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0033 UNCLE WILLIES WAY - Health
33 Uncle-Willie's Way Hyannis_: A-,292 - 309 a h A �9 h P i� TOWN OF BARNSTABLE LOCATIONW11;f15SEWAGE# `ALLAGE 1 p ASSESSOR'S MAP&PARCEL 4Q INSTALLER' NAME&PHONE NO. SEPTIC TANK CAPACITY 04Z) LEACHING FACILITY.(type) fg/U—_V 1 CA,,mber,fl (size) 7,Y NO.OF BEDROOMS rj OWNER PERMIT DATE: j 9 a A®I COMPLIANCE DATE: Separation Distance Between the: /V0 6Acan 'f'er' Maximum Adjusted Groundwater Table to the Bottom of Leaching Facility 'G_'� /Xa? Feet Private Water Supply Well and Leaching Facility(If any wells exist on site or within 200 feet of leaching facility) 'A/� Feet Edge of Wetland and Leaching Facility(If any wetlands exist within 300 feet of leaching facility) ;V/, Feet FURNISHED BY ��6� si�r� �� ���� ug- ' r all ®i= 3 A-Uca7` &-316.3� t No. ` Fee THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: Yes PUBLIC HEALTH DIVISION -TOWN OF BARNSTABLE, MASSACHUSETTS ftplitation for Mispo8al *pstrm Construttiun permit Application for a Permit to Construct( ) Repair()o Upgrade( ) Abandon( ) ❑Complete System ❑Individual Components Location Address or Lot No. 3 3 U NCL6 4,01LL 67S LCAO � Owner's Name,Address,and Tel.No. Ny,JN1S t-:RV_0(_ Posre:Z L' Assessor's Map/Parcel ,� 02 3109 33 Umct,15 LeJ LLI ES bv4*-( 4Y,4V0IS Installer's Name,Address,and Tel.No. j o -�{j 7-gg7'1 Designer's Name,Address,and Tel._No.50S-.�7 3--637.7 ��'�wtDE E�TP21SG� 1_LG SGC -� -- l53 295q C.4e--' Type of Building: Dwelling No.of Bedrooms Lot Size [6 t U C9 V sq.ft. Garbage Grinder( ) Other Type of Building No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow(min.required) 3 3 0 gpd Design flow provided 39019 gpd Plan Date S-(o -a01 4 Number of sheets t Revision Date Title 3 3 UNe c.e WcLj_i ES-L W 64 y O)W&4a 15 Size of Septic Tank ( I U cv 1> Type of S.A.S. 4 5 o0 G�u.oiJ 66;k toQ GvAac$ 52s Description of Soil 673 SoFrLZ 1? .3& 15eg- Or-4U Nature of Repairs or Alterations(Answer when applicable) U5C nC/5"7 I dC/[. IOC)c) eg5r Cow SFaorIG -174jt�_ 7V N6jv P-10 0 0:5 d 80)C TO (14) $00 Cav_(.Lo k) H-10 Cad t r t-4 15 S OF- A (2�d c'� Q0 S 1 D ES A&210 411 o EA � 0K) G)J D S 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 Certificate of Compliance has been issued by this Board of Hea h. S' o Date Application Approved by Date Application Disapproved by Date for the following reasons Permit No. Date Issued TNo. ' c t Fee ot� } THE COMMONWEALTH OF�MASSACHUSETTS Entered in computer: Yes PUBLIC HEALTH DIVISION -TOWN OF BARNSTABLE, MASSACHUSETTS 01pplication for Nsposal *pstem ConstCUrtlon j3ermit Application for a Permit to Construct( ) Repair(X Upgrade( ) Abandon( ) ❑Complete System ❑Individual Components X. Location Address or Lot No. 33 U NCG6 cxJIL4,ES �y Owner's Name,Address,and Tel.No. HY,t JNIs LRK c71, Fasrep. Assessor's Map/Parcel ;Xja 3'09 33 UNc.c_(5 L JtLLJ ES Lv#" 6vi+i L)I S Installer's Name,Address,and Tel.No. 5 v 2-4t77-n7`1 Designer's Name,Address,and Tel.No.5o5j-.27 3-63 7-7 CAP6wipE PLC_ SG X&'r- 155 5T- [M P& -2854 c o4N©e 0-" Type of Building: Dwelling No.of Bedrooms 3 Lot Size 161000 sq.ft. Garbage Grinder( ) Other Type of Building 12�5(L7�JTt�(. No.of Persons Showers( ) Cafeteria( ) e Other Fixtures r Design Flow(min.required) 3 3 c) gpd Design flow provided 39019 gpd Plan Date 5"w -o10A,4 Number of sheets Revision Date Title 3 3 U '- [c c,[�T W 64 14 Y64 NN[S Size of•:Sept cl Tank ( o o y o Type of S:A.S. 4 5"60 61,c orJ f� 14/fc�t; t a3c�2s y. Description of Soil MC-7—) Sot�Zj 3tio 4S�c Pu41.1 Nature of Repairs or Alterations(Answer when applicable) USE (�C[.ST t�L too-) �f,_ SCOT 7l440t, �- TO 0(3 5 n-50ac ID (9) 500 64,_Loy H-10 ,, (�v i7 N 1�� o :4�.C�cQ 00 5[DES A�b q (o l= or') 4jaS 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 Certificate of t Compliance has been issued by this Board of Health. _ t Signed / ® AlDate r X Application Approved by / _ / Date Application Disapproved by _ Date for the following reasons Permit No. Date Issued ----------------------------- --------------------=---- ------- -- - ------- J = -------------=-------------=---------- . - TH E COMMONWEALTH OF MASSACHUSETTS BARNSTABLE,MASSACHUSETTS Certificate of Compliance THIS IS TO CCERTIFY,that the On-site Sewage Disposal system Constructed( ) - Repaired(,X,) Upgraded( ) Abandoned( )by ( A P _u 2(D 6 &P 1-&RP/ZJ 5ET- at 13 ( )AJ0,L.j_= W I L t �-C �JA�i �� has been constructed'n accor ance With the provisions of Title 5 and the for Disposal System Construction Permit No , f ted Installer GrJ M&OUS U, C- Designer �1JC�tiJ JQ,C$ r�G #bedrooms 3 Approved de, n flow -33 (f) gpd The issuance of this permi shall2nobbe construed as a guarantee that the system will fun do d signed. Date � G/ Inspector - - --�-� - ----•---------------- - -- - - -- --------------'-------`° - - ---- !--------------------- Fee �-- THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION- BARNSTABLE,MASSACHUSETTS Misposal 6pstem ConstrUCtion 3permit Permission is hereby granted to//Construct( ) Repair(� Upgrade( ) Abandon( ) System located at 33 VXJCr.L. 1. i f LLt ET U2" �+VAN1y(S a and as described in the above Application for Disposal System Construction Permit. The applicant recognized his/her duty to comply with Title 5 and the following local provisions or special conditions. Provided:Construction nmmu"st�b( completed within three years of the date of this permit. y ' Date "� 7 I j Approved by /,�. ��,, Town of Barnstable Regulatory Services �• Thomas F. Geiler,Director MAM Public Health Division Thomas McKean,Director 200 Main Street, Hyannis,MA 02601 Office; 508-862-4644 Fax: 508-790-6304 Date: 5-30 -I y _ Sewage Permit# i`I- t Ya Assessor's Map/Parcel 29Z 30 9 Installer &Designer Certification Form Designer: 'SG En9tneec(n� , soc. Installer.. Ca prwtcle Etn(erPr!)e- Address: 285N Gro0berry I4f jhwcV Address: IS 3 Corvtn.e-re-+u,` C;. EasA Viorey%em Ha 025269 On S ej Zoo 11 was issued a permit to install a (date) (installer) septic system at 33 Wde- W i l<< es vV4i based on a design drawn by (address) ?G En�trleert,f)� , z'nr✓, dated Na� 6 201 41 (designer) V I certify that the septic system`referenced above was installed substantially according to the design, which may include minor approved changes such as lateral relocation of the distribution box and/or septic tank. Stripout (if required) was inspected and the soils were found satisfactory. I certify that the septic system referenced above was installed with major changes (i.e. greater than 10' lateral relocation of the SAS or any vertical relocation of any component of the septic system) but in accordance with State.& Local Regulations. Plan revision or certified as-built by designer to follow. Stripout (if required) was inspected and the soils were found satisfactory. OF JOH CHUB N L. (I aller's Sign tune) 41g y ZI esigner4S! atur =ALTHDIVISION. p Here) PLEASE RETURN TO BARNSTABLE PU)3LIC CERTIFICATE OF COMPLIANCE WILL NOT BE ISSUED UNTIL BOTH THIS FORM AND AS- BUILT CARD ARE RECEIVED BY THE BARNSTABLE PUBLIC HEALTH DIVISION. THANK YOU, gAoffice formMesisnercenitication forrn.doc `r I Town of�a.rnsfa � ble r as r Department of Itegulato ry Services MrA LK Public Health Division gate 200 Main Street,Hyannis MA 02601 PE'D pAAd l' h ,Ayt r ' B A Date Scheduled PWTime / Fee.Pd.10 SOU Suitability Asses,s.ment f or Stewa*ge Disposal Performed By:_�IC�ae,(. ec ye7t�' t EZ�SC Wi tnessed By: DOdc[q Des NAf8$ 10- LOCATION& GENERAL INFORMATION Location Address 33 U Owner's Name��' G2.3lC.C.lC$ L111�� �c�STC� HYA4..s01-5 Address 33 UL)C(..G w(Ct_teF.S tvA,,*4 He fAA OIS M Assessor's ap/Parcel: .9� r® f 3 9 Engineer's Name( QAVevtt>C e f(wo-1.S 5T {-ic Ons"'1W14 NEW CONSTRUCTION REPAIR Telephone# :50 -6377 Land Use 5'�(156 Forvtr(y dwe ltrvl Slopes(Tq) Surface Stones ' Distances from: Open Water Body ft Possible Wet Area ft t Drinking Water Well ft Drainage Way ft Property Line 6U ft Other ft SIM'TCH:(Street name,dimensions of lot,exact locations of test holes&perc tests,locate wetlands in proximity to hol'cs) Ir- ate. %rent material(Ologic) t) Depth to Berh•ock ]ph to GrouugCater. Standing Water in Hole: Weeping PI'om Pit 1111pe F� Es mated Seasonal High Groundwater 7 I-5 2" 1.s 3 DETEI ARNATION FOR SEASONAL HIGH WATER'I'AI3LE Method Used: rXTeCE-&Dw_t%pck6V1 7 t 3 2 Depth Observed standing in obs.hole; In. Depth to soil mottles: In. Depth to weeping from side of obs.hole: ---In, Groundwater AdJuatment ft. Index Well#. Reading Date:. Index Wei!'ea ��.T___. Ayl;"fhctgr AdJ,tirUuudwaterlVe1 I'EItC®IaATI®1V TEST nett:5-2Y e Observation Hole# Time at 9" tt q Depth of Pere O' 'Jay Time at 6" Start Pre-soak Time @ _ Time(9"-6") End Pre-soak i1 Y�/C ke�fi et��duC[ed �jy' CprYhe✓t E. S%.Y., RSeb(: 2 0�► 5-2d-03> Tesk- 0-5 Cv�ueEe 4y F(tc�toe( PSrrnen4e� ,L-'Z?¢St` Rate Min./Inch3_ y (S2G 0lpsetuatt(,N t t3 5 a (C [� ohe [es1-Pu col�duc�ec{ � CorMert 6. S4+ar ttn 5 2 y-().S e5ea �oectc Site Suitability Assessment: Site Passed Site Failbd: — Additional Testing Needed(Y/N) N Original: Public Health Division Observation Hole Data To Be Completed on Back----------- ***If percolation test is to be conducted within 100' of wetland;you must first notify the Barnstable Conservation Division at least one (1) week prior to beginning. qNs EPTlC\rERCFO RM.DOC DEEP OBSERVATION HOLE LOG Hale# 1 Qy carmen, st,r�y Depth from Soil Horizon Soil Texture Soil Color Soil Other O� Surface(in.) (U3DA) (Munsell) Mottling (Structure,Stones,Boulders. onsistency,36(jravel) UY'r 12_3(. (� 1UYr 5/4 _ DEEP OBSERVATION HOLE LOG Hole# 2 + 3 �oy 14dt&.t ec~w Depth from Soil Horizon Soil Texture Soil Color Soil Other on y-2 —1 4 Surface(in.) (USDA) (Mansell) Mottling (Structure,Stones,Boulders. Consistency,% ravel `t_t 2- L -S 311- 12-3(0 �3 L5 OY�s-ho _ ed,-Coarse 2—57 6 so�td . DEEP OBSERVATION DOLE LOG Hole# Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(iu.) (USDA) (Muosell) Mottling (Stricture,Stones,Boulders. Consistency.%O e DEEP OBSERVATION DOLE LOG Hole# Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stories,Boulders. Cons' ten a Flood Insurance Rate Man: Above 500 year flood boundary No_ Yes Within 500 year boundary No Yes Within too year flood boundary No:✓ Yes Depth 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? Y e-S If not,what is the depth of naturally occurring pervious material? Ceftification I certify that on -2,74? (sate)I have passed the soil evaluator examination approved by the Department of Environmental Protection and that the"above analysis was performed by me consistent with . the required training,expertise a experience described in 10 CMR 15.017. Signature Date Y QASEP nC\PERCPORM.DOC Commonwealth of Massachusetts Title 5 Official Inspection Form o Subsurface Sewage Disposal System Form-Not for Voluntary Assessment. ` Q 33 Uncle Willies Way �e V Property Address unk Owner's Name �- Hyannis MA 02602 5/14/08 / b' �p City/town State Zip Code Date of Inspection Inspection results must be submitted on this form. Inspection forms may not be altered in any way. A. General Information I 1. Inspector: Frank Nunes III Name of Inspector saa Company Name 25 Deer Ridge Rd Company Address Mashpee MA 02649 CitylTown State Zip Code 598.272.6433 Telephone Number B. Certification I certify that I 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 ❑ Fails ❑ Needs Further Evaluation by the Local Approving Authority = f i asi �a r 5/14/08 l Inspector's Signatu Date The system inspector shall submit a copy of this inspection report to the Approving `uthority '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 shalpsubmit 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. ****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. I b� f Commonwealth of Massachusetts Title 5 Official Inspection Form Subsurface Sewage Disposal System Form-Not for Voluntary Assessments ..' 33 Uncle Willies Way Property Address unk Owner's Name Hyannis MA 02602 5/14/08 Cityrrown State Zip Code Date of Inspection B. Certification (cont.) Inspection Summary: Check A,B,C,D or E/always complete all of Section D A) System Passes: ® 1 have not found any information which indicates that any of the failure criteria described in 310 CMR 15.303 or in 310 CMR 15.304 exist. Any failure criteria not evaluated are indicated below. Comments: Pumping suggested every 2-3yrs to prolong the life of the system 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. ❑ The septic tank is metal 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: ❑ Observation 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 Commonwealth of Massachusetts Title 5 official Inspection Form Subsurface Sewage Disposal System Form-Not for Voluntary Assessments 33 Uncle Willies Way Property Address unk Owner's Name Hyannis MA 02602 5/14/08 CityrFown State Zip Code Date of Inspection B. Certification (cont.) C) Further Evaluation is Required by the Board of Health (cont.): ❑ The system has a septic tank and SAS and the SAS is less than 100 feet but 50 feet or more from a private water supply well**. Methodt determine i used o dete e distance: **This system passes if the well water analysis, performed at a DEP certified laboratory, for coliform bacteria indicates absent 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: 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 ❑ ® Static liquid level in the distribution box above outlet invert due to an overloaded or clogged SAS or cesspool ❑ ® Liquid depth in cesspool is less than 6" below invert or available volume is less than Y2 day flow ❑ ® Required pumping more than 4 times in the last year NOT due to clogged or obstructed pipe(s). Number of times pumped: ❑ ® Any 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 water supply. 4 Commonwealth of Massachusetts Title 5 Official Inspection Form Subsurface Sewage Disposal System Form-Not for Voluntary Assessments M , y 33 Uncle Willies Way Property Address unk Owner's Name Hyannis MA 02602 5/14/08 City/Town State Zip Code Date of Inspection B. Certification (cont.) D) System Failure Criteria Applicable to All Systems(cunt.): Yes No ❑ ® Any portion of a cesspool or privy is within a Zone 1 of a public well. ❑ ® Any 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 fecal coliform bacteria indicates absent 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 and chain of custody must be attached to this form.] ❑ ® The system is a cesspool serving a facility with a design flow of 2000gpd- 10,000gpd. ❑ ® 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. For large systems, you must indicate either"yes"or"no"to each of the following, in addition to the questions in Section D. 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 II 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. Commonwealth of Massachusetts Title 5 Official Inspection Form Subsurface Sewage Disposal System Form Not for Voluntary Assessments 33 Uncle Willies Way Property Address unk Owner's Name Hyannis MA 02602 5/14/08 Cityrrown State Zip Code Date of Inspection C. Checklist Check if the following have been done. You must indicate"yes" or"no"as to each of the following: Yes No ❑ ® Pumping information was provided by the owner, occupant, or Board of Health ❑ ® 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? ❑ ® Have 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? ® ❑ Were all system components, excluding the SAS, located on site? ® 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? ® a 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: ® ❑ 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(5)] Commonwealth of Massachusetts Title 5 Official Inspection Form Subsurface Sewage Disposal System Form-Not for Voluntary Assessments 33 Uncle Willies Way Property Address unk Owner's Name Hyannis 7 MA . 02602 5/14/08 Citylrown State Zip Code Date of inspection D. System Information Residential Flow Conditions: Number of bedrooms(design): unk Number of bedrooms(actual): 3 DESIGN flow based on 310 CMR 15.203 (for example: 110 gpd x#of bedrooms): 330 Number of current residents: 0 Does residence have a garbage grinder? ❑ Yes ® No Is laundry on a separate sewage system?[if yes separate inspection required] ❑ Yes ® No Laundry system inspected? ® Yes ❑ No Seasonal use? ❑ Yes ® No Water meter readings, if available(last 2 years usage(gpd)): Sump pump? ❑ Yes ❑ No Last date of occupancy: unk Date Commercial/Industrial Flow Conditions: Type of Establishment: Design flow(based on 310 CMR 15.203): Gallons per day(gpd) Basis of design flow(seats/persons/sq.ft., etc.): Grease trap present? ❑ Yes ❑ No Industrial waste holding tank present? ❑ Yes ❑ No Non-sanitary waste discharged to the Title 5 system? ❑ Yes ❑ No Water meter readings, if available: Last date of occupancy/use: Date Other(describe): Commonwealth of Massachusetts Title 5 Official Inspection Form Subsurface Sewage Disposal System Form-Not for Voluntary Assessments yr. 33 Uncle Willies Way Property Address unk Owner's Name Hyannis MA 02602 5/14/08 City/Town State Zip Code Date of Inspection D. System Information (cont.) General Information Pumping Records: Source of information: no pumping per realtor Was system pumped as part of the inspection? ❑ Yes ® No If yes,volume pumped: gallons How was quantity pumped determined? Reason for pumping: Type of System: ® Septic tank, distribution box, soil absorption system ❑ Single cesspool ❑ Overflow cesspool ❑ Privy ❑ Shared system (yes or no) (if yes, attach previous inspection records, if any) ❑ Innovative/Alternative technology. Attach a copy of the current operation and maintenance contract(to be obtained from system owner)and a copy of latest inspection of the I/A system by system operator under contract ❑ Tight tank. Attach a copy of the DEP approval. ❑ Other(describe): Approximate age of all components, date installed (if known)and source of information: 2005 per as built Were sewage odors detected when arriving at the site? ❑ Yes ® No r Commonwealth of Massachusetts Title 5 Official Inspection Form Subsurface Sewage Disposal System Form-Not for Voluntary Assessments yy 33 Uncle Willies Way Property Address unk Owner's Name Hyannis MA 02602 5/14/08 Citylrown State Zip Code Date of Inspection D. System Information cont. Y (cont.) Building Sewer(locate on site plan): Depth below grade: 18"feet Material of construction: ❑ cast iron ®40 PVC ❑ other(explain): Distance from private water supply well or suction line- feet Comments(on condition of joints, venting, evidence of leakage, etc.): Septic Tank(locate on site plan): 1' Depth below grade: feet Material of construction: ® concrete ❑ metal ❑fiberglass ❑ polyethylene ❑other(explain) If tank is metal, list age: years Is age confirmed by a Certificate of Compliance? (attach a copy of certificate) ❑ Yes ❑ No -------------------------------------------------------------------------------------------------------------------------- Dimensions: 1000g Sludge depth: 41- Distance from top of sludge to bottom of outlet tee or baffle >121 Scum thickness 3" >211 Distance from top of scum to top of outlet tee or baffle „ Distance from bottom of scum to bottom of outlet tee or baffle >2 How were dimensions determined? measured Commonwealth of Massachusetts Title 5 official Inspection Form Subsurface Sewage Disposal System Form-Not for Voluntary Assessments 33 Uncle Willies Way Property Address unk Owner's(dame Hyannis MA 02602 5/14/08 City/Town State Zip Code Date of Inspection D. System Information (cont.) Tight or Holding Tank(cont.) Dimensions: Capacity: gallons Design Flow: gallons per day Alarm present: ❑ Yes ❑ No Alarm level: Alarm in working order: ❑ Yes ❑ No Date of last pumping: Date Comments(condition of alarm and float switches, etc.): "Attach copy of current pumping contract(required). Is copy attached? ❑ Yes ❑ No Distribution Box(if present must be opened) (locate on site plan): Depth of liquid level above outlet invert level w/the_bottom of the pipe 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.): D-Box is 2' below grade and no adverse conditions exist at this time Pump Chamber(locate on site plan): Pumps in working order: ❑ Yes ❑ No Alarms in working order: ❑ Yes ❑ No Commonwealth of Massachusetts a.ONO Title 5 Official Inspection Form Subsurface Sewage Disposal System Form-Not for Voluntary Assessments 33 Uncle Willies Way Property Address unk Owner's Name Hyannis MA 02602 5/14/08 Cityrrown State Zip Code Date of Inspection D. System Information (cont.) Comments(note condition of pump chamber, condition of pumps and appurtenances, etc.): Soil Absorption System (SAS)(locate on site plan, excavation not required): If SAS not located, explain why: Type: ❑ leaching pits number: ® leaching chambers number: 5 infiltrators per as built ❑ leaching galleries number: ❑ leaching trenches number, length: ❑ leaching fields number, dimensions: ❑ overflow cesspool number: ❑ innovative/alternative system Type/name of technology: Comments(note condition of soil, signs of hydraulic failure, level of ponding, damp soil, condition of vegetation, etc.): Bottom of SAS is approx. 4'6". No adverse conditions at this time Commonwealth of Massachusetts Title 5 Official Inspection Form Subsurface Sewage Disposal System Form-Not for Voluntary Assessments M 33 Uncle Willies Way Property Address unk Owner's Name Hyannis MA 02602 5/14/08 City/Town state Zip Code Date of Inspection D. System Information (cont.) Sketch Of Sewage 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 feet. Locate where public water supply enters the building. lJ a 3co Commonwealth of Massachusetts Title 5 official Inspection Form Subsurface Sewage Disposal System Form-Not for Voluntary Assessments w 33 Uncle Willies Way Property Address unk Owner's Name Hyannis MA 02602 5/14/08 Cityrrown State Zip Code Date of Inspection D. System Information (cont.) Site Exam: ❑ Check Slope ❑ Surface water ❑ Check cellar ❑ Shallow wells Estimated depth to high ground water: >20' feet Please indicate all methods used to determine the high ground water elevation: ❑ Obtained from system design plans on record If checked, date of design plan reviewed:. Date ❑ Observed site(abutting property/observation hole within 150 feet of SAS) ❑ Checked with local Board of Health-explain: ❑ Checked with local excavators, installers-(attach documentation) ® Accessed USGS database-explain: You must describe how you established the high ground water elevation: GW depth based on USGS maps and surveys Y TOWN OF BARNSTABLE °LCC TIG QI Z f- e UMN-At..1 SEWAGE # a�� VIL AGI �-�`'0.-1 ASS SSOR'S MAP & LOTZ- —iy9 INSTALLER'S NAME&PHONE NO. SEPTIC TANK CAPACITY aof 0 6 LEACHING.fACILTTY: (ype) �!!.� (size) NO. OF BEDROOMS BUILDER OR OWNER Psf`•�aJ`�l� PERMUDATE: COMPLIANCE DATE: 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 Wedind and Leaching Facility(If any wetlands exist within 300 feet of leaching facility) Feet Furnished by � - a � � � �� r- � .. .� � � � �� � � � � K f-�.�. � p v� � �. � � � C� e a - . ` � � .,. Q Y �`� � � � 1 � l—�'` �.. , , v� b� _ No. ��U I e)" ( Z Fee THE COMMONWEALTH OF MASSACHUSETTS } Entered in computer: Yes PUBLIC HEALTH DIVISION -TOWN OF BARNSTABLES MASSACHUSETTS 01pplication for 33iiopoof *paem Cone uttiion Permit Application for a Permit to Construct( . j Repair Upgrade( )Abandon( ) ❑Complete System individual Components Location Address or Lot No. ?�� ��ai e I 1\2.,_5 We Owner's Name,Address and Tel.No. Assessor's M ap/Parcel C�9a d Installer's Name,Address,and Tel.No. Designer's Name,Address and Tel.No. Type of Building: Dwelling No,of Bedrooms Lot Size W. sq.ft. Garbage Grinder A/4 Other Type of Building No.of Persons Showers(LX Cafeteria(Vl� Other Fixtures L.Clu cl"X,. la k9,0 S O-1k Design.Flow t3 3a gallons per day. Calculated daily flow gallons. Plan Date t"I I Number of sheets Revision Date Title Gk sAnm QpP� Size of Septic Tank �_,Kys-r. i n6cr c Q3 r1� Type of .A.S. /Ni=r t_; MP.Toe- `T2ga,3e" Description of Soil Nature of Repairs or Alterations(Answer when applicable) �4 Q�1 Dylc 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 provisio s of Title 5 of the Environmental Code and not to place the system in operation until a Certifi- cate of Compliance has been iss this Bo Health. Signed0 Date Application Approved by _ G:__ Date � Application Disapproved fo a following reasons Permit No. U 0 Date Issued I o� - a'� � `r , No.- " - >2 G` .- o, Fee lQo " THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: Y Yes PUBLIC HEALTH,DIVISION -TOWN OF BARNSTABLES MASSACHUSETTS 01pprication for Mie;pont p5tem Construction Permit Application for a Permit to Construct( . )Repair)Upgrade( )Abandon( ) El Complete System Xindividual Components Location Address or Lot No. r1 c\-e (,J 11 e S W a.ti Owner's Name,Address and Tel.No. Assessor's Map/Parcet ��' - a a ?�d Installer's Name;Address,and Tel.No. Designer's Name,Address and Tel.No. G 48- Sisk 0 53g -19UG Type of Building: Dwelling. No.of Bedrooms Lot Size lb,t_rc� sq.ft. Garbage Grinder(44 Other Type of Building Amg No.of Persons Showers(L,�' Cafeteria(t/) Other Fixtures `Sink i _ Design Flow �J 3o gallons per day. Calculated daily flow 33 -gallons. -""'Plan Date 6,5 Number of sheets !� Revision Date --� TitlePN c v ` Size of Septic Tank �C xt�-s-, i n Ass r. k-rt, t� Type of S1.A.S. Description of Soil ` tZ�.S r As, c ,. r Nature of Repairs or Alterations(Answer when applicable) 5a - l I 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 issuedd by this Board of Health. Signed 11 rr/, ,!°l1`. lJ{�� Date(!� Application Approved by lYA ~ Date_CO Application Disapproved fo he following reasons Permit No. ()a C"-� �L,/q Date Issued 6. THE COMMONWEALTH OF MASSACHUSETTS BARNSTABLE, MASSACHUSETTS Certificate of Compliance vol;ns. _ THIS IS TO CERTIFY, that the On-site Sewage Disposal System Constructed ( )Repaired ( )Upgraded ) Abandoned( )by Ilk _ A-11 r at . )P TA)1)f �_ f r) 4 has(been constru ted in accordance with the p ovi.ions of Tye 5 and the for Dispo al System Construction Permit No. 2Oo IC_- dated 0 Installer! �P11J / Designer 0 _ The issuance of this permit shall of be co strued as a guarantee that th syst it fu,ction as de ' ned. Date Inspector. No. U Cam— r)Q Fee A00 — THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION = BARNSTABLES MASSACHUSETTS Mi5po.5ar 6p5tem Con.5truction permit Permission is hereby granted to Construct( )Repair((( )Upgrade Abandon Abandon( ) System located at �.� lnf r 1 (�t 'S XJ .C.! 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 pr in lit . Date: ! /t 5 _Approved by - r t C7` r" 9/16/03 Notice: This Form Is To Be Used For the Repair Of Failed Septic Systems. Only PERCOLATION TEST AND SOIL EVALUATION EXEMPTION FORM hereby certify that the engineered plan signed by me dated concerning the property located at S i �\�R s W CIA meets all of the, following criteria: �A- 5 • This failed system is connected to a residential dwelling only. There.are,no.commercial or business uses.associated with the,dwelling. • The soil is classified as CLASS I and the percolation rate is less than or equal to 5 minutes per inch. The applicant may use historical data to conclude this fact or.may conduct deep test holes and percolation tests at-the site without a health agent present. • There is no increase in flow and/or change in use proposed • There are.no variances requested or needed. • The bottom of the proposed leaching facility will be located no less than five feet above the maximum adjusted groundwater table elevation. [Adjust the groundwater table using the. Frimptor method when applicable] Please complete the following:', A) Top of Ground Surface Elevation(using GIS information) J B) G.W._Elevation O`'o +adjustment for high G.W. DIFFERENCE BETWEEN A and B dQ CP SIGNED : DATE: % los NOTICE Based upon the'above information-,a repair permit will be issued for bedrooms maximum.. No additional bedrooms are authorized in the future without engineered septic system plans. gASeptic\percexemp.doc tiPf•� Permit Number: Date: Completed by: HIGH GROUNDWATER LEVEL COMPUTATION Site Location: `% WCm Lot No, Owner; to e �s�r�c��-.^� Address: Contracr:or: � rx Address:- - Notes: V , STEP 1 Measure depth to water table tonearest 1/10 ft, s ,a.............................................................................. .Date ()..� � mon /day/year STEP 2 Using Water-Level Range Zone and Index Well Map locate site and determine: OA Appropriate index well,,,,,,,,,,,,,,,,,,,,,, OB Water level range zone ....:.................. ...............:................. STEP 3 Using monthly report "Current Water Resources Conditions" determine current depth to a water level for index well :.,;.,,:,,,,,,,,,,;;,,,,,.. 4t, • mont /year STEP 4 Using Table of Water level Adjustments „ for index well (STEP 2A), current depth to water level for index well (STEP 3), and!water•level zone (STEP 2B) ' determine water-level adjustment ............... .............. . STEP 5 Estimate depth to.high water ' by subtracting the water• level adjustment,(STEP 4) from measured depth to water level at site (STEP 1) ................................... .................................................. " Figure 13.--Reproducible computation form, U,7 oniaS . Geiler, Director Public Health Division Thomas McKean,Director 200 Main Street,Hyannis,MA 02601 Office: 508-862-4644 Fax: 508-790-6304 Installer& Designer Certification Form Date: 6113105 Designer: Shay Environmental Services Inc Installer: Robert Septic Services_ Address: P.O. Box 627 East Falmouth Address: 5 Trenton Street NLA 02536 Yarmouth MA On 6/07/05 Robert Septic Service was issued a permit to install a (date) (installer) septic system at 33 Uncle Willey's Way H annis MA based on a design drawn by (address) Shay Environmental Services Inc _ dated (designer) Ma 29, 2005 XX I certify that the septic system referenced above was installed substantially according to the design, which may include minor approved changes such as lateral relocation of the distribution box and/or septic tank, I certify that the septic system referenced above was installed with major changes (i.e. greater than 10' lateral relocation of the SAS or any vertical relocation of any component of the septic system) but in accordance with State & Local Regulations. Plan revision or certified as-built by designer to follow. CARMEN a E. �a (I let ignature U SHAY cn No. 1181 GIs TP_ 'NI TA (Designer's Signature) (Affix Designees Stamp Here) PLEASE .RETURN TO BARNSTABLE PUBLIC HEALTH DIVISION. CERTII�ICATE Off' COM LIANCE WILL NOT BE ISSUED UNTIL BOTH THIS FORM AND AS- BUILT CARD ARE RECEIVED BY THE BARNSTABLE PUBLIC HEALTH DIVISION- THANK YOU. Q:Hc®lth/Scptic/Dcsigncr Certification Fo►n MAY-23-2002 THU 07:21AM ID: PAGE:2 L-0'CATION SEWAGE PERMIT NO-bo � iT G UU/C �i✓rt � wl' VIUAGE' INST LLER'S NAME b AD RESS s OAARAW� ® U U D E R OR OWNER &4- AA6Rr DATE PERMIT ISSUED DATE COMPLIANCE ISSUED �.. l � #79 i., (��. _- -' Fizz.. No...........(, --------- - _ __ ............... THE COMMONWEALTH OF M;kSSkCAUSETTS BOAR® OF HEALTH TOWN OF BARN STABLE 7 Appliration for Diipnia1 Works Tilmitrnrtinn Prrutit Application is hereby made for a Permit to. Construct (x ) or Repair ( ),an Individual Sewage Disposal System at Uncle Willie's Way ...Lot 6 ............... 0. ........ .......... .... ............•..... .....---••--•••••...... ....... ... Coca ddress r Lot No. caner Add ss W ",{ .... .. ....... ..........: l= �L1t.4.!"1L.r�. . 1.4 Installer;�� Address d Type of Building 10,000 q. Size Lot......... . . . ._S feet Dwelling—No. of Bedrooms...............3..........................Expansion Attic ( ) Garbage Grinder ( ) Other—T e of Building No. of person&...........G-------------- Showers — Cafeteria a Other fixtures ..............`....--...... W Design Flow..........5-5.............................gallons per person per day. Total daily flow..................3.3-0..................gallons. WSeptic Tank—Liquid capacity.l000gallons Length Width.4.'.-.10"Diameter---------------- Depth.5.'--.1". x Disposal Trench—No..................:.. Width.................... Total Length.................... Total leaching area....................sq. ft. Seepage Pit No.....-.1-------. . Diameter......1�.�-:.... Depth belo inl t6.'-_Q......__ Total leaching area...2.67......sq. ft. }� I`�y,_ z Other Distribution box (x) Dosing tank ( ) o - �'/�'L' /- 2 '-' Percolation Test Results Performed bycaPe-.Cod---Sur:Vey.._.QQRa llt4ntsDate.aa11_s__.2.]-,_--_ Test Pit No. 1------2.......minutes per inch Depth of Test Pit----12.......... Depth to ground water........none-..-. (� Test Pit No. 2................minutes per inch Depth of Test Pit.................... Depth to ground water........................ -------------------- -------------------------•----------•---------------------••••............---•••-•...--••••-•---••.......----....................---•- Description of Soil.---••---......._, ..w9od.._,I aaM.....Q.,.7.- ..Q....s ub,% .JL1...--2....Q.-4...D-_.med-.....yre.LlQsa...---- v -sand 4,.Q--�.O.,.Q_...�.sand...w/sus v�l, 10._-Q=12...0...med.....white.....•--------- W -------------------------------------- sand.---------------------------------•-----------•-----------------------------------.-------------•-•---•---•------•----••--•----- x �P�,tN�f-iYjgs U Nature of Repairs or Alterations—Answer when applicable------------------------------------------------------------------------ --ba.. .......... s Agreement: The undersigned agrees to install the aforedescribed I ual Sew isposal System in o darY the provisions of iIT?, . 3741 o.2 p 5 of the State Sanitary Code—The nde ig d furthe agrees not to plac stem Ir�4 operation until a. Certificate of Compliance has is ed by th bo r of healt 'i� �� TE Signed............................. •---------•-•--- ............................. •.... ......... Da ApplicationApproved By............................................................... ................ -----..... ------------••-•-------- ............... Date Application Disapproved for the following reasons---------------------------------------------------------------•-------------------------•---•-------------_...-- ....---••-----...••••------••-•------•---•--•......................•-------------._...•-•--•-•••--------•-••--•------••-••------------•-----------------------••••----•--•--------•------------•••-•--- Date PermitNo--------------------------------------------------------- Issued....................................................... Date i y 1 -No........... P__ :.... FEs. . as.....:......... ........... THE COMMONWEALTH GAF MASSi CAUSETTS BOARD OF HEALTH TOWN OF BARNSTA13LE AppltrFatton for DtsnooFal Works Tongtratrtton ramit i Application is hereby made for a Permit to Construct (X) or Repair ( ) an Individual Sewage'.Disposal System at: 4 Uncle Willie 's Way________• Tics} 6 .... .......................••--- ----- ---•-••-_... _ ...._•---_... ------------•-•------•-••---• LocaCtbn Address Pwr Lot No ---- 'ww•r -e ETA a�fr. •4 .r.... y�..�_..... .......................• caner Addr M Installer Address d e of Building Size Lot.........P_s P 0 fl Sq. feet U a Dwelling —No of Bedrooms...... 3..........................Expansion Attic Garbage Grinder......... Other—Type of Building •---•--•--.... -•__..... No. of persons............6.............. Showers (( ))( ) Cafeteria 04 Other fixtures .----•----------------------------------------•--. --' . W Design Flow..........55............................gallons per person per day. Total daily flow..........-.._._._3QQ.................gallons. WSeptic Tank—Liquid capacity.. OQ0gallons Length$=6."_ Width_ '_n1. °'Diameter.__________-•:-• Depth. .r—A x Disposal Trench—No. .................... Width.................... Total Length.................... Total leaching area....................sq. ft. Seepage Pit No........ ----------- Diameter......Z0!..... Depth belo} inlet.'"Q_"._._.. Total leaching area....2.0.......sq. ft. z Other Distribution box ( X) Dosing tank ( ) 0 �G - /. a 7. 7 F - Percolation Test Results Performed b3CAAe... aa._.%xrVey_-jZQy16.UJLt�tSDate.jAn...__2_�_x.._IU U.8.. aTest Pit No. I......2.......minutes per inch Depth of Test Pit....Z.......__ Depth to ground water--------r�one.__. Test Pit No. 2...............minutes per inch Depth of Test Pit.................... Depth to ground water........................ R.4 . O Description of Soil.........Q`-.0-J... ood... aam...... ...ausa,i l,_.._':i..0_-9-.•0-_-medl.....Yellow______. V .------------------•--•---------------•---`� iC 9 ` ...Q- 4!_.Q...Fi_�3nd...w/S�_m3Yel..-...1O. Q_r.12...0..Ate.C�.,....1'1.� li te.. �Tt{'flF Z ............................ .aiac --------------------------------------------------------.._..-------------------=--------------------------------------.........-- =-aa``. ----. MAs�90 U Nature of Repairs or Alterations—Answer when applicable.-.____________________________•-----.--•--____-----•-----•-----•.-----•.-• o......RQ T ti Agreement: No 3741 The undersigned agrees to install the aforedescribed Individual Sewage Disposal System in acco wlth .w the provisions of TITI is 5 of the State Sanitary Code— The undeefsigppnetrfurthe?,agrees not to place th o c i�� � operation until a Certificate of Compliance has a is ed by the-boardtof health oNALEN Signed.....== �t >'� ... Application Approved By.... ........................................ ."� Dat� W ......._.... ----•-••-••••----•--•--•................ Date Application'Disapproved for the following reasons:----•---------------•-----•-----••-•---•• -----------------••--------------------------------•--•........_.._ --------------------------------------------•-------•-----...--------------=---...-....----••-------•-•--•••--•-•-•-----•-----•---•------•••------••--••--••--------•-----••--------•---•-•--•••-------- Date PermitNo......................-------•-------------------------- Issued....................................................... Date THE COMMONWEALTH OF MASSACHUSETTS. BOARD OF HEALTH F1 / ..........ti.....O F....... Sa...�-- . .................................................. Trrttf'r r of Tnntnti attrr T T CE i TIFY, T a the vidua ewage Disposal System constructed ( Al"or Repaired by--- + ................ -•- at."-- -•-�j�Sa��¢�Q ' --'ir'__'__ ....Inst-le,;i. - ----�iF•- -•- >�r+ -�---•-- -- --�---- has een installed in accordance with the provisions of T T /5 of The State Sanitar Co e as escribed in the application for Disposal Works Construction Permit No. l dated-....' ^ f "�' 2 - THE ISSUANCE OF THIS CERTIFICATE SHALT. NOT BE CONSTRUE® AS A GUARANTEE THAT THE SYSTEHA VILL FUN TION SATISFACTORY. . _ 0i-•----•-_----- - =DATE... ......... = Ins _ . ............... THE COMMONWEALTH OF MASSACHUSETTS BOARD O HEALTH /Q .................. .... .OF.......... ... .. j_.........................._......•.......... 2 NO...._..... ......... FEE.......:: .......... Btgioii IVAk1i CV, tnut prjmtt Permission is reby granted—... --- - to Constr or R air ( ) an I ry l Sevc ge Disposal stem ��� � j`' T'7dr e e 44-;t as shown on the application for Disposal Works Construction Peflnit Dated_._A._: �...7�_____.._.._. { �� r-------•----------------••--------— i card of Heal g � �- �� DATE.---•�---=•---�'---------•----------------•------------------------_..--••---• >- FORM 1255 HOBBS & WARREN. INC., PUBLISHERS MMMMMMMMMMMMMMM _ EMMMMM■MMMM■M IN MMMMMM■MMMMMMM■ . ■■■■■■■ ■M ■■ EEOMOM■MMMO . MMMMISSM MEE ■■,, MEMO MEMEMMEMEM■■MEMO■■■ M MENNEN Moo 0 NONE. MENEM MOMMEMEM No EMEMEMIN MEN MENNEN MENOMONEE IMMEMMEN ON MM o"ARNME me Ant No ■ EEO _ . MEMEMEME■M■EMME o E■ ONE: EEO ■■ ■Mc�M ■EME■ MMMEME■OMM■ME IEW0,011MMEMME■ MEMEMEM■MMOMMEMOMMEMMMM ■E M■_ OMMEMEN■M ®�EMEEM■MEN M MM■ ■MMEMMMM MM■ MONOMERa ME■ MOMMEMEM MEMMEMEMEMEM■ ■ ■■ MMEMEMEME■ MEM MM■MMM MENMEMEMMOMMOMME No No ben MEMMEMEMM MEN E MM a , ■ E Sm � M■MEMOINN ■ME M■ ■ EO EM MEO ■M r _ ■■v■■■EME MEI MOM No MEMO MM MMM■ ME■E■E Mom ■ EMEMMEMME mom ll'ol-MEMEME "ll ON ■■■M■■MMM � ME ■■ ■ MMM ■ MMEME MOM ■■ ME■■M■■■■ - Mom __ __MEM0000EMM MM MM fit lum r M OO MOOP1 RonUEMMMII ■M MIMEMMEME■M ► MMEMMMMMMMEE■ EMMMEMMEM M► M■■MMEMEMEM■ M � MEMO ��Me MEMMMMMEREMMMM ■ ■ EMM M MMEMMEerIMaMMM■■ MMOMMMEE MOOMOOEOMSOM E■MMMM ■ MMMMOMn M■EM ■MEME ■ ■ MEMEMMMEM■MEMEM■ s OMEMEM ME NONE MME■MEMEMEME■MEM MEMEMEMO■ME■ ME■■E■MMMMMMMMMMMEMMMMMMM_Mn�.�_NJ �Iw w �c t-v �- � Sao �I • ` p r 80IL L08 ♦)(NidU C �4VA/,LUx woo9 /00. �i 2';.PEASTONE • .-LOAM B FILL-' 12"MAX. Lo•••y 9g•9 / (� . r SV I( 1 -• r�•�.• E sO.L 9B•� • o o o U 0 OD I n1 E� T4!'CA DIST. / 1, o ° 1 BOX I .° ,' ° o°o.tcc yE� 9L• G MIN. 1000 1000 -1, °24"OIN.e 7-�v• _ I, � � ° — GAL. d• o e� g GAL. PRECAST OR SEPTIC 6 , o ° BLOCK ° 0 I QJ TANK 1,'.°° o ° SEEPAGE PIT a' •o o ,• . ° e� lie, • 0 0 ° o � 90•G Io p o° 0 0 0 ^c4 20' ' MINIMUM °o°• •o _ _ - 01 Tr FOUNDATION ID �B• _ I %:" WASHED STONE l l EL2VATIOb SKETCH r' 10 P(MG. PATQ SCALE: I"= 4' TEST BY : c.c•e_w ri^te- Mi'N,*c,ccx S&W TOWN INSPECTOR c ,� Ti. • �/ - �, r r. �T'rccd6.Tu•� BACKHOE OPERATOR ,5".••1or.��,✓ /�� ' q•e% �A � Lam-�7'a(S E3�/ •�•✓ TEST MADE ON . _lon/ Z7. /97A i4c�-ci�w-G.� .c'.etc_b ,.�'c..•+e a•aary a� _J,a� �'� >9 7 g ' S [ I 0C M4S�4c3G ROBERT ow cp^ I �L dgr' ` DAYLOR l No.20108a -- -- * 4-4z / e_ r- -s' r'y� a..N /G/ 73 /v/x 3/ VIP 9 i7�J' I�I'`1 �.��T� ... /e{2 Z � /00• ea �3.r•.,. �(p c6rA+f�. 1.• �'r�iNt21�',9� IOR. o Z. `>�TTca/;Y� At�.E34f* �- lQ' 3-1 a '38.6 WAT�•1Z 91 D E. AFL F•/, c 9.14 Y,t 0 A to S: t 88.4 � I 11210 � ° I- ral.ry I tt"AX' VE *t4 r-4Cyh•+ PAL. C7lr✓w4w 2 n�t N,� I PI 1✓k �C?.'T t BBB' X Z.5 r 4,71,z5 /� ez�� /a3• a 0 t. ARC► i"h�-c�V1D�_ ,� 1.li?y(fz.�-•d2. �+ '� 4 t �• � in/v.= 3o - I\ • _SOdC GAL.Y IOa ELEVATION SCHEDULE PROPOSED SITE FLAW I. INV. AT FOUNDATION /oo.3c G EVAOU SY0720 DE ON 2: 1 NV. INTO SEPTIC TANK t00.05 . IN 3. 1 NV. OUT OF SEPTIC TANK ' /�/'��./..,ss �"Yrdi°�3 ►.fir 4. INV. INTO DISTRIBUTION• BOX = "!Q'7 SCALE: I"=Zo' 197$ H�tt1OF 5. INV. OUT OF DISTRIBUTION BOX 9 �;^' ti� 6. INV INTO SEEPAGE PIT = CAPE COD SURVEY CONSULTANTS" F. `4 ` " v Da)vLOR w� ROUTE 132 A No 13741 O 7. -BOTTOM OF PIT = �3' _ HYANNIS,MASS. Q 0Ft` Q. A DIVISION BOBTON SURVEY._CONSULTA NTB, INC. 8. BOTTOM OF STONE LAYERVP 1 *NOTE: ALL PIPES ARE TO BE 4" SCHEDULE 40 P.V.C. 10' min. from- SECTION A -A ALL OUTLET PIPES FROM THE se to Sept 1- 12' k_1 Existing Foundation h.. septic ton DISTRIBUTION BOX SHALL SE Septic tank covers must be D-BOX cover must be PROFILE VIEW OF ADDITION TO LEACHING SYSTEM SET LEVU FOR AT LEAST 2 FT CONCRETIE COVER TOP OF FOUNDATION ELEV. 100.00 (Assumed) thin w 6 in. of finished grade within 6 on. of finished grade --Grade over Septic Tank 9900 Grade over D-Box 99.00 v-Grade over SAS 99.00 3" of 1/8" -- 112" Washed Peostone- 3 5' OUTLET /T\ KNOCKOUTS --3/4" to 1 1/2 Washed Crushed Stone W - ----- OUTLET 1 2. "ET ---------- PVC (CAPPED) INSPECTION BE 4 PORT TO BE ADE \3 HOLL H--IU I A 3 Maximum Cover Top OF System- Elwv. -96.58 O a' t EXIT. 5-0.01 or Greater or EXIST, PIPE o u') 1,000 CAL. r- 0 33' 4" SCH. 40 FROM EXIST. FOUNDATION SEPTIC TANK Ln t Effwtlw Depth .75 0 Ch r, PLAN SECTION CROSS-SECTION H-10 CONCRETE FULL FOUNDA >. to hits 6.25' 30' a, 0.83' (10 inches) > a, n - 1 0 1 Co 0 6 not 3/4"-1 1/2' (D it > 6 C� 3 HOLE H-10 DISTRIBUTION BOX SYSTEM PROFILE V in c compacted stone a) NOT TO SCALE ch Not to Scale A wun 0:4V RfW kxk*�t "wv&NAA NATR 4' 4' Effective Length 3 SOIL ABSORPTION SYSTEM (SAS) 6 in.of 3/4"-1 112' 0 -6 GENERAL NOTES compacted stone < Effective Width INFILTATROR HIGH CAPACITY (H-20 LOADING)/ GEORGE O'BRIEN 0 NOTE: ALL COMPONENTS MUST HAVE RISERS TO WITHIN 6" BELOW GRADE 1 0 1. Contractor is responsible for Digsate notification, Verification of Utilities 0 M (OR EQUIVALENT) Not to Scale and protection of all underground utilities and pipes. Z Bottom of Test Hole I Fiev=88 00 NOTE: OVERALL HEIGHT OF INFILTRATOR IS 18" /EFFECTIVE HEIGHT IS 10" 2. The septic tank and distribution box shall be set Groundwater Observed NONE OBSERVED level on 6" of 3/4"-1 112" stone. 3. Backfill should be clean sand or gravel with no stones over 3" in size. 4. This system is subject to inspection during installation PERCOLATION TEST by Carmen E. Shay - Environmental Services, Inc. 5. The contractor shall install this system in accordance Date of Percolation Test: MAY 24, 2005 1; with Title V of the Massachusetts state code, the approved plan Test Performed By. CARMEN E. SHAY, R.S., C.S.E. and Local Regulations. Results Witnessed By. WAIVER (Per Barnstable B.O.H.) 6. If, during installation the contractor encounters any EXCAVATOR: Unknown soil conditions or site conditions that are different Percolation Rate: Less Than 2 MPI 0 36" from those shown on the soil log or in our design installation must halt & immediate notification be Test Hole made to Carmen E. Shay - Environmental Services, Inc. No. 1 7. No vehicle or heavy machinery shall drive over the DEPTH SOILS ELEV septic system unless noted as 14-20 septic components. 8. Install Tuf-Tite gas baffles or equals on all outlet tee ends. 0 Sandy Loom 9. All Distribution Lines shall be 4" diameter Schedule 40 NSF PVC pipes, 10. All solid piping, tees & fittings shall be 4" diameter 10 YR 312 Schedule 40 NSF PVC pipes with water tight joints. 0"-12' A, 98.00 11. Municipal Water is Connected to ALL OF The Residence and Abutting Sandy Loam Properties Within 150 Feet. 10 YR 5/6 THE PROPERTY LINES ARE APPROXIMATE AND 12'- 36" Be 96.00 COMPILED FROM THE SURVEY PLAN GENERATED BY Medium CAPE COD SURVEY CONSULTANTS OF BARNSTABLE, MA Sand ENTITLED "SITE PLAN OF LOT #6 UNCLE WILLIES WAY, HYANNIS, MA" 2.5 Y 7/4 DATED DATED FEBRUARY 22, 1918 36' 132 C, TEST HOLE #1 AND IS NOT INTENDED TO BE A SURVEY PLOT PLAN -Bf= FLEV.= 99.00 IT SHOULD BE USED FOR NO PURPOSE OTHER THAN loo.00, THE SEPTIC SYSTEM INSTALLATION. EXIST. -37.25' 10 SHED Failed EXISTING LEACH PIT TO BE PUMPED OUT AND FILLED IN PLACE D-Box "t zLeiach Pit - NOTE: ANY STRIPPED OUT SOIL CONTAINING LEACHATF FROM THE EXISTING LEACH PIT TO BE DISPOSED OF AS PER BOARD OF HEALTH SPECIFICATIONS. tXIST. 1000 GAL. THERE ARE NO WETLANDS ARE PRESENT WITHIN 200' OF THE PROPERTY Perc #1 1919 Depth to Perc- 42" to 60" r i 0 01 PTIC TANK 1' Perc Rate= 2 MPi EXIST. L---- J ASSESSORS MAP 292 PARCEL 309 Groundwater Not Observed Deck EXIST. LEGEND No Observed ESHWT Deck ADJUSTED H2O Elev. = None o DENOTES PROPOSED 2-18' DIAM. ACCESS MANHOLES EXISTING 1 04X 11 SPOT GRADE 8' EXIST. 3 BEDROOM DENOTES EXISTING 'GARAGE HOUSE X 104.46 SPOT GRADE #33 PROJECT BENCH MARK TOP OF FOUNDATION PG PROPERTY LINE INLET -f- ....... ........................ .... ELEV. 100.00 (Assumed) _- DO 11 ET ----f96K - PROPOSED CONTOUR THE ACCESS COVERS FOR THE SEPTIC TANK, -97 EXISTING CONTOUR DISTRIBUTION BOX AND LEACHING COMPONENT I LOT #6 SET DEEPER THAN 6 INCHES BELOW FINISHED GRADE SHALL BE RAISED TO WITHIN 6' OF STEEL REINFORCED PRECAST CONCRETE FINISHED GRADE. 10,000 Square Feet L----- DEEP TEST HOLE & INSTALL TUF-TITS GAS BAFFLES OR EQUALS PLAN VIEW < PERCOLATION TEST LOCATION 3-24* REMOVABLE COVERS I I-Z F_ L > 6 FOOT STOCKADE FENCE r I F 100.00 1 3' min. clearance 3" PL ------ INLET--E-= min. inlet to outlet -it INUET'r I OUTLET P O1 PLAN F a 4 0" min 10 Liquid depth OF PROPOSED SEPTIC SYSTEM UPGRADE PREPARED FOR 4. -10"- KEITH SANDERS CROSS SECTION END-SECTION (40 FOOT RIGHT OF WAY) AT TYPICAL 1000 GALLON SEPTIC TANK # 33 UNCLE WILLIES WAY NOT TO SCALE HYANNIS , MA Design Calculations \A Q 1A PREPARED BY: Number of Bedrooms: 3 Equivalent to 330 Gal./Day (330 Gal./Day Min. per Title V) Garbage Grinder: No E. SffA Y Leaching Capacity Proposed: 330 Gal./Day Minimum (Min. Per Title V) CARMEA7 Septic Tank 2 x 330 Gal./Day = 660 USE EXIST. 1,000 CAL. Septic Tank. VIRONMENTAL SERVICES, INC. SOIL ABSORPTION AREA. Using percolation rate of <2 min./inch NQ Bottom Area: 0.74 gal/sq. ft. x 370 sq. ft. = 273,8 gallons 1:3 O. BOX 627 Sidewall Area: 0.74 gal./sq. ft. x 78 sq. ft. = 58 gallons 0 20 40 EAST FALMOUTH, MA 02536 Providing: 331.80 gallons 4NIT R\l" TEL/F X : 508-539-7966 Use: (5) INFILTRATOR HIGH CAPACITY H-20 UNITS, HAVING A 0.83' (10 INCHES) EFFECTIVE DEPTH, SCALE: 1 "--20' DRAWN BY: CES DATE: JUNE 1 , 2005 TO BE USED WITH 4.0' OF WASHED STONE ON THE SIDES, AND 3.5' OF WASHED STONE SCALE: 1 "=20' ON THE ENDS. NO STONE UNDER. PROJECT#SD753 FILENAME: SD753PP.DWG SHEET 1 OF T.O.F. EL.= 55.1± FINISH GRADE OVER D-BOX= 53.4'+- FINISH GRADE OVER CHAMBERS = 52,9' - 53.7' 3/4"TO SLOPE GENERAL NOTES T PROVIDE EXTENSION RISER REMOVABLE WATER-TIGHT COVER OVER @ 2% MIN. OVER SYSTEM STONENE TO DOUBLE WASHED CROWN OF PIPE 1. UNLESS OTHERWISE NOTED, ALL SYSTEM COMPONENTS AND CONSTRUCTION WITH COVER OVER INLET& RISER TO WITHIN 6"OF FINISHED GRADE 4"SCHEDULE 40 PVC INSPECTION PORT WITH ACCESS FINISH GRADE OUTLET TO WITHIN 6"OF F.G. 2"OF 1/8"TO 1/2"DOUBLE WASHED METHODS SHALL BE IN ACCORDANCE WITH TITLE 5 OF THE STATE ENVIRONMENTAL @ FND. EL.= 53.8 ± F.G. OVER TANK EL. = 54,0'± 5" DIA. OUTLET(S) MIN SLOPE 1% BOX TO F.G. (SEE NOTE 21) STONE OR GEOTEXTILE FILTER FABRIC CODE AND ANY APPLICABLE LOCAL RULES. - �- 2. ANY CHANGES TO THIS PLAN MUST BE APPROVED BY THE BOARD OF HEALTH AND THE �� 9"MIN. � TOP OF SAS= 50.70' P�CCHAMBERSR RISERS ON ALL DESIGN ENGINEER. PROPOSED 4" 9 MIN. WITH /--EXIS INL `� 36"MAX. 3. 4"SCHEDULE 40 PVC PIPE WITH WATER TIGHT JOINTS SHALL BE USED IN DISPOSAL SEWER PIPE SCH.40 PVC 49.87 36 MAX. BREAKOUT EL = 50.37' INLET PIPES TO 6 OF SYSTEM UNLESS OTHERWISE NOTED. SEWER PIPE FINISHED GRADE 6' 3 3" DROP MAX 3„ 9" L-34'+ 4. TO PREVENT BREAKOUT, THE PROPOSED FINISHED GRADE SHALL NOT BE LESS THAN -1 1 " 2 DROP MIN MIN.SLOPE@ I% - PROVIDE WATERTIGHT I o o ELEVATION = 50.37' FOR A DISTANCE OF 15'AROUND THE PERIMETER OF THE SAS. UNLESS A 11 4" PVC IN FROM JOINTS (TYP.) �wP 40 MIL GEOMEMBRANE LINER IS PLACE AT LEAST FIVE FEET FROM S.A.S.AND THE TOP OF , 14 SEPTIC TANK 4"PVC OUT TO O o o O oo THE LINER IS NOT LESS THAN THE BREAKOUT ELEVATION. CONTRACTOR TO PROVIDE O LEACHING FACILITY o0 0 0 Sb 0 5. SLOPE ALL SOLID PIPE AT 1.0% MINIMUM. SPECIFIED DROP BETWEEN „ " oo 0 0 INLET AND OUTLET CONTRACTOR ACTVEROR SIZE 48" CONTRACTOR O FY CONDITSHALLION OF� OUTLET TEE 50.30' M N. 6 50,13' 2' oo o 0 C:) o0 6. THIS SYSTEM IS NOT DESIGNED FOR A GARBAGE DISPOSAL. I o 0 0 0 0o i 7. LOCAL BOARD OF HEALTH AND DESIGN ENGINEER TO BE NOTIFIED PRIOR TO BACK AND CONDITION OF EXISTING TEES GAS BAFFLE 6" CRUSHED STONE o FILLING WHEN SYSTEM IS NEARLY COMPLETE AND READY FOR INSPECTION. SYSTEM IS EXISTING SEPTIC AND REPLACE AS OVER MECHANICALLY o0 0 0 o NOT TO BE BACK FILLED WITHOUT FIRST OBTAINING APPROVAL FROM BOARD OF HEALTH TANK NECESSARY COMPACTED BASE 4.0' 8 5' (TYP) - I 4.0' 1.5' 1.5' AND DESIGN ENGINEER. 5 OUTLET DISTRIBUTION BOX 4.83' 8. ELEVATIONS BASED ON APPROXIMATE M.S.L. DATUM. BENCHMARK ELEVATION OF 56.00, TO BE INSTALLED ON A LEVEL STABLE 42.0' (TYP.) 1 ESTABLISHED ON TOP OF SLIDING DOOR THRESHOLD AS SHOWN ON PLAN. BASE. FIRST TWO FEET OF OUTLET 47.87' GROUND WATER ELEV.= < 42.00' 7 83' i 9. CONTRACTOR SHALL VERIFY ALL UTILITY LOCATIONS PRIOR TO CONSTRUCTION PIPES TO BE LAID LEVEL. i THROUGH DIG-SAFE AT LEAST 72 HOURS PRIOR TO COMMENCING WORK ON SITE AT EXISTING 1 ,000 GALLON CONCRETE SEPTIC TANK 4 - 500 GALLON CHAMBERS 5'MIN' CHAMBER END VIEW CROSS SECTION VIEW 1-888-DIG-SAFE AND ANY OTHER APPLICABLE AGENCIES. REPORT ANY DISCREPANCIES GONTRAC IOR -10 VERIFY EXISTING SEPTIC TANK PROFILE DISTRIBUTION BOX DETAIL TYPICAL CHAMBER PROFILE CHAMBER DETAILS TO THE DESIGN ENGINEER. ELEVATION PRIOR TO ANY WORK & 10. ALL JOINTS WHERE PIPE ENTERS AND EXITS CONC. STRUCTURES SHALL BE MADE WATERTIGHT. NOTIFY ENGINEER,lF DIFFERENT. NOT TO SCALE NOT TO SCALE NOT TO SCALE -- - 11. NO DETERMINATION HAS BEEN MADE AS TO COMPLIANCE WITH DEEDED OR ZONING TEST PIT DATA REGULATIONS. OWNER/APPLICANT IS TO OBTAIN SUCH DETERMINATION FROM SWING-TIES ; * a • O J PERC NO. 14349 APPROPRIATE AUTHORITY. DESCRIPTION HC-1 HC-2 * ` •* INSPECTOR: Donald Desmarais, R.S. 12. ALL SEPTIC SYSTEM COMPONENTS SHALL WITHSTAND H-10 LOADING UNLESS • ° i LOCATED UNDER PAVEMENT, DRIVES OR TRAVELED WAYS IN WHICH CASE • rr EVALUATOR: Michael Pimentel, E.I.T. CORNER OF STONE (1) 57.6' 32.0' * O ZONE 2 THEY SHALL WITHSTAND H-20 LOADING. • C.S.E. APPROVAL DATE: Oct. 1999 CORNER OF STONE 2 59.5' 35.4' 13. DOUBLE WASHED CRUSHED STONE SHALL BE FREE OF ALL DIRT, DUST AND FINES. ( ) • �\ �' DATE: April 23, 2014 U.P.#138211/H MAP 292 �� ' 14. WHERE REQUIRED, CONTRACTOR SHALL REMOVE ALL LOAM, SUBSOIL AND UNSUITABLE CORNER OF STONE (3) 23.4 21.8 TEST PIT#: 2 MATERIAL IN AREA BENEATH AND FOR 5 FT. ON ALL SIDES OF LEACHING FACILITY. / - LOT 308 CORNER OF STONE (4) 18.0' 15.8' ELEV TOP = 53.00' REPLACE ALL UNSUITABLE MATERIAL WITH CLEAN COARSE SAND FREE FROM CLAY, . I A, ELEV WATER- <42.00' FINES OR OTHER UNSUITABLE MATERIAL IN ACCORDANCE WITH 310 CMR 15.255(3). 58 I 15. CONTRACTOR SHALL NOTIFY DESIGN ENGINEER OF ANY DISCREPANCIES FOUND IN 3 * * • PERC RATE = SITE CONDITIONS FROM THOSE SHOWN PRIOR TO CONTINUATION OF WORK. DEPTH OF PERC= 16. PROPOSED PROJECT IS LOCATED WITHIN: S, 0 \O� \ 52p25"E + ' # It 1 TEXTURAL CLASS: 1 100 00, ASSESSOR'S MAP 292 LOT 309 a ti�k� k * 'q. I Jay LOCUS I OWNER OF RECORD: ERROL L. FOSTER 3 - a a 0" 53.00' ADDRESS: 33 UNCLE WILLIES WAY >- \ � � • ,�_ * Fill fill ( % • i 4" 52.67' HYANNIS, MA 02601 , - �54 BIT. DRIVE , / \ ' \ ZONE A Loamy Sand 10Yr 3/1 52.00' FEMA FLOOD ZONE C 12" / o i '�►.... \ 5 I , COMMUNITY PANEL# 250001 0005 C B Loamy 10Yr 5/6 Sand 17. DEED REFERENCE: BOOK 23092, PAGE 336 j * - \ SHED i s ` p 36" 50.00' 18. PLAN REFERENCE: PLAN BOOK 302, PAGE 69 o 'a Ot{S 0 0 ` 19. ALL DISTURBED AREAS SHALL BE RESTORED TO ORIGINAL CONDITION. t o ° 20. PROPERTY LINE INFORMATION IS ONLY APPROXIMATE. THIS PLAN IS TO BE USED ONLY Benchmarkop of Threshold , M MAP 292 FOR SEPTIC SYSTEM UPGRADE. JC ENGINEERING WILL NOT ASSUME ANY LIABILITY a' o © �`r ( I FOR USES OF THIS PLAN OTHER THAN ITS INTENDED PURPOSE. 3 / 3 Elev. =56.00' \ ,-� i Med. to Coarse Sand �O o Approx. M.S.L. ' LOT 261 ` C 2.5Y 6/6 121. A 4" PERFORATED SCH. 40 PVC PIPE SHALL BE PLACED IN A VERTICAL POSITION TO A co J / 0 (10-20/o gravel) DEPTH OF THE BOTTOM OF THE SAS AND EXTEND TO WITHIN 3 OF FINISH GRADE. A _U S2__ I REMOVABLE THREADED CAP SHALL BE PLACED ON THE TOP TO ALLOW FOR INSPECTIONS. � � '' t✓,'_-,-, AI'pR0 _ DECK m w PPR w WATER LOC' LOCUS PLAN#33 -- _-` 22. IN ACCORDANCE WITH 310 CMR 15.401 -15.405, THE FOLLOWING LOCAL UPGRADE EXISTING r, �l j"�._�`'� l APPROVAL IS REQUESTED FROM 310 CMR 15.211: 3-BEDROOM (1.) A 9.60'WAIVER(20.00'- 10.40') FOR THE SETBACK FROM THE PROPOSED SAS TO THE V DWELLING �! / SCALE: 1" = 1000' 132" 42.00' EXISTING HOUSE FOUNDATION. o i TOF = 55.1'± J MAP 292 \ \ �'j r r-A 1 No Mottling, Standing or Weeping Observed l -....., --------- LOT309 EXISTING1,000GALLON ! ,% DESIGN DATA BEST PIT DATA TEST PIT DATA LEGEND / 10,000 S.F. SEPTIC TANK TO BE ( TP 1 b others - APPROXIMATE LOCATION Oi / l UTILIZED IN THIS DESIGN �r ,( y ) PERC NO. N/A PERC NO. 14349 53x0 EXISTING DISTRIBUTION BOX -- INSPECTOR: N/A INSPECTOR: Donald Desmarais, R.S. 50x0' EXISTING SPOT GRADE 3 TO BE ABANDONED NUMBER OF BEDROOMS (DESIGN) 3 z - _ EVALUATOR: Carmen E. Shay, R.S., C.S.E. EVALUATOR: Michael Pimentel, E.I.T. 50 -- - - EXISTING CONTOUR 10, / DESIGN FLOW 110 GAUDAY/BEDROOM Unknown Oct. 1999 C C.S.E.APPROVAL DATE: C.S.E. APPROVAL DATE: 50 PROPOSED CONTOUR S - GAS �54� PROPOSED IMPERVIOUS tom_ May 24, 2005 Aril 23, G l GEOMEMBRANE LINER; TOP TOTAL DESIGN FLOW 330 GAUDAY -L_ �; DATE: Y DATE: p 2014 C_ HC-1 EL.=50.37'; BOT. EL.=45.37' MAP 292 DESIGN FLOW x 200 % 660 50 GAUDAY TEST PIT#: 1 TEST PIT#: 3 PROPOSED SPOT GRADE / 1 GAS ' LOT 260 53x8' DECK USE EXISTING 1,000 GALLON SEPTIC TANK ELEV TOP= 53.00' ELEV TOP= 53.40' GAS -- - EXISTING GAS LINE <42.00' ELEV WATER= <42.40' ❑�H�W EXISTING OVERHEAD UTILITIES 52x6' ELEV WATER= PERC RATE _ <2 min./inch PERC RATE = W W- EXISTING WATER LINE � Gh, / et � --._ � ` -- APPROXIMATE LOCATION OF / o \ AVEL DRIVE � / HC-2 53x7' EXISTING SAS (i.e- high capacity DEPTH OF PERC= 36"-54" DEPTH OF PERC = / I a % (4 / chambers)TO BE ABANDONED INSTALL 4 - 500 GAL. CHAMBERS W/ AGGREGATE i k o / SIDEWALL CAPACITY TEXTURAL CLASS: 1 TEXTURAL CLASS: 1 TEST PIT LOCATION � l D/S PROP EXISTING 1,000 GALLON SEPTIC TANK ---3 a A.. 53x6' W k 53x7' rRI SUTION�oO �" l LENGTH + WIDTH 2 SIDES 2' HIGH 0.74 GPD/S.F. = GAUDAY - iL TP 3 / APPROXIMATE LOCATION OF (42.0'+7.83')( 2 ) (2' ) (0.74 GPD/S.F.) = 147.5 GAUDAY - \ Q 53x4' ABANDONED LEACHING PIT TO REMAIN 0" 53.00' 0" 53.40' PROPOSED 4"SOLID SCHEDULE 40 PVC PIPE 1 ! S�5o20, 6- k l TP 2 Sandy Loam Fill 25"E / (3}-� �� 53x0' BOTTOM CAPACITY A 10Yr 3/2 4" 53.0T 100. 52.00' Loamy Sand ® PROPOSED DISTRIBUTION BOX 0 00, \\ (LENGTH x WIDTH) (0.74 GPD/S.F.) = GAUDAY 12" A 10Yr 3/1 0 1 / 0 0 0.0, (42.0'x 7.83') (0.74 GPD/S.F.) = 243.4 GAUDAY 12" 52.40 0, B Sandy Loam Loamy d PROPOSED 500 GALLON LEACHING CHAMBER / 42 ` 1) / / 10Yr 5/6 B 10Yr 5/6 MAP 292 = / TOTALS: 36" 50.00' 36" 50.40' 2) REV. DATE BY APP'D. DESCRIPTION T TOTAL NUMBER OF CHAMBERS 4 Perc ------- .-- _ .___-____--. LOT 310 'fix 6" SPRUCE / ROPOSED INSPECTION PORT TOTAL LEACHING AREA 528.2 SQ.FT. 54" 48.50' PROPOSED SEPTIC SYSTEM UPGRADE PROPOSED 4 - 500 GALLON LEACHING 52x9' TOTAL LEACHING CAPACITY 390.9 GAL./DAY/ PREPARED FOR: CHAMBERS WITH AGGREGATE / Medium Sand Med. to Coarse Sand CAPEWIDE ENTERPRISES C 2.5Y 7/4 C 2.5Y 6/6 X (10-20% gravel) 52x6' LOCATED AT 33 UNCLE WILLIES WAY HYANNIS, MA 02601 SCALE: 1 INCH = 10 FT. DATE: MAY 6, 2014 132" 42.00' 132" 42.40' U,u I MISCELLANEOUS NOTES: o s �0 20 ao FEET a No Mottling, Standing or Weeping Observed No Mottling, Standing or Weeping Observed ? Cti �of :�,aassq 1. MAGNETIC MARKING TAPE SHALL BE PLACED ALONG THE TOP EDGE OF EACH SEPTIC SYSTEM COMPONENT. RESERVED FOR BOARD OF HEALTH USE PREPARED BY: cF�uRc ' ��R. JC ENGINEERING, INC. 2.) CONTRACTOR SHALL VERIFY SOIL CONDITIONS IN THE LOCATION OF N 41807 2854 CRANBERRY HIGHWAY f THE PROPOSED LEACHING FACILITY TO ENSURE CONSISTENCY WITH TEST S\C ; Sol ��� EAST WAREHAM, MA 02538 PIT DATA SHOWN ON THIS PLAN. REPORT TO ENGINEER AND LOCAL $j BOARD OF HEALTH IF SOILS ARE NOT CONSISTENT WITH TEST PIT DATA. SITE PLAN 508.273.0377 JOB No.2734 SCALE: 1"= 10' Drawn By: MCP Designed By:MCP Checked By:JLC