Zone I of a public water supply well. The system has a septic tank and soil absorption system and is within 50 Feet of a private water supply well. The system has a septic tank and soil absorption system and is less than 100 Feet but 50 Feet or more from a private water supply well, unless a well water analysis for coliform bacteria and volatile organic compounds indicates that the well is free from pollution from the facility and the presence of ammonia nitrogen and nitrate nitrogen is equal to or less than 5 ppm. D)SYSTEM FAILS: I have determined that the system violates one or more of the following failure criteria as defined in 310 CMR 15.303. The basis for this determination is identified below. The Board of Health should be contacted to determine what will be necessary to correct the failure. Backup of sewage into facility or system component due to an overloaded or clogged SAS or cesspool. Discharge or ponding of efluent to the surface of the ground or surface waters due to an overloaded or clogged SAS or cesspool. Static liquid level in the distribution,box above outlet invert due to an.overloaded or clog- '', ged'SAS.or cesspool. ' Liquid-depth in cesspool is less than 6"below invert or available.vo_lume is,less than 1/2 day flow. Required pumping more than 4 times in the last year NOT due to clogged or obstructed pipe(s). Number of times pumped -2- Qj r ,. ' �� ^a f• art' SUBSURFACE SEWAGE DISPOSAL'SYSTEM'INSPECTION.F.ORM :`PARTA. : •CERTIFICATION (continued) Any portion of the Soil Absorption System,cesspool or privy is below the high groundwater elevation: t' Any portion of a cesspool or privy is within 100 Feet of a surface water supply or tributary to a surface water supply. Any portion of a cesspool or privy is within a Zone I of a public well., Any portion of a cesspool or privy is.within 50 Feet of a private'waterTsupply well Any portion of a cesspool or privy is less than 100 Feet but greater than 50 Feet from a private water supply well with no acceptable water quality analysis.- If the well has been analyzed to be acceptable,attach.copy of well water analysis for coliform bacteria,volatile organic compounds ammonia nitrogen and nitrate nitrogen. E)LARGE SYSTEM FAILS: yx 3 i The following criteria apply to a`large system in addition to the criteria above: ' The design flow of a system is 10,000 gpd'or greater(Large System)and the system is�aysignificant threat to public.health and safety and the envir6nment'because one'or more of the following conditions;exist E � :The system is°witturi 400 Feet of a surface dnnkmguwater supply, The stem is within 200 Feet{of a tributa to a surface drinkin water'su 1 Sy ry g, PP y �. The system,is located in a nitrogen sensitive area Interim Wellhead Protection'Area= (IWPA)or a mapped Zone II of a public'water supply Well.� The owner or operator of any.such system shall bring the system and facility into full compliance with the groundwater treatment program requirements of 314 CMR 5.00 and 6.00.,Please consult the local ` regional office of the Department for further information.- r j SUBSURFACE SEWAGE"DISPOSAL SYSTEM INSPECTION FORM, PART B . F 'CHECKLIST # Check if the following have been done: t/Pumping information was requested of the owner,occupant, and Board of Health ✓None of the system components have been pumped for atleast two weeks and the system has, been receiving normal flow rates during that period. Large volumes of water have not been introduced into the system recently or as part of this inspection. _le'As-built plans have been obtained and examined.,Note if they,are not available with N/A. ✓The facility or dwelling was inspected for signs of sewage back-up. _V The system does not receive non-sanitary.or industrial waste flow. The site was inspected for signs of breakout t Aff system components,excluding the Soil Absorption•System,°have:been located on site. , y The:septic tank manholes were uncovered,7 opened,and the interior of the septic:tank'was in- ; spected for condition of bA les or tees;'material of construetion;-dimensions;pdepth of liquid,:; /depth of sludge,depth of scum. The size and location of the'Soil Absorption System on,the site has,been determined based on 4 existing information or approximated by non-intrusive methods: -3- ^,��• `2 'SUBSURFACE.SEWAGE DISPOSAL SYSTEM,INSPECTION FORM PART B CHECKLIST(continued) ✓The facility owner(and occupants,if different from owner)were provided with information on the proper maintenance of Subsurface Disposal System SUBSURFACE SEWAGE DISPOSAL SYSTEM.INSPECTION FORM - PART C. SYSTEM INFORMATION FLOW CONDITIONS Design Flow:U0_gallons Number of Bedrooms: Number of Current Residents:_ Garbage Grinder:_ Laundry Connected To System Seasonal Use: AJO Water Meter Readings, if a 'table: Last Date of Occupancy: Type of Establishment: Design Flow: .. nallons/day Grease Tiap'•Present: (yes-or no) Industrial.Waste Holding Tank Present: . . Non-Sanitary.Waste Discharged To The Title V System: Water Meter Readings, If Available: Last Date of Occupancy: OTHER: Describe) Last Date of Occupancy: GENERAL INFORMATION PUMPING RECORDS and source of ihfoimation:'' System Pumped as part of inspection: IJ 0 if yes,voltWe pumped: pal�hs Reason for pumping: TYPE OF SYSTEM: --ACSeptic Tank/Distribution Box/Soil Absorption System Single Cesspool Overflow Cesspool Privy. . Shared System(If yes,attach previous inspection records, if any) Other(explain): PROXIMATE AGE of all com ne ts,date ipstallqd(if known)and sourceof information:. Sew he odors detectdd w'fidn arriving at'the-site: 3 ' -4- SUBSURFACE SEWAGE DISPOSAL SYSTEM:INSPECTION FORM PART C GENERAL INFORMATION (continued):, SEPTIC TANK: Depth below grade: Material of Construction:✓concrete metal FRP Other (explain) — Dimisions: 0._S'X��X Sludge Depth: Scum Th}ckness:_, " Distance from top of sludge to bottom of outlet tee or baffle: 3 2- Distance from bottom of scum to bottom of outlet tee or baffle: Comments: (recommendation for pumping,condition of inlet and outlet tees or baffles,depth of liquid level in n outlet invert, structural integrity, evidence of leaka e. etc. / v -Pjlp �i .� GREASE TRAP: .�IJd Depth Below Grade: Material of Construction: concrete meta 1.l FRP Other, , (explain) — — — — Dimensions: Scum Thickness: Distance from top of scum to top of outlet tee or baffle: ' 17 . e <<• ,-, Comments: (recommendation for pumping, condition of inlet and outlet tees or baffles,`depth-of liquid level in`relation to oudet invert,structural etc.)-' w TIGHT OR HOLDING TANK: Depth Below Grade: Material of Construction: concrete metal_FRP Other'(explain) Dimensions: Capacity: ,allons Design Flo« ;allons/day Alarm Level: r Comments: (condition of inlet tee, condition ofalarnilatid float switches. etc..). ..' _ _ ' - DISTREBUTION BOX: ✓,. Depth of liquid level above outlet invert: Comments: (note if evel-and distribution is equal, evi ce of solids carryover, vide,9ce of I kage int or out of box,etc.) 4/1 4-7 PUMP CHAMBER. ` '_ .6- Pump`ts in working order: , „_•. _" ^'''` CommenW'(note condition of pump chamber, condition:of pumps'and apptirtenances, etc) -5 --SUBSURFACE-SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART C SYSTEM INFORMATION (continued) SOIL ABSORPTION SYSTEM(SAS): (Locate on site plan,if possible;excavation not required,but may be approximated by non-intrusive methods) If not determined to be present,explain- Type: Leaching pits,number: Leaching chambers,number: Leaching galleries,number: Leaching trenches,number, length: !2' x . .-' Leaching fields,number,dimensions: Overflow cesspool,number: Comme ts: (note condition of soil,signs of hydra lic failure level of ponding,conditiop of vegetation, et .) 77-1�t� �- hr.c --CESSPOOLS: IJ6 Number and configuration: Depth-top of liquid to inlet invert: `�,, i . , 9; ,Depth'of solids layer:` Depth of scum layer: Dimensions of Cesspool: "s " ' Materials of"construction: Indication of groundwater: Inflow(cesspool must be pumped as part of inspection) Comments: (note condition of soilk, signs of hydraulic failure, level of ponding,condition of vegetation, etc.) PRIVY: AM Materials of construction: Dimensions: Depth of Solids: — — Comments: (note condition of soil, signs of hydraulic failure, level of ponding, condition of vegetation, etc.) -6 � W 'SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART C SYSTEM INFORMATION(continued) SKETCH OF SEWAGE DISPOSAL SYSTEM: Include ties to adeast two permanent references, landmarks or benchmarks. Locate all wells within 100 Feet. _ a3'(12',' .µ « yc� All DEPTH TO GROUNDWATER: Depth to groundwater: �7 Feet. X ��,,��1� �i J, Method of Detenminati n or Appro�umatio n: /�` -7- TOWN OF B STABLE LOCATION SEWAGE # 97: L VILLAGE ASSESSOR'S MAP &LOT .INSTALLER'S NAME&PHONE NO. CAPACITY _ SEPTIC TANK — / ;3 :LEACHING FACILITY: (type) w f•/ , (size) NO.OF BEDROOMS BUILDER OR(CNVNE PEItNiTT DATE: fT' ' 9 7 COMPLIANCE DATE: r------ Sep aration Distance Between the: / Feet Maximum Adjusted Groundwater Table and Bottom of Leaching Facility v ate Water Supply Well and Leaching Facility (If any wells exist Feet %. on site or within 200 feet of leaching facility) Wg.`e of Wetland and Leaching Facility(If any wetlands exist 3 Feet facility) - leaching f ) within 3 00 feet of 1 g t5' Furnished by �3 73 • 9` 6- O 35 lip 3� ab Ljo e TOWN OF B STABLE LO:.ATION 7 n %ae � SEWAGE # QZ VILLAGE ASSESSOR'S MAP & LOT .3�31-0,5? INSTALLER'S NAME&PHONE NO. SEPTIC TANK CAPACITY ©� 6,9 L �/ O d LEACHING FACILITY: (type) ki sG. -1 (size) Pf 'x`9 k 3" NO.OF BEDROOMS - BUILDER ORI� ��/� PERMTTDATE: 7 COMPLIANCE DATE: Separation Distance Between the: Maximum Adjusted Groundwater Table and 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) 1, Feet Edge of Wetland and Leaching Facility(If any wetlands exist 3 Feet within 300 feet of leaching facility) Furnished by # 73 I ( � q '�o b No. 7wv G / Fee THE COMMONWEAL OF MASSACHUSETTS Entered in computer: Yes PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE., MASSACHUSETTS 0[pplication for ;h6po.5al *pgtem Cow5truction Permit Application for a Permit to Construct( )Repair(V�Upgrade( )Abandon( ) M Complete System ❑Individual Components Location Address or Lot No. 73 ^ Owner's Vame,Address and el.No.dr Assessor's Map/Parcel 133; h Installer's Name,Address,and Tel.No. Designer's Name,Address and Tel.No. 7 Type of Building: Dwelling No.of Bedrooms 3 Lot Size sq.ft. Garbage Grinder( � Other Type of Building geeee- No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow 11P gallons per day. Calculated daily flow ?3,d gallons. Plan Date y Q T Number of sheets Revision Date Title J/ gL e1��� �n; R7- 73 Size of Septic Tank /3®4�11' Type of S.A.S. Description of Soil Nature of Repairs or Alterations(Answer when applicable) Date last inspected: 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 issue thi f alth. Signed Date Application Approved y Date 1 Application Disapproved for the following reasons Permit No. Y Date Issued s �.b:ifi,s•�_�! $ •%�',�'K ..`' , w 4.. .Ai.. .. r .,.. i. � .. ,F , � �.r1 V J' yr�-• �. ... . No. / G A ' Fee V �r THE COMMOkWEI OF MASSACHUSETTS Entered in computer: Yes PUBLIC HEALTH DIVISION'-TOWN OF BARNSTABLE, MASSACHUSETTS 01ppYication for ;Digpozal 6pgtem Construction Permit Application for a Permit to Construct( )Repair(V�Upgrade( )Abandon( ) T Complete System ❑Individual Components Location Address or Lot No. Owner's Name,Address and el.No Assessor's Map/Parcel,' l , Installer's Name,Address,and Tel.No. Designer's Name,Address and Tel.No. Type of Building: Dwelling No.of Bedrooms 3 Lot Size sq.ft. Garbage Grinder( � Other Type of Building Xje_6 �,° No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow gallons per day. Calculated daily flow 311 gallons. Plan Date ` -,? 4 y Number of sheets Revision Date Title rf��� S� cif l��r ,+✓/4 Pl' 7 Size of Septic Tank Type of S.A.S. Description of Soil 4. Nature of Repairs or Alterations(Answer when applicable) 2 */I'- L/��Iijlr Date last inspected: ,1 Agreement: ' The undersigned agrees to ensure?the construction and maintenance of the afore describedon-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 y this - Qlkalth. Signed - Date ' Application Approved y ' � Date Application Disapproved for the following reasons Permit No. Date Issued THE COMMONWEALTH OF MASSACHUSETTS -3 QS� BARNSTABLE, MASSACHUSETTS Certificate of Compliance THIS IS TO CERTIFY, that the On-site Sewage Disposal System Constructed( )Repaired ( )Upgraded Abandoned( )by ZI/ at 6/ has been constructed in accordance with the provisions of Title 5 and the for Disposal System Construction Permit N datedd p , -'f Installer Designer The issuance of this permit shall not be construed as a guarantee that the system ill function as designed. Date Inspector No.'��---c�� — — w_— ----------------———`O—— Fee �_ THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION - BARNSTABLE, MASSACHUSETTS Xigpogar *pgtem Construction Permit Permission is hereby granted to Construct( )Repair(/ )Upgrade(LI)Abandon( ) System located at 7 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: Construction must be completed within three years of the date of this a it. Date: Approved v , 746SEPTIC PROFILI-' TEST HOLE LOGS (NOOTTTO SGLE) 12 T.O.F. AT EL ----- — -= --.---_.._.-__— - ACCESS COVER TO WITHIN Ir OF FIN. GRADE L ACCESS COVER (WATERTIGHT) TO ENGINEER: ✓A F� WITHIN � OF FIN. CRAOE r4l' / MINIMUM .75' OF COVER OVER PRECAST 2% SLOPE REQUIRED OVER SYSTEM 4t K WITNESS: � 4' -- __.._ ..._ 4 RUN PIPE t_EVFt 3 ' �h�i��, Jr ..w (De_) FOR F,Ps, ; ``1y DATE: '41 o o i 1 ( PROPOSED I Sd0 P I GALLON sy_L�nc FERC. ,� RATE _ __ t N j' 1 �1t5 r TANK (H ) ` �S _ •- CLASS _ SOILS P SLOPE) CRUSHED STONE OR MECHANICAL DEPTH OF FLOW cOMPACTION. (15.221 (21) Fite-1 ( I vJ f(r jd ( TEE SIZES: _ (1R SLOPE) (�X St OPE) �C vt0/r. I l 1, L,5A/• � INLET DE OF cr 41 p 41 S ,�I ` ' PTH - I'� M� OUTLET DEPTH - ;<< `' `,4 '� LOCATION MAP 4LuN.b£R T° h`ts�(cv1 R����� �v 4ok�- '�ly _ 1 .3— �• Y� '��,, V�->R t F`( F e•�s.�ci+art L ~I ►�'O �� ASSESSORS MAP 3 PARCEL �— ('RtoQ -To CaNSZ'. LEACHING I � '� � t,.• � ' FOUNDATION-- 1" -- SEPTIC TANK -- - - '�Z - - D• R 0 x (o - - 'i -S '`t�- '51. . P FACILITY Z4-- --- --- FLOOD ZONE G Lt Gt ►A.*6 o�� '�� BUILDING ZONE: N �A, T-- ►-1oT� /av'a- �o►1Jt��rLt o �' �-7 1 `�`r /'J 3ii,v SETBACKS: FRONT - 1�O H•P•{G 'C'lib� Ta✓ Lr y' M (.io - - - - - t SIDE — a5 Y,4-cyaj � -7 ------ - _, ;' '� PLAN REFERENCE; t� Ri o %' .�� 4 NQTE -'i Cam'Nit, s,'' ✓� st 1. DATUM IS �•� - a "Z�,�ME�� t ram►-1,.J � �J ►� r rc 57 t r 1 ER (S Y �-� �� _ { SEPTIC 0,1i,.�1, 2. MUNICIPAL WATER 1 1 \ DESIGN: (GARBAGE DISPOSER IS � ) 3. MINIMUM PIPE PITCH TO BE 1/g' PER FOOT. • b - -�y, ! DES►GN FLOW'. 3_ BEDROOMS (1�7 GPD) _ _'_�" GPD O t I l \ }� - 4. DESIGN LOADING FOR ALL PRECAST UNITS TO BE AASHO-H�... 1!, ---� USE A �'' GPD DESIGN FLOW 5, PIPE JOINTS TO BE MADE WATERTIGHT. _ _ '�_p GPD ( _ = ��° GALLONS 6. CONSTRUCTION DETAILS TO BE IN ACCORDANCE WITH MASS. � 0-` --- \ SEPTIC TANK: %` ) tS oQ GALLON SEPTIC TANK ENVIRONMENTAL CODE 1TTLE V. USF A 7. THIS PLAN IS FOR PROPOSED WORK ONLY AND NOT TO BE O LEACHING:- USED FOR LOT LINE STAKING. 8. PIPE FOR SEPTIC SYSTEM TO SCH. 40-- C PVC. e ROTTOV:-_ o - ---- '" - 333 GPD - (----) ---- 9. COMPONENTS NOT TO BE BACKFILLED OR CONCEALED WITHOUT 4 S.F. 3! ''a Gpp INSPECTION BY BOARD OF HEALTH AND PERMISSION OBTAINED FROM BOARD OF HEALTH. r1Jt+/ 10. EXISTING CESSPOOLS TO BE PUMPED AND FILLED WITH CLEAN � �-r--�-'-- SAND OR REMOVED AS NECESSARY. i! SITE AND SEWAGE PLAN OF 4, I?4.(+iKiY��%✓i +, ►, jL i _ /}t L{ t M'� C �-i G ") 1 l e c rN THE TOWN OF. 9owRn or HaA>i.'r� Z,.�M r >!1 C•' 1 �P '���°�e..,�t, 4, PREPARED FOR: try a y�at�-r.l , 6-I t 1+� APPROVED DATE - ' MA � p too Fwt 4 y 1V q SCALE: _.�...._._� DATE: w`It" down cape en gin aeying, inc. AM*N. CIVIL ENGINEERS a ni LAND SURVEYORS PHONE 508--362-4541 FAX 508-362-9860 fU8 a - o >c3 2- >a39 main st. yarmvuh, ma BJAL�l. ., P.L.S. DA?'�' • t �0610000";llow a SEPTIC PROFILE TEST HOLE LOGS T.O.F. AT EL _.v _.. - -- -- ----------(NM TO TO sc&r) ACCESS COVER TO WTTHIN Ir OF FIN. GRADE ACCESS COVER (WATFFMGHn TO ENGINEER: • ¢VA �. WITHIN 6' OF FIN. GRM.E <}��/ MINIMUM ,75' OF COVER OVER PRECAST Z!c SLOPE REQUIRED OVER SYSTEM 4t W-$ WITNESS: a4if_'E4cx' * ! _ RUN PIPE LEVFI. " �h j 4l (Da___> FOR FIRST a' i - DATE: I PROPOSED t 500 -.- .-- ___ __.._ w �' v F'e"P GALLON SEPTIC Jam- PERC RATE ki. TANK (HAg-) bws rs, _ ?-e 3 4v.�✓3 - CLASS SOILS P# �t^JC SLOPE) , �' CRUSHED STONE OR MECHANICAL 7/.4 _ y 1 It DEPTH OF FLOW - A{ COMPACTION. (15.221 (21) ---1 ` OOr y ti- ti,}I•h fJ'(ti r. F•H'(' � (� (?"� TEE SIZES: (1% SLOPE) St OPF) N/✓� _ tICr �t o � 4t $ f. 6Q A-1 40 , INLET DEPTH - of A A tA&-# OUTLET DEPTH - ` o t v J►J Ot L �tP i h"L— • 4.�. LOCATION MAP vl.v wlbE R. T I o �� Y° ►� Qt�t.AvG Y - --- — I �- t• Yee -W-.- VaF l lC%( F C ASA%iLR (i y t•Ee►.� Nor] - ----Q g 1- ASSESSORS MAP ��� PARCEL PQtaQ -ro C•aN5T. LEACHING FOUNDATION— <<^ SEPTIC TANK - -- - ^v - - N' FOX - -a FACILITY - f6 o 1,4 S Ilk-4- `/.. 3Q.5 f_OOD ZONE LI Gt "''''•'��f-".'C6 BUILDING ZONE: t. k� .,t� tea•-�+d �T� �vt► Lol�)tTa�l v �' p ` z,s c.�`,� '�1..v SETBACKS: FRONT r I-, sac Oio-vof i<< 4+Ua "^ v �.. ` e SIDE - +, 17.s 5f, S.S� REAR I.lv A03,�hf�f�1-I1 JhEiJ � `�?� o L� G ,,5, ,..1 bh TV� h I7 A r i.o,� G °tom zt 'ter I� S PLAN REFERENCE: 610 LP1�1 I k (' �1 s 1. DATUM IS Mg',Q, ,k� o, ►2 M-� `� 'z r - . UNICIPAL WATER IS SE_-TIC DESIGN: (GARBAGE DISPOSER ►S 2 aV>���� ) � 3. MINIMUM PIPE Pn* TO BE 1/Ir PER FWT. DESIGN FLOW: 3 B ,,�EDROOMS (11Q GPD) 0 GPD 4. DESIGN LOADING FOR ALL PRECAST UNffS TO BE AASHO-H _ USE A GPD DESIGN FLOW 5. PIPE JOINTS TO BE MADE WATERT'0T. - - - _- - - SEPTIC TANKK 3 : ;o GPO (_y) �loo GALLONS 6. CONSTRUCTION DETAILS TO BE IN ACCORDANCE WITH MASS. ►� oo GALLON SEPTIC TANK ENVIRONMENTAL CODE TITLE V. USF A f 7. THIS PLAN IS FOR PROPOSED WORK ONLY AND NOT TO BE LEACHING: USED FOR LOT LINE STAKING. 8. PIPE FOR SEPTIC SYSTEM TO SCH. 40-e PVC. BOTTOM:-- '`_� ( `�) _ " GPD 9. COMPONENTS NOT TO BE BACKFlLLED OR CONCEALED WITHOUT A. _ TOTAL: 4Sa S.F, 3�?na_ GPO INSPECTION BY BOARD OF HEALTH AND PERNSSION OBTAINED t �F -- f I / tt FROM BOARD OF HEALTH jktr _-j"_ frc.t.-r;'6_j;_ '`'1b•�1_C')�4r,�ir�trtvt���-�► ��� �t�u �i' hSv�la✓ 10. EXISTING CESSPOOLS TO 8E PUMPED AND FILLED WITH CLEAN Pf SAND OR REMOVED AS NECESSARY. �•rlbcGh 1 / 41 �I l SITE AND SEWAGE PLAN OF 1 _ E --- fit; _,;�,�-w1` r. w►Tw��-, f4► c�.,h� l�cts►-�?� 01' lye �v IN THE TOWN OF: BOARD OF FMALTR PRLPPARED FOR: / ,l •V ( 1�. + �. ✓ +p ► �' APPROVED DATE MA ? 0 (00 F" }� V1a,�lM,:M 1'Gb0itPSt.6� �pr,A ��t�t-It.�. ►t , SC=: DATE: A pgA V ,-I Illi-ft To r�I� o F 15a-A *��r(►-h>.� �a��►o�i A,00�`-, G � � �w a` ► �. , ,�►�� ( /,It`.p.,�.�.,c,.� p¢ I$ ' 44,4-Igo ft,Y) down cape engineering, inc. AI K . - CIVIL ENGINEERS c°' ", LAND SURVEYORS PHONE SM-362-4541 a , ` FAX 508-362-9880 ` �T JOB# 939 main st. yarmouth, ma .* P.L.S. AAra ,