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0016 CODDINGTON ROAD - Health
16 CODDINGTON RD. CENTERVILLE A = 206 095 . k r I� Sm'. a ® 3 y� UPC 12534 • HASTINGS, UN DATE : -10 ?8103___ PROPERTY ADDRESS : _ 16- Coddinyton Road---- Centerville - - - - - --- - --------------- Mass - - - - - ------------------- On the above date, I inspected the septic system-?at the above address. Tnis system consists of the loll•owing: ?�r 1- 1500 ga. eon .6e/2t is .tank.1-.�eaW ieid. 25 'X32'X. 75 1' 3. 1- 1000 gaiion 12um12 chamke2. 6aseo on my inspection, I certify the Iollowing conditions: 1 3 2003 4, 7h.i,3 1,3 a t.it.�e dive .se/2t.ic 16y,stem. (9 5 Code) TOWN OFQARNSI"A6LE �t. 5. The ae/2ti.c 6yztem "iz in /z2o/2e2 wozk.iny o/tde2 [NOVHEALTHDEPT. at the /2Zezent time- 6. See zev"ized 12.ean 2122101 SIG NATUR r,� ame ' P . -Ma comber_Jr ._ __ _ _ MAP o m p a n y j 4�t p r _p__ M.�S 4 m t d_ son, T n c , PAK& ��--��----� EAT - � oore5s : @Q�i _��. ----- - ------ Lr—_ Ja - _Q.Z..6 3 2- 0 0 6 6 ^one 508 . 775 . 3338 Tnis CERTIFICATION DOES NOT CONSTITUTE A GUARANTY OR WARRANTY JOSEPH P. MAlOMBER & SON, INC, Tanks•Cesspools•Leachllelds Pumped & Installed Town Sewer Connections P 0 sox 66 ccnlerviIIe, MA 0263? 0066 775.3338 775.6412 COMMONWEALTH OF MASSACHUSETTS r EXECUTIVE OFFICE OF ENVIRONMENTAL AFFAIRS DEPARTMENT OF ENVIRONMENTAL PROTECTION TITLE 5 OFFICIAL INSPECTION FORM-NOT FOR.VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM FORM PART A CERTIFICATION Property Address:1 6 Coddinaton Road C'ente-ryi 1 1 P Owner's Name: wi 1 1 i am F.arrle,s® Owner's Address: same Date of Inspection: 1 0/2 8/0 3 Name of Inspector: (please print)J.P. Macomber Jr Company Name:Joseph P. Macomber & Son Inc Mailing Address: Box 66 Cent-ervi 1 1 P Telephone Number:5 0 R_7 7 5_'1'13 g CERTIFICATION STATEMENT I certify that 1 have personally inspected the sewage disposal system at this address and that the information reported below is true,accurate and complete as of the time of the inspection.The inspection was performed_based on my training and experience in the proper function and maintenance of on site sewage disposal systems. 1 am a DEP approved system Inspector pursuant to Section 15.340 of Title 5(310 CMR 15.000). The system: Passes Conditionally Passes Needs Further.Evaluation by the Local Approving Authority dF ils Inspector's Signature: 4 Date: The system inspector sha ubmit a copy of this inspection report to the Approving Authority(Board of Health or DEP)within 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 DEP.The original should be sent to the system owner and copies sent to the buyer, if applicable, and the approving authority. Notes and Comments ****This report only describes conditions at the time of inspection and under the conditions of use at that time.This inspection does not address-how the system will perform in the future under the same or different conditions of use. Title 5 Inspection Form 6/15/2000 page I Page 2 of 11 OFFICIAL INSPECTION FORM—NOT-FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART A CERTIFICATION (continued) Property Address: 1 6Coddington Road Centerville Owner:Wi 1 1 i am Parl Py Date of Inspection: 1 n/ g 14 3 Inspe wary: Check A,B,C,D or E/ALWA complete all of Section D A. em Passes: I have not found any information which indicates that any of the failure criteria described in 3 10 CMR 15.303 or in 310 CMR 15.304 exist. Any failure criteria not evaluated are indicated below. Comments: _ The aseptic zyh.tem ih in .R2ope2 wo/zk.ing o/tde2 a.t .t h /R 2 4 -n ;i B. System Conditionally Passes: One or more system components as described in the"Conditional Pass"section need to be replaced or repaired.The system, upon completion of the replacement or repair,as approved by the Board of Health,will pass. Answer yes,no or not determined (Y,N,ND) in the__for the following statements. If"not determined"please explain. 000 The septic tank is meta] and over 20 years old'* or the septic tank(whether metal or not) is structurally unsound, exhibits substantial infiltration or exfiltration or tank failure is imminent. System will pass inspection if the existing tank is replaced with a complying septic tank as approved by the Board of Health. 'A metal septic tank will pass inspection if it is structurally sound,not leaking and if a Certificate of Compliance indicating that the tank is less than 20 years old is available. ND explain: 4Observation of sewage backup or break out or high static water level in the distribution box due to broken or obstructed pipe(s)or due to a broken, settled or uneven distribution box. System will pass inspection if(with approval of Board of Health): broken pipe(s)are replaced obstruction is removed distribution box is leveled or replaced ND explain: The system required pumping more than 4 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 ND explain: 2 ragr.� 01 I I ' OFFICIAL INSPECTION FORM - NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART-A CERTIFICATION(continued) Property Address: 16 Coddington Road CentArvi ] 1 P Owner: Wi 1 1 i am farley Date of Inspection: 1 0/28/03 C. Further Evaluation is Required by the Board of Health: 4 Conditions exist which require further evaluation by the Board of Health in order to determine if the system is failing to protect public health, safety or the envirorunent, I. System will pass unless Board of Health determines in accordance with 310 CMR 15.303(1)(b) that the system is not functioning in a manner which wlll protect public health,safety and the environment: AD Cesspool or privy is within 50 feet of a surface water Cesspool or privy is within 50 feet of bordering vegetated wetland or a salt marsh 2. System will fail unless the Board of Health(and Public Water Supplier, if any) determines that the system is functioning in a manner that protects the public health, safety and environment: � The system has a septic tank and soil absorption system (SAS) and the SAS is within 100 feet of a surface water supply or rrib.utary to a surface water supply. /0 The system has a septic tank and SAS and the SAS is within a Zone 1 of a public water supply. a The system has a septic tank and SAS and the SAS is within 50 feet of a private water supply well. �Ut? The system has a septic tank and SAS and the SAS is less than 100 feet but 50 feet or more frorn a prNate water supply well". Method used to determine distance/ 'This system passes if the well water analysis, performed at a DEP certified laboratory, for coliform bacteria and volatile organic compounds indicates that the well is &ee from pollution from that facility and the presence of ammonia nitrogen and nitrate nitrogen is equal to or less than 5 ppm, provided that no other failure criteria are triggered. A copy of the analysis must be attached to this form. 3. Other: 3 Page 4 of I I OFFICLkL, INSPECTION FORM — NOT.FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART A ' CERTIFICATION(continued) Property Address: 16 Coddinctton Road Centerville Owner: William Farley �.,. Date of Inspection: 10/28/03 D. System Failure Criteria applicable to all systems: You must indicate "yes"or"no"to each of the following for all inspections: Yes No /Backup of sewage into facility or system component due to overloaded or clogged SAS or cesspool — Discharge or ponding of effluent to the surface of the ground or surface waters due to an overloaded or clogged SAS or cesspool _fd(J� tatic liquid level in the distribution box above outlet invert due to an overloaded or clogged SAS or cesspool Ab" _ Viquid depth in s less than 6"below invert or available volume is less than ''A.day flow equired pumping more than 4 times in the last year NOT due to clogged or obstructed pipe(s).Number /of times pumped Q. y portion of the SAS, cesspool or privy is below high ground water elevation. Any portion of cesspool or privy is within 100 feet of a surface water supply or tributary to a surface ^ater supply. G— arty portion of a cesspool or privy is within a Zone 1 of a public well. /L s�rty portion of a cesspool or privy is within 50 feet of a private water supply 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, (This system passes if the well water analysis, performed at a DEP certified laboratory, for coliform bacteria and volatile organic compounds indicates that the well is free from pollution from that facility and the presence of ammonia nitrogen and nitrate nitrogen is equal to or less than 5 ppm, provided that no other failure criteria are triggered. A copy of the analysis must be attached to this form.) (Yes/No)The system fails. I have determined that one or more of the above failure criteria exist as described in 310 CMR 15.303. therefore the system fails. The system owner should contact the Board of Health to determine what will be necessary to correct the failure. E. Large Systems: To be considered a large system the system must serve a facility with a design flow of 10,000 gpd to 15,000 gpd. You must indicate either"yes"or"no"to each of the following: (The following criteria apply to large systems in addition to the criteria above) yes no _ the system is within 400 feet of a surface drinking water supply the system is within 200 feet of a tributary to a surface drinking water supply the system is located in a nitrogen sensitive area(Interim Wellhead Protection Area— IWPA)or a mapped Zone 11 of a public water supply well If you have answered "yes"to any question in Section E the system is considered a significant threat, or answered "yes" in Section D above the large system has failed. The owner or operator of any large system considered a significant threat under Section E or failed under Section D shall upgrade the system in accordance with 310 CMR 15.304. The system owner should contact the appropriate regional office of the Department. 4 Page 5 of 11 OFFICIAL INSPECTION FORM-NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL. SYSTEM INSPECTION FORM PART B CHECKLIST Property Address: 16 Coddi ncit-an Rnad Centerville OwnerMilliam Farley Date of Inspection: 10 2 8/0 3 Check if the following have been done. You must indicate"yes"or"no"as to each.of the..follow.in : Yes No Pumping information was provided by the owner, occupant, or Board of Health iV Were any of the system components pumped out in the previous two weeks? — Has the system received normal flows in the previous two week period? VHave large volumes of water been introduced to the system recently or as part of this inspection? — Were as built plans of the system obtained and examined?(If they were not available-note as N/A) Was the facility or dwelling inspected for signs of sewage back up? Was the site inspected for signs of break out t _ Were all system components,-Acluding the SAS, located on site? /"I'll Were the septic tank manholes uncovered,opened,and the interior of the tank inspected for the condition of the baffles or tees, material of construction,dimensions, depth of liquid,depth of sludge and depth of scum? Was the facility owner(and occupants if different from owner)provided with information on the proper maintenance of subsurface sewage disposal systems? The size and location of the Soil Absorption System (SAS)on the site has been determined based on: Yes no B Existing information. For example,a plan at the Board of Health. Determined in the field(if any of the failure criteria related to Part C is at issue approximation of distance is unacceptable) (310 CMR 15.302(3)(b)] 5 Page 6 of I I OFFICIAL INSPECTION FORM — NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART C SYSTEM INFORMATION Property Address:1 Road Centerville OwoerVii lliam Far y Date of Inspection: 1 9/28/03 FLOW CONDITIONS RESIDENTLAL Number of bedrooms (dcsip): j@;-- Number of bedrooms (actual): DESIGN now bued on 3 10 CMR 15.203 (for example: 110 gpd x it of bedrooms):96 61� Numbcr of curTcnt residents: 4 Does residence have a garbage grinder (yes or no): �� Is laundry on a separate sewage system (yes or no):.CP,,(if yes separate inspection required) Laundry system inspected (yes or no): Seasonal use: (yes or no): , 200�- 33 000 c��Pona=364. 39 /�[7 Water meter readings, if available (last 2 years usage (g�pd)). 9 Sump pump(yes or no): — ga .Pon.6_358. 91=qPD Lut date of occupancyA� COMM ERCLALANDUSTRIAL Type of establishment: Z)// Design now(based on 310 CMR 15.203): _�� d Basis of design now (seats/penons/sgft,etc,): Grease Tip present(yes or no):,4/4 Industrial waste holding tank present (yes or no):,V1A Non•smitary waste discharged to the Title 5 system (yes or no): ) Water meter readings, if available: Last date of occupancy/use; x,,?,4 OTHER (describe): GENERAL INFORMATION Pum'pinE Records Source of information: 812100 Was system pumped as pan of the inspection (yes or no): _0 If yes, Yolume pumped: 0allons •• How was quanury pumped determined? Rcason (or pumping: ;TYgE OF SYSTEM Scptic tank, , soil absorption system 'f:LD Single cesspool of)DOycrnow cesspool 425 P ri Yy ;fl4D Shared system (yes or no)(if yes, attach previous inspection records, if any) �Innovativc/Altemvive technology. Attach a copy of the current operation and maintenance contract (to be obtained from system owner) �LZsTight tartk Z"Artscb a copy of the DEP approval �I Other(describe): �!? A—p Ximatc age of all compon n , date installed (if known) and source of information: Were sewage odors detected when arriving at the site (yes or no): 6 Page 7 of I I OFFICIAL INSPECTION FORM—NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART C SYSTEM INFORMATION (continued) Property Address: 16 Coddingr"o`oad Cpntp vi l 1 a Owner: wi 1 i am Farl ray Date of Inspection: 16/2 A/n-1 BUILDING SEWER.(locate on site plan) Depth below grade, Materials or construction: cast Iron �0 PVC_&t2othcr(explain): Distance from private water supply well or suction line: d'l- Comtncnts(on condition of joints, venting, evidence of leakage, tic.): jo.int'6 aa2ea2 t.ioh.t_. No Z))Jr/onrq n�,.044_•Ta 44 uented thzough .the 200/ vein '3 anti the 0-Vent. See plan. SEPTIC TANK: Y (locate on site plan) Depth below grade: Materiail of construction: concreteA)-4 metal t�fiberglass polyethylene / kothcr(cxplain) If tank is metal list age. Is age confirmed by a Certificate of Compliance(yes or no);!/±(attach a copy of certificate) _ /J Dimensions: fLf �le'e �rl'v S I u d g c dcpth��.t. Distance from top of sludge to bottom of outlet tee or baffle: - Scum thickness: t-- Distance from top of scum to top of outlet tee or baffle: Distancc from bottom of scrim to bottom of outlet tee baffle: How were dimensions determined: Comments(on pumping recommendations, inlet and outlet tee or baffle condition, srructural integrity,liquid levels as related to outlet invert, evidence of.leakage, etc,) _milPof foot nno in raQ'2Q .h Tf70 fnnk � ,t' .c fn111 11Zriee� );Qd r Qd .6how-6 no evidence o� eeakage. Li.gu.ic�; e �,Q a-i- the out et .inve2.t .i.a 5 7" GREASE TRARga(locate on site.plaN Depth below grade: f)h Material of construction:)�concretc,&metal 4fiberglass glpolycthylene�/,4 other (explain): Dimensions: Scum thickness: Distance from top of scum to top of outlet(et or baffle; _ Distance from bottom of scum to bottom of outlet tee or baffle: Pitt of last pumping: Comments(on pumping recommendations, Inlet and outlet tee or baffle condition, structwal integrity, liquid levels as related to outlet invert, evidence of leakage, etc,): OraAo fnrj n ; A 6y4 ���5� . 7 Page 8 of 11 OFFICIAL INSPECTION FORM —NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART C SYSTEM INFORMATION(continued) Property Address:1 6 Coddington Road ('enteryillp Owner: William Farley Date of Inspection: 1 o.1 2 R/n TIGHT or HOLDING TAN as (tank must be pumped at time of inspection)(locate on site plan) Depth below grade: Material of construction: concrete d-metal 4LA fiberglass, polyethylene,60 other(explain): Dimensions: Capacity: gallons Design Flow: gallons/day Alarm present(yes or no): Alarm level:04 Alarm in working order(yes or no):'00� Date of last pumping: 1014 Comments(condition of alarm and float switches, etc.): 7.icrht o2 hoidin.q .tank,3 ate no /zee/3en . DISTRIBUTION BOXrf1 (if present must be opened)(locate on site plan) Depth of liquid level above outlet invert: 166� Comments(note if box is level and distribution to outlets equal, any evidence of solids carryover, any evidence of leakage into or out of box, etc.): -4 is4Q-! ia-1'4 i9-Q aeK 64 n0-4 0996eat PUMP CHAMBER: (locate on site plan) Pumps in working order(yes or no): Alarms in working order(yes or no): Comments(note condition of pump chamber, condition of pumps and appurtenances, etc.): Pum12 eham&e2 .i,5 ztnue.tu2aiiy zound and zhowz no evidence o/ .Peakage. Fi/zed 12um12 gy hand. Aii eiec.tn.icai and /2um/2 ate in /?2o/2e2 wo2k.ing o zde2 at the /22eeen.t time, 8 Page 9 of I I OFFICIAL INSPECTION FORM —NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART C SYSTEM INFORMATION (continued) Property Address:1 6 Coddi gnt-on Road Centerville Owner: Wi 1 1 i am Parl Pv Date of Inspection: 1 n.128.1 p- SOIL ABSORPTION SYSTEM (SAS): (locate on site plan, excavation not required) 'X32' Leaching,,.e.Pd.. 744 Suuane /ee.t. 550. 5 qPD If SAS not located explain why: Type leaching pits, number: f 410 leaching chambers, number: leaching galleries, number: C� AV leaching trenches,number, length: leaching fields, number, dimensions: 11)6 overflow cesspool, number: 6 ,��—�� ,r innovative/alternative system Type/name of technology:/'/ -'`J"o Comments(note condition of soil, signs of hydraulic failure, level of ponding, damp soil, condition of vegetation, etc.): .foamy .6and— sandy .foam—coax.,3e 6and .to peat-ioamu coa2ze zand- ate d2y. Vegetation 1.6 no2ma.e. CESSPOOL(cesspool must be pumped as part of inspection)(locate on site plan) Number and configuration: Depth—top of liquid to inlet invert: Depth of solids layer: t Depth of scum laver: Dimensions of cesspool: Materials of construction: Indication of groundwater inflow(yes or no): Comments(note condition of soil, signs of hydraulic failure, level of ponding, condition of vegetation, etc.): gbbap00_PA aao nat na¢APnf PRIVY,e&S (locate on site plan) Materials of construction: Dimensions Depth of solids: AW Comments (note condition of soil, signs of hydraulic failure, level of ponding, condition of vegetation, etc.): ')n.i»y a.s n-ol Pnv_.tnn#_ 9 Page 10 of I I OFFICIAL INSPECTION FORM _ NOT FOR VOLUNTARY ASSESSMENTS .,SYBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART C SYSTEM INFORMATION (continued) PIloperry Address:1 6 Coddinaton Road Cpnfprvi 1 1 P ' Owner:William Farley Date of Inspections 1 0128/03 SKETCH OF SEWA-GE DISPOSAL SYSTEM Provide a sketch of the sewage disposal system including ties to at least-two permanent reference landmarks or benchmarks. Locate all wells within 100 fret. Locate where public water supply enters the building. , __�—• — �,� � 'i'� .mot;—•�>i I S Car by o•6► b.v I.. ';,�', �� \ 'I y p I <;1 r ro h � O 'p < m` n n LA-" 7.eCVC v 0 \� o .: t L9WV is v:D—r e.r,y arc A, 10 . I (/1 1 D Jo T r 1 ,mac vri ra iv it A1^1 172 A 1AM G K/a'v4' \\p zi IA -41 � d ,N4 �IVVAM �� ��� FLFV14T'lO,Aj oFF.SF_ T T'I,ES Pr- rQ F'u A D 2 4.8 F© 24.,r A. 3 4. 4 F C 30.9 J*XPr1C /A/ 4;70 r4 a 37v FD 21. 3 /a F .42,0 F,E 34,4 MP: S.A,S F N 38./ A'6 49,E rR 38.3 A s 7S.2 NJ 44.2 i :r. LAYER OF III' To 11r 09 AMON HOU AsrED STOW vw ®�.y� YV�M - ut CON 49 r4r Wa D TI ON ;As = TOP VIEW �a who comm BLE WATm TALE aj:Y. i.E (a /2-f/,77) Ea�+v. VA OF TEV NME )N S'. . �/cyca /f* CU. FT./CY= CHM VALVE FT. .• ._;�,,,f""cu. FT. Aga DMOONWCT U. F. ./cu. ./is c u rT./rT) - _ . FT. iu NM s poo- 43 (Ft CAPAcrry M.�►x:� P ry P(JM P 4C Nag 9 IC. H e A a oa EQUAL. I Air CROSS—SECTION s� PUMP CHAMBER C7 K i R.RL 33 .. MIS .. ,. •. ,. �y �T � - s 'NCH i� � �• ,,. �.. '� . . � AR r Sol , Its df ® M Ar rAW rALAA PC not- �'►iit�t it r w r ..+ ✓t: t � f r rr -a 40 i�fl I �fIW� 4/4 LEGEND: DESON. CALCULAMO S ow" smyr ow son Pau 0. V�t� 9oo WAM Now, EN . k' 14 ' . so Ou AV •+� � xv +J $ Oorlow 1 NOTES. , TrU 5 Am iw Ym or jlvw*kw i Am Oi smix i Alm * tf1 ARY S SWL K W0i 1T TO FVNSHM WOK I ALL of JW WWf*Xy sy1ft %WALL K WAKE E OF ""MAN" It 4, ANY WAM"Y Ubt'tS UM 10' FRS TO MADE SHM ar M1tATAMftAM Page I I of I I OFFICIAL INSPECTION FORM — NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART C I SYSTEM INFORMATION (continued) Property Address: 1 F C c)d(ii ngton Road Centerville Owoer:William Farley Date of Iospecdoo: 1 0/28/03 SITE EXAM Slope Surface water Check cellar Shallow wells v Estimated depth to g7ound water feet Please indicate (check)all methods used to determine the high ground water elevation: brained from system design plans on record • If checked, date of design plan reviewed:i��, Observed site (abutting property/observation hole with' )SO feel of SAS) Checked with local Board of Health-explain: — Checked with local excavators, instal ers• (anac documen uon) Accessed USGS database•explain: /1' 1�2"W! c You must describe how you established the hi h r and r wate elevation: Ll�ecl: Gah,,zety S 17i-Peea Nodeg. 1211G�/�' G2ound wa.te2 eteva.tion-6 agove .6ea.. Qeve-e. [/zed: (ZS une 1992 ,6ed: JJS .gin 92-000- 1 %-Pa e anua 2anye . wa.te2 e-e vat cony. anua2y �b Leachingmay! 0 :cc( Groundwalcr:5 Feet Below Bottom of Pit High Groundwater Adjustment 1.8 ft per Frimpter Method Therefore, the vertical separation distance between the bosom of the leaching pit and the adjusted groundwater table is j feet. 11 r-r T-t1F:T..'l+l:"f .s-.T+�.Y'[r.T.t':•.T�'rpt1:•.TTC�i1Tl'LT1.6:T'f'tT:Tt_T.TT. .. .TTTTT�TT..-. -�.. `••..ZT'I�rt .T TOWN OF BARNSTABI E WARD OF HEALTH SWISURFACE SFWAQE DISPOSAL SYSTEM INSHCTION FORM - PART D — CERTIFICATION -TYPE OR PRINT CLEARLY- PROPERTY INSPECTED STREET ADDRESS 16 Coddington Road Centerville ASSESSORS MAP , BLOCK AND PARCEL # 206-095 OWNER' s NAME William- Farley PART D - CCI?TIFICATION -r NAME OF INSPECTOR Joseph P. Macomber Jr COMPANY NAHE Joseph P. Macomber &1't6n Inc COMPANY ADDRESS Box 66 Centerville Mass 02632 Street Town or City Stat• Lip — COMPANY TELEPHONE ( 508 ) 775-3338 FAX ( 508 ) 790-1578 CERTIFICATION STATEMENT I certify that I have personally inspected the sewage disposal system nt this address and that the information reported is true , accurate , and omplete as of the time of - inspection , The inspection was performed and any recommendations regarding upgrade , maintenance , and repair are consistent with my training and experience in the proper function and maintenance of on- site sewage disposal systems . Chet one : System: PASSED R The inspection which I have conducted has not found any information which indicates that the system fails to adequately protect public health or, the environment as defined in 310 CMR 16 . 303 . Any failure criteria not evaluated are as stated in the FAILURE CRITERIA section of this form , System FAILED* \ The inspection which I have co 'acted has found that 'the system fails to Protect the public health and the environment in accordance with Title 5 , 3.10 CMR 15 , 303 , and as specifically noted on PART C - FAILURE CRITERIA of this inspection. form , Inspector Signat?. , Date ne copy of thisication must be provided to the OWNER, the BUYER ( where applicable ) And the DOARD OF HEALTH. * If the inspection FAILED , the owner or `operator shall upgra.de ' the eyetem within one year oP the dnte of the inspection , unless allowed or required otherwise as provided in 3.10 CHR 16 . 305 . partd . doc I CRAIG R. SHORT, P. E. 235 Great Western Road P.O. Box 1044 Telephone(508)398-8311 South Dennis, MA 02660 Fax (508)398-3063 PROFESSIONAL CIVIL ENGINEER, SOIL EVALUATOR, SEPTIC INSPECTOR SEPTIC SYSTEM DESIGNS, COASTAL&BUILDING DESIGNS February 28, 2001 Mr. Fred Stepanis Conservation Assistant Barnstable Conservation Commission � �, 367 Main Street 0 FD Hyannis,MA 02601 RE: 16 Coddington Road, Centerville, MA CRSPE File# 1-801 DEP#SE3-3206 Dear Mr. Stepanis: Enclosed herewith are pictures.of the existing conditions at the referenced site, along with the As-Built of the Septic System,with elevations. The proposed dry wells, for the down spouts,were replaced by stone leaching trenches. This was done since the house was lowered and the amount of filling reduced. This resulted in virtually no filling against the existing concrete wall. It was felt this would provide better filtration of the run off than putting dry wells in the ground water. The rear lawn area,by the deck,was eliminated and replaced with a stone cover,resulting in less fertilizing and maintenance. The pipe behind the garage was removed and the area was covered with 3/4"stone to provide a leaching area for run off There is a small dirt pile on the left side of the garage. It is to be used this spring for plantings. Since this is upland of the existing concrete wall,no erosion of this pile can reach the wetland resource. I believe this is in substantial compliance with the Order of Conditions with the above modifications mentioned. Therefore, this is to request a Certificate of Compliance from the Conservation Commission. Sincerely, , ,Cr�Rhort, P.E. cc: Barnstable Board of Health William Farley Robert Donaldson - CRSPE!File.#:1-$Ol. .- "A • rF r 0 �r � ny Z ilk • � � r � � � ,1 \�� OO \ \ r • r � � I � In I,' n�1 KM ' y do 9 M i Vj o .01 b � \t -b (? c ! L AwA/ 7-9 eAl r 1nT- y V L \ ;Zc\ F_LE v04Tl0t'I.S 01= s F_ T- r'r,E S P.r Pr- .� F'u D A D 2 6.8 FD 2�',S J" sF�P' ,- 70 A C 3 4. 4 F C 30,9 ,, t. our /4 D .37,o F D 29.3 1� P F— 42,0 Fg 34,-4 i 2 r.r tD T.A, s• 4, a 3 A M 43,6 FH �9,l A 67 49.0 F-a 382 s', s�, .S. 9.3 3 A s 7S.2 r`J L 6•� IA I 7i,4 FT 64,0 . � I -f Member ASIDE F"OH: WILLIAM FARLEY.. CRAIG R. SHORT, P.E. jOF Mqs P.O.BOX 1044 y CRAIG `r9r+y LO(:,US: I G CODDlNG TON ROAD J SOUTH DENNIS.MA 02660 SNORT •.`. TOWN: CENTRI2YlCL . Mr9SS, Professional Civil Engineer+Soil Evaluator CIVIL �, i ° Licensed Construction Supervisor+Septic Inspector No. 27483 (and.T►aln Collector In Spare Time) .o DATE I', it I- 9 a 3/l2/99 t f t, 90! Snpllc 6 Site+Pleas+Structures+House Designs D,r r�C e',E' �� Via' R fd 2122101 Office: 50n)398-8311 Fax:(508)398-3063 N! '• gip, lip, �.. S � t.r.,a,,,+•' ,:�, -`"w'Q���yw �+.qY!:�_-�jEtT;f� ,� - ,_. r r .., �s-•�,,.� . +i ' ✓��a .�� - - . --rau. -..sue = ... -... � -. - Gt+ ` "�,j. 'c'4-''�' emu. i ..T_• -�� y'4.nrst a__+_. f s ��1'kEn 114 � 4L . yS (� �� ,11. " Ir - �.x--n 2# '� �-'�4•'t��n`"r,�&,y'K'`'i�'^••�y ..y.�t-�,: y -� � a�3i4gSc��+�.r' a ^-y. .�'�, C. ;{ i,.Lr �''rt '!�y�t�1y�'�'/�',+ � �'� �ti y '•3 ��,./,. �` ���.t -�"�a1' s94..�t z ; �`s•77'•a:..� rt,k .�*4 � +i� s.r,-i '4'1-�' ti - 'C- a'Y1,r .f }. a) eS 's. `.`•[ 16 •1 1 1 • •1 1 • Co ddington Rd.use #2 -v '� ¢• +,vim:,a r may, y •ra r,�•'s' �. ,i Rouse Ho �_!i'/'� -S +_'�_C r T E- ••t i •L tt s a•• vL r,KrH 4 ' i{'' �.y�> 1�i„ {`s :` ��r+ jw 16 • L�. •r$' .�•-f �• _ - _Rv ,+]...F- .�Z�o >. �`•"'�ga�: `..�.;7'v�i:•�Y eb. s�`�d,ic (.�♦_.,.. _ .. .a�_...�:+�.�,.-Jr� ! � � f• w� � - � �Y jai� �v � �J Y •. �-ice '.; '� i }.t- , .,,,� s.,,�•j"� ` f asp = I 1 I , 1 +y , 1 •11 1 • •1 1 a✓� House ° IAP O A 3$�....M1+,�a:..syY.l6x..:i1 >I�•.-". ... �� �s ...w�. / - A it` �• • r't "'�L � 1 � �L Y' `•\` �f r � B III �. 4 ; 1 t rf 1. ♦e1 l\ � . \f f n. '•. �..��,i f�.•cv'�w��'.aY"` &\.a�•5� �l�'�e/3-�'`K' �b�i�`ts" �c. �y. '�` _^ _. _ "' , : � ' � �,. �pyrY�� paY,r S' t,,( ., �A 'i `�rs y 7i s L. • • "'-- t 7:r���.v� h},'�...'r��.+,''�i �4_•�y„1��`.n- ,y��y �1.�' .�1 �� a ." �l i`-�• _ R1.. d Om all It =�',.lk:� � � �` ��sjie-_>''iry,•W `rt F �,r.�3�' i �- t _ CC j s`J � r 1 �..�'46vt�a•?�s.'~y��•�* '�,�.�;�'+•r `` ^� .��- 5.. �i �.�„tw 'r°•y f..��_���s!.*� �� a�,[haflrl'f�s,4�: '^�.' AV #o'.� �!::"� a.��xt. '-r-� - 1• "a F WN ouse imp ag r —, cs.♦ o�v�lik� 1 i s R � � '•��'`�•e-e��a� R"`9 tl '� �e :;l n' i� r r�•1, 4 \ Jmt JS AM jp 10 L�p4y r - t Lt ' t -e•�• yr.'� 'A�v i7 i aj�. � f � v � r 7 1 d U01-SUIPPOD1 1 AII , _ r � s t per. e � , � �,�'�,�� - •7�` �,� �,� t�� �v�C `, � � '� „�� �«��•���� F� .; � � ���'. �ail } Fee /� THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: Yes PUBLIC HEALTH DIVISION -TOWN OF BARNSTABLE., MASSACHUSETTS 01ppfication for �igpogal *paem Construction Permit Application for a Permit to Construct( )Repair( )Upgrade( )Abandon( ) Complete System ❑Individual Components Location Address or Lot No. %G C oo1Q/�,� T� Owner's Name,Address and Tel.No. Assessor'sMap/Parcel C`�tiTsz ole, V1'11/14,111 6 - 0 Installer's Name,Address,and Tel.No. Designer's Name,Address and Tel.No. 13e0, Sind wI Lld"I/t 3�- �/ 4 35 Type of Building: Dwelling No.of Bedrooms Lot Size 010 sq. ft. Garbage Grinder(*4 Other Type of Building S F.4ko./y No. of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow gallons per day. Calculated daily flow gallons. Plan Date — Number of sheets Revision Date Title Size of Septic Tank I Se)D -----Type of S.A.S. Description of Soil So i l^� S 5 l 7`6n, a� Nature of Repairs or Alterations(Answer when applicable) SUPERVISE Date last inspected: INSTALIATION AND CERTIFY IN WR ITINU THE SYSTEM WAS DWAL LED IN STRICT Agreement: ACCORDANCE TO PLAN. 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 En 'ronmental Code and not to place the system in operation until a Certifi- cate of Compliance has been issue ar ealth. Signed Date Application Approved by i Date Application Disapproved for the following reasons Permit No. Date Issued - '� Fee f THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: Yes PUBLIC HEALTH DIVISION -TOWN OF BARNSTABLE., MASSACHUSETTS "+Fplitation for XDigpoml *pgtem Congtruction ernttt Application fora Permit to Construct( )Repair( )Upgrade( )Abandon( ) %Compk System ❑Individual Components Location Address or Lot No. f G oc�c�/t h Owner's Name,Address and ITel.No. " C�'HT••-c vi5//e 1�%7'i�-ri,4r�-► �i4lPL,�j/ Assessor's Map/Parcel Installer's Name,Address,and Tel.No. t Designer's Name,Address and Tel.No. ' SAn d Off S Type of Building: s _ -Dwelling No.of Bedroo� Lot Size � &0-0 sq.ft. Garbage Grinder(* Other-- Type of Bur4'd /P 6.4o,// No. of Persons Showers( ) Cafeteria( ) Other Fixtures---- -,- Design Flow S S0 gallons per day. Calculated daily flow gallons.° Plan Date 'd-7 9 f Number of sheets Revision Date Title Size of Septic Tank Type of S.A.S. i-3 Description of Soil` :xSo CJA S S �i tit T`r� of b 1� 4 s' Nature of Repairs or Alterations(Answer when applicable) Date last inspected: E -- Agreement: r 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 En 'ronmental Code and not to place the system in operation until a Certifi- cate of Compliance has been issue oar ealth. Signed Date Application Approved by Date� Application Disapproved for the following reasons Permit No. Date Issued THE COMMONWEALTH OF MASSACHUSETTS BARNSTABLE, MASSACHUSETTS Certificate of (Compliance THIS IS TO CER IFY, hat the On-site Sewage Disposal System Constructed ( )Repaired ( )Upgraded( ) Abandoned( )by 41 atAe f has been constructed in accordance with the provisions of Title 5 the for Disposal System Construction Permit N . dated -� Installer Designer The issuance of this permit shall not be construed as a guarantee that the system will function as designed. Date_ a,42 99 Inspector_ Q No. � � � _--- Fee ---- ThE-COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION - BARNSTABLE., MASSACHUSETTS xji5pogar *psstem Construction 3permit Permission is hereby granted to C�ttstruct( )Repair( pgrade don System located at �' G w 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 permit. �� Date: Approved by - h 1 1 No more than five (5) bedrooms total are authorized at this property. Dens, study rooms, library rooms, sleeping lofts, and similar type rooms are considered bedrooms according to DER The variance is granted because the existing cesspools are, in all probability, sitting in the groundwater located closer to the wetlands. Therefore, the proposed system may alleviate sources of pollution to the wetlands. I Sincerely yours, 1 UA-O-- Susan G. Ras , R.S. . Chairman Board of Health Town of Barnstable SGR/bcs 1 i. i i i i sho02 c � TOWN OF BARNSTABLE 'THE 7 OFFICE OF _ HSHa9T�BLE, BOARD OF HEALTH ' • 'moo rb 9• 367 MAIN STREET ' 0 waY k HYANNIS, MASS.02601 E? i December 4, 1997 } r Craig R. Short, P.E.; N Box 1044 South Dennis, MA 02660 �j 1 G Coddingtbn Road, Centerville Dear Mr. Short: You are granted avariance from Part VIII, Section 10.00, Section 1.13 the Board of Health minimum wetland setback regulation in order to install a replacement onsite sewage disposal system at 16 Coddington Road, Centerville. Tile variance allows you to install a soil absorption system 50 feet away from a wetland, in lieu of the 100 feet separation distance required. The variance is granted with the following conditions: (1) The applicant shall submit revised engineered plans showing the adjusted groundwater elevation at 4.0. The bottom of the soil absorption system shall be located at least five (5) feet vertical distance above the maximum adjusted groundwater table elevation. (2) The applicant shall submit a revised engineered plan showing the proposed pump design and specifications. (3) The septic system shall be constructed in strict accordance with the revised plans. (4) The designing engineer shall supervise construction of the system and shall certify in writing to the Board that the system was installed in strict accordance with the submitted plans. (5) The puml� alarm, and other appertanances of the mechanical dosing system shall be maintained on an annual basis. shorl2 CRAIG R. SHORT, P. E. 235 Great Western Road P.O. Box 1044 Telephone(508)398-8311 South Dennis, MA 02660 Fax (508)398-3063 lJ PROFESSIONAL CIVIL ENGINEER, SOIL EVALUATOR, SEPTIC INSPECTOR SEPTIC SYSTEM DESIGNS, COASTAL&BUILDING DESIGNS. June 29, 2000 Robert Gatewood, Administrator Barnstable Conservation Commission 367 Main Street Hyannis,MA 02601 RE: 16 Coddington Road, Centerville, MA William&Christina Farley DEP#SE3-3206 My File#1-801 Dear Rob; This is to request a Certificate.of Compliance for the referenced site. Enclosed herewith is the As-Built of the Septic System, Buildings and Decks. Also enclosed are photographs of the construction process as well as the finished site as of June 15,2000. If you have any questions or comments,. ase contact me. Sincerely, �tN Mq�, i 'rRAIG t SHORT , CIVIL Coll =R. s , E. .o No. 27as3 9FCIST ER�� Enc. FSSrGNAt �NG� CC: Barnstable Board of Health William&Christina Farley Robert Donaldson My File .i jo 0 < ;3 p <1 . rn� 2. t4 rn Zd a� A < r Q v r y o f 1- :s F_ T- T-i E 3 A p 2 G.8 F13 24.s` 4 c 34. 4 FC 30.9 /4 D 37,o FD 29,3 A F_ 42,o )=X 34,4 A H a 3,b F H A. g 4.9,0 F6; 38.3 A.S A I /,q Pr ca,o r Nfeifitfijt ASCE rafii WILLIAM EARL-FY CRAM M. SHORT, PA. 4 Ob. BOX 1644 CRAIG LOCI18): 14 CoDDING 7'ON ROAD SOUTH DENNIS;MA 02660 SHORT prolesslohM Civil Engineet i Soil Evaivalor " CIVIL H TOWN:_EEIh I-19 V%t L E.. MASS. Licensed Conslruclion Supervisor&Septic Inspector No. 27483 �> (and Train Collector in Spare Time) iO� 9fC! , ��Q, �� 0ATE, 3//2 99 I,l Ix. # I- 8O Snhllc i 8116 01M S Stfuclufes House Designslog 0 0 1 9ll•8:(1 i Eax: 508 398 3d9"I !t2 ` 99 �pa�rCelid�206095 ®e=t) V A co rat No 001243 a ht 0000000 �"� � � R � � // � eigk►b r oocl\\ 48WA�� " `� f �� / r wi .PARLEY,WILLIAM T TR& - S_ e # 1109 PARLEY,CHRISTINA TR No Bldg ` ` 1 read 00002780 4450 SHOPPING LANE .s j Ye A 00 D SIMI VALLEY CA 93063 ewe �acc 00 0000 000 s eel �f 1001945 ��� a en a 9427 065 1 f January;l.st. PARLEY,WILLIAM T TR& speed MMYY 1094 peed of 9427/065 dues Lara�/y 000186100 M,Itlm s 000239500 ~x� eaCures 0000021100 ` L fat o 16 CODDINGTON R r � � OAD o trade 0331 ,apESt CO VVV �Se i dex 0000 �F g 0000 �4 d r 235 Great Western Road CRAIG R. SHORT, P.E. P.O. Box 1044 South Dennis, Massachusetts 02660 PROFESSIONAL CIVIL ENGINEER,SOIL EVALUATOR, SEPTIC INSPECTOR ' SEPTIC SYSTEM, COASTAL& BUILDING DESIGNS Telephone 311 Fax(508)398-3063 April 27, 1998 Mr. Rob Gatewood TOWN OF BARNSTABLE Conservation Commission 367 Main Street Hyannis, MA 02601 RE: 16 Coddington Road, Centerville Property of William Farley Our File #1-0801. DEP #SE3-3206 Dear Rob: Enclosed herewith you will find two copies of the revised plan dated 04/27/98 for the subject site referenced above. This plan reflects the change in the top of foundation from Elevation 12 to Elevation 10, per Structural Engineer, Michelle Tudor. As a result, .less fill will be required, and in fact will eliminate placement of fill against the existing wall and associated drainage trench. The top of the concrete breakout barrier wall for the septic system has been lowered to Elevation 10, and the system has been revised to a pressure-dosed system per the Board of Health approval on 12/02/97. I believe this will reduce the impact on the subject site, and that the existing Order of Conditions is still applicable. Unless I hear differently from you I will assume you concur and that this will become the plan of record for purposes of my certification upon completion of the project (installation. ) If you have any questions or comments, please do not hesitate to contact me. Very truly yours, Craig R. Short, P.E. CC: .Barnstable Board of Health Michelle Tudor Ann Michniewicz William Farley File CRS/cwk TOWN OF BARNSTABLE �fTHE t0� OFFICE OF I )ADISTAIM BOARD OF HEALTH UM& t639• 367 MAIN STREET MAY k HYANNIS, MASS.02601 December 4, 1997 Craig R. Short, P.E. Box 1044 South Dennis, MA 02660 RE: 16 Coddington Road, Centerville Dear Mr. Short: You are granted a variance from Part VIII, Section 10.00, Section 1.13 the Board of Health minimum wetland setback regulation in order to install a replacement onsite sewage disposal system at 16 Coddington Road, Centerville. The variance allows you to install a soil absorption system 50 feet away from a wetland, in lieu of the 100 feet separation distance required. The variance is granted with the following conditions: (1) The applicant shall submit revised engineered plans showing the adjusted groundwater elevation at 4.0. The bottom of the soil absorption system shall be located at least five (5) feet vertical distance above the maximum adjusted groundwater table elevation. (2) The applicant shall submit a revised engineered plan showing the proposed pump design and specifications. (3) The septic system shall be constructed in strict accordance with the revised plans. (4) The designing engineer shall supervise construction of the system and shall certify in writing to the Board that the system was installed in strict accordance with the submitted plans. (5) The pumA alarm, and other appertanances of the mechanical dosing system shall be maintained on an annual basis. show No more than five (5) bedrooms total are authorized at this property. Dens, study rooms, library rooms, sleeping lofts, and similar type rooms are considered bedrooms according to DER The variance is granted because the existing cesspools are, in all probability, sitting in the groundwater located closer to the wetlands. Therefore, the proposed system may alleviate sources of pollution to the wetlands. Sincerely yours, SusanG Ra�� Chairman Board of Health Town of Barnstable SGR/bcs short2 CRAIG R. SHORT, P.E. 235 Great Western Road P.O. Box 1044 South Dennis, Massachusetts 02660 PROFESSIONAL CIVIL ENGINEER, SOIL EVALUATOR Telephone (500)396-0311 SEPTIC DESIGNS Fax (508)398-3063 October 03, 1997 CERTIFIED MAIL 4�1, RETURN RECEIPT REQUESTED NMFICATION TO ABUTMS OF: OC�-. Applicant: William Farley l°�yNO 6 j y y�lTe��T qB�F 99/ . 4450 Shopping .Lane y sT Simi Valley, CA 93063 RE: 16 Coddington Road, Centerville C C) g Dear Abutter: As an abutter to the above referenced property, you are hereby notified that a request for variances from the Regulations to the Town of Barnstable Regulations for Subsurface Disposal of Sewage has been submitted to the Barnstable Board of Health to take action as follows: Town of Barnstable Regulation: 1.13 Distance of S.A.S. from watercourse: a 50' variance required 1.14 + 1.2 Application rate: Town rate of 0.50 vs 0.74: a 0.24' variance required A public hearing has been scheduled with the Barnstable Board of Health. Said hearing will be , held in the Hearing Room of the Barnstable Town Offices, 367 Main Street, Hyannis, MA on October 21, 1997 beginning at 7:00 PM. Sincerely, Craig R. Short, P.E. CRS/cwk t t cc: Abutters Barnstable Board of Health" File i ABUTTERS OF WM FARLEY AM 206/95 16 Coddington Rd Centerville CRS#1-801/RWW##1297 AM 206/95 WILLIAM FARLEY 4450 Shopping Ln Simi Valley, CA 93062 AM 206/71 PATARICIA NAGLE P.O. Box 946 Barnstable, MA 02630 AM 186/52 RAY D. LEONI , JR. 24 Wolf Tree Drive Woodbridge, CT 06525 AM 186/50 DWIGHT DOUGHERTY 1400 Black Plain Rd No Smithfield, RI 02895 AM 186/51 BARBARA C MACLEAN 615 So Main St Centerville, MA 02632 AM 186/78 LILYAN PADULA P.O. Box 2263 Centerville, MA 02632 CRAIG R. SHORT, P.E. 235 Greet Western Road P.O. Box 1044 South Dennis Massachusetts 02660 ��2! ► 1, a PROFESSIONAL CrV ENGINEER, SOIL EVALUATOR or Telephone (500)390.0311 SEPTIC DESIGNS o f'£rr .11 Fax (500)390-3003 September 25, 1997 S EP y 2 5 1997 Thomas McKean, Health Director a' T o HF�T8,,VsrABCF Health Department 367 Main St. 8 C> Hyannis, MA 02601 9 RE: 16 Coddington Road, Centerville for William & Christina Farley Our File # 1-801 Dear Tom: This is to' request approval of the enclosed septic design for the referenced project. This. design is to replace the existing cesspools but will require the following variances from the Town regulations: 1) Section 1.13 Distances of SAS from watercourse/wetland. A 50"variance required. 2) Section .1.17 & 1.2 Application rate of 0.50 vs. 0.74 square feet per gallon. A 0.24 variance required. Therefore, please schedule us for the next available BOH hearing. If you have any questions or comments on this matter, please contact me at 398- 8311. Very truly yours, a Craig Short, P.E. cc: William & Christina Farley John Alger Enc. Check /for $65.00 4 Copies of site plan sheets l of 2 4 Copies of Cross Section sheet 1 of 1 4 Copies of Existing House Plans sheets 1&2 of 2 4 Copies of Garage with Bedroom sheet 1 of 1. CRAIG R. SHORT, P.E. 235 Great Western Road P.O. Box 1044 South Dennis, Massachusetts 02660 PROFESSIONAL CIVIL ENGINEER, SOIL EVALUATOR : ' ` �a` TeI—op hone (500)398-8311 SEPTIC DESIGNS Fax (508)398.3063 e� October 28, 1997 �oiyNOF MR. WILLIAM FARLEY ���ryoyll 199, ` 4450 Shopping Lane Fp 9BiF N Simi Valley, CA 93063 REr�- ington Road; Centerville - our File #Y--0803 - Dear Bill: To follow up on our telephone conversation following my meeting today on the above referenced. site with the.Barnstable Board of Health: Upon viewing the site and seeing how high the septic system and containment walls would have to -be to meet Title 5 and Barnstable health regulations, they made the following suggestions: 1. Base the design for maximum ground water at Mean High Water (M.H.W. ) (elevation .2.2+/-) instead of using the observed plus U.S.G.S. adjusted; (they will grant a variance for that.) 2. Consider using.a composting toilet (i.e. Clivus Moltrum) 3. Provide method-.of also removing suspended. solids 4. Provide a method of applying ultra-violet light treatment 5. If you do the above, they will grant a variance of 2 feet from ground water separation and allow 40% reduction in the leaching area for grey water from sinks, shower, and laundry. 6. Make note that if an oil tank will be needed, it will have to be protected. I will try to get you more information as discussed, but I have requested they they still hold our spot on the Board of Health agenda on November 04, 1997 at 7:00 PM. I have also put Michelle Tudor on hold until we determine which way to proceed. Very truly yours, b2wtid:t— Craig R.7Short, P.E. CC: Barnstable Board of Health `Michelle,Tudor,-.- John Alger,. Esq. {� CRS/cwk NO. DATE 09lz.—Ci� F 9. �'� '2 1� FEE n of Barnstable REC. BY ~1 COVER and of Health B S EP 25 19V�7 n Street, Hyannis MA 02601 TDW FA ...NSTABLE Susan O.Rdtk,R.S. HEALTH DEPT r omce: 508-790.6265 Brien R.(hetly,R.S. rAX: 308-775-3344 Ralph A.Murphy,MA L � VARIANCC MUEST &M All vnrinuce requests must be submitted nt lenst rift---f")days prior to the scheduled floard of I ICAlth meeting. NAME OF APPLICAN TEL. NO. -95•3cifl_��t� ADDRESS OF APPLICANT Po 3ox >o44�Sa DGr,r s o�,r�o NAME OP OWNEIt OF PROPERTY SUBDIVISION NAME 9 DATE APPROVED ASSESSOR'S MAP AND PARCEL NUMBER ac,(, LOCATION OF REQUEST I u Cack c 1U nQ SIZE OF LOT SQ.FT WETLANDS WITHIN 200 FT. ES NO VARIANCE FROM REGULATION (List Regulation) DIS+a.rncc, � S,/�.5, c�ror-- vsa•1uLv�h.aa— i 1 1�k � 2 (� D,?�r rice YYG l t3AD Gt U REASON FOR VARIANCE (May attach if more space is needed) PLAN OUIZ COPIES OF PLAN MUS"r BE SUBMITTED CLEARLY OUTLINING VARIANCE REQUEST. VARIANCE APPROVED Susan G. Rask, R.S.,Chairman NOT APPROVED Brian R. Grady, R.S. REASON FOR DISAPPROVAL Ralph A. Murphy, M.D. SEWAGE LNSPECTIONS LOCATION 16 Codd_ing.ton Load DATE 10/28/03 VILLAGE ASSESSOR'S MAP & LOT 6-095 •INSPECTOR ao,6elh P. Nacom9e2 a2. SEPTIC TANK CAPACITY 1500 gaiionz No fox LEACKNO FACILITY: (type)?5 'X 3,?' 744 a. F.t. (size) t-ie.ed NO. OF BEDROOMS 5 BUILDER OR OWNER 13111 f a te y OWNER MAILING ADDRESS Same •�.:. . �� is 4 .11n0 JLI¢•� it r/ �� J9 d/�'ib2✓q - f—W 7 w� • '¢'0. J G v > Q\J\ V '` T��—"� \ 6 \ 1 �/ i'II• A D 2 4.8 FO 24.J;. Z 4 •. i �,' A C 34.4 FC J0.9 � jam• .. - \ \ p 1 -%� •f \ �- \ 0n �% C A D JLO FD 27.3 \ I A 6 41.0 FL 34.4 41 v W W D +• \ I�'� I.I A N 41.0 'FN Ji.i w •; Z L W I ) \ 1 2 g 41.0 aQ 3e.3 C� AS IS FJ 41.2 on 5;pa rl�i1' ' ry f'�. r I 'p1 r -- I� I , r.� L -20 • f . I r 16 ZR7-r-E WALc. SECTION ''r J , '✓ /� �../ �., ',. W fl L�. � �. P.2 fir`'o..s��1 G t" {. Yv WALL � S 5 EII 4 I pt4�C1 sr�LJ � I ' lop s 4 CROSS SE- CT / ON CC v ,r r `''. . .._ . -r ` Y '. .j r4' l -` !,�. `; o, '; ass..,.. - --f'l'' '� s f✓ C� 1 I i I i .I rr PROPOSED (�. ON S TR UC T `C)Pj, PLAN No. / DATES � 9� CLIENT W 1 L �. i�t FA L E :� SFr .'`raga �G �ARr1 REVIS c v� 71 -7 r, _ 9, No. 27483 LOCA 11ON o D /,N/ +ri- ro D' - -4 9 /G C I� N THIS PL� I�' FOR f I-HE LOCA ! S 'rA45L E (Cvy1"+�'k\Vil d F *44, !T IS NOT Ti"� -D TC OBTAIN ': RAI -- PERMITS UNLESS SIGNED BY t DESIGNED BY cRriiG R. SHORT, P. E. CRAIG R. SHC'R"I, P.E. { P. 0. BOX 1044 508-398-8311 SOUTH DENNIS, MASS. _ 026601 - - ---- SCALE Q� DRAWN PY -5 FILE No. 8O t SHEET OF / � Cif I'l.+uNDit.7CP'I SOIL � � �7©a , ` 4" ; CHr , F 4t? " r li'c r UI.E 44 PVC PIPE DATA �+ � /OIM iN. 1NIN. P,? 1/C F.,:,R F"i. �, Mltx. PITC4•I i 8• tt�`; _ ry. , 0 -. . ---,s' 2` PRESSURE PIPE ; * :a i2, ' q 4 150 PSI VAIN � :� � �p�p �,�t�`n �r� # �: . 1/f�. - r ?.l Ati �� I IdU I� Cr z !. MAX r � w";, ,.,,y t' r ''A~; to a l VIaJ T OBSERVATION HOLE 1 dale T ! VoSMV�1T" H vi, AT . .. .l a.J_. _ ,,, , COVERS. .r .vl r� 77ri. -=-=---- x MrR�I.A11Ali �11TX .... ....... / RPi A �..- �OOilA1i0N �RA1[ L1 .. ... W 4• CAST _.. _ _ • CotJ �� I 1. ,., ; GU OFzm2m IRON P,PE ; O rt .. �N, d� �'vr_ M w 4 G I A. P VC. r i T>: �s�• >r ).sy,� � �„-"' A oar �.ty ,tr. 1 (AR EQUAL, IAINl1.iUM a ,PITCH 1/4 PER FT. r� �_ MANIFOLD _ '-�., ANOHc� +' pa YA 1 w --- f i 4 4�X -� Cs w 1 of 6.4 G,A jC.Iq w C Lj MIN. I I �� . O���rM� I 0 r'S • T f�� ELEV. It ELEV II C 8� Q 3,'�1- oRiu. veC70^1 � � ArL ' t dtsP ! doll 6 _ , Vi.7 VALVE. ` �' (� ..�•� 7.r y ' f4 400j~ H�':; .�•: J r...: . ... I oR :, WELL Pr1iIM r i•� 6 fo `t-t" a; I .7�i; A +._ .• I� S\�Ii.NDEX __.._ _ C� �� 1 •IJRI', ✓�� , ..e, ' +J' ' 1 1 1 VALVE �/4 TO 1 1/1 S• ` ' _-� 3/4- L7 STONE Y� 1 AS TOP VIEW 30 /3�� Z dlw�► 9 GRAIVei- Deis' ~J T A ..�' I- - H z4) P WA1E A • _ .. /�, T • aoua ocu .�.:.�. rr►� ...�:. lo.tx a. r L f I CHAMBER P U� �,3`�c r.VE •�„,,,y / F © Per BOf I �llj/9 7' Ar C N t< �; Vol 4 Vol "'/ � rPx 11,3W O TEST -sO E - r DESIGN loon ��r. eC �`� r LEGEND; 1 t:ALCULATIOINS o s i O >iPOT g7.R11A1101i OQ„p �GAON" 8� � WAGE DISPOSAL S` 'S'�+ �.� PROFILE .L v. AT INVERT INLET PIMP C�-IAM, _ �:A� t�, ._ C)l�S: t VOT G _� NOT TO SCALE 0XV. A T iUARL1 ON - a �Mt�, !OT A110M mm lxftkta'RAW �_I_G.s. l�'r P'�I�Y�P � 4(n RC.�ii4G1�1 FLOW PER t". ,.'" x ' J.:u C.�:..,'r1.•�.i.� r.I'! VOLUME PER C'P'QX ,__ � C. ,, CA _ Cu. FT. CU. FT. CYCLE �w^� Y X• Y E}l-,F�nvrl,apT�••��UUP�f c•rFF 1� �u C� gpt,��yj7ry'-' ��p'p� Cif• r+,p� y rr ' 1_ �� "' e� S. •� .. �r_�� / (�.���[ �/.` ���I APW PV 1 i Vi.i VT IN.7�1.'✓i PUMP CHAMBER G•(g J •Vl.'..�MC VY WATER a' i'7Y .1.1 �. .� `�'" P (. '- .. �n .. W. FT. CHECK •I�� ` 'or. TAT taoCr►'Oa 0 r. r t. c tiJ .t ✓ BOTTOM OF OUTSIDE PUMP CHAT.b1ZR f.l TOTAL I�tIAI.!►.IUw VQ:IIk a-}p :X.i AND pISCO�MIECT UTWW P j Q' AI. t�f /.S 7 C /^ r n �Jti ul"-•'..:.i#R/s`tCC ,Cf�'20/�_4=- ( t /► �y :. ' pi, t g- ��yr �y . . 7 T ''�I� , ?`y �'x.✓i '.,j l.' -,."-?:Cr-' STOR,ACZ (.,APACI'i 1 t t °`.i.« /4 r'.�''/,� .� f�At._/W,/,in;./+„W b+J.f 1,�: 1.) - f'" f 1. � � D� 10 PA� 14 RZQUIRED � r�'S f'ROMDc.a, CAI`* �A �� �T ��, I .�• .j Y , eV«L l � #mA a 444 „M/ ' j u ,. ...•7, A L: (_{ U V >�%l/V C'.�' <_�,�`i ,_ (,,�_. � ,e,..>.�'' IuIYERS s w�, 13 GPM 0 a Y" � .A �t �1�Irv�rr L./� (T�v 1+d'�e� 71ar' s tot C•1"D) CAPACITY 1.®' ( G j, 0 NLwAO 0. ep�AL of sro•�•E 4 x .7 iY I � C �i'x , . , �� 7 / a s�c:> ,c,,,^,: r .�'lG..''}'�_ ,��„•��t,�" C Nr9 M Qi�/" ,e, '�''�s? ' 6 2 ,3 �_} olr ti, '�► c: i- r r, r'IC l �sy «.. A i w►rO � wow K .. Y _.J� , c r�C t17 HP CROSS-SECTION :1 ..j q. .11a4 * � PUMP CHAMBER I• s ! y C�CJ�'p.e} l •'Q'v�d e L 7.0 I t Aj Imo.0q Air ..' Y�'' iJ '�a NOTES: "'r, ,..... x-k ✓v,n•� T,o .L, L -�.G t� - ALL WiA 'M � 1. ALL � � SMIIILl. M 1 V D.�P. mar ,� v. ti TITLE S AND THE 1�»I OF M .mil RL MID "`"""'' �""w "� + fwwLIATIONI FOR Tit l4BUR/A+CE DiSB0080.1. OF SEWAGE. I 2 ALL COVERS TO SRIWTARY UNIT: MAA L BE BROUGHT TO F"3MED GRAM w.r.rid _. a / _..._ _- ' •.:., . !. " ` �„ r . �. ALL ao OF 11IE SAMTARY SYSTEM SMALL CAPABLE Of fy I T y ' r1"MA a M-20 LOAOM �v.{"1' V �,s- 1' •�� 4. ANY YASONA1tY LINT! (1gD TOV (3 .'COVERS TO ORME SHALL ' BE TIRED IN . •,. �•. >/� V /'`�d'�. s V/�'S;.+L: / � v, '"� , ,�,t ..�, - .;� w �.: � .�> _. � .1 tIM,,,,,;@r.�'�► 5��. �.a Q •,,�..... .... .tr ! g` . .. ,, Dom) ON 4.0111104 AIEQLe1,A iA)N.L �{ OBTAIN SON fit R IA�WAO FROM APP*C MTt' AUTMCIR'I'TY. • N e ! "�•'3►q�,,' r `r<�. _ •+R.. `"� 1 4' VENT HOi z AT ENp 0. UTILITIES SHOWN ARE P!!t MATE Y. EXCAYATION MNIMACTOR 1 i. ✓ !� L i i T F �C•T� OF EACH LJITERAL IS TO CALL •DIC-SAFE• AT 1-�0-323-4d44 AT LEAST 72 HOURS PRIOR TO COYML)MG WORK ON SITE. !� /a;ca 7•Iro�' ' _7r/p1/gh,/• Wia / ; ��` '`; - "{ '� '� G�`'Ti'9 '-,i 7. CONTRACTOR IS TO MNFY 9RADCS AND ELE'VATXM AS WELL AS SITE CONDITION! P1~dt TO ON 'SITE. 5 ''��+� � :5a f� ,✓'"' ,�;�.w'�„ �ir s• B. PARCEL 13 MI fL000 Z+C!!E ,�e'rvr h✓r' �, r^,��v'� I i r o T t � t✓!1� I a LOT a SHOW ON AsMINIMS MAP 1'24. As PAnca, =c'!L Ir'1 n W u r r /�. / `�''+� \4yr I& PUMP AND M AINA-ARE TO BE ON lUVIATE CiRWIT'S. ;' HOI�FS" � O.c. 11. ALJAM IS Ta 9f WTH AMID AND %ISUAL. , 1. ( IY V// !►7P' •� � � > 4 PVC MANIFOLD ALTERNATE SIDE 12. SEP11C TANK AND PI�MPxr�ix Io ARE TO BE TE'SI To INSURE , -�--,---, ^� , ,, \ �• '" _J. DISTRIBUTION OUTLETS THAT THERE IS NO WIL OF QRM0NMT1rR "M FACIUX& •�. � �� � � �' AT sz• o.c. (� s AND 7 O'CLOCK, END VIEW 13. ALL uNsuITABL[ Md►TlIgAL SHALL BE RCIi10'VED FROM UNDER AND lao '� `+ SIDE VIEW FOR A I.Iu1aMUM OF s• AROUND BOIL AIIISOR"ON SYSTEM AND BE REPLACED wrnI MA1nEIaAL AS SPEc�FIED IN 310 cI�I 18.Zlf4: a . 14, THE GREASE; SE FFACIUVIES ARE TO BE PUMPED AND "OVFD. ALL SEPTIC TANKS. AND THE PUMP C>NAMBER ARE P�SSURE Pry E TO BE SET ON A /MtM BASE of 3/!40 TO 1 1/20 STONE 0' THICK. � � es" _\ `l�' /� FRGGIab PUMP CHAMBER j i 1A. THE CONTRACTOR IS TO CONTACT THE DES16r1'ENt31NEER FOR THE _ w r- i r r , a 1 _ - n `i f 0 1J Q6 I c FOLLOWING WNIMUM lit ,�..1_� 4 wk e rl4 '0J ( + � � ,i ��_^�� ,�"'"� �� � � �b � �„� •� ,� -- ,. STAKE OUT rvSPecnoNx: • r/ �► ?, 1 � """ ft > - �''` s.,' '�• 4iN r� "a I 2 RE-P1PfNQ OF THE PLUMO1NQ. rll_. 1. r. ti V 6 l \ T� �" . ' �- � . � I 3. PRIOR TO AND DUIlMiQ THE SEl'I1NQ OF THE TANKS. __ _ _ ,,.,.y►�r-1"'� , ! t � '� �� '� "<: ► 4. IF Bt�1.Du�C DEBIt15 Is ENCOUNTERED DURING ExCAv�t11ON1 ., f ! ..� �! t 3. EXCAVATION OF THE SAS, PRIOR TO FILL PLACEMENT. l I. t ) 1 Dwl � , ALLATION OF ALL PIPINQ i .. � a i � I a. INST 7. INSTALLATION OF THE ZABEL FILTER TEES; __ '� li►'- _,.� i'I I a. COMPLFTKkI OF SEPTIC MWM, PRIOR,70 BACKFILL. r .r .�t �IY_ -�., �' I . - -�.-- s - _ •"' :s `` . c'GK �*�, ��7. TA�TORas TO HAUL ALL PaluTt<o STONE: sANa, oEartls TO A t 0 / I & PUMP SUITAP, e `a 1 TO BE t'R MYERS SR?MO( '�.� COW CAPACITY'OR EQU AO )2 .19 a Nl�ieM 4/.a r>s • Iva - �/ { ,_-���: ' ._... -- '.�1"Y4oj _ � .` - J %.� , •- APPROVED: BOARD OF HEALTH .� 1 s.o' aO' s.Ir y ao + - • ' Po AGENT PROPOSES SEPTIC .DJ�ZN �- pA .,,�. \ I�d �. �F io ,, TOP VIEW M * J WI L.L lA M FA •L y 7J .. y r y� . xi- J. � P- r a - J T �r1 Iir�• • w nod 4 + y ��.v��/ EN,^AI�'r- v )-•;7 ♦ V ��`• ��. '.+-." a. r • ( _��`_.__. ..._ � ...,s ._ � �....], . ��d..d.'� �-t�t .�..W,� �� ..._ t �� r ��N: "' , • • � `6.s� J� '�' � i • Ad ' so ilt '. Air ni�T .,, •+ �r�lr'+ /"`y iJ fit/ r �L.. .� .� Viol J r'I.� "r 011� P Rtc � � rr G,.l�Fir✓T'c Li �aa s �„! � 7 40 N H e o9A/A/6,1, � � tw y 0 Na Z?485 i LOCATION MAP SHORT, P 1 �r2 8 in RARNSTARLE CONSrm , i A , z� i1.Yygi BENCHMARK /Vc VD SOIL TEST 20 FT TOP OF, FOUNDATION - I 1Of L MY �, � . MINIMUM • //' e,7 4' SCHEDULE 40 PVC PIPE i01 p OY AV ELEV. 4' SCHEDULE 40 PVC PIPE - CLEAN SAND MIN. PITCH 1/8' PER FT. MIN. PITCH 1/8 PER FT. 2 LAYER OF 9Y .�►�• •• �/ b u.,..• ..' 2 ' PRESSURE PIPE 1/8' TO 1/2 /O nt N. _.- ___M-. \ 24' HDCI 150 PSI MINIMUM E� WASHED STONE VENT 08SERYATION HOLE �� - OBSERVATION HOLE 2 CXV.•� ., !.� MqX L oAM �,c i NT PEROOLA'T" RATE r WN- INCH AT .....-� INCH POW0LATION RAIL YW ANC�N AT .�,�'8 q� MANHOLE = 5 E: i J,Cs M,.,/ COVERS o�n'1 N j .i•' ,,rA� , Z 1 CU. FT. OF M M .. CONCRETE 7a•e$y 7.-fXA �r v^ 7� 7.ry i 4' CAST IRON PIPE _ ___ D I A. PVC. /q �I• (OR EQUAL) MINIMUM MANIFOLD E L ;rr•C�ca c� ANCHOR , Loa+. �/L /✓o J PITCH 1/4' PER FT. _____ 0 0 o e o 0 0 0 0 0 0 0 �••OrJ I )aY� M � L404L0" z _Z_ e e •• i/L TE 2� o 0 0 0 e o 0 0 0 0 0 0 0 o ELEV. _ r ��1 j I / (. FAN � , 1 NO VS t FLOW LINER H _.... 0 Fi// 8,00 - ( G�w AO��f r I Cev1j 20" room d r ELEV. 10 5'.6 GiAiLA w E MIN. EL FV p'�/4 n o L / O O�P manic _ GA5 L. ELEV. a 3 8' DRILL '� - - p v'G P PO 4 ST27n��' /�✓� CONCR[ ! Post` �g `• �t r J / VA v4.T v+/A�L VALVE r. A 1f a r` y 7. r yet tq BAFFLE -' i •4^,► N HOLE 2' ,.3/ x p.S FIELD FORMATION � WELL (fit Daslt�P� 4 4PAP 6 �' �s o"•+ Odl( tt w N20 E V. _ CK __ ZONE Mwogm 7.1'Yet, « SOIL ABSORPTION b INDEX 9' Gk'AVLr, ,j16-SE oB VALEVE 3/4' TO 1 1/2"2 ADJUST TOP VIEW 3o 132 CA 40.•+d 4/4 vEL fNE WASHED STONE SYSTEM TE M (SAS) � M /SOO 9 GRA A GALLON _ PUMP __- _ _ AT ._.� a,Ev. • ....�8 J' wAtT� o�cau►�tTC AT SEPTIC TANK PROBABLE WATER TABLE ELEV TO t3E SE�� � CHAMBER OBSERVED WATER TABLE (3 /2.f/Y7) ELEV. - Tyr _ _ `G•ATE vr9LVE PX (104Q �A[.) rPx BOTTOM OF TEST HOLE ELEV. ®� - (mpq ac 2 . -r LEGEND: DESIGN CALCULATIONS SEWAGE DISPOSAL S YS TE Iv^ PROFILE ELEV. AT INVERT INLET 7.00 PUMP CHAMBER CALCULATIONS: O)GSTI O SPOT ELEVATION M 00.0 NUMBER OF 1�ROOMS S NOT TO SCALE ELEV. AT ALARM ON REQUIRED FLOW PER CYCLE 25 X ``�9 GAL/CYCLE EXI wo COKTOUR �� TOTAL IriTIYATm fLOW ELEV. AT PUMP ON VOLUME PER CYCLE 1-12 S GAL/CYCLE /7.48 GAL/CU. FT. _ �® 4 CU. FT./CYCLE MAIFINAL SPOT E1AllATIOH (1LslrGA�L/KtDAY X ��., OIL) SSO CAI My ELEV. AT PUMP OFF - - VOLUME OF WATER IN PIPE 3.14 X 0.00694 X Z FT. _ 'TU. FT. CHECK VALVE �� WA16MLD 30MC TAW CAPAC 1r GAL. BOTTOM OF INSIDEOUTSIDE PUMP CHAMBER �- TOTAL MINIMUM VOLUME PER CYCLE !� C CU. FT. AND DISCONNECT UTA ,' POLE -0- ACTUAL SU OF �1C TANK GAL BOTTOM OF OUTSIDE PUMP CHAMBER Se' �- DISCHARGE 10•44 CU.FT. /36 CU.FT./FT. = 0•J' FT. SOIL CI�iICATION STOR CAPACITY ( Sso GAL/DAY/7.48 GAL/CU,FT.r38 CU.FT./FT.) e 9� FT. TO � �� OESM F040MATION RATE MW./IN. " REQUIRED `'SS PROVIDED C/►S dA1pN ■ ( �' �/� G/1s L1` ....p ►T MYERS _-rtMl- 43 GPM DJ2YVVCL.L (� x `*-i -*o:��.: c'J"x'3Z+t .,%'.J' S CAPACITY w/r ( G 0 4 A x 46 NAG rl L. f'- Lf.AC" CAPACITY (AREA X RA :! ' rGAL/DAY A.E 7 44•r .7f ...� N A D o 2 p UAL EVE LFAC�Ii11O CAPACITY .�.,. GA�./D/I►Y E V 7.0 + 3 (_ y fa�e�e 01 !df✓4.O �« E1td 7.G ,.1 /SAID F/t.L -.Qo .,.�A4-A- �Q CROSS-SECTION ...c. QG mar - crs.A,.t� >�, PUMP CHAMBER STO�/C S -To Sfi �taa L Ar !E k f 9' Vol ♦ �� Fi�� ►��sro�C P�q NOTES: �q �r ^ ` C C � � 1. ALL WORKMANSHIP AND MATERIALS SHALL CONFORM TO D.E.P. n4� S ON CfcTc ) �.�a `,w� L� JL����� �� �\ T1TLF 5 AND THE TOWN OF 8AQ*-nA,&E RULES AND / �^ • O\ REGULATIONS FOR THE SUBSURFACE DISPOSAL OF SEWAGE. g l �� -.Q 2. ALL COVERS TO SANITARY UNITS SHALL BE BROUGHT TO iwoT 7. r\ �/ `� FINISHED GRADE. S T/nJ G `f a� _ r / Q 3. ALL COMPONENTS OF THE SANITARY SYSTEM SHALL BE CAPABLE OFy 1 !Z A4 C W/r/ � , � V V �. ` � VYIYHSTANDING H-20 LOADING. #, v0 p +� G 3,' O 4, ANY MASONARY UNITS USED TO BRING COVERS TO GRADE SHALL r `0 `r. �•bB 03 'L 1 4 / ` BE MORTARED IN PLACE. _ E M,o /3 M1�j�__ JZ L`Pi-f�G p `NO 1 GA C� O y� Top P F 961 i_ 9 00Aa \ ` / / ��; 5. NO DETERMINATION HAS BEEN MADE AS TO COMPLIANCE WITH T- p / K �T� DEEDED OR ZONING REGULATIONS. OWNER / APPUCANT IS O _Irv/ TFi /Vs!,'W .S RVCTV2F i „ �A �: Z"L>� Yvs�4� -€� //•S �.... ., � / OBTAIN SUCH DETERMINATION FROM APPROPRIATE AUTHORITY. •� 4 S Ff G YV A/ 7 c`" �' �v 0 6. UTILITIES SHOWN ARE APPROXIMATE ONLY, EXCAVATION CONTRACTOR /Q ¢ VENT HOLE A END IS TO CALL 'DIG-SAFE" AT 1-800-322-4844 AT LEAST 72 HOURS OF EACH LATERAL-`� PRIOR TO COMMENCING WORK ON SITE. • A N V,�G L'�T�9 Tj�/ 7. CONTRACTOR IS TO VERIFY GRADES AND ELEVATIONS AS WELL AS 0 U / SITE CONDITIONS PRIOR TO COMMENCING V ON SITE. I�2oA p TJ E TA/N. _W/4 L l `� -E� ✓� o (A/O T A/E.ED 6c Ll /C S L p P,L� \ \ ( f1� QGq �T,9� 6.. O S19�.T NCI�! �.f I'I -- _- 9. LOT IS SHOWNON ASSESSORS IS IN FLOOD ZONE A ,MAP ` I� AS PARCEL 9s 10. PUMP AND ALARM ARE TO BE ON SEPERATE CIRCUITS. TbP O F \_4y2- 11. ALARM IS TO BE BOTH AUDIO AND VISUAL. DISTRIBUTION LINE L--- � � �. � �(f a J�,O 77 oR oM /'� A u T T IL A�.� \ .- A�' o ,� %q HOLES a. 5' O.C. .�-' � .� PVC MANIFOLD 12. SEPTIC TANK AND PUMP CHAMBER ARE TO BE TESTED TO INSURE L J/,p \ \ ALTERNATE SIDES `- � � � DISTRIBUTION OUTLETS THAT THERE IS NO INFILTRATION OF GROUNDWATER INTO FACILITIES. LL GJ/V V/ T E 1 g�. / _ \ �n i T AT 52" O.C. ('3y 5 AND 7 O'CLOCK) END VIEW 13. ALL UNSUITABLE MATERIAL SHALL BE REMOVED FROM UNDER AND SIDE VIEW FOR A MINIMUM OF 5' AROUND SOIL ABSORP11ON SYSTEM AND BE REPLACED WITH MATERIAL AS SPECIFIED IN 310 CMR 15.255:(3). JZ 4ffm S?vlr4) ..PAsiM �1+ > R� I ` h \ / ��P M( 2z . V r-� -�._ .#., 14. EXISTING SEPTIC FACILITIES ARE TO BE PUMPED AND REMOVED. VIVO GC ISO f I _-�_._----...____---__2.50 .- ___� .-_ 50' ----- ----- 15. THE GREASE TRAP, ALL SEPTIC TANKS, AND THE PUMP CHAMBER ARE Y 9/ ♦ Q 2" PRESSURE PIPE TO BE SET ON A FIRM BASE OF 3/4" TO 1 1/2' STONE 6" THICK. r t w '�' / f i•p' Isi Sf,.0 FROM PUMP CHAMBER I I 16. THE CONTRACTOR IS TO CONTACT THE DESIGN ENGINEER FOR THE 1 - FOLLOWING MINIMUM INSPECTIONS: veor�.Q GM1t� �T/Tk-a 4") I I I i '^`.9"''A Y pTrt / � � \ i•, Q P G� � � O V �' 1. STAKE OUT SYSTEM. i � � tJ � � e' ; 2. RE-PIPING OF THE PLUMBING. , S��eT/�A�...1�!.�t >i_�j.>� a`' a d r N 1 ►1 / f ,�'1 �� f0 Oi Ir.,c' Qv� 3. PRIOR TO AND DURING THE SETTING OF THE TANKS. 4. IF BUILDING DEBRIS IS ENCOUNTERED DURING EXCAVATION. 5. EXCAVATION OF THE SAS, PRIOR TO FILL PLACEMENT. , ' (tr �� v A 6. INSTALLATION OF ALL PIPING. Se.S��I�RF►LF. V��� r `` 7. INSTALLATION OF THE ZABEL FILTER TEES. S. COMPLETION OF SEPTIC SYSTEM, PRIOR TO BACKFIU_ 1 1• T `t y \ loo, Q" V v' 4- .'*I d 17. CONTRACTOR TO HAUL ALL POLLUTED STONE, SAND, DEBRIS TO A I , 4 �° GK A�Op V �/ o• 1" SUITApIF fASPOSAL SITE. wig��� [�1�L� u✓A Y I D` 0 i� _ �,, p P O 18. PUMP TO BE , MYERS �RM4� 7„� GPM CAPACITY OR EQUAL) { � •'� 0 � ` t •_� g ,N ' APPROVED: BOARD OF HEALTH • 0. � �9 �" - _ 5.0' SI 0' Al y � �VP 9/ DATE AGENT RIM o ..r �' ",�> r : •rra� �o Z TOP VIEW �,• PROPOSED SEPTIC .DESIGN ../ � .+' ` t W I L.L I A M FAA R L EY w ,, f s N"CT LOCATION AY =x/sT 4 D.q. i .SA41' �+ 8 �_co�inlr G ToN J� G { osroM of 2 ow/p' ,� `" N/aH P f cmo,./t a . !3� sTi9 CE.vr,E riot Q C G R Sh'C?RT• wC X.07_ _� �. �T/q a T(�? LOT 4- i nI Lr 7 f \. •o PR SS10N ,r R TA Jn/ h r�f� y (��� --'� ��lQ L t Q4 y,Rl3..!:�I NC Es $� Q ,Q, . 4 1 __.____ _ ___-___ . __. _____.4____ ___ ____ y DENNIS. MASS. O • - L- ��, Al E2 F9 Z� , -S T/G�/ . 1 _. Q TI►.�/G�r O ..1r9.J. , - ; �a�,t ���1 f i� � -- c u R T a J ICJ _Q� 1 N L & H -4/Ad �. A 2��± p / �/ `` ����`\ r a►T� /4/9 7 20 . l.r A S >:� !L A n/G f E Q V �rD c�A�o �. , S*IrPT '�' ► r� dw�vrv«c�ItT ®r . I', wI �' a'o�v ID 3 .IOC NCA 91/7 z q LOCATION MAP , l -9-7 SHEET i OF Z. # C. 3 - 2 d J� ��� ` w/` J ' 01997 CRAIG R. 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