Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
Home
My WebLink
About
1159 MAIN STREET (COTUIT) - Health
1159 Mann Street (Cotuit) Cotuit It A = 034 001 ,►'' No. �( Fee * BOARD OF HEALTH TOWN OF BARNSTABLE Zpprication _for Yell Cori.5truction J)ermit Application is hereby made for a permit to Construct.�/, Alter( ), or Repair( ) an individual well at: HQIAJ 5j CAJJ 12 Location-Address AssessorjNlap and Parcel �.�� Owner y Address W r, SL 04 rl /6611 :� �6� Installer-Driller Address Type of Building Dwelling _L.,z Other-Type of Building No. of Persons e Type of Well �i'y y x �M c�� on Pvc- � I Capacity d Purpose of Well Agreement: The undersigned agrees to install the afore described individual well in accordance with the provisions of the Town of Barnstable Board of Health Private Well Pwtection Regulation-The undersigned further agrees not to place the well in operation until a Certificat if o ia'ce s been issued by the Board of Health. Signed Date Application Approved r� Date Application.Disapproved for the following reasons: Date Permit No. b Issued Date -------------------------------------------------------------------------------------------------------- BOARD OF HEALTH TOWN OF BARNSTABLE Certificate of Compliance THIS IS TO CERTIFY,that the individual we 1 Constructed Altered( ), or Repaired( ) by l Installer at '' has been installed in accordance with the provisions of the Town of E�aim'ftablR Board of Health Private Well rote tion Regulation as described in the application for Well Construction Permit No. — ' Dated THE ISSUANCE OF THIS CERTIFICATE SHALL NOT BE CONSTRUED AS A GUARANTEE THAT THE WELL SYSTEM WILL FUNCTION SATISFACTORILY. Date Inspector — -- ------------------------------------ --------p--------------------------------------------'IJ �� No. ��� y =0�-� QLqL, Fee BOARD OF HEALTH TOWN OF BARNSTABLE 2pplication _for Yell Cougtruction Permit Application is hereby made for a permit to Construct v)'/Alter( ), or Repair( ) an individual well at: Location-Address Assessors gapand'Parcel Owner Address rW ro 1) h �l s-. u V t Y\ f 1 l C9 Q r"•�� �_ !�.\t l C Installer-Driller J n Address Type of Building J Dwelling rJ ` p Other-Type of Building No. of Persons Type of Well - f"a.r a a c, Ca n �. l Capacity / o a 1P m Purpose of Well Agreement: The undersigned agrees to install the afore described individual well in accordance with the provisions of the Town of Barnstable Board of Health Private Well Protection Regulation-The undersigned further agrees not to place the well in operation until a Certificate..of Coplian h"been issued by.the Board of Health. Signed Date Application Approved By, � Date Application Disapproved for the following reasons: Date Permit No. 1'Lw� _\ e+? G Issued </l Date o---- .--------------------------------------B ---- ---------_----------o.__---_------ — BOARD TOWN OF BARNSTABLE Certificate of Compliance THIS IS TO CERTIFY;that the individual well Constructed`(,)!' Altered( ), or Repaired( by _v Installer at /1S9 has been installed in accordance withrthe provisions of the Town of B rnstable Board of Health Private Well Protection Regulation as described in the application for Well Construction Permit No. ,;. —ll' :��Dated THE ISSUANCE OF THIS CERTIFICATE SHALL NOT BE CONSTRUED AS A GUARANTEE THAT THE WELL SYSTEM WILL FUNCTION SATISFACTORILY. Date Inspector ` - --------- - ------------some------------_------------------ s_.._e_m__o-.------ --------------------=_e- BOARD OF HEALTH TOWN OF-- BAR-NSTABLE Yell Cougtruction Permit -No. C-) OoL6 Fee r Permission is hereby granted to All i "rIlnn -],Q, r Installer to Construct(k,)', Alter( ), or Repair( an individual well at: No. //S or HA 1 0i 1 ( f t f Street 1`" r ,/ as shown on the application for a Well Construction Permit No.tl . Dated 1 / Date ' / Approved THE FOLLOWING IS/ARE THE BEST IMAGES FROM POOR- QUALITY ORIGINAL (S) m A_ m 7��_C&' _L�:� DATA ,..- r ����4 0�i -Rfr1 QNa geiF7N rN 64Aqq�.� RG EMLL�Lal10']. M 7wo 7ar+�iGI.�NNII 5Gf - WTr1 Ki'ila,. 3R3M IN71riHA�f E5'g8q�'MFeq" Grip.. AR�1 � r oG0 YOGd�71lt CY tlgF 9PFia 90 GIICA - - Gt/a.�2a �GFRI�RS T�WrN�S f ,r - - E6- SY,JS ( f 14 pIM6r 11'7r tggt7 WIC. ' ': pr.ow tlHl ill' 11 it''+.. 1.1. ' -p'f:e491r. .. - _ t.,•� �..R>. �. .� - - rtPJ�je?Y.Y I I 411ee�nf•� - - �'AWf`�'a IC+T.RJs31iIP+iM4..: �F -'��'�v= i'�'r�='e�•a-��7:8 ..GP rvF LL ice' ��' - .f au r1 4GdtlglWfgars t I 1: r,a µ y f�N429J 1 _ 11 y .• i ' dM1y' ,,�rlaff` d _ , _ �R Il''�.4'' TW4'iG+lk� ,yt44 � ,tgib o- 6 Fit3'?_'L WIN �. _ ' �� it6iYAWi ' ' 1 , N7tJ'' 9. _�J'" r ice,r�>v' i , y C6AVL 1'AP 14.4 Wr _ :4141x1 GG �i1�Y 1�LY�'SNIPIG4#kgll~ 'f lGiB t I JVJ y6�1p.4N.v JO0.R 44 al�HIII kQV 9fJ&NIC4.9 iR.NCll:s a41re t 9rw1 np cg n,.- aer two lm riMl aG14 a rsit'• TVIRMW " RAM PH FIL /fir 11 GjEl84 �-1 �y C.1b 5,"1 T ,�— t �ii- I1� • : - r - .. ,.e� -., '� :, �ye.� v+YJ•°N-a•1'fi • °•' I `- Itt'r7+1, yq.�l I ,1 ws,'.IU Inrlr. ba•rr-'a ff R'14Mri�$re Ij r, e 5 iOINo1'd la WA LI'myn, TYPICAL SEPTIC TANK PROFILE will frvi.rl �Crrd zc,vY'�Curl Ertl ` 1 ,µ.,�,,,, wi F ,, •' :. - ' 41,\,� Ir P.F-Ma4'INI �`-• `+ 4 „ 01 �I J�Yn.1eU4AtIm 1 4R 4 fJl nbFNa N:�N, 4EG=tN'Yi14 JH +rLC�h 11hC r•.I: N1!1 �•� . a7L,r_ C� NF•Rb.l 1V .:n 1-r m Ift L.•.brurn 14 tlR Ihri {. r4Y•r Sfl U6 + +- r e-: 1•n _ _._ e r M 6••1+411 r it r . r -_ Cd..tt•r } ,Y IrcAY,'VrJ d Y N Ihir L U 1U41"R ri' ";.'•r ttAF* ;r _ I EI Im el"I.LIS C 4 1E•'' l NL�r'1 fir♦ L'J• '+N'... . "I•q . ... ., —. �J t., 1. ^:fll r ,RI IW n r,`•-•U,•h r-r ,rAGmr tl h- L'r{ t'n*'.11• . ., - ,. - �. .. ..:: ,': r17 i114 ,;411 a:Mi•II�YµdL wl INrJ' ter:c +at•in f:.::r '.ELM 11L1oC4 r ffT u1,w, Nfli. IF b. ,LL1 r&f_ Xlr WI•hG 7:=F^71`r1 J.ST. ,4t S flgl r IU.K N2. Ir•. G IY tLl�,rG r•11 D41Ii... .-,1 1-.1. - _ �+I IU 1 1AIl' '!�'U IG'UCL W.N.lk +S.:,C Thr�',1 w Ill! i'*.klJ. T :'�FI'-W'e u>hal,l nr XrRR r�I r I7kSJ•a WI jaPa yJ 1 11 ax,°LJ rim rlxb ttR•.Frl.N Irxrr.r�,.'I NY 7P'.':4"t- n''.:r.t Y.�a it : +u P,LailLC L CW11' VF..,64'•'. sx • Il.,t1 44 N4 FI,}.Sc •.>'J1 nzv1 rti'Jm L`ArIk re•JItin'N q PROPOSED SITE PLAN p , � .:r _�'[r7•U IA.•,_.:t rrR.. •r Y , —� I. 1. !r• - .' eC, Y.L..WII n i MH ri1 to Y1'E ' J� - `.1:'I 1/ - _ 1 I 24 tW I<+V'ern ',+ P r IvAK C 4" I`i.7 r ,tf.N I;:•2riA= 1,1WIT Y..�.AI 111�i La VI s! a.n: .C'Wa6t'3SA C.P :-0Y . - •r,1 C'1 31 IP-'ti f..• 1'a.r'•u'+• ,7 w 17,m.rferi t, CGlln-c.�r.�'''x.7 t,_`'taa`•eS'35:4.?7•e:.n4t�,. +..7Ae:. ' + r .., a •1..Ily t 'd•N-w 21 t a:--r+G .pl. - : .+ rl airs:rJ;,-a Y-w.to,JI,-:"n-,n;l.rr• -Fx,.,ywr^r-•r.r ru�,.,n hu:na,t Alar'r .•uu,J'.,, riu IF aft r lit-I r N I.1*.11- 4YFY It IMf r�•aUI*lY•a• k*:+14.L 114 T.f,nLr 4" ��l' 2e IYV -�•r-H FII 14 i.h�.; re916.S e r Jl..ilh'.V. _ _ ,y 2 a•.. ', r•nr4.IX r Fr l+;t:ne .;N 1 34 q L+I'}1 Jhvr-r,+V irr;r- V ?tc+2r �vw r,, i>t.l W ,stz 'Ue.d - +JI U:'- t x�411LU trr W•tP�d_; t5.11u,;,E1 •lrI pa�n�r'1 a ��« p�1 ,K F''4 J' %,4a �17� .•a74 mom.of 1rh1�+,t r rlh4'•rl F�k�nsr,.•- r...rccr.•✓i -u�nle_+.- I. "'I_ WJJ14 I"d'll✓!:_• .x°A,! I :. V' I�L,WhW4^ I.'.l`R nr 'h IU'I'•ikl4ti ei.1y'a,, A1�..tVJIL7r .12J.1l 4ik.rl:_.1 i ...}., hyC'.'•'4A41 Ilf.n a .... C::i.,�f� N•A 2„ - I ' �. 1n:R"9-n+IDs - o};• IT•�:,^ ]4+11 J'+1:_:U•dY - , • ----- ----- d3q b o7 Commonwealth of Massachusetts Title 5 Official Inspection Form Subsurface Sewage Disposal System Form - Not for Voluntary Assessment 3.1 s ,� �M 1159 MAIN STREET ° �un Property Address MIGRIDICHAIN STEVEN Owner Owner's Name information is 02635 01/22/2018 required for every COTUIT MA page. 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. Please see completeness checklist at the end of the form. Important:When a. filling out forms A. General Information 514# o-+-D on the computer, use only the tab 1. Inspector: key to move your cursor-do not JOHN P GRACI SR use the return Name of Inspector key. GRACI SEPTIC INSPECTIONS LLC r� Company Name PO BOX 2119 Company Address TEATICKET MA 02536 City/Town State Zip Code 508-641-6694 SI 1468 Telephone Number License 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. I 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 Eval tion by the Local Approving Authority 01/22/2018 Inspector's Signature Date The system inspector sh submit a copy of this inspection report to the Approving Authority (Board of Health or DEP)within 0 days of completing this inspection. If the system has a design flow of 10,000 gpd or greater, th inspector and the system owner shall submit the report to the appropriate regional office of the DE . 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 t5ins.doc-rev.6/16 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 1 of 17 Commonwealth of Massachusetts W Title 5 Official Inspection Form Subsurface Sewage Disposal System Form - Not for Voluntary Assessments 1159 MAIN STREET Property Address MIGRIDICHAIN STEVEN Owner Owner's Name information is required for every COTUIT MA 02635 01/22/2018 page. 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: AT TIME OF INSPECTION SYSTEM APPEARS TO BE STRUCTUARLLY SOUND AND FUNCTIONING PROPERLY. 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. Check the box for"yes", "no"or"not determined" (Y, N, ND)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. ❑ Y ❑ N ❑ ND (Explain below): NA t5ins.doc-rev.6/16 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 2 of 17 Commonwealth of Massachusetts W Title 5 Official Inspection Form Subsurface Sewage Disposal System Form - Not for Voluntary Assessments 1159 MAIN STREET Property Address MIGRIDICHAIN STEVEN Owner Owner's Name information is required for every COTUIT MA 02635 01/22/2018 page. City/Town State Zip Code Date of Inspection B. Certification (cont.) ❑ Pump Chamber pumps/alarms not operational. System will pass with Board of Health approval if pumps/alarms are repaired. B) System Conditionally Passes (cont.): ❑ 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 ❑ Y *❑ N ❑ ND (Explain below).- obstruction is removed ❑ Y ❑ N ❑ ND (Explain below): ❑ distribution box is leveled or replaced ❑ Y ❑ N ❑ ND (Explain below): NA ❑ 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 ❑ Y ❑ N ❑ ND (Explain below): ❑ obstruction is removed ❑ Y ❑ N ❑ ND (Explain below): NA C) Further Evaluation is Required by the Board of Health: ❑ Conditions exist which require further evaluation by the Board of Health in order to determine if the system is failing to protect public health, safety or the environment. 1. 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 will protect public health, safety and the environment: ❑ Cesspool or privy is within 50 feet of a surface water ❑ Cesspool or privy is within 50 feet of a bordering vegetated wetland or a salt marsh t5ins.doc•rev.6/16 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 3 of 17 Commonwealth of Massachusetts W Title 5 Official Inspection Form Subsurface Sewage Disposal System Form -Not for Voluntary Assessments 1159 MAIN STREET Property Address MIGRIDICHAIN STEVEN Owner Owner's Name information is required for every COTUIT MA 02635 01/22/2018 page. City/Town State Zip Code Date of Inspection B. Certification (cont.) 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 tributary to a surface water supply. ❑ The system has a septic tank and SAS and the SAS is within a Zone 1 of a public water supply. ❑ The system has a septic tank and SAS and the SAS is within 50 feet of a private water supply well. ❑ 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". Method used to determine distance: NA **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 must be attached to this form. 3. Other: NA 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 1/day flow t5ins.doc•rev.6/16 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 4 of 17 r Commonwealth of Massachusetts Title 5 Official Inspection Form Subsurface Sewage Disposal System Form - Not for Voluntary Assessments M 1159 MAIN STREET Property Address MIGRIDICHAIN STEVEN Owner Owner's Name information is required for every COTUIT MA 02635 01/22/2018 page. City/Town State Zip Code Date of Inspection B. Certification (cont.) Yes No ❑ ® 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. ❑ ® 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. l5ins.doc-rev.6/16 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 5 of 17 Commonwealth of Massachusetts w Title 5 Official Inspection Form Subsurface Sewage Disposal System Form - Not for Voluntary Assessments ° M 1159 MAIN STREET Property Address MIGRIDICHAIN STEVEN Owner Owner's Name information is required for every COTUIT MA 02635 01/22/2018 page. City/Town 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? ® ❑ 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)] D. System Information Residential Flow Conditions: Number of bedrooms (design): 5 Number of bedrooms (actual): 5 DESIGN flow based on 310 CMR 15.203 (for example: 110 gpd x#of bedrooms): 550 t5ins.doc•rev.6/16 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 6 of 17 Commonwealth of Massachusetts Title 5 Official Inspection Form Subsurface Sewage Disposal System Form - Not for Voluntary Assessments 1159 MAIN STREET Property Address MIGRIDICHAIN STEVEN Owner Owner's Name information is required for every COTUIT MA 02635 01/22/2018 page. Cityrrown State Zip Code Date of Inspection D. System Information Description: 1500 GALLON H-20 SEPTIC TANK DISTRIBUTION BOX AND 4 38 FOOT LONG TRENCHES Number of current residents: SEASONAL Does residence have a garbage grinder? ❑ Yes ® No Is laundry on a separate sewage system? (Include laundry system inspection ❑ Yes ® No information in this report.) Laundry system inspected? ❑ Yes ® No Seasonal use? ® Yes ❑ No Water meter readings, if available last 2 ears usage d TOWN 9 ( Y 9 (9P ))� Detail: 2016- 179,000 2017 101,000 Sump pump? ❑ Yes ® No Last date of occupancy: 08/2017 Date Commercial/Industrial Flow Conditions: Type of Establishment: NA Design flow(based on 310 CMR 15.203): NA Gallons per day(gpd) Basis of design flow(seats/persons/sq.ft., etc.): NA 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: NA t5ins.doc•rev.6/16 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 7 of 17 Commonwealth of Massachusetts Title 5 Official Inspection Form Subsurface Sewage Disposal System Form - Not for Voluntary Assessments ° 1159 MAIN STREET Property Address MIGRIDICHAIN STEVEN Owner Owner's Name information is required for every COTUIT MA 02635 01/22/2018 page. City/Town State Zip Code Date of Inspection D. System Information (cont.) Last date of occupancy/use: NA Date Other(describe below): NA General Information Pumping Records: Source of information: WARREN CESSPOOL 05/07/2014 Was system pumped as part of the inspection? ❑ Yes ® No If yes, volume pumped: NA gallons How was quantity pumped determined? NA Reason for pumping: MAINTANENCE 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): t5ins.doc•rev.6/16 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 8 of 17 Commonwealth of Massachusetts W Title 5 Official Inspection Form Subsurface Sewage Disposal System Form -Not for Voluntary Assessments 1159 MAIN STREET Property Address MIGRIDICHAIN STEVEN Owner Owner's Name information is required for every COTUIT MA 02635 01/22/2018 page. City/Town State Zip Code Date of Inspection D. System Information (cont.) Approximate age of all components, date installed (if known) and source of information: 2005 Were sewage odors detected when arriving at the site? ❑ Yes ® No Building Sewer(locate on site plan): " Depth below grade: 2'11 feet Material of construction: ❑ cast iron ® 40 PVC 40 PVC ❑ other(explain): Distance from private water supply well or suction line: 10+feet Comments (on condition of joints, venting, evidence of leakage, etc.): SEPTIC TANK APPEARS TO BE STRUCTURALLY SOUND AND FUNCTIONING PROPERTLY AT TIME OF INSEPCTION Septic Tank(locate on site plan): Depth below grade: 1'5"feet Material of construction: ❑ concrete ❑ metal ❑ fiberglass ❑ polyethylene ❑ other(explain) SEPTIC TANK IS MATERIAL IS CONCRETE If tank is metal, list age: NA years Is age confirmed by a Certificate of Compliance? (attach a copy of certificate) ❑ Yes ❑ No Dimensions: 1500 GALLON Sludge depth: (6) SIX INCHES l5ins.doc•rev.6116 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 9 of 17 Commonwealth of Massachusetts W Title 5 Official Inspection Form Subsurface Sewage Disposal System Form -Not for Voluntary Assessments 1159 MAIN STREET Property Address MIGRIDICHAIN STEVEN Owner Owner's Name information is required for every COTUIT MA 02635 01/22/2018 page. Cityrrown State Zip Code Date of Inspection D. System Information (cont.) Septic Tank(cont.) Distance from top of sludge to bottom of outlet tee or baffle (28)TWENTY EIGHT INCHES Scum thickness ZERO Distance from top of scum to top of outlet tee or baffle (6) SIX INCHES Distance from bottom of scum to bottom of outlet tee or baffle 0 How were dimensions determined? MEASURED Comments (on pumping recommendations, inlet and outlet tee or baffle condition, structural integrity, liquid levels as related to outlet invert, evidence of leakage, etc.): AT TIME OF INSPECITON SYSTEM APPEARS TO BE STRUCTUARLLY SOUND AND FUNCTIONING PROPEPLY RECOMMEND PUMPING EVERY TWO TO THREE YEARS DEPENDING ON USAGE.PROPERTY WAS USED AS A SEASONAL RESIDENTS. Grease Trap(locate on site plan): Depth below grade: NA feet Material of construction: ❑ concrete ❑ metal ❑ fiberglass ❑ polyethylene ❑ other(explain): NA Dimensions: NA Scum thickness NA Distance from top of scum to top of outlet tee or baffle NA Distance from bottom of scum to bottom of outlet tee or baffle NA Date of last pumping: NA Date t5ins.doc•rev.6/16 Title 5 Official Inspection Form:Subsurface Sewage Disposal System-Page 10 of 17 Commonwealth of Massachusetts W Title 5 Official Inspection Form Subsurface Sewage Disposal System Form -Not for Voluntary Assessments �M 1159 MAIN STREET Property Address MIGRIDICHAIN STEVEN Owner Owner's Name information is required for every COTUIT MA 02635 01/22/2018 page. Cityrrown State Zip Code Date of Inspection D. System Information (cont.) Comments (on pumping recommendations, inlet and outlet tee or baffle condition, structural integrity, liquid levels as related to outlet invert, evidence of leakage, etc.): NA Tight or Holding Tank(tank must be pumped at time of inspection) (locate on site plan): Depth below grade: NA Material of construction: ❑ concrete ❑ metal ❑ fiberglass ❑ polyethylene ❑ other(explain): NA Dimensions: NA Capacity: NA gallons Design Flow: NA gallons per day Alarm present: ❑ Yes ❑ No Alarm level: NA Alarm in-working order: ❑ Yes ❑ No Date of last pumping: NA Date Comments (condition of alarm and float switches, etc.): NA *Attach copy of current pumping contract(required). Is copy attached? ❑ Yes ❑ No t5ins.doc-rev.6/16 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 11 of 17 Commonwealth of Massachusetts Title 5 Official Inspection Form Subsurface Sewage Disposal System Form -Not for Voluntary Assessments �M 1159 MAIN STREET Property Address MIGRIDICHAIN STEVEN Owner Owner's Name information is required for every COTUIT MA 02635 01/22/2018 page. City/Town State Zip Code Date of Inspection D. System Information (cont.) Distribution Box(if present must be opened) (locate on site plan): Depth of liquid level above outlet invert BOTTOM OF 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.): DISTRIBUTION BOX APPEARS TO BE STRUCTUARLLY SOUND AND FUNCTIONING PROPERLY AT TIME OF INSPECTION Pump Chamber(locate on site plan): Pumps in working order: ❑ Yes ❑ No* Alarms in working order: ❑ Yes ❑ No* Comments(note condition of pump chamber, condition of pumps and appurtenances, etc.): NA * If pumps or alarms are not in working order, system is a conditional pass. Soil Absorption System (SAS) (locate on site plan, excavation not required): If SAS not located, explain why: NA t5ins.doc•rev.6/16 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 12 of 17 Commonwealth of Massachusetts v Title 5 Official Inspection Form Subsurface Sewage Disposal System Form -Not for Voluntary Assessments c�M 1159 MAIN STREET Property Address MIGRIDICHAIN STEVEN Owner Owner's Name information is required for every COTUIT MA 02635 01/22/2018 page. Cityrrown State Zip Code Date of Inspection D. System Information (cont.) Type: ❑ leaching pits number: NA ❑ leaching chambers number: NA ❑ leaching galleries number: NA ® leaching trenches number, length: 4-38' ❑ leaching fields number, dimensions: NA ❑ overflow cesspool number: NA ❑ innovative/alternative system Type/name of technology. NA Comments (note condition of soil, signs of hydraulic failure, level of ponding, damp soil, condition of vegetation, etc.): 4 LEACHING TRENCHES 38' LONG WERE EMPTY AT TIME OF INSPECTION. TRENCHES APPEAR TO BE STRUCTUALLY SOUND AND FUNCTIONING PROPERLY AT TIME OF INSPECTION. Cesspools (cesspool must be pumped as part of inspection) (locate on site plan): Number and configuration NA Depth—top of liquid to inlet invert NA Depth of solids layer NA Depth of scum layer NA Dimensions of cesspool NA Materials of construction NA Indication of groundwater inflow ❑ Yes ❑ No t5ins.doc-rev.6116 Title 5 Official Inspection Form:Subsurface Sewage Disposal System-Page 13 of 17 Commonwealth of Massachusetts Title 5 Official Inspection Form Subsurface Sewage Disposal System Form - Not for Voluntary Assessments 1159 MAIN STREET Property Address MIGRIDICHAIN STEVEN Owner Owner's Name information is required for every COTUIT MA 02635 01/22/2018 page. Citylrown State Zip Code Date of Inspection D. System Information (cont.) Comments (note condition of soil, signs of hydraulic failure, level of ponding, condition of vegetation, etc.): NA. Privy (locate on site plan): Materials of construction: NA Dimensions NA Depth of solids NA Comments(note condition of soil, signs of hydraulic failure, level of ponding, condition of vegetation, etc.): NA t5ins.doc-rev.6/16 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 14 of 17 Commonwealth of Massachusetts Title 5 Official Inspection Form Subsurface Sewage Disposal System form.-Not for Voluntary Assessments 1159 MAIN STREET : Property Address MIGRIDICHAIN.STEVEN Owner Owner's Name information is required for every COTUIT MA:. 02635 01/22/2018. . page. Crry/Town - State `.Zip Code Date of Inspection D. System Information (cont.) Sketch Of Sewage Disposal System: Provide a view 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. Check one of the boxes below: ® hand-sketch in the area below ❑ drawing attached separately cyt 1.;. t 2 C7 41 l t5ins.doc•rev.6116 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 15 of 17 Commonwealth of Massachusetts Title 5 Official Inspection Form Subsurface Sewage Disposal System Form - Not for Voluntary Assessments GSM , 1159 MAIN STREET Property Address MIGRIDICHAIN STEVEN _ Owner Owner's Name information is required for every COTUIT MA 02635 01/22/2018 page. City/Town 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: 12+ 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: HAND AUGUR AND MINI EXCAVATOR Before filing this Inspection Report, please see Report Completeness Checklist on next page. t5ins.doc•rev.6/16 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 16 of 17 Commonwealth of Massachusetts w Title 5 Official Inspection Form Subsurface Sewage Disposal System Form -Not for Voluntary Assessments 1159 MAIN STREET Property Address MIGRIDICHAIN STEVEN Owner Owner's Name information is required for every COTUIT MA 02635 01/22/2018 page. Cityrrown State Zip Code Date of Inspection E. Report Completeness Checklist ® Inspection Summary: A, B, C, D, or E checked ® Inspection Summary D (System Failure Criteria Applicable to All Systems) completed ® System Information—Estimated depth to high groundwater ® Sketch of Sewage Disposal System either drawn on page 15 or attached in separate file t5ins.doc•rev.6/16 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 17 of 17 TOWN OF BARNSTABLE LOCATION 1I�q MC( 1 o S I t P� SEWAGE # �� — -3 VILLAGE_6O+t3 it /1 ASSESSOR'S MAP & LOT INSTALLER'S NAME&PHONE NO._Q •-,�l geo 1 l a( G 1A0.. (on, 13 ,31719 SEPTIC TANK CAPACITY l-oo � 020 j LEACHING FACILITY: (type) 7 " �eQG� ��"�1S (size) 1,40. OF BEDROOMS S BUILDER OR OWNER V'� s+ree,l (4e-a44 Tru5 s PERMITDATE: 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 Wetland and Leaching Facility (If any wetlands exist within 300 feet of leaching facility) Feet Furnished by t1 o q D6-9 9i-0 iSoo l�Quo � y 3 A 6 �. y7)6 3 .31• � s aQ 9 6 - 3/6%$ $. 1. 13� r . -7- ' y 6 q. I- S911 6 q61' l®- 63 , g. yg II. 6� 6 6..,l0v 7 T, ® T - TOWN OF BARNSTABLE P LOCATION S , SEWAGE # VELLAGE - L� ASSESSOR'S MAP & LO INSTALLER'S NAME&PHONE NO. �( SEPTIC TANK CAPACITY (0 LEACHING FACILITY: (type) NO.OF BEDROOMS BUILDER OR OWNER PERMIT DATE: 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 Wetland and Leaching Facility(If any wetlands exist within 300 feet of leaching facility) JI Feet Furnished by. �� a 4 44 Lieu . J � _ Vs No. Fee � �THE COI i60Ni-EALTH'OT MASSACHUSETTS Entered in computer: PUBLIC HEALTH DIVISION = TOWN OF BARNSTABLE., MASSACHUSETTS ZIPPlication for Mi5pont *pgtem Construction Permit Application for a Permit to Construct( . )Repair( )Upgrade( )Abandon( ) ❑Complete System ❑Individual Components Location Aildress or Lot No. t t 5,q M nJ —S,+ Owner's Name,Address and Tel.No. Assessor's Map/Parcel Installer's Name,Address,and Tel.No. Designer's Name,Address and T I.No. Type of Building: � f-( Dwelling No. of Bedrooms Lot Size tl J 21, sq.ft. Garbage Grinder( ) Other Type of Building�r 51.— �l 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 Type of S.A.S. Description of Soil Nature of Repairs or Alterations(Answer when applicable) Date last inspected: Agreement: The undersigned agrees to ensure the construction and maintenan t fore described on-site sewage disposal system in accordance with the provisions of Title 5 of the Environmental Co n of to place the.system in operation until a Certifi- cate of Compliance has been is y this Bo ealth. Signed Dateit T �� Application Approved by Date Application Disapproved for the following PP PP g reasons Permit No. Date Issued iV '<</A.` .y` �•-' 7.T"SB I•C •� -t • 'ate Y , JA W No. v �/� � 1 k Fee a���� r,����' x � Entered in com uteri 3 � THE COhnv'& y4LT"� MASSACHUSETTS '-� p ,_ Yes �DvSUBLIC HEALTH:D.IVISION -TOWN OF BARNSTABLE, MASSACHUSETTS =! ±' . ipplication for 0igpOgal *pgtem Congtructiun Permit t Application'for a Permit to Construct'( )Repair( )Upgrade( )Abandon( ) O Complete System El Individual Components {. "Location Address or Lot No. k k 5ct (Y1/- �/ Own is Name,Address d Tel.No. �p�{✓ -�--, ry"A S.0 Assessor's Map/Pareel Installer's Name,Address,and Tel.No. Designer's Name,Address and Tel.No/ a' Type of Building: DwellingNo.of Bedrooms Lot Size A l s ft. Garbage Grinder Other Type of Building VS, No. of Persons Showers( ) Cafeteria( ) •-��°� Other Fixtures Design Flow gallons per day. Calculated daily flow . gallons. Plan Date Number of sheets Revision Date u ; Title r Size of Se tic Tank T e of S.A.S. P YP .r Description,`of Soil; o ' Nature of Repairs or Alterations(Answer when applicable) Date last inspected: r Agreement: The undersigned agrees to ensure the construction and maintenance'ef th�afore described on-site sewage disposal system in accordance with the provisions of Title 5 of the Environmental Cod and nnot to place the system in operation until a Certifi- cate of Compliance has been issued-by this Bo d ot�iealth. f Signed r• 11 C Y7 Date S .— v � — r Application Approved b Date Application Disapproved for the following reasons v Permit No. Date Issued u — — —————————————— ————————————————— THE COMMONWEALTH OF MASSACHUSETTS BARNSTABLE, MASSACHUSETTS } ' Certificate of Compliance i THIS IS TO CERTIFY, that the On-site Sewage Disposal System Constructed( )Repaired ( )Upgraded ( ) Abandoned )by at 1N _ h\4,N �'" Jias be onstructed in accordance with the provisions of Title 5 and uhe for Disposal System Co;:str'uction Pe.rinit No ddated 5 �c�-1 Installer )6 >3 ©.Q Designer The issuance of this pe t s all not be construed as a guarantee that the system will function as designed. Date �P Inspector NO. ----�_�� _._.. ----------- ---•—•------Fee r...-- THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION - BARNSTABLE, MASSACHUSETTS MigpOgar *pgtem Con!5truction Permit Permission is hereby granted to Construct( )Repair( )Upgrade(` )Abandon( ) System located at 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 condo Provided: Construction must be completed thin three years of the ate of this permi Date:_ Approv d b Jun. 9. 2006 12: 10PM No. 1310 P. 2 Town of Barnstable Regulatory Services . Thomas F.Oeiler,Director Y M Public Health Division Thomas McKean;Director 2.00 Main Street,Hyannis,MA 02601 Of Bce:.508-862-46" Fax: 508-790-6304 Installer&_Designer Certification Form Date: Sewage Permit#2OU5-2 ssessor's MaptPaxcell Designer: jSU,V taller: Address: PE f XE Address: PO --my eW 02- OnL issued a permit to install a (date) -(installer) septic system'at 6 Z based on a.design drawn by (address) �u 1�t1 G MI Le��u seed t, r' (designer) &,--I certify that the septic system refs renced 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-thesoils were found satisfactory. I certify that the septic system referenced above was installed with major changes (i.e. greater than 10"Iateral relocation of the SAS or any vertical relocation of any component of the ZY'systern) but in accordance with State&Local Regulations. Plan revision or certifieuilt by designer to follow. Stripout(if required) ected and the soils were d satisfactory. a.., (Ins s Signa � i ( esi a 's igiature) (Affix Designer's Stamp Here) PLEA RET TO BARNSTABLE PUBLIC HEALTH 3JMSION. CERTMCATE OF COMPLLANCE NVILU NOT BE ISSUED UNTIL BOTH THIS FORM AND AS- BUILT CARD ARE RECEIVED BY THE BARNSTABLE PUBLIC HEALTH DIVISION. THANK YOU. �S c_Mesi er Certification Form Rev 03-09.06.doc ! No. Fee 150 TH MMdN'WEALTH OF MASSACHUSETTS Entered,in computer: Yes PUBLIC SALT DIVISION - TOWN OF BARNSTABLE}MASSACHUSETTS 01pplication for �Dtoo$al bpotem ConotrUction Permit Application for a Permit to Construct( . )Repair( )Upgrade( )Abandon( ) XComplete System ❑Individual Components Location Address or Lot No. .I 159 A4 41 nt S COTU I'T Owner's Name,Address and Tel.No. Assessor's Map/Parcel4 Installer's Name,Address,and Tel.No. Designer's Name,Address and Tel.No. TuRti kLc-/Ali_o CvN5Ut_-rA"TS Imc- j;,L2i TuPPE2'_D U MIT 3 5 Type of Building: Dwelling No.of Bedrooms 5 Lot Size <71 16 sq.ft. Garbage Grinder(OC) Other TI pe of Building �k F_-5 o No.of Persons Showers( ) Cafeteria(NC) Other Fixtures Design Flow 550 gallons per day. Calculated daily flow CO-74 09 gallons. Plan Date'S'12-4-105 Number of sheets 1 Revision Date A - S I'ZQO r Title Pi oP sep 'SEFPTtC -FLa" Size of Septic Tank ;�:o O 64 i_ Type of S.A.S. Description of Soil '� A"t, &A-t Z'32 E o wt S Z — 1 4-& MED,vm -4nip -p r- 2- -T f-ST l OL E 'fL u>_-rs Co 1.t'D UeT E'D d-1 zTl 0 5- �' W1TI.lESSE`7 8y �, `�Ol-E (�Dr..i 'DESMAi2t5� Nature of Repairs or Alterations(Answer when applicable) f 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 issued by this Board of Health. 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 CERTIFY,that the On-site Sewage Disposal System Constructed ( ) Repaired ( )Upgraded( ) Abandoned( )by at has been constructed in accordance with the provisions of Title 5 and the for Disposal System Construction Permit No. dated Installer Designer The issuance of this permit shall not be construed as a guarantee that the system will function as designed. Date Inspector No. Fee THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION - BARNSTABLE: MASSACHUSETTS lig;poal *pztem Con.5trUction permit Permission is hereby granted to Construct( )Repair( )Upgrade( )Abandon( ) System located at 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 No: s Fee :.3 "+THEE M1Gl f fViIEdLTH'OF ASSACHUSE`TTS Egft red,ln computer: Yes P BLIC _.E-A-L`TH DIVISION -TOWN OF BARNSTABLES MASSACHUSETTS 9(p�pricatiott for Ziopolaf *pgtem Construction Permit r Appli4ti on fo a Permit to Construct( )Repair( )Upgrade( )Abandon( ) X Complete System ❑Individual Components Locati n Address,or Lot No. 1159 k4 A►tit ST COTU IT Owner's Name,Address and Tel.No. R ,R Assessor's Map/Parcel ^ ( tl Installer's Name,Address,and Tel.No. Designer's Name,Address and Tel.No. TUCZV4qjcMjLt- COM Ut-TA"T5 �NC- V.. f ` g-11, �1D U mtT Type of Building: . y c Dwelling No.of Bedrooms 9 J Lot Size ,sq.ft. Garbage Grinder 00) Other Type of Building k i�5_ No. of Persons Showers( ) Cafeteria(1.10) Other Fixtures Design.Flow 550 gallons per day. Calculated daily flow (n-74.9 gallons. Plan Date 5-12-4-105- Number of sheets 1 Revision Date�Z.4/o� Title PRopoSEO s E PT\C 7Ua" Size of Septic Tank ;�:UU GAL Type of S.A.S. _ Description of Soil 0-, 12.`t S A►JiD oAPA Z-32 L OAxA11SAA!D Z -- 140 .NCDjuw+ .S4wD 1�r- i2 Tf,`ST 4OLE 'R SULTS Cot`\t�ucTEt� tL12xrI�S r W%TWESSEn BV �9 1RQq t -Dw-1 3�ESMAIi15� , Nature of Repairs or Alterations(Answer when applicable) Date last inspected: Agreement: The undersigned agrees to ensure the construction and maintenance o he:-afore described on-site sewage disposal system in accordance with.the provisions of Title 5 of the Environmental Code,andk of to place the system in operation until a Certifi- cate of Compliance has been issued by this Board of Health. Signed . Date Application Approved by Date Application Disapproved for the following reasons 5 Permit No. Date Issued THE COMMONWEALTH OF MASSACHUSETTS , BARNSTABLE, MASSACHUSETTS Certificate of Compliance THIS IS TO CERTIFY,that the On-site Sewage Disposal System Constructed( )Repaired ( )Upgraded( )\ Abandoned(_ )by ' at i`' + ._. k � c '. "' has been constructed in accordance with the provisions of Title 5 and the for Disposal System Construction Permit No. dated Installer ' Designer The issuance of this:peermit shall not be construed as a guarantee that the system will function as designed, Date P r + inspector'. No. Fee THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION - BARNSTABLES MASSACHUSETTS k, q_ Mfi6pooaf *pgtem Construction Permit .�.,. Permission is hereby granted to Construct( )Repair( )Upgrade( )Abandon( ) System located at 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 t °- Date:_ /"� d! eApproved by #\e ,� n / o I n � in G, r l r - z s CO-' "0 lw;/� PF l V ► i tic CA) co 9 Ff ms-r.s,m::,kmor s Coppe Residence_ �� AR C H I-TECH i 1159 Main Street s � AS seer t�cros� tsaaas 3 1 a CoWit Massachusetts m mm�t®� • N �°n Town of]Barnstable r# l C� Department of Regulatory Services • Public IRealth Division Date ' erence KAM 200 Main Street,Hyannis MA 02601 r I Z �y a Date Scheduled I! � ' Time ��_____ Fee Pd.� i ,foil Suitability Assessment for Sewage Disposal ,6VIo D. t��VU {AVoWi2 fZs Witnessed By: Performed By: LOCATION & GENERAL INFORMATIQN Sf V o l f y Owner's Name Location Address'. 5 g t h 'n n c d i Address l 1�1 V '7 1\� Cv I / 0 Cg 114hOW �� �4/ i Engineer's Name Assessor's Map/Parcel: / ` 5- ),; �6 is 6q, NEW CONSTRutnON V REPAIR Telephone# V �`C l/v `� St Pk 11 Gr� Slopes M Surface Stones IA0A Land Use ` o ft Drinking Water Well ` ft Distances from: Open Water Body �� ft Possible Wet.Area -- 1 .}' Drainage Way t O D-+ ft Property Line ft Other ft S14LETCH:($treet name,dimensions of lot,exact locations of test holes&perc tests,locate wetlands in proximity to holes) i L Lj I i V\Nw Sit COMT //qq L �o� �� gGgl Vd�l�q5 Depth to Bedrock Parent material(geologic) !� 9a tp Depth to Groundwaker. Standing Water in Hole: �► Weeping from Pit Face l� Estimated Seasonai;High Groundwater 1I.Z7 t D9TERMINATION FOR SEASONAL HIGH WATER TABLE Method Used: Depth 0hoerved standing in obs-hole: --in Depth to Sall mottles. ft. in, ©raundwater A ustment Depth to!weeping from side of obs.hole: p ,factor, , A�,�rauedwater Leval�(`�7 Index Well#eAl� :`i Reading Date: 1 �5 6►dex Well level .9 <. PERCOLATION TEST Dated � �0 Observation Time at 9" ti -------�— Hole# 76 h Time at G' �- Depth of Perc — 65 Time(9"•61 _----� ----....- Start Pre-soak Time.@ - 10,2p End Pre-soak . Rate MinJlnch Passed / Site Suitability Assessment: Site V Site Failed:___— Additional Testing Needed(YIN) Observation Hole Data To Be Comp Original: Public Health Divisionleted on Back------- ***If ercolaAion test is to be conducted within 100' of wetland,you must first notify the P prior to beginning• Barnstable C4riservation Division at least one(I)week P n.x c F rM('.XPERCF6 R M.DOC DEEP OBSERVATION HOLE LOG Hole# Depth from Soil Horizon Soil Texture .Soil Color Soil i Other Surface(in.) (USDA) (Munsell) Mottling (Struc re,Stones,Boulders. on i tenc % ravel) n Fit l 2 32 w F71 y�l I lJ ¢/!s �b U n Loa sP DEEP OBSERVATION HOLE LOG. Hole# Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulders. Consistenc %Gravel d.- )2 y �qw to Lei 11P F6. DEEP OBSERVATION HOLE LOG Hole# Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) {USDA) (Munsell) Mottling (Structure,Stones,Boulders. Consistency, Gravel 'DEEP OBSERVATION HOLE LOG Hole# Depth from Soil Horizon Soil Texture 'Soil Color Soil Other (Munsell) Mottling (Structure.Stones,Boulders. Surface(in.) (USDA) g Consistency, ra el Flood Insurantte Rate Man: Above SAD year flood boundary No— Yes Within 500 year boundary , No v Yes, .� t Within 100 year flood boundary No Yes Depth of Natutall Occurrin Pervious Material Does at least fo r feet of naturally occurring pervious material exist in all areas observed throughout the area proposed fbr the soil absorption system? P po. rP no what is the depth of naturally occurring pervious material? If t, p Certification I certify that on. i jq 5 (date)I have passed the soil evaluator examination approved by the Department of environmental Protection and that the above analysis was performed by Me consistent wit h . the requir training,expertise and experience described in 310 CMR 15.017. Signature "`"•� �' C,�'�'"".— Date Z7 ®S Q:\S.EPTlCV.ERCF0RM.DOC April 25, 2005 Commonwealth of Massachusetts Cotuit , Massachusetts Site Suitability Assessment for On-site Sewage Disposal Performed by: David D. Coughanowr, R.S. Witnessed by: Don Desmarais Location Address or Lot number Owner's Name,Address,and Tel#E 1159 Main Street Steven Souza et als Cotuit c/o Barry Souza 1159 Main Street Cotuit, MA 02635 New Construction: X Repair: . OFFICE REVIEW- Published Soil Survey Available: No: Yes: X Year Published: 1993 'Publication Scale:1=25,000 Soil Map Unit: CdB Drainage Class: A Soil Limitations: Severe (poor filter Surficial Geologic Report Available: No: Yes: X Year Published: 1970 Publication Scale: 1-24,000 Landform: Outwash Plain Flood Insurance Rate Map- Above 500 year flood boundary: No: — Yes: X Within 500 year flood boundary: No: Yes: Within 100 year flood boundary: No: Yes: Wetland Area: No National Wetland Inventory Map (map; unit)- Wetland Conservancy Program Map (map, unit): Current Water Resource Conditions (USGS): Month: Range: Above Normal: Normal: X Below Normal: Other References Reviewed: On Site Review Deep Hole Number: I Date: 5/25/05 Time: 10 AM Weather: Pt Cl, 50 F Location(identify on site plan): Land Use: Residential/lawn Slope(%): 0% Surface Stones: none Vegetation: grass Landform: proglacial outwash plain Position on landscape(sketch on the back): Distances from: Open Water Body: 100+ feet Drainageway: 100+ feet Possible Wet Area: 100+ feet Property line: 10+ feet Drinking Water Well: 100+ feet Other: DEEP OBSERVATION HOLE LOG Depth from Surface Soil Horizon Soil Texture Soil Color Soil Mottling Other (inches) (USDA) (Munsell) - (Structure,Stones,Boulders Consistency,%Graven 0-12 Ap Loamy Sand 10 YR 2/1 None Friable 12-32 Bw Loamy Sand 10 YR 4/6 None Loose 32-146 C Medium Sand 10 YR 5/6 None Loose Parent Material(geologic): Proelacial Outwash Depth to Bedrock: None encountered Depth To Groundwater: Standing Water in Hole:None Weeping From Pit Face:none Estimated seasonal High Ground Water: refer to page 4 Percolation Rate: less than 2 minutes per inch in C soils a On Site.Review Deep Hole Number: 2 Date: 5/25/05 Time: 10 AM Weather: Pt Cl, 50 F Location(identify on site plan): , Land Use: Residential/lawn Slope(%); 0% Surface Stones: none Vegetation:grass Landform: proglacial outwash plain Position on landscape(sketch on the back): Distances from: Open Water Body: 100+ feet Drainageway: 100+ feet Possible Wet Area: 100+ feet Property line: 10+ feet Drinking Water Well: 100+ feet Other: DEEP OBSERVATION HOLE LOG Depth from Surface Soil Horizon Soil Texlure Soil Color Soil Mottling Other (inches) (USDA) (Munsell) (Structure,Stones,Boulders Consistency,%Gravel) 0-12 Ap Loamy Sand 10 YR 2/1 None Friable 12-32 Bw Loamy Sand 10 YR 4/6 None Loose 32-146 C Medium Sand 10 YR 5/6 None Loose Parent Material(geologic): Proglacial Outwash Depth to Bedrock: None encountered Depth To Groundwater: Standing Water in Hole:None Weeping From Pit Face:none Estimated seasonal High Ground Water: refer to pace 4 Percolation Rate: less than 2 minutes per inch in C soils f Location Address or Lot No: 1159 Main Street,Cotuit Determination for Seasonal High Water Table Method Used" Depth observed standing in observation hole inches Depth weeping from side of observation hole inches X Depth to soil mottles 146+ inches(none observed to this depth) Ground water adjustment 0.9 feet Index well number MIW-29 Reading Date:March,2005 Index well level: 7.1 {,GG� Adjustment factor 0.9 ft Adjusted groundwater level deeper than 11.27 teehes from surface NOTE—Barnstable GIs Department records indicate that groundwater is at an elevation below 5 feet MSL. 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? yes If not,what is the depth of naturally occurring pervious material? Certification I certify that on November 1995 1 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 raining,expertise and experience described in 310 CMR 15.017 Signature ( �� Date f t 2-005 FORM 12-PERCOLATION TEST Location Address or Lot Number 1159 Main Street,Cotuit COMMONWEALTH OF MASSACHUSETTS Cowit,Massachusetts Percolation Test Date:4/25/05 Time: 10:00 AM Observation Hole# 1 2 Depth of Pere 76 in(bottom) Start Presoak 10:05 End Presoak 10:20 Time at 12" n/a Time at 9" n/a Time at 6" n/a Time(9"-6") n/a Rate MinAnch less than 2 min/in in C soils less than 2 min/in in C soils +*Minimum of 1 percolation test must be performed in both primary AND reserve area Site Passed X Site Failed Performed by: David D.Coughanowr,R.S. Witnessed by: Don Desmarais,Health Agent Comments: Percolation testing for second observation hole was waived by the Board of Health due to similarity of soils encountered on adjacent lots in aera. L FREED COMMONWEALTH OF MASSACHUSETTS 004 EXECUTIVE OFFICE OF ENVIRONMEN FFAIRS DEPARTMENT OF ENVIRONMENTA P TECTION 11WN•0F BARNSTABLE Z HEALTH DEPT. --------------- c va TITLE 5 OFFICIAL INSPECTION FORM—NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM FORM PART A O� CERTIFICATION MAP r Property Address: 1159 MAIN ST COTUIT 02635 C)3-A C� PARCEL ' Owner's Name: BARRY SOUZA LOT t Owner's Address: 38 CURLEW WAY BOX 26 COTUIT MA.02635 Date of Inspection: 3/3/04 Name of Inspector: (please print) JOHN GRACI,INC. Company Name: SEPTIC INSPECTIONS Mailing Address: P.O.BOX 2119 TEATICKET,MA.02536 Telephone Number: 508-564-6813 FAX 508-564-7270 CERTIFICATION STATEMENT 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. I am a DEP approved system inspector pursuant to Section 15.340 of Title 5(310 CMR 15.000). The system: _ Passes X Conditi ly Passes _ Needs er Evaluation by the Local Approving Authority Fails Inspector's Signature: Date: 3/3/04 The system inspector shall submi copy of this inspection report to the Approving Authority(Board of Health or DEP)within 30 days of completing this inspe ion.If the system is a shared system or has a design flow of 10,000 gpd or greater,the inspector and the system owner s all 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 THE SYSTEM CONDITIONALLY PASSES TITLE V INSPECTION. THE OUTLET PIPE FROM THE MAIN CESSPOOL TO OVERFLOW IS AT THE WRONG ELEVATION-HIGHER THAN INLET INTO MAIN CESSPOOL- PIPE NEEDS TO BE REPAIRED ****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. Titla 5 Tncmprtinn Fnrm (,/i 5/?nnn 1 _ 'Page 2 of 11 OFFICIAL INSPECTION FORM—NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART A CERTIFICATION (continued) Property Address: 1159 MAIN ST COTUIT 02635 Owner: BARRY SOUZA Date of Inspection: 3/3/04 Inspection Summary: Check A,B,C,D or E/ALWAYS complete all of Section D A. System Passes: _ I 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: THE SYSTEM CONDITIONALLY PASSES TITLE V INSPECTION.THE OUTLET PIPE FROM THE MAIN CESSPOOL TO OVERFLOW IS AT THE WRONG ELEVATION-HIGHER THAN INLET INTO MAIN CESSPOOL-PIPE NEEDS TO BE REPAIRED B. System Conditionally Passes: X 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. n/a 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: n/a n/a 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 _ distribution box is leveled or replaced ND explain: n/a n/a 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: n/a , I , Page 3 of 11 OFFICIAL INSPECTION FORM-NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART A CERTIFICATION(continued) Property Address: 1159 MAIN ST COTUIT 02635 Owner: BARRY SOUZA Date of Inspection: 3/3/04 C. Further Evaluation is Required by the Board of Health: Conditions exist which require further evaluation by the Board of Health in order to determine if the system is failing to protect public health, safety or the environment. 1. 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 will protect public health,safety and the environment: _ Cesspool or privy is within 50 feet of a surface water _ Cesspool or privy is within 50 feet of a bordering vegetated wetland or a salt marsh 2. System will fail unless the Board of Health(and Public Water Supplier,if 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 tributary to a surface water supply. _ The system has a septic tank and SAS and the SAS is within a Zone 1 of a public water supply. _ The system has a septic tank and SAS and the SAS is within 50 feet of a private water supply well. _ 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**. Method used to determine distance n/a **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. 3. Other: n/a Page 4 of 11 OFFICIAL INSPECTION FORM—NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART A CERTIFICATION(continued) Property Address: 1159 MAIN ST COTUIT 02635 Owner: BARRY SOUZA Date of Inspection: 3/3/04 D. System Failure Criteria applicable to all systems: You must indicate"yes"or"no"to each of the following for all-inspections: Yes No X Backup of sewage into facility or system component due to overloaded or clogged SAS or cesspool X Discharge or ponding of effluent to the surface of the ground or surface waters due to an overloaded or clogged SAS or cesspool X Static liquid level in the distribution box above outlet invert due to an overloaded or clogged SAS or cesspool X Liquid depth in cesspool is less than 6"below invert or available volume is less than'h day flow X Required pumping more than 4 times in the last year NOT due to clogged or obstructed pipe(s).Number of times pumped NOT IN THE LAST 6 MONTHS PER OWNER. X Any portion of the SAS,cesspool or privy is below high ground water elevation. X Any portion of cesspool or privy is within 100 feet of a surface water supply or tributary to a surface water supply. _ X Any portion of a cesspool or privy is within a Zone 1 of a public well. X Any portion of a cesspool or privy is within 50 feet of a private water supply well. X 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.] NO (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 X the system is within 400 feet of a surface drinking water supply X the system is within 200 feet of a tributary to a surface drinking water supply X 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. a f Page 5 of 11 OFFICIAL INSPECTION FORM—NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART B CHECKLIST Property Address: 1159 MAIN ST COTUIT 02635 Owner: BARRY SOUZA Date of Inspection: 3/3/04 Check if the following have been done.You must indicate "yes" or"no"as to each of the following: Yes No X _ Pumping information was provided by the owner,occupant,or Board of Health X Were any of the system components pumped out in the previous two weeks X _ Has the system received normal flows in the previous two week period? X Have large volumes of water been introduced to the system recently or as part of this inspection? X Were as built plans of the system obtained and examined?(If they were not available note as N/A) X _ Was the facility or dwelling inspected for signs of sewage back up ? X, _ Was the site,inspected for signs of break out X _ Were all system components, excluding the SAS,located on site? X _ 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 ? X _ 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 X Existing information.For example, a plan at the Board of Health. X _ 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)J S Page 6 of 1 l OFFICIAL INSPECTION FORM—NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART C SYSTEM INFORMATION Property Address: 1159 MAIN ST COTUIT 02635 Owner: BARRY SOUZA Date of Inspection: 3/3/04 FLOW CONDITIONS RESIDENTIAL Number of bedrooms(design): 0 Number of bedrooms(actual): 4 DESIGN flow based on 310 CMR 15.203 (for example: 110 gpd x#of bedrooms):: L-1410 Number of current residents: 1 Does residence have a garbage grinder(yes or no): NO Is laundry on a separate sewage system(yes or no): NO [if yes separate inspection required] Laundry system inspected(yes or no):NO Seasonal use: (yes or no): NO p0� Water meter readings, if available(last 2 years usage(gpd)): Sump pump(yes or no):NO '4 Last date of occupancy: n/a COMMERCIAL/INDUSTRIAL Type of establishment: n/a Design flow(based on 310 CMR 15.203): n/agpd Basis of design flow(seats/persons/sgft,etc.): n/a Grease trap present(yes or no): NO Industrial waste holding tank present(yes or no):NO Non-sanitary waste discharged to the Title 5 system(yes or no): NO Water meter readings, if available: n/a Last date of occupancy/use: n/a OTHER(describe): n/a GENERAL INFORMATION Pumping Records Source of information: NOT IN THE LAST 6 MONTHS PER OWNER Was system pumped as part of the inspection(yes or no): NO If yes,volume pumped: n/agallons--How was quantity pumped determined? n/a Reason for pumping: n/a TYPE OF SYSTEM _Septic tank,distribution box, soil absorption system . X Single cesspool X 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) _Tight tank Attach a copy of the DEP approval Other(describe): n/a Approximate age of all components,date installed(if known)and source of information: 1870 PER OWNER Were sewage odors detected when arriving at the site(yes or no): NO Page 7 of 11 OFFICIAL INSPECTION FORM—NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART C SYSTEM INFORMATION(continued) Property Address: 1159 MAIN ST COTUIT 02635 Owner: BARRY SOUZA Date of Inspection: 3/3/04 BUILDING SEWER(locate on site plan) Depth below grade: n/a Materials of construction:_cast iron =40 PVC other(explain): n/a Distance from private water supply well or suction line: n/a Comments(on condition of joints,venting,evidence of leakage,etc.): TOWN WATER SEPTIC TANK: (locate on site plan) Depth below grade: n/a Material of construction:_concrete_metal_fiberglass_polyethylene other(explain)n/a If tank is metal list age: n/a Is age confirmed by a Certificate of Compliance(yes or no): NO(attach a copy of certificate) Dimensions: n/a Sludge depth.: n/a Distance from top of sludge to bottom of outlet tee or baffle: n/a Scum thickness: n/a Distance from top of scum to top of outlet tee or baffle: n/a Distance from bottom of scum to bottom of outlet tee or baffle: n/a How were dimensions determined: n/a Comments(on pumping recommendations, inlet and outlet tee or baffle condition,structural integrity, liquid levels as related to outlet invert,evidence of leakage,etc.): n/a GREASE TRAP:_(locate on site plan) Depth below grade: n/a Material of construction:_concrete_metal_fiberglass_polyethylene_other(explain): n/a Dimensions: n/a Scum thickness: n/a Distance from top of scum to top of outlet tee or baffle: n/a Distance from bottom of scum to bottom of outlet tee or baffle: n/a Date of last pumping: n/a Comments(on pumping recommendations,inlet and outlet tee or baffle condition,structural integrity, liquid levels as related to outlet invert,evidence of leakage,etc.): n/a 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: 1159 MAIN ST COTUIT 02635 Owner: BARRY SOUZA Date of Inspection: 3/3/04 TIGHT or HOLDING TANK: (tank must be pumped at time of inspection)(locate on site plan) Depth below grade: n/a Material of construction:_concrete_metal_fiberglass_polyethylene_other(explain): n/a Dimensions: n/a Capacity: n/a gallons Design Flow: n/a gallons/day Alarm present(yes or no): N/A Alarm level: N/A Alarm in working order(yes or no): NO Date of last pumping: n/a Comments(condition of alarm and float switches,etc.): n/a DISTRIBUTION BOX:_(if present must be opened)(locate on site plan) Depth of liquid level above outlet invert: n/a 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.): NONE PUMP CHAMBER: _(locate on site plan) Pumps in working order(yes or no):NO Alarms in working order(yes or no):NO Comments(note condition of pump chamber,condition of pumps and appurtenances,etc.): n/a R Page 9 of I l OFFICIAL INSPECTION FORM-NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART C SYSTEM INFORMATION(continued) Property Address: 1159 MAIN ST COTUIT 02635 Owner: BARRY SOUZA Date of Inspection: 3/3/04 SOIL ABSORPTION SYSTEM(SAS): X (locate on site plan,excavation not required) If SAS not located explain why: n/a Type n/a Teaching pits,number: n/a n/a leaching chambers, number: n/a n/a leaching galleries, number: n/a n/a leaching trenches, number, length: n/a n/a leaching fields, number: n/a 6' X 8' BLOCK overflow cesspool, number: n/a innovative/alternative system Type/name of technology: n/a Comments(note condition of soil,signs of hydraulic failure, level of ponding, damp soil,condition of vegetation,etc.): OVERFLOW IS STRUCTURALLY SOUND AND FUNCTIONING PROPERLY. SYSTEM SHOWS NO SIGNS OF FAILURE. IT HAD FIN IT AT TIME OF INSPECTION. STAIN LINES INDICATE IT HAS NEVER HAD MORE THAN T OF LIQUID IN IT.BOTTOM IS AT 8' 6" FT. CESSPOOLS: X(cesspool must be pumped as part of inspection)(locate on site plan) Number and configuration: 0 Depth—top of liquid to inlet invert: 4" Depth of solids layer: 3" Depth of scum layer: 0" Dimensions of cesspool: 6'X 8"' Materials of construction: BLOCK Indication of groundwater inflow(yes or no): NO Comments(note condition of soil,signs of hydraulic failure,level of ponding,condition of vegetation,etc.): MAIN CESSPOOL IS STRUCTURALLY SOUND AND FUNCTIONING PROPERLY. RECOMMEND PUMPING EVERY TWO YEARS TO PROLONG THE SYSTEM'S USEFUL LIFE. THE OUTLET PIPE,TO OVERLFOW IS AT WRONG ELEVATION AND HIGHER THAN INLET PIPE-PIPE NEEDS TO BE REPAIRED. PRIVY: (locate on site plan) Materials of construction: n/a Dimensions: n/a Depth of solids: n/a Comments(note condition of soil,signs of hydraulic failure,level of ponding,condition of vegetation,etc.): n/a q Page 10 of 11 OFFICIAL INSPECTION FORM-NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART C SYSTEM INFORMATION(continued) Property Address: 1159 MAIN ST COTUIT 02635 Owner: BARRY SOUZA Date of Inspection: 3/3/04 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. VIA in Page 1 I of 1 I OFFICIAL INSPECTION FORM-NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART C SYSTEM INFORMATION(continued) Property Address: 1159 MAIN ST COTUIT 02635 Owner: BA:RRY SOUZA Date of Inspection: 3/3/04 SITE EXAM _Slope _Surface water _Check cellar Shallow wells Estimated depth to ground water 12+feet Please indicate(check)all methods used to determine the high ground water elevation: NO Obtained from system design plans on record-If checked,date of design plan reviewed: n/a YES Observed site(abutting property/observation hole within 150 feet of SAS) NO Checked with local Board of Health-explain: n/a NO Checked with local excavators,installers-(attach documentation) NO Accessed USGS database-explain: n/a You must describe how you established the high ground water elevation: GROUNDWATER WAS DETERMINED BY AUGER-NO WATER AT 12' it 94' - 1159 MAI1 ' A5 ST1114j t, .-92'-6• 26'-B• _ 24'-0'' 11'-O'T <.r v ,COTUIT MASSACHUSETTS 29•-T PLANTING NOTES: e.. 8 ,SPA/TUB •�.w e.�a •p a uu MAHOGANY 21 T.•u euww w ne n 1X4 DECKING 118 IL MASTER sTOM EE b -p SUITE, 119 us - - 6ri6 Desl6n X •B•X rO' BATH 2 X115 X118 1zB PORCH R-Wons DECK b p . ' --OAK STRIP— X O7 18 120 '4 •C 1 �---J —� ' Li__ e ll8 m A9 18 G W I I r \ I �F�� r(° 1B A ILJL"'/ FT ll7 I •e•X 7O 110 I o1] BO I CLO, i 116 a 'A_6 O LAU DIY I --------- R tl o.7'O' I I ON y9 ONE ST0 TILEpil C\ MAN ANY I O J 1X4 D CKWG IB REF 112 I —OAK STRIP.— LIVING m O `.my KITCHE I b p ! Ip-6 t 7� 114 = GNG DESIGN Inc. b B I I I,c I FwsH STONE 106 II 105 Ilb I I STAIR HEARTH ^v '�,� 247 ONSETAVENUE,ONSETVE.LAOE v A I I ENTRY 2 I IQ —dAK STRIP— I�+ , s I 113 ® P.O.BOX 1200 106 II - 116 { i DINI UP A-4 ONSET MA 02532 MUD RM -106— - I --OAK STRIP-� A TEL.508-295-2952 f2 IU WINDOW SEAT u- -� --- --�--- I-" �71, I 104 FAX 508-743-0903 1 IA-1 % BREAKFAST 2 1 e' 9 PLANTING I I I iP11U'1 rS BED I +� Q lIIf deSl .COm oo 0@gn8 Bn p 109 7 I + GARAGE � I I ro ENTRY 101 .. �-BL.sTON.FIR ` b r---J O.o.8'O•x ro• sb. .p.y ra Floe TAR 102 Xl0 D O D O O - O 1Bl P❑ CH F. S- o GARDEN m If TERRACE y a l03 aB - aD3 FAMILY B'-O' 4•-o' r 1•-6' a � 4 A MAHOGANY Y BRICK BOARDER } —OAK STRIP— 1X4 DECKING_ m b � 1°' I A 9 P G ED I 91v.TO' 9'a.7l'Y _.-q 4, . w 'e f 1936 sgft t HEATED SPACE . Sheet m1e: l FIRST [ FLOOR 1rg y,_o. 1•_6. y,-0' r-1' PLAN T-4' 9'-9• 9'-9' 2'-4' X-10'. + Pmlect: 28'-O' y{,-O. l 16'-0. 6,_6• 44'-0' n Dtown Br.. (36 �. Checked Br.. zo-6• Scale: - 1/4"=11-01, 7s'a Date: � April 29,2005 Sheet Number. _ It. First Floor Plan Scale:1i4"=.r-0" 1 J L 1� 'I - 1159 MAIN, ST1114jl-TIT COTUIT MASSACHUSETTS ® MOTES: by \ // I .w 6n6 a...s,�...�,,•.�.. iv \ I 11'-40�•I I y3• I-11. �' ( n�nnen � GM6 OE91GM Mc e ---- I 04 BEDRM n�E 207 (:, I CLO. T ® I 206 @ i 6n��cesl�M lae I// 3 Z.STRIP) \/ BAT s 6 s r I 176 'a, i Revhtonx ® 206 dFFD°' 204 O ---- --------- -- I 208 I-- r_________________ I A I 205 I 0'-02 ,�d qq 2' 2-5- O'a•x 7' 27'-141' �� I 101 73�1 14 40 0Y/ Y 2• 4'-22' 2'_T '-3�' O I 2B4 I a �1• 6'. 209 MALL I 205 9 Q.®o I 4 B H -—-—-—-—---- -- IA-6 I e L GNG DESIGN Inc.OAK STRP, 96'KMEe WALL I 0 1"4• 91' 4- s2' 41 ■ 247 ONSET AVENUE,ONSET VII.LAGE 2 2 1 P.O.BOX 1200 F2081 ONSET MA 02532 I AT BEDRM I TEL.508-295-2952 LOAK /STRIP` a --- 204 o s o R FAX 508-743-0903 I zu p A za _ 1 § II I I ------� n 02IA- STORAGE 2 ROOM A a zoz * t zce o I ��g' SII• O �. info@gng-design.com q I I I c �qti P 3 5-5.1. 5 51, A_5 I IC---T 3'-22' 2'-92' 9'-1�•" BI F 203 - I / \IC I___11 9 , 3 1 /T\ 2• 3-62 2 b r— 2• 2' df Z.STRIP Z\ OAK STRIP 2 j Q L- I I \\\ I 44 I \ BEDRM BEDRM E \ I ------------ _ - --- ------- - ... 1995 sqft Y i HEATED SPACE Sheettme: SECOND 42--01 FLOOR PLAN 7-22' 19'-7' T-22. 91'_O• 2q10. N'-0• Project 59'-O' '-95O' Drawn By: GG Chocked By: S.W.: 1/4" Dcte: April 29,2005 Sheet Number. a-4 Second Floor Plan Scale:1/4"=r-0" 2 I i' .1 t, " r 1159 MAIN '. ST1ILIT * , � COTUIT MASSACHL7SETTS 1 A-5 1A7.0 NOTES: W.mv ' rill I I I I I i A7.0 A7.0. SIM. 1 I I I I T....,. a.....m..a... e m (� ' t --- A7.0 I roam pwuma as m . 6 I 1 --- ---------=------ I L - f � 1 7 nCJ1'''�II is , — A7.0 /\`�U r SM a SIM. GNG DESIGN Inc. 247 ONSET AVENUE,ONSET VMLAGE 6 SiM. r q_4 ONSET MA 02532 - TEL.508-295-2952 ` - •- - FAX 508-743-0903 1 IA-B 4 I I A7.0 info@gag-design.com o � ' A7.0 I A7A I r} I A7A A7A A_5 J I P SIM. A7A A7.0 SIM. A7.0 a 4. -. -r- 7 . r e S qq ----------- -- 4 A7.0 A7.0 Sheet Title: ROOF 2 PLAN _4 ' ProJKh. .. - bmwe By: GG Checked By. Scale: 1/4"=11_01, April 29,2005 Sheet Number. ® BID Roof Plan Scale:1/4"=r-o„ 3 pi 1� J ^° r GENERAL WORK NOTES 'HI139 MAIN 1 11 Y.1" T '1. GENERAL CONTRACTO0L�r.G.C.) TO MAKE THOROUGH II 1J JJ T VISUAL INS PIE -;", PREMISES PRIOR TO SUBMITTING MAIN— � PRICE DUE TO THE EXTENT OF WORK REQUIRING FIELD VERIFICATION AND INSPECTION. CO/TUIT MASSACHUSETTS 2. ALL WORK SMALL MEET OR EXCEED REQUIREMENTS, /y REGULATIONS, CODES OF THE MASSACHUSETTS STATE COTLTITA UNIFORM BUILDING AND FIRE PREVENTION CODE, AND THE ORDINANCES OF THE TOWN OF BARHSTABLE ; 4MD OTHER AUTHORITIES HAYING JURISDICTION. NOTES: � 3. ALL WORK,SHALL BE SUBJECT TO BUILDING DEPARTMENT APPROVAL. THE CONTRACTOR SHALL ARRANGE FOR ALL REQUIRED INSPECTIONS AND SHALL PROVIDE THE OWNER. Wm+•^mx.n.ro^..x... WITH A CERTIFICATE OF OCCUPANCY FOR ALL WORK a °vim O° u ..r.nrmn PRIOR TO FINAL PAYMENT. •GNG D..,m°Fc.° 4. G.G. SHALL FOLLOW ALL MANUFACTURERS SPECIFICATIONS AND INSTRUCTIONS ON PREPARATION AND INSTALLATION OF Tx... PRODUCTS CALLED FOR UNLESS OTHERWI36 NOTED GNG DESIGN, ON DRAWINGS. • S. ALL WORK SHALL BE PERFORMED COMPLETE, LEAVING GNG'DESIGN.L,c.M°m. EVERYTHING IN WORKING CONDITION, WITH ALL MATERIALS, LABOR AND EQUIPMENT PROVIDED BY THE CONTRACTOR EXCEPT AS SPECIFICALLY NOTED, OR ARRANGED IN WRITING. - Revblons: 6. ALL WORK SHALL BE CONSIDERED NEW EXCEPT AS OTHERWISE NOTED AS 'EXISTED' OR "RE-USE". 7• ALL NEW WORK , G.G. TO PROVIDE SUBMITTALS TO ARCHITECT/DESIGHER OR VERBAL DESCRIPTION FOR APPROVAL. B ALL WORK SHALL BE MADE RIGID, AND WORK ADEQUATELY BRACED AND SUPPORTED TO SUSTAIN ALL IMPOSED LOADS AND TO PREVENT MOVEMENT. ® ® 9. THE WORK SMALL BE CONSIDERED ALL INCLUSIVE AND SHALL INCLUDE BUT NOT BE LIMITED TO PROVIDING ALL FINISHED (PAINTING OF ALL SURFACE), ELECTRICAL WORK, PATCHING AND ENCLOSURES OF DUCT WORK, AND BASEBOARD. 10. ALL WORK SHALL BE FULLY GUARANTEED FOR HOT LESS THAN ONE YEAR FROM THE DAY OF PINAL ACCEPTANCE. OF THE PROJECT BY THE OWNER. -14. THE CONTRACTOR SHALL REPORT ANY DISCREPANCIES GNG DESIGN Inc. IH THE PLANS AHD SPECIFICATIONS TO 247 ONSET AVENUE,ONSET VB,LAGE THE ARCHITECT/DESIGNHR. THE CONTRACTOR SMALL VERIFY ALL P.O.BOX 1200 O ® ® CONDITIONS qLAYOUT. VERIFY ALL ITEMS PRIOR TO ORDERING. TEL.508-295-2952 12. CONTRACTOR TO LEAVE HOUSE AND PROPERTY IN CLEAN FAX 508-743-0903 AND READY TO BE 'LIVED IN' CONDITION. -_C�mg u On .ieSIgR'COm 13. ALL CLAIMS FOR EXTRA WORK MUST BE APPROVED llll IN WRITING BEFORE WORK IS BEGUN, OTHERWISE THERE WILL BE NO OBLIGATION BY THE OWNER TO REIMBURSE THE CONTRACTOR. _ GRAPHIC SYMBOLS DRAWING SYMBOLS ARCHITECTURAL ABBREVATIONS LOCUS MAP PROJECT DIRECTORY DRAWING LIST oeb.Ymee.: POP reo.a Rm.n �c OI(T Posl.axd x""'� )} OWNER ®EMM COWMN GRID —BXS..a.. A I.N.m°°�low °amP:b..l dI.P°n..r .., � � ` y 'ri`' t F�`. `S TITLE SHE i `I' uo a rEc Rn:.B�aw.n.r aoNne P Poroia 1P. I:dia T-1 PORIM.a d:0 L'o+• pUVFI/COMP.FILL DEWLS Shy1°�p1a N3BPMAlK)N5: iw Mar EmN �NIXII PN°I®Ue I"amts 25 '317 1 �' r T k3 k " o/ \ ? SET1C/CIVIL 3 (°Omr"I�xm 5"n.O^aJ ur ee=w rkl.nvd Meer iwoP neerexmM P°LLMD cM� Q f y ,,,mm Pocn/Imcc k6. ecr °`°�:Bi la° Pxo SITE C SEPT-1 OPTIC I<IIOOPLIW�Yplllllpiw4vy rm.l a e 1 Peo ruml.nee otn.n \ t - '�' it m / IVIL sEcnaN .odr ail°;i=ele nm m,.,d oree3' or °v°m m. ., � n n L a„t � -A TURNING MILL CONSULTANTS SEPT-2 SEPTIC semen xeme.rr 1. g Oreni,y Sono a, awmlo.m a aea..a uae , r .I.Bvbs:noiB4.'Wi lyg. ah s c '"z , coxcPElE °" a° Ouv aelna::d .4 JAMES P. STROKE, P.E. 'asµei eai Pen+ .adeveAtw r� y 4 y, k4- ' ake�aa a RON i(d) 9r� �3 n aJ P.O.Box 1159 ARCHITECTURAL ®eRlrx WNJ.TYPES BSMr m..nenl cCOYP �.�m Pev "•). �r "Srfiool St .COI It "?'xt�$r SANDHICH,MA 02563 oetm xvme.r ea b le:"0 RH dym°nene ="s'q+A �F ;tz s`. o- —�-- Mn Im�xeen Hoed ee.`dd•ood n ,� .. .+<s»v'a 3 (508)888-4383 elXc ee�l'd�q° wP nen .moo �'r"a,ama 31,.. '� A} �+ _ A-1 - FIRST FLOOR PLAN ND n:�r d y A-2 SECOND FLOOR PLAN coxcPErz aLacx IXXM NUMBER �r nelle" t PO °P° ° Pk�' �aoi a' " �'* `N"( ga3 o LANDSCAPE ARCHITECT - ��Oee,xvmem 11A1f mkx HY� �=.wm.bl �,. Rtl s t I A-3 ROOF PLAN u..I u M=.°men EOO wud�p s axE o.�oo wo sP:e a S. .n:°°n" ���� Cra�� �Bt�: �' � � � A-4 BUILDING ELEVATIONS WINDOW TYPE fJd mHn t 4 Hcbd.(d),Ma) +� S'1 k p �, "f,{ 'wt`b4 Sheet Tfze: ��//11 BIY .M�eo c xrnde^Troe Ca. ate'^ INS P°wlal.(dj$vn) sc >i `�`" pn \.. ' ' $"•., '' ` , x A-5 BUILDING ELEVATIONS ®Lora.Scve O— a`H �e.oml ixv mu_dote sssR a bae..nea •{ y \ °Im°`^ " °I'd° ' �s+�+�td 3 \ A BUILDING SECTIONS smm Seel. OE]UND HEIGHTS sm :tNaeAl a -W A x�k)^'N . �r+'1Pkw celr"a Be.euero aP mr.ren=. +r lext m° M^maev(ka) - CSE^j'7r8B(2� A-7 DETAILS ®m+I3.m Haco co a1Le) xo w«mm °. Pins RldgE{hj [ *�r, STRUCTURAL ENGINEER NorAnoNs Iw .� Aal.st ( ..: Yx ra,„ w :� STRUCTURAL RoueH wean ® (Ikn;W Uw"1oti•xvmeer eoMv yob°:°(ed).Do^).Dele) ue bee en m I;?nN"'n° 6 I ° �` °�"a" t'• TURNING MILL CONSULTANTS uv arom \ s coNc aon<r:u m d ,Hz t• ° on Rd' ' AL JAMES P. STROKE, P.E. S-1 FOUNDATION PLAN DETAIL N2FA <MU n 1.mavonrY unit W iP0 Idlel P.vai dl.pviuvr 1 f ..,.sc^I"'TURNINMd4 Oimevbnal Wmear Ony a'°uW�N'n lT 4u d.0 bn ue=nd 9rvwe .4' 'S 4f '� d' ' o aed o.:en o u o^ IaM w 8oa" .eym oc a a ro vel. r y\ y } b �t P.O.Box 1159 5-1.1 FOUNDATION DETAILS M 0e1v"" =oenb, uN a d 000.d roPP•r bn a:ma °s'�. °`,%<3y P}"'^0pw >�*sSP'• s '° SMDWCH,MA 02563 S-2 FIRST FLOOR FRAMING <d w.eed °"'• _ nd zs ( LIE a{ (508)888-4383 S-3 SECOND FLOOR FRAMING Protect �LYWOnO EQUIPMENT EawPnanl Rvfennc.Nameer eNG a a0 lm NN/`.1( I°^°1OYn'ap.NnO M uM.,wt 3 .-� `�' `.> A �T.� ' ( S-4 ROOF FRAMING r ale a4V E m d. ECH anka UNe a nobd.—It. a i .�d . Drawn B smon Scel. dM .. Mm ,mr,.°lal°m un vr°inol' .v s N�;„.3i v y Y `k*`s r. GG NORM ARROW Beiil ddevee nena rnl me ° ^cx.oa.e•lo-osen co drzror'....v:xr.alr n..P.ssnea�. •.?' �.. ..� .^• .,.� :*.i, - ulq MnMum eoMe, GENERAL CONTRACTOR Checked By: P,dnDr eoMm fir""x"'" oDe eA,i ° �Miisc Io„ow. vP;,r J.n�l � ELECTRICAL (V�x) �.�, aN(Pml°ct PavrmKe) D, dan.wner mold`9(�) VLP 'nyl rompo.Itlen H6ce e°i:eid=(a) mevn vIP .sdy u neld Scale: I lar`9e.5=vle EVIL e=Vk.elvr cevkr x.T Murelel a n smal xae REVISIONS w� Ntc nMin=onlr°ct w iem o et Dafe: (/RE ISIONS EN HIc ^ot N°=°le P ,`.Io'r ona) April 29,2005 mPsuM eO.Po R.".I a x en= Y e xi..m..n on locvtbn QH ul H EIXxf .°aPO.nw° am °w°�°Yaa�Odbmem nrdnn° Sheet Number. III AUYIHUY ON m aed T ,� I s VICINITY MAP N T S DESIGN FORMULA: PROPOSED 24"BOLTED&GASKETED ' FOUNDATION H-10 FRAME&COVER W/ DESIGN - /# * - NOE:CO LE AFTER CH DRILL A ELE</A 170N SCHEDULE (NO CJ,RB4GE GRINDER ALLOWED WITH'THIS DESIGN) CONCRETE RISER TO GRADE 6"OBSERVATION/ 1 8" HOLE AFTER CHECK VALVE ELE✓A 77ON SILL EL. 39J5 SAMPLE PORT 1,000 GAL RESIDENTIAL H-20 / - {J �s FINISH GRADE 2'MIN AIR io TO DRAIN FORCEMAIN s[[ECEVAnO,v J9.75 SYSTEM REQUIRED PkOVIDED REMOTE BLOWER PRECAST CONCRETE PUMP CHAMBER GRADE EL. 39.0t 3"VENT sEwER MYFRr Ar BUILDING FACE M17 DAILY FLOW: '�y�. t FIN.GRADE J8.503 FIN. GRADE 36.50 'x �INVFRT/NTO M/a9-FAST TANK sa 75 - .. zZWER/NI•FRT OUT OF Miao-FASr TANK Jf-50 MAIN STREET 6 BEDROOMS ® 110 GPD/BEDROOM 660 GPD - - FENCER/N6ERT/NTO DOSE CHAMBER '° REALTY TRUST - 4 SCH 4O PVC VENT FORCEMA/N WNFT OUT OF DOSE CHAMBER JA.15 NEOPRENE CABLES,L AND PUMP OFF Jo.7J I - SEPTIC TANKS: T.O.T. EL 36.00 660 GPD x 2007, .e T.O.T. EL. 35.40 MERCURY FLOAT SWITCHES PUMP av ,,.65 4"SCH 40 PVC 3" 4•$CH 0 ALARN J1.60 LEACHING AREAS: CONTROL SCH 40 PVC 5= 0.02%MIN. TO DOSING MANIFOLD DESIGN , 2 TRENCHES 056' LONG x 4' WIDE \ INV. ,r ELEVATIONS ELEIvA AON SCHEDULE DES/GN . 2 EFFECTIVE DEPTH \ INV. 6• I INV. EL ECEtvAAON s s EL 3" NOTE:CONTRACTOR TO spelt xtl /�� SIDEWALL•(56'x2')x2x2 448.0lSF DIA +� 34.40 ALARM:EL. 32.60 ; DRILL A 1/4"HOE AFTER FORCEMAIN/NWRr O BENO UP 70 MAN/FOLD JA90t di 35.17 EL ,0" o z IT 11 BOTTOM: (56' x 4')x2 448.0 Sf\ 34.75 1 - PUMP ON:EL 31.65 G'°^1'Tr9a Rtl .x✓,. TOTAL: 500 T_ a 7, CHECK VALVE TO DRAIN MAN/FOED/NYERr M/O PT®FORCEMAIN CONN. J4.90S eRtl„ ,rLOCU 96.0 SF GALLON PUMP OFF:EL 30.73 FORCEMAIN MAN/FOLD INHRr®Ems JA lot 8 ' - ,. '� „ "'tees LEACHING CAPACITY: F1 1,LLO 134.50E INV. EL 34.1 uTrnALs-LAID FLAT .zsez 14" IN ...",, St :` 4.,; z ,. ,..,. ' SIDEWALL: 448 SF x 0.74 GAL/SF 331.5 GAL 30 50 GALLON SITE BOTTOM EL. 30.5 ELEYABON OF GROUND WA 7ET TABLE BOTTOM: 448 SF x 0.74 GAL/SF 331.5 GAL CONCRETE f'iY PRECAST (TAKEN FROM 7Esr gr,VU,veErt/1) NavE asmet'm TOTAL, 660 GAL 663.0 GAL CONCRETE PRO U. TS CORP. 1,500 GALLON HEAVY. �..�1 P^ Mic,.FAST INSERT _ GATE VALVE W/ " SOIL LOG TOP MICRO-FAST TANK BY BIO-MICROBICS, INC. L12 "MYERS PUMP CO." MODEL SRM-4 INTEGRAL UNIONS TEST HOLE#') - ELEV.=38.Of OR APPROVED EQUAL �,,COMPACT GRAVEL 4/10 HORSEPOWER RATED 40 GPM •� •� BASE��QQN COMPACTED - 5 AT 12 TDH (OR EQUAL) 2'CHECK VALVE _ 1.1 59 MAIN SOIL(DEFcH6jM EE LABOTTOYER HORIZON IL SOIL USDA)URE (MIUNSELL) MOTTUN CONSISTENCY,L COLOR E U�DRR OTHER TRU AVEL) SUBGRA�L1- (TYPICAL) MICROFAST AND°DOSING CHAMBER PROF ILE STREET 0'-12" 37.0 Ap LOAMY SAND 10 YR 2/1 NONE FRIABLE SCALE: N.T.S. - SEPT- ` , 12"-32" 35.3 LOAMY SAND 10 YR 4/6 NONE LOOSE - ,0 YR 5/6 4"PUMP CHAMBER VENT W/ N� - 2"-146 25.8 C MEDIUM SAND NONE LOOSE •ORENCO" SYSTEMS AIR FILER &CAP ALL DIMENSIONS ARE PERPENDICULAR TO THE PROPERTY LINES. ' 4"FAST'SYSTEM VENT 2. ALL SYSTEM COMPONENTS SHALL BE INSTALLED IN COMPLIANCE WITH THE STATE SANITARYr A&E FIRM SOIL EVALUATION BY: DAVID AI0. COUGHANOWR, R.S - W/INSECT SCREEN - CODE TIRE V AND THE BOARD OF HEALTH REQUIREMENTS. - WITNESSED BY: DONDESMARAIS, HEALTH AGENT, BARNSTABLE BOARD OF HEALTH - DATE: APRIL 25. 2005 BLOWER NTH 3. ANY CHANGE TO THIS PLAN MUST BE APPROVED BY THE BOARD OF HEALTH AND DESIGN ENGINEER. In TlJ 1�.L\ING 1tli1LL PERCOLATION TEST: DAVID D. COUGHANOWR, R.S -�. HOOD- 4. BEFORE BACKFILLING THE SYSTEM, THE CONTRACTOR SHALL NOTIFY THE DESIGN ENGINEER WITNESSED BY: DONDESMARAIS, HEALTH AGENT, BARNSTABLE BOARD OF HEALTH 6" THICK CAST IN AND BOARD OF HEALTH TO INSPECT. - PERDATEC APRIL 25, 2005 3•_0^ PLACE CONCRETE P S. HEW EQUIPMENT SHALL NOT TRAVEL OVER DISPOSAL.SYSTEM DURING OR AFTER CONSTRUCTION.. CONSULTANTS,INC. PERCOLATION RATE: LESS THAN 2 MIN/INCH IN C SOILS, NO GROUNDWATER ENCOUNTERED - IN UNDERGRO 6. TIGHT JOINT(T.J.) PIPING SHALL CONSIST OF POLYVINYL CHLORIDE (PVC) PIPE, SCHEDULE 40. ENGINEERS AND CONSTRUCTION MANAGERS ELECTRI ALL PIPES TO BE LAID ON FIRM BASE AND TO BE WATERTIGHT. ALL CONNECTIONS AND JOINTS. 171 ROUTE 149 UNIT B MAP 19 SHALL BE MECHANICALLY SOUND AND TIGHT. MARSTONS MILLS,MA 02648 LOT 127 - �I �'° 7.. PROPERTY LINES FOR LOT(MAP 34, PARCEL 1 ) ON DEED RECORDED IN DEED BOOK 13577 PG.110. TEL:508420-7244 ' - AND COMPILED FROM DEEDS ON RECORD AND PLAN RECORDED IN THE BARNSTABLE COUNTY REGISTRY FAX:508420-7388 - 41 'NOTE: B R M ST IN LAND COURT AS CERT. NO. 15257. - BE LO D WITHIN -- - - 8. THE DESIGN ENGINEER SHALL CERTIFY.INSTALLATION. - _ 100' FAST UNIT. SITE ADDRESS LLL /� i b5 � - - - 2'MIN - 9. PARCEL SHOWN ON ASSESSORS MAP 34 LOT 1 AND IS ZONED RF (RESIDENTIAL DISTRICT) PER - r , •Sy ^ - - AIR PIPING TOWN OF BARNSTABLE ZONING MAP. - / 4 'h h� - 10. LOT IS SERVED WITH TOWN WATER SERVICE. NJ'40'02"'TE(CAkC} •MICROFAST 0"75 NT DETAILS 3 11. SUBJECT PROPERTY LIES WITHIN A TOWN OF BARNSTABLE AP DISTRICT (AQUIFER PROTECTION OVERLAY DISTRICT). - / 113.4T(CALL) i 1 - 1 SCALE: N.T.S. SEPT-1 12. SUBJECT PROPERTY LIES WITHIN A TOWN OF BARNSTABLE RPOD DISTRICT(RESOURCE PROTECTION OVERLAY DISTRICT). 1159 MAIN STREET o - 13. PROPERTY IS LOCATED INN FLOOD ZONE C. PER FIRM MAP 25001-0018 D, DATED JULY 2, 1992. COTUIT, MA 14. HOUSE FOUNDATION IS NOT EXISTING. 54 2 5/8. 15. ALL DISTURBED AREAS WILL BE LOAMED AND SEEDED IMMEDIATELY UPON COMPLETON'OF CONSTRUCTION. �•1 / 1 CONTRACTOR TO OBTAIN REQUIRED PERMITS. q QQ r 35 -- `EXISTING 'Z ,H 147/S.F. I i ° 2.5" 17�IS THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY DIG-SAFE AND ALL UTILITY COMPANIES.PRIOR TO CONSTRUCTION 1---_-_ CESSPOOL'` ' s - F LOCATION OF ALL UNDERGROUND UTILITIES AND UTILITY COMPANY APPROVALS. TO BECRUSHED ALL 36_ --AND FlLLED_--- -- - / I "` - 18. ALL EX TING UTILITIES SHOWN ARE APPROXIMATE ONLY AND ARE NOT WARRANTED BY THE OWNER AND ENGINEER ��` 1 - _ • _ TO BE RECT, NOR DO THE OWNER OR ENGINEER WARRANT THAT ALL UNDERGROUND UTILITIES ARE SHOWN. SUBMITTALS CAPACITY •19. CONTRACTO 0 PROTECT ANY UNDERGROUND UTILITIES FROM BEING DAMAGED. . A 20. PROPERTY UN NFORMATON IS COMPILED FROM DEEDS AND PLANS OF RECORD AND IS NOT THE SURVEY.RESULT OF A F BOUNDARY SUR - GALLON 1.LL.N _ - GALLO ��rrrr�� CAPACITY _ S C TANK OPENING FOR FAST® -. - y0 PRO I S NOTE 3. MODULE TO SIT IN TANK 0. r E FAST M NO a BLOWER WITH H � TES: / HOOD _ MAP 34 _ (BY BIO-MICROBICS) I a T. LOT 2 TWO 20" MANHOLE COVERS SEE NOTE 4 1.THE CONTRAC SHALL FURNISH AND INSTALL (1)'MiCMFAST 0.15 TREATMENT SYSTEM AS A OS/09/05 ISSUED FOR PERMIT ro 1 / o a T SEE DRAWING MAP 19 0 / m{ AND RISERS, - AND DRAWING MANUFACTURED BY O-MICROBICS, INC. THE TREATMENT SYSTEM SHALL BE COMPLETE WITH LOT 130-1 I oI - I > �c� - MICROFAST - o zl ^ (ONE COVER WITHIN 6• AND NOTE 2 FOR MICROFAST®0:75X ALL NEEDED EQUIPM AS SHOWN ON THE DRAWINGS AND SPECIFIED HEREIN. - PROFESSIONAL STA P p - I I OF FINISHED GRADE, 0 VENTING OPTIONS m OTHER COVER WITHIN 2.ALL WORK.MUST BE E IN ACCORDANCE WITH LOCH I o L CODES AN E D REGULATIONS. is.B 0 12 OF FlNISH GRADE) - � � INSTALLATION OF THE Micro 0.75 SHALL BE DONE IN ACCORDANCE WITH THE WRITTEN I f o / J INSTRUCTIONS PROVIDED BY E MANUFACTURER. I ' DECKS i _-_--- - - 3.ALL APPURTENANCES TO THE ST UNIT(e.g. SEPTIC TANK, PUMPOUTS, ETC.) MUST T±� M PROPOSED 0 L---- FO - CONFORM TO ALL COUNTRY, STATE, ROVINCE, AND LOCAL CODES. ' DRIVEWAY WIDE 'I I /� 3• MIN.VENTING PIPE - EV SIR 12' WIDE I PROPOSED Moro AIR / .r SEE NOTE 7 4. THE BLOWER SHALL BE MOUNTED R OTC, UP TO 100 FEET 30.5 M MAXIMUM WITH NO II 2 STORY BLO HOUSING - ELCTRI CONDUIT ry MORE THAN FOUR ELBOWS, FROM THE OFAST UNIT ON A CONTRACTOR SUPPLED II 8 BEDROOM I - _ (TO BLOWER - CONCRETE BASE. THE BLOWER MUST NOT IN STANDING WATER AND ITS ELEVATION MUST ' HOUSE 6• CONTROL SYSTEM 8E HIGHER THAN THE NORMAL FLOOD LEVEL TWO-PIECE, RECTANGULAR HOUSING SHALL BE " I OBSERVATION BY BIO-MICROBICS p ) PROVIDED WITH TAMPERPROOF SCREWS..THE D CHARGE AIR LINE FROM THE BLOWER TO THE PORT, E____ r ,I s MICROFAST$HALL BE PROVIDED AND INSTALLED Y THE CONTRACTOR. �±r� PORCH : :PORCH j MOUNTING5. THE 5.0' I TOP OF 40 MIL EPDM LINE HARDWARE, - 2• MIN. BLOWER PIPING - CODE FOR LONGER R WIRING CAL EDISTANCES. ALL WIRING M BE WITHIN 15 TE�CONFORM OF THE BLOWER. CODE.THE INPUT LOCALLT i 28• _ EL 31.00 MIN. - JOINT MUST V I -•• --- ------•----•-- SEE POWER REQUIRED FOR THE BLOWER IS i t 5/230 VOLT, SINGE PHASE, 60 50 HERTZ, 3.8 1.9 MicroFAST OS I I II Ih _ AT TANKS, BOTTOM EL 25.00 NOTE 8 BE WATERTIGHT -1 t 25• FULL LOAD AMPS, MINIMUM WIRE SIZE IS 16 A.W.G. (LOC D ROTOR AMPS ARE 16.6/9.3).ALL -_ �� \.` CONDUIT AND WIRING BETWEEN THE ELECTRICAL CONTROL EL OPTIONAL THE POWER PRETREATMENT I SEPARATE M ER VET AND ` "•5�� SUPPLY,AND THE BLOWER SHALL BE FURNISHED AND IN D BY THE(OPTIONAL), DRAWN BY: SRS TANK AND SYSTEM i - 21 9 1' 9 PUMP CHAMBER VENTS - - - II COMPONENTS SLOPE CONTINUOUSLY ` I 11.2' UPWARD TO VENT DISCHARGE 6.THE ALARM SYSTEM SHALL CONSIST OF A VISUAL AND AUDIBLE ALARM TO INDICATE LOSS " OF POWER TO THE BLOWER AND/OR HIGH WATER LEVEL A MANU SILENCE SWITCH IS CHECKED BY: M.F.J. 4' INCLUDED. BOUND (FIND) 2 FM "I _ - - 7. VENT TO BE LOCATED ABOVE FINISH GRADE OR HIGHER TO AVOID IN TRATION. CAP WITH TOP OF BOUND I `•- 3'VENT, SCH 20 PERFORATED PVC - - T ELEV=38.00' y�TN 12.7' VEM PIPE LAID FLAT I 3" MIN. - I 47 9• 6"VENT GRATE W/AT LEAST 7.1 SQ. IN. OPEN SURFACE AREA SECURE � STAINLESS STEEL SHEET TITLE: 11 Q, INVm29.42 TO AIR FILTER INFLUENT SCREWS (SEE MCF 0.5 X DRAWING). 104.48' CALC - WASTE 6" DIA HOLE--,,,.,, 2 '4900 E _ .Sg SEE NOTE 3FAT 8. PLACE A PIPE CAP ON THE TOP OF THE INFLUENT PIPE EE,THE BAFFLE MUST EXTEND PROPOSED SEPTIC Jq `'--- ----- ` � -42.5" FAST'TREATED PAST THE WATER LEVEL 3' MIN. AS SHOWN ON THE DRAWING. - SETTLING EFFLUENT 1,320 GALLON 4'WIDE X 56'LONG ZONE TREATMENT' ZONE DESIGN PLAN DOSE CHAMBER/ 2' EFFECTIVE DEPTH - ZON GAL. 24' 1000 GAL - - DISTRIBUTION BOX PRESSURE DOSE LEACHING FIELD MICROFASi®INSERT SEPTIC SETBACKS (IdIN_1 ' 1 FSFNtt (BY BIO-MICROBICS) - LEACHING TRENCHES ®TH TEST HOLE LOCATION 10'PROPERTY LINES EXISTING STOCKADE FENCE - VIEW A-A ID" MIN. 20' BUILDINGS _ 100' WETLANDS X 62.5 EXISTING SPOT ELEVATION SHEET NUMBER: GRAPHIC SCALE - -10- - EXISTING CONTOUR PROPOSED SITE PLAN 1 20 0 10 20 40 MICROFAST 0.75 SYSTEM DETAILS 4 SEPTIC TANKS -10 PROPOSED CONTOUR SEPT-1 1 10' PROPERTY LINES' = 20' C_1 - SCALE: N.T.S. - gg " • 10'BUILDINGS - - -�:. 100' WETLANDS •'M NOTICE TO INSTALLING CONTRACTOR - -6.., 1. THIS SANITARY DISPOSAL FACILITY SHALL BE INSTALLED IN ACCORDANCE ' WITH THE REGULATIONS OF THE LOCAL BOARD OF HEALTH AND TITLE 5 OF THE STATE ENVWED WITHOUT CODE P O VARIATIONS FROM THIS PLAN ._ PRESSURE DOSING DESIGN CALCULATWNS*� MAIN STREET SHALL BE ALLOWED WITHOUT PRIOR APPROVAL Of THIS OFFICE. - - 3. THE LOCATION OF UNDERGROUND UTILITIES HAVE BEEN TAKEN FROM THE BEST AVAILABLE INFORMATION. HOWEVER, IT IS NOT WARRANTED THAT 1. 1/4- PERFORATIONS EVERY 36% ALTERNATING AT 5 AND 7 REALTY TRUST THE LOCATIONS ARE CORRECT, NOR THAT ALL UTILITIES ARE SHOWN . IT O'CLOCK POSITIONS. SEE LATERAL CROSS-SECTION DETAIL SHALL BE THE CONTRACTOR'S RESPONSIBIUTY TO NOTIFY DIG SAFE FOR THIS SHEET.2. LATERAL DIAMETER:1-1/4" PVC/MIN DISTAL PRESSURE:2.5 THE LOCATION OF ALL UNDERGROUND UTILITIES PRIOR TO EXCAVATION 3. IF AN AS-BUILT SURVEY OF THE SYSTEM IS REQUIRED, THIS OFFICE 3. DISCHARGE RATE/PERFORATION=1.17 GPM ., SHALL BE NOTIFIED PRIOR TO BACKFIRING THE SYSTEM COMPONENTS - FOR OUR INSPECTION AND FIELD LOCATION - TOTAL: (1.17)(8 PERFORATIONS)=12.82 GPM/LATERAL(1&3) - 4. ALL BENCHMARKS SHOWN ON THIS PLAN ARE TO BE CHECKED FOR - - (1.17)(8 PERFORATIONS)=12.82 GPM/LATERAL(2&4) CONSISTENCY BY THE CONTRACTOR, ANY DISCREPANCIES MUST BE (1.17)(8 PERFORATIONS)=12.82 GPM/LATERAL(5&7) RESOLVED BY THIS OFFICE PRIOR TO CONSTRUCTION - - (1.17)(8 PERFORATIONS)=12.82 GPM/LATERAL(6&8) 8' 8' 10'MIN. AVERAGE:(12.82+12.82+12.82=12.82/4=12.82 GPM/LATERAL SITE 4. TOTAL DISCHARGE=(12.82 GAL/LATERAL)(8 LATERALS)=102.56 GPM 1. PROVIDE SIX 1.25"DIA. PERF. SPACED 3' O.C., ALTERNATE THE HOLES AT Z 5.MANIFOLD DIAMETER: 2" PVC I.159 MAIN THE 5:00 O'CLOCK AND 7:00 O'CLOCK POSITIONS, TYPICAL FOR EACH LATERAL ACCESS COVERS TO BE PLACED 3 TO o AN ORIFICE SHIELD IS REQUIRED AT ALL PERFORATIONS 4 INCHES BELOW FINISHED GRADE - ' 6. MANIFOLD/FORCEMAIN LENGTH:.18' - - 2. ROVIDE 1/4"DIA DISTAL PERF. AT ENDS OF ALL LATERALS STREET FINISHED GRADE EL. 38.1 P CED NEAR THE CROWN OF THE PIPE IN THE 90'BEND CLEAN OUT 7.-HEADLOSS SUMMARY: - CAP NUT _ NETWORK.LOSSES: (1.31)(2.5)= DELIVERY LOSSES:(SEE BELOW)= - - - - STATIC LIFT.(35.82-30.98)= 4.84' - - TOTAL HEADLOSS: _ 14.05' - 8. PUMP SELECTION: _. - DRILL A 1/4"VENT HOLE IN MYERS MODEL#M'W50 - - A&E FIRM > 12-MIN. COVER CROWN AT END OF EACH LATERAL - 1/2 HORSEPOWER - 3' MAX. COVER .. - - 2"min. STONE 1 B"-1/2• 105 GPM ®15'TDH III TURNING MILL 1-1/2" TEE (DOUBLE WASH & - 910PPE PERACES FORATIONS FREE OF FINE CONSULTANTS,INC. ENGINEERS AND CONSTRUCTION MANAGERS ®36"0.0.(TYP) 12" 9 SPACES- - - - 171 ROUTE 149 UNIT B 0 PERFORATION - - ARSTONS MILLS,MA 02648 TOP L65 M ®36"O.C.TYP - - - - - TEE:508 420.7244 ' � � FAX:508 420.7388 INV.=35.82 I V.=35.8 - _. -.. - _ - • , .._ _ 0 24 INCHES OF 4"-1-1/2"DPIJBLE WASHED STONE - LUMP SPECIFICATIONS AND NOTES - SITE ADDRESS N MEDIUM SAND CLASS II SOIL REQUIRES 4 CYCLE PER DAY AT 165 GALLONS PER CYCLE PLUS VOLUME OF BOTTOM L.33.82 PRESSURE DOSING SYSTEM PIPING WHICH DRAINS BACK TO THE PUMP CHAMBER(6 GALLONS). 165+ 6=171 - 1-1/4"PVC LATERAL WITH - GALLONS. - 1/4"PERFORATIONS 5 SEE DETAIL 1-1/2" CH 40 - - - _ CONTRACTOR TO INSTALL ONE "MYERS PUMP CO. MODEL MW50 SEWERAGE PUMP(OR EQUAL). PUMP SHALL 1.159 MAIN �STREET - SOLID A PVC - - BE 1/2 HP RATED AT 105 GALLONS PER MINUTE AT 15 FT MH WITH A 2 INCH DISCHARGE AND 2 INCH 1/4" PERFORATION(TYP) INV.=34.9 - - 2"XTEE�W�}H 1/4" VENT HOLE TYP.'FOR ALL LATERALS FORCEMAIN. PUMP SHALL BE CAPABLE OF PASSING 2 INCH SOLIDS. LEACHING AREA WILL BE DOSED TO AN COTUIT, MA R EFFECTIVE DEPTH OF 3/8 INCH PER CYCLE. BU INGS AS QUIRED • " 56.0' dOLi - CONTRACTOR SHALL INSTALL THREE MERCURY FLOAT SWITCHES FOR AUTOMATIC OPERATION. THE LOWEST DISTAL END PERFORATION TO BE PLACED - WILL SHUT THE PUMP OFF, THE MIDDLE WILL ACTIVATE PUMP AND THE HIGHEST WILL ACTIVATE AN ALARM - NEAR THE•CROWN OF THE THE E D THE - BELL AND WARNING UGHT AT THE CONTROL PANEL INSTALLED WITHIN THE DWELLING. THE ALARM WILL /2"SCH 80 PVC CEN R MANIFOLD 90'BEND OR SWEEP AT THE ENDAF - - INDICATE PUMP TROUBLE WHEN THE LIQUID LEVEL WITHIN THE PUMP CHAMBER IS AT EL 32.85AND 220 V VARIES-SEE PLAN EACH LATERAL. GALLONS EMERGENCY STORAGE CAPACITY REMAINS ABOVE EL.32.60. SUBMITTALS LOPE PIPE TO PUMP C MBERELECTRICIAN.SHALL INSTALL A SIMPLEX CONTROL PANEL INSIDE DWEWNG. PROFILE OF SOIL ABSORPTION SEM 1 PUMP AND ALARM SHALL BE WIRED ON SEPARATE CIRCUITS. A SINGLE ON-OFF SWITCH IS ACCEPTABLE. SCALE: N.T.S. - PRECAST SUBMITTALS NOTE: MANUFACTURER TO SUBMIT FLOTATION CALCULATIONS TO THE ENGINEER FOR REVIEW. c ANT-FLOTATION SYSTEM SHALL BE DESIGNED BY THE MANUFACTURER TO PREVENT AGAINST FLOTATION . WITH THE TANK EMPTY AND FLOOD WATER AT EL 30.4 WITH A 15 PROVIDE KEYWAY WITH INSERT AND ANTI-FLOTATION COLLAR. 1-1/4"SCH _ - - LATERAL - ALL EXPOSED TANK SURFACES SHALL BE TREATED AS REQUIRED AND ALL JOINTS AND PENETRATIONS ' SHALL BE PROVIDED WIT{SUITABLE GASKETS AND SEALS AS DETERMINED BY THE.MANUFACTURER TO A 05/09/05 ISSUE FOR PERMIT MAKE THE TANKS WATER-TIGHT GIVEN THE SOIL/WATER CONDITIONS PRESENT AT THIS SITE AND THE '��1/4"P FORATONS - ANTICIPATED DEPTH OF SUBMERGENCE. MANUFACTURER TO SUBMIT CATALOG DATA FOR PROPOSED - PROFESSIO STAM AT BO M SEALANT METHODS AT PIPE PENETRATIONS AND JOINTS THE TANKS SHALL BE WARRANTED BY THE ^ 30' 30' - - _ MANUFACTURER AND CERTIFIED AS WATER-TIGHT. - "NOTE. ALTERNATE ERFORATIONS y AS SHOWN VERY 3 FEET REQUIRED TESTING AND INSPECTIONS O LATERAL CRO S-SECTION 1 - EFFLUENT DISTRIBUTIOA WITNESSED PUMP N AND CALIBRATION T SHALL BE IOF THE PUMP.RED PRIOR TO CCONRTRACTOR'S CONSTRUCTION•SEQUENCE ING THE SAS TO INSPECT FOR SHALLSIR INCLUDE BACKFILUNG OVER THE SAS AFTER ALL OTHER SYSTEM COMPONENTS NECESSARY TO CONDUCT THIS 2 SCALE: N.T.S. Epr•_ .. - - TEST ARE CONSTRUCTED. - - A WITNESSED EXFILTRATON TEST,SHALL BE CONDUCTED PRIOR TO BACKFIWNG ALL TANKS TO VERIFY THE - TANKS ARE WATERTIGHT. - - 3"SDR-26 ` FINISHED GRADE SAND REFILL PRIOR TO PLACEMENT OF STONE VENT PVC VENT ,3.0'P FORA710N � %FACTOR OF SAFETY. IF NECESSARY, RISER SPACIN- (TYP)� _ FORCEMAIN, MANIFOLD, AND THRUST BLOCKS.PRIOR TO BACKFILUNG. 12"MIN. COVER 2"min. STONE 1/8"-1/2" ` LATERAL DISTRIBUTION LINES, VENT LINES, AND CLEANOUTS PRIOR TO BACKnLUNG. 3'MAX. COVER (DOUBLE WASHED&FREE OF FINES) \ CLEANOUT(TYP) 1-1/4"PVC LATERAL/WITH 3" SDR 26 - FINAL COVER AND GRADING. DRAWN BY: SRS 1 4 PERFORATIONS o / � PVC VENT SEE DETAIL 1' TYP CHECKED BY: M.F.J. 2.0'LATERAL -4'X 56.0' 1/4"PERFORATIONS(TYP) _ r SPACING(TYP) - LEACHING ALTERNATE'.®5&7 O'CLOCK i TRENCH 28 PERFORATIONS TOTAL SHEET TITLE: 3'SDR 26 1 PVC PERF VENT PIPE 56.0' INV. EL 35.67 SDR 2 PERFORATED PROPOSED SEPTIC 3 SDR 26 PVC LATERAL 2 LF 2"MSDR ANIFOLD - LOCAL UPGRADES REQUESTED PVC MANIFOLD SLOPE � - - 1' 2' TO DRAIN TO FORCEIMAIN 2. 310CMR15.405(1)(A)- DESIGN PLAN 24 INCHES OF 3/ /2" 25 LF SDR DOUBLE WASHEDED STONE PVC FORCEMAIN 21 - PROPERTY LINE SURVEY REQUIRED TO LOCATE SYSTEM TO HOUSE - CEMAIN - - AND PROPERTY LINE SETBACKS REDUCTION IN SETBACK DISTANCE 4' SLOPE TO DRAIN - • FROM 20'.TO 17.9'BETWEEN EXISTING FOUNDATION AND SOIL TO DOSE CHAMBER - - ABSORPTION SYSTEM RESERVE AREA. - SHEET NUMBER: CROSS SECTION OF SOIL ABSORPTION SYSTEM a LEACHING TRENCH LAYOUT " a SEPT-2 ^^p..® A SCALE: N.T.S. SEPT- SCALE: N.T.S. _ _ -- Ste_ i`! T-2 - t11 J 9M A I L\T ' A_5 STREET 32'-6' 26'-6' 24'-0' 11'-O' COT[JIT MASSACHUSETTS 29'-7• 4'-51- 2`2Z• ��•-T B'-T 6'-9' PLANTING ,NOTES: EM a.x.GNG Dcusn�Fc waa ��•"•a' rsn� SPA/TUB MAHOGANY .ue w naau.e 1X4 DECKING 21 Tx.....uxx..u.. `� GNG DESI.N,Fc exr. N 11E MASTER-b SU¢TE 119 F . :.•«..cw.w m e..x. .x. GNG DESIGN,Ac x o 'B•x 7'0• BATH 2 xlle � MH DECK ]pB Kew.lonw --OAK STRIP-� K 120 .C. fio x 70 _ _ d IS D 1 ---- t-RE�I--- 11B Om I I B 1 111 I I 117 Q ' �. Q uo I BATH 1 CLG. 1 u6 b p-6 LAU DRY I 1—__------1 'a.70' 1 1 ON ' STON TILE STONE MAH ANY TO_E _ l3 1 1X4 D CKING 1B H E al r�o� 112 1 OAK STR�— ll5 v `•oY KITCHE 1 LIVING m b 1 IA-6 b 3'0'.7'O' 106 A OAK STRI f B !05 1 STAIR FLUSH STONE T GNG DESIGN Inc. Y ]A �I 11 ENTRY 2 1 b --OAK STRIP— I 113 HEARTH' ® Q 247 ONSET AVENUE,ONSET VILLAGE 106 II I1d I DINI ° SEr MA 025 1. MUD RM 1� § /p-4 ONSET MA 02532 O _ OAK STRIP-- -- ---- -------- — to7 WINDOW SEAT Cl- b A ---n r i� I TELL 508-743-0903 I loa FAX 508- 43- 9 t IA-6 1 BREAKFAST �d B' 9 PLANTING 11 1 PLAN 9 BED 1 I - + O info@gng-design.com 109 O s ' GARAGE I ��� I- vD ENTRY 101 - - --- - --- b 4 BCE STONE FEw> 5- b �r---� - -.co.a'o•x ro - { b 1 >b. s 'O''a.7 i1 tae D STAIR 2 102 xlol D O 105 T PO CH O O / 1B1 X GARDEN v � u TERRACE O a.� IA O 103 � FAMILY a'-0• 4'-0• 7' l'B. -6• B. I b RICK BOARDER —OAK STRIP— -—-— �--MAHOGANYb1X4 DECKING (C-V b PLANT G ED TO•.TO' 9'O'.710' O O 4 'P _ 1936 sgft HEATED SPACE Sheet nHe: J. FIRST FLOOR 9'-O' 1'-6' 9'-0• 7-1- 2-4' 9'-9' T-9• 2-.' 2'-10' 4'-O' PLAT fj Project 20'-0' 34--0' 16'-O' 6'-6' \+4"-O' Drawn By: �� Checked By: 75'-0' 2C'-6' Scale: 1/4"=11-01r Date: April 29,2005 e Sheet Number. A - 1 First Floor Plan Scale:1/4"=r-0" 1 1159 MAIN `p STREET COTUrr MASSACHUSETTS © © NOTES: 6 Au w w...an •.o,.�.w„�.�.. ee.omc.... . O \\ I M-43'. I 32' -'11• a/ \\I I I aN I BEDR -- n e 207 ® CLO. s 206 o I 61v6eoeslGn,ue.•• 3 ILOAK$TRP` \ BATH2 r ed. i Revhlom O. 2p6 p, 24 2A r-————————————————————— ————————— -- i a 2qB q C_— I 205 I 1• (� ✓ 27-11j- I A 3-02 I 1a 2'6•X]'O' Yry' a 2. 4121' 2_T 14'-3 40 /'� 204 6'-2' 16'-3' 6'-2' I - \Je 4. y2. 209 I a'+HALL ® i 205 9 - Q ___—_____ I 1 It IA-6 _ a a Z..STRIP ' GNG DESIGN Inc. 96•KHFE WALL /f]1 10' 1• 1. , O 'I'� 747 ONSET AVENUE,ONSETVE.LACE \v/ 32 32 41 I a�._ P.O.BOX.BOX 1200 0 ATH ONSET MA 02532 I a'-10• zoe 4 Q I LOAK STRIP �iN - P1 I 21t b -SNo R BEDRM TEL.508-295-2952 —91111111� n 24 N FAX 508-743-0903 IA- STORAGE -------ROOM ------ ------- --- N zoz zpi - I— r--------- > np a 202 { zB2 w info@gng-design.com I I I o 4 P52. A�- I r ,�A I I \. / I ., 9-22 2-92• 3-1' Bt 9 203 �iN b' —I---------- \/ ----- ----- ---1 - A 2 6 6-12. 32 -S'-42' 2' U LOAK$TRIP OAK-STRIP r I / I 2 I m 4 /� I I \\ I �— I I \ I 44 I \ 31 202 - 201 _ I \\ I BEDRM BEDRM I I N I I j I 1995 sgft HEATED SPACE Sheet 7Ble: SECOND FLOOR PLAN T-22• 19'-7' T-22 9R-0' 24'-O' 11'-O' Project. 69'-0' 95'-0' D.—By. GG . Checked By. Scale: 1/4"=11_prr Data: April 29,2005 _ Sheet Number. A-4 A I Second Floor Plan sca►e:1/4,r j1-orr 2 i 1159 MAIN t STKIjITT COTUIT MASSACHUSETTS 1 ^-5 u NOTES: A].0 A- W n eeuu�++o u.e ce.rweu cavnwn. .x,enuaiaa.r.u.+.r.nnc.u.nc.. +x.GNG I D..wn bceweu ....nnan I II II II a I I I I I Azo I 1 SIM. ea.:":.°."uu a«ncwm •n...n Azo Twu n — GHG DESIGN,Mc S...c.c.ue n 1 I I GNG DESIGN,IKa.n+ar re. I I I _ I I f i RaNslom: 1 I I A7.0 j I ---------- ------ --------------- i L_ - � I s 2'-121' — L.J A7.0 I 15 SIM. A7.0 A 6 GNG DESIGN Inc. 1 247 ONSET AVENUE,ONSET VILLAGE P.O.BOX 1 2 0 0 A_4 ONSET MA 02532 A7.0 l TEL.508-295-2952 FAX 508-743-0903 1 IR_6 Ai o I I info@gng-design.com o r t A7.0 I t I 1 L A-5 SIM. I I A7.e SW � IS 0 \ --- A7.0 . STM' A].0 A7.0 SIM. 4 r I 15 —r— I 1 Azo AT. I � , I a I Azo I I I ------ 'IL 6 2 A A7.0 A7.0 A7A Sbeetnne: ROOF PLAN Project Drawn Br. GG Checked By: Scale: 1/4"_11-01, Data: April 29,2005 Sheet Number. ® Y'wwu" 1i Roof Plan Scale:1/4"=r-0^ 3 ® � PLUMBING STACKS,BATHRM.EXAUST,KITCHEN x.x. 2'BLUE STONE CAP TRIM EXAUST,ETC.LOCATIONS TO BE REVIEWED AND APPROVED BY GNG DESIGN BEFORE INSTALATIOH '� _ !� u��r`T 115 'M 1 BRICK CHIMNEY IS L.C.C.STEP FLASH 1 i "i<e •4 ` T It Ej 1�T F5 / A7.0 RIDGE VENT CONT. AAA\77'�■i� i■ TOP OF RIDCE_ ----------- EIEV.=00.00' 36'ICE AHD WATER BARRIER AT a COTUIT MASSACHUSETTS ALL SAVE LINES 6 VALLEYS G WOOD 9-1/2'CROWN OVER 1x10 NEW HIN:40 YR HIGH PROFILE W/MIN 7'EXPOSURE PAINTED 6 ASPHALTALT SHINGLES OVER GUTTER LOCATION AT THIS LEVEL ONLY-OWNER TO A7.0 301t ROOF FELT(TTP) PROVIDE LCATION OF 7 20 DOWN SPOUTS A7.0 7 a7.0 ATO ROTES: 17 I I ••w A7A i :p Eaxw•ep"�px TYPICAL WALL CONSTRUCTION FRONT ELEVATION: `�"'»XO•D•'"e=•^'•""••e WOOD CLAPBOARDS BACK PRIMED AND PAINTED T"•• .x. 2 9 R 9 R.51-EXPOSURE OVER I 2 1S-FELT.1/2'CDX PLYWOOD I 41 40 ` SHEATHING,2X6 NO2 OR BETTER SPF STUDS•46'O.C,R-21 K.R.FIBERGLASS nmu.�eR vxou u N INSULATION,1/2'BLUEBOARD W/ wu��wc.�=x o.xr ex"x �• —H2xslG 7 VENEER PLASTER,2 COAT SYSTEM GNG De3I611,McMe A7.0 SUBR00R 2.2 WD SO ALIGN W/ EL�EV.=00.00' RAIL BALESTERS ALL EXTERIOR WOOD TRIM.BRACKETS, Revblons: BELOW MOLDINGS.ETC.,SHALL RECEIVE(4)COAT OIL-BASE PRIMER AND(2)COATS FINISH 2 O ® ® ® ® PAINT. PAINTED BEAD-BD. SOFFIT q].0 a C DIAMETER POLY.AS E 2 EEL 2 COLUMNS:TUSCAN DWHITE) BASE, R SCAN GAV. S CAP.(PAINTED WHITE)OVER GAV.COL. PAINTED STOCK PROFILE MAHOGANY 4 RAIL AND BALLUSTERS s 5'O.C. PAINTED STOCK PROFILE MAHOGANY RAIL AND BALLUSTERS 0 S'O.C. TYPICAL DECK CONSTRUCTION: 4X4 MAHOGANY PLANKS W/ COATS TYPICAL DECK CONSTRUCTION: PEHOFM OIL,OVER 2X P.T.FRR COATS 4X4 MAHOGANY PLANKS W/ COATS PENOFiIi OIL,OVER 2X P.T.FRAMING 5UBRODF I I I I I I I I I I I I I 19 I I- I I II II II II ff II II II WOOD CLAPBOARD$ J AL ED (FRONT AND BACK I ALL DOORS AND WINDOWS ARE D O ANDERE F 400 SERIES LJ LJ LJ l� U LJ PRIMED AND PAINTED LJ WLT-WASHT CLAD OUTSIDE-PAINTED WOOD INSIDE FACING GAMYMANSTGNG DESIGN Inc. - W/2 COATS OIL BASED TILT-WASH ALT AT ALL OTHER LOCATIONS.PANTED MAHOGANY FINSH PAINT(COLOR SUBSB-LS AND 3-4/2'CASING WITH BAND MOLDING $ELECTED BY OWNER) ALL EXTERIOR WINDOWS TO INCLUDE STANDARD 247 ONSLTl'AVENUB,ONSLTr Va.LAGE (TYP.) - FULL-HEIGHT SCREENS.(NO HALF-HEIGHT SCREENS m P.O.BOX 1200 DOUBLE-RUNGS) ONSET MA 02532 TEL.508-295-2952 FAX 508-743-0903 Elevations Scale:1/4"=1'-0" 1 info@gng-design.com ' l5 TOP OF RIDGE k4 - - PLUMBING STACKS,BATHRM.EXAUST.KITCHEN - EXAUST,ETC LOCATIONS TO BE REVIEWED AND APPROVED BY GNG DESIGN BEFORE MSTALATION NEW ROOFING:40 YR HIGH PROFILE ASPHALT SHINGLES OVER u 300 ROOF FSLT(TYP) a7AGUTTER LOCATION AT A]0 1THIS LEVEL ONLY-OWNER TO 7PROVIDE LCATON OF ___ ___ ___ _ ___—___—___— __ _—__ --_DOWNSPOUTS _—_____4 ® ® TYPICAL WALL CONSTRUCTION: A7.0 PRE-0IPPFD WHITE CEDAR SHINGLES 36'ICE AND WATER BARRIER AT R d R.51+-EXPOSURE OVER m ALL EAVE LINES E VALLEYS 45'FELT.4/2'COX PLYWOOD SHEATHING,2X6 NO.2 OR BETTER SPF xp 2 IN ULATI'N, GLASS 1//2'BLUES ARD W/ A]A - a70 Qe VENEER PLASTER,2 COAT SYSTEM FlRSf SUBROOR ALL EXTERIOR WOOD TRIM,BRACKETS, MOLDING$,ETC,SHALL RECEIVE(1)COAT a ® ® OIL-BASE PRMER AHD(2)GOATS FINISH PAINT. ®® ® 1 COLUMNS:TUSCAN BASE,TUSCAN Sheet Title: CAP.(PAINTED WHITE)OVER GAV.COL. 4 3 6 5 h FlRSf ELEVATIONS SUBFLOOR — -------- -- ----- ------- ----- - --- EIEV.=00.00 --------- 19 ProJear. X B'-O'STOCK FABRICATED LS,u.BTONE TERRACE PITCH I I I I I I I I GARAGE DOORS BY DESIGNER DOOR NC, AWAY FROM HOUSE(TYP) IT I) JI Drawn By.OR OR APPROVED EQUAL-PAINTED FINISH LJ 1—I L_J L—J B'DIAMET ER POLYSTONE 2. - Checked By, COLUMNS:TUSCAN BASE,TUSCAN CAP.(PAINTED WHITE)OVER GAV.COI.. NO Scale: 1/4"=1'-0" ALL DOORS AND WINDOWS ARE TO BE ANDERSEN 400 SERIES WOODRIGHT CLAD OUTSIDE-PAINTED WOOD INSIDE FACING MAMST Data: April 2005 TILT-WASH ALT AT ALL OTHER LOCATIONS.PAINTED MAHOGANY SUSSILLS AND 3-1/2'CASING WITH BAND MOLDING ALL EXTERIOR WINDOWS TO INCLUDE STANDARD Sheet Number'. FULL-HEIGHT SCREENS.NO HALF-HEIGHT SCREENS DOUBLE-HUHGS) A- 4 Elevations Scale:1/4"=1'-0" 2 � J 2'BLUE STONE CAP TRIM � '.N. 1, BRICK CHIMNEY 15 3 9 - _r1 MAIN - T L.CC.STEP FLASH RIDGE VENT CONT. A]0 1�..77` ■1 m R I-Tj 1�m h TOP OF RIDGE ■i Y ELEV,G0.00' 4 COTUIT MASSACHUSETTS A7.0 NEW ROOFING:40 YR HIGH PROFILE ASPHALT SHINGLES OVER 4x 30#ROOF FELT(TYP) x IS o Qp A7.0 B GUTTER LOCATION AT 15 THIS LEVEL ONLY-OWNER TO A70 0 A15 PROVIDE LCATIOH OF A7] 1 B DOWN SPOUTS NOTES: RIDGE VENT CONT. - _ TOP OF WALL A].0 p70 Au —- FlEv.=oo.Go•—-—- p<7.0 pw»yuv+°m�an.uaau e TM..naan Tna GUTTER LOCATION AT p7,0 °"6TM e^I 1 THIS LEVEL ONLY-OWNER TO A70 PROVIDE LCATION OF A70 awc.°.wmn a w.w DOWN SPOUTS e G—DE3GN.L- lo SECOND SUBR_OOR - EIEV.=Go.Go' TOP OF I.- ____ - ELEV.=00.00� Revblons: — ® ® ® TYPICAL WALL CONSTRUCTION: ® ® ® PRE-DIPPED WHITE CEDAR SHINGLES R E R,5'—EXPOSURE OVER 15'FELT.1/2'CDX PLYWOOD E 7 SHEATHING,2X6 NO.2 OR BETTER SPF q 6 4 3 INSULATION.4/2'BLUEBOARD W/GLASS VENEER PLASTER 2 COAT SYSTEM I FlRSf SUBFLOOR EIEV=00.00' A7.0 NOTE-- D A ORS AND WINDOWS ARE TO BE ANDERSEN 400 SERIES WOODRSHT CLD A OUTSIDE-PAINTED WOOD INSIDE FACING MAINST GNG DESIGN Inc. TILT-WASH ALT AT ALL OTHER LOCATIONS.PANTED MAHOGANY U LS AND 3-4/2'CASING WITH BAND MOLDING BSIL ALL EXTERIOR WINDOWS TO INCLUDE STANDARD 247 ONSECAVENUE'ONSET VILLAGE L FUL-HEIGHT SCREENS.MO HALF-HEIGHT SCREENS• P.O.BOX 1200 DOL UBE-HUNGS) ONSET MA 02532 TEL.508-295-2952 FAX 508-743-0903 Elevations Scale:1/4"=P-0" 1 info@gng_design.com 2'BLUE STONE CAP TRIM ---------- BRICK CHIMNEY \ IS L.C.C.STEP FLASH A7.0 RIDGE VENT CONT. TOP OF RIDGE 4 NEW ROOFING:40 YR HIGH PROFILE 8 A]0 6 ASPHALT SHINGLES OVER A70 p70 30s ROOF FELT(TYP) m i6 p7A A7.0 6 TOP OF WALL A7.0 _____—___—_____—_____ _ ElEV.=00.00 I A7.0 one TYPICAL WALL CONSTRUCTOR: _ PRE-DIPPED WHITE CEDAR SHINGLES R R R, EXPOSURE OVER 16'FELT.1/2'COX PLYWOOD I) SHEATHING,2X6 N0- OR BETTER SPF at 7 STUDS ION. O.C.,R-21 K.F.FIBERGLASS I A70 INSULATION. ST R,2 COAT SYSTEM Qe VENEER PLASTER,2 GOAT SYSTEM �I __ J SECOND SUBROOR SECOND 0SU00 TOP OF WALL Sheet line: T�LL EXTERIOR WOOD TRIM,BRACKETS, EIEV.OO.00c MOLDINGS.ETC.,SHALL RECEIVE(4)COAT I ' OIL-BASE PRIMER AND(2)COATS FINISH _ PAINT. B'DIAMETER POLY TONE 2 ELEVATIONS ® ® COLUMNS:T D WHI BASE,TUSCAH CAP.(PAINTED WHITE)OVER GAV.COL. I FIRST SUBFl00R Project: Drewn By-. GG I Checked Sr. 19 Stale: 1/4"=14-0 rr A7.0 �� LJ ALL DOORS AND WINDOWS ARE TO BE ANDERSEN 400 SERIES Dole: April 2005 WOODRIGHT CLAD OUTSIDE-PAINTED WOOD INSIDE FACING MAINST TILT-WASH ALT AT ALL OTHER LOCATIONS.PAINTED MAHOGANY SUBSILLS AND 3-1/2'CASING WITH BAND MOLDING Sheet Number: ALL EXTERIOR WINDOWS TO INCLUDE STANDARD FULL-HEIGHT SCREENS.(NO HALF-HEIGHT SCREENS 0 DOUBLE-RUNGS) A am I JO) Elevations Scale:1/4" r-0" 5 J L - 2X10 0 16'O.C.ROOF RAFTERS TIP.U.H.O. iTLJ • A7.0 A7.0 6 1 1 -- , A70 I TOP OF RIDGE Ill 9 lr AI �T OVER FRAME CUPOLA —- -—-- --------�- , STRl- ET 2X10 0 1W O.C.I ROOF RAFTERS TYPICAL ATTIC INSULATION: u I COTUTT MASSACHUSETTS TIP.U.N.O SEE FRAMING PLANS. —_� A (FL A K.F.FIBERGLASS / I — — _ WOOD CLAPBOARDS A7A p70 AT FLAT CEILMGS.INSTALL N L 1i (FRONT ONLY)BACK VENT BAFFLES AT THE INTERSECTION ��� m I PRIMED AND PANTED 1 _ OF RAFTERS TO PROVIDE AIRFLOW / — W/2 COATS OIL BASED TOP OF RIDGE / TO THE EAVE VENTS.TIP. / \ FINSH PAINT(COLOR -- ELLV.=00.00 T-- - / a \ __ -MORI - (TYPE) BY OWNER' - / — \I SECOND FLOOR ce FI N.v 00.0000.00 \ I\ _ I 209 \ \� ❑❑M CONSTRUCTION: e.ro..o.•n.ieF.wn. TYPICAL CEILITRAP 4 1/2•BLUEBOARD I \ HALL \ JO 14'ISTS ENGINEERED FLOOR ON 1X3 STRAPP G 0 16.O.C.W/ \\ \ FMI 205 210 I \\ \ I JOISTS W/R30 INSUL„�' VENEER PLASTER 2 COAT SYSTEM. \ \ BATH I \ \ PLYWOOD SUBFLOOR, ....o..w.....�... ..u.n \ LINEN , \ \ ro GLUED E NAILED.�' Tnn.e. ...... 211 \ I I \\ I HARDWOOD FINISH FLOOR, STORAGE ❑ I 114 I \ \ dirt BLUEBDCANDFD BVENEER ATT L GNG DESIGN,e,c en.. ROOM \ \ STAIR I PLASTER\\�\ ECOND S BFLO RR—FNISH TOP OF WAIL SECOND SUBFLOOR - ETEV.=00.00 ODA;- f ----- FIRST FLOOR Revisions: TYPICAL WALL ONSTRUCTON: I 106 105 CONSTRUCTOR: I I C ENGINEERED FLOOR WHITE CEDAR SHINGLES ® 109 O EENTRY 113 I m I PLYWOOD SUBFLOOR. R B R. E EXP SURE OVER I JOISTS W/R30 INSUL.,V.' 16'FELT.1/2'C X PLYWOOD GARAGE I DINING I 116 , GLUED H HAILED.�' SHEATHNG,2X6 H0.2 OR BETTER SPF HARDWOOD FINISH FLOOR STUDS o 16.O. R-21 K.F.FIBERGLASS I I STAIR i I BL EBDCANDED BVEER VENEER'PLANT R 2EBOARD W/COAT SYSTEM I / ❑ ❑ ME F ❑ , a51R' PLASTER CLG.FINISH SDOR R ____ --- -- OP OF I0.00'-- TOP OF WALL 00.W_— I _—_—_—_— —_—_—_—_—_ ` I I I 1 1 TOP OF WALL YYY ELEV.-00.00' CONCRETE OUNDATIOI`I I I SEE FOUND TION PLAN I - I 1'TUF-IN-DRY FOUNDATION INSULATION SYSTEM,TYP. 0108 I I I P I ALLLL LOCATIONS Bor.of FDontic _ —_— STAIR ELEV.=00.00 , BASEMENT CONCRETE FOUNDATION SEE FOUNDATION PLAN GNG DESIGN Inc. I GE I TOP OF SLAB 247 ONSET AVENUE ONSET VELA I - O-- - h ----- P.O.BM I025 ELEV.= 11O ------------------------ ----- � BDT.OF FOOTING —_ ON MA 02532 -------- - - 1EEV.-0D.0 --- CONCRETE FOUNDATION - N' T E L.5 0 8-2 9 5-2952 SEE FOUNDATION PLAN FAX 508-743-0903 � Building Section Scale:1/4"=r-ott 1 info@gng-design.com 5 TOP RIDGE _ LLLV-OO.W I }I I I TYPICAL ATTIC INSULATION: _ 1 ( IV(R-38)K.F.FIBERGLASS AT FLAT CEILMGS.INSTALL VENT BAFFLES AT THE INTERSECTION OF RAFTERS TO PROVIDE AIRFLOW TO THE FIVE VENTS,TIP. _— —_—_—_—_—__ rf TOP Oi WALL —_—_—_—_ _ _ ELEV.=00.00 TYPICAL WALL CONSTRUCTION: WHITE CEDAR SHINGLES R&R. EXPOSURE OVER 16'FELT. 1/2'CDX PLYWOOD 1 112 1 SHEATHING,2X6 N0.2 OR BETTER SPF Sheet TlXe: KITCHEN I STUDS o 16.O.0 N,1 ..R-21 KF.FIBERGLASS INSULATION, BLUEBOARD W/ 1 VENEER PLASTER 2 COAT SYSTEM - --- SECTIONS 1 1'TUF-N-DRY FOUNDATION INSULATION SYSTEM,TIP. ALL LOCATIONS Project. - CONCRETE FOUNDATION Drawn By. SEE FOUNDATION PLAN GG 1 Checked By. Scale: 1/4"=V-0.1 TOP OF SLAB —_ - ELEV.-00.00 _—_—_—_— Dale: BOT.OF FOOTING April 29,2005 Sheet Number. CONCRETL FOUNDATION SEE FOUNDATION PLAN Building Section Scale:1/4"=V-011 13 L 6/8'CDX PLYWD.SHEA JI JI el 9 MAIN is a�enawLrvo. aH9pTHNa ate'.nawLTMm a1��.THn6 e/C mx vL navHZLY ara�a ° a�m a I, 1. 1 t wa Yr 'ICE AND WATER$HELD TO 96'ABOVE EAVES TYP. ry 7. e¢rt.�_ 0.B�aT� a 30C FELT TYP.ELSEWHERE I����J .° a Top°ctveml,p .�Tp. aepapkpe°m.en m LEAD COATED COPPER DRIP EDGE � (O[J(j ypSSACHU$EICS eT To CO°p� wpeara tom. ��� '^'� oppmra �,m HOLD BACK SOFFIT 'BP marten mapetrc A3 REQUIRED TO RECEIVE SIDING �aGe" aw"�T NOTES: •vem awT �' Y•�T�JT� °uc mvJT� GABLE WAL4 ET-N LAST RAFTER AS SHOWN e.no w .n e n s eu.n ..Tunwn rvrr �, °.crvroc n per° vaavLa .w GNG n0..ianzgc.. .4...n pparB.a t1.9aR mm. varnua uu�4 Tw��a ry. uarw Tm. �� T� cann.�u.um rn r�auu..v 4t �, j _ a} i6 Trv. GNG DESIGN.He E Mn en eVra�t unrpevr u.nu.vnma<an.m ep m RAKE DETAIL Scale:1"—V-0" GMG DESIGN, c EAVE DETAIL"A" Scale:I,,=1'-0" 1 Eave Type"B" 2 Eave Type"C" 3 Eave Type"D" 4 Eave Type"E" 5 — 6 S. Revl°lom: 6/8'CDX PLYWD.SH aH THna PAINTED 2g ea MAHOGANY Z• ICE AND WATER SHIELD TO 36'ABOVE EAVES TYP. 300 FELT TYP.ELSEWHERE LEAD COATED COPPER DRIP EDGE T} yym Roe HOLD BACK FASCIA e AS REQUIRED TO rim - RECEIVE SIDING ft' R�. a TYPICAL GABLE WALL i6 LET-N LAST RAFTER I AS SHOWN - ZLLLLRABR FOR 9FINGLEG 1J WOOD SPECEIES FOR SILLS GNG DESIGN Inc. TOSS MAHOGANY 247 ONSETAVENUE,ONSEr VILLAGE P.O.BOX 1200 21 4'S.S.SCREWS s 12'O.C.AT DOORS ONSEr MA 02532 AND 1B'O.0 AT WINDOWS COUNTER SINK,PLUG AND GLUE MAHOGANY DOWELS . TEL.508-295-2952 FAX 508-743-0903 Section @ Rake Type"A" Scale:1"=1'-0" 7 Section @ Rake Type"B" 8 EXTERIOR CROWN SCALE:FULL SUE 9 WND SILL DETAIL SCALE:MLL SIZE 112 113 info@gng-design.com desi com Z I I I 7 A7.0 4 77— A7.0 XNGUTTER ppHALT 9R �INGL_E m t�v N CROWN A. 1.8 FREEZE BD.PANTED °�O oat� 'B1pATM'Im BACKBAND apa aTwicnw.p.aro y :x PED CAPITAL LCG. JUL u partee nmea FL ASHING CORNER PILASTERS. BRIGKMOL.D RYP.1 WINDOW/DOOR CASING OPTION 2 PIECE FASCIA EAVE DET. Scale:1"=1'-01, 14 Ridge Vent 15 WINDOW AND DOOR CASING SCALE:FULL SIZE 16 DORMER ELEV.DET. Scale:1/2"=V-0" 17 18 Sheet nne: DETAILS ORNER PILASTER BILK OUT TOBE A FULL 3/4' BEYOND SHNGE GUTTER OR CLAP BDS BEYOND / EXTENDED L4 MAHAGONY FACSIA BD. Project l J II(V V SILL PANT CROWN Drawn By. 00 4.42 OVER BLK'G rFLT'.AP.PH EEZE BD.PANTED Checked By. D CAPITAL LC.G. Scale: G / 1.10 CORNER PILASTERS. / Dote: April 29,2005 PANTED(TYP.) Sheet Number. AL WATER TABLE/CORNER DET.Scale:1"=1'-0' 19 RAKE RETURN DET. Scale:1"=1'-0" 20 21 INTERIOR CASING SCALE:FULL slzE 22 ENTRY ELEV.DET. Scale:1/211=1'-0" 23 24 L 1159 MAIN 94� STRET T COTUIT MASSACHUSErrS 92'-6' 26'-6' 24'-O' 11�_O. 9_41, 2'-6- 2'-8- 4'-2' 2'-B• 6'-6• X-e' S'-S' f-4' 2'-8- 6'-2' 2'-0' 10'-B' r-4- 1'-0' 2'-B' OUTLINE SPECIFICATIONS NOTES: --- --- ----- -- - IV. MASONRY w —CF I L A.General �`,',.,`•«'.�.`.."`.. r _4I————— 1 QualityControl -comply with Brick I I y'-O Institutee of American(BIA)and National Concrete Masonry Association(NCMA) '° II recommendations nntl standards. Twr GmG DESIGN u•E w 1 e I I Ac 0 I I u 4' I I Io fn r 13 r Ir , 9-2- 1:Concrete Mason ry Units(CMU)-ASTMH.Poducts F C 90,Grade N-I. 2.Masonry Mortar -ASTM L 270,Type S w. v . ... GNG DESIGIt k�� IS/e•X 16'ANCHOR for 8'and 12' walls,Type IN For other I J� I I BOLTS SPACED 3n Horizontal - truss type, 4'O'O/C 12'FROM 9 a.wires, I CORNMERS P g for watt ed,width s. Ravlsiou m J appropriate a for wall thickness.Install — I a III 9'-O'X3'-O'7(12' I I aa�h course below grade and 24' an PTGS W 4-w6'S EA ~ I ,• I I I L 0 center above grade,(or as otherwise _ WAY(TYPJ noted In contract drawings). a •'a` p.; I I I 60,Reinfordef in bars. -ASTM A 615,Grade ------ v r II L.—o ---�.: I C.Executlon I II BEAM POCKET SET LA II I I 1.Instaoted J IwithSrunniny bond and concave 1/47L4'X6•BEARMG PLATE M e L J 3$ g' it LEVEL elnforcing Items an Insert items.Remove LEVELING GROUT BED(TYP) i i I I p r 13'-Y I I excess mortar as work progresses. 2.Provide control Joints at a maximum of a' 10[ .� 1Y-1' I I 1g'-9q I I 71'm I I 25 feet(or as otherwise noted In - 4' PPE W/6/8•E6'X9 contract documents) S/e•X 46'ANCHOR 1 II r I I , fl STEEL-PLATE TBB OLTS SPACED == B -- --- — ------- 4 V. STEEL 'O.O/C 12'FROM I I I I T . CORMNERS(TYPJ B 4• o I I 0' - _ - J I L J CONTROL JOINTS TO I I- I I �_ A,I.GShop Drawings-submit two prints plus CUT I I a —— ,q ,:a —`d, I I g'-67(3'�7C12'FIGS W 4-7t6'S WALL AI1D BEAM I - e and assembly f steel Ip o reprod cIl le showing details and schedules -.;,. •,,y I I I for th fnbrlcation mht o ••• "''• r'�' I I EA.WAY(7YPJ I I CAl1JMN LPIES.MAKE 2.Quality Control II I - n.Inspection of field welds shall be In b -------- ---- ----- II II CLT524 HOURS OR I _ r 1 9'-4' „ b LESS AFTER POUR ___ _ ___=___ ( F accordance with AVS'Structural Velding I L I I T CUT DEPTH AT I I �- -- _ I Cade. GNG DESIGN Inc. Y I I 4'CONCRETE FLOOR SLAB I I 0 I b.Inspection of Field assembled bolted W/6X6 W1.4XW1.4 WWM OVER I I L 4-—r�-I— connections shall be In accordance with 247 ONSETAVENiUE,ONSE[VILAGE 6 MIL POLY VAPOR BARRIER .Iw I I I_I:I`SLAM FOOL a I Section 6,AISC. P.O.BOX 1200 ♦ I 6 4' I I OVER HECHAIIKALLY CAMP. I I 4 II 12'THiCKATEXTETIDOYG T 2'O' II GRANULAR SUBBASE I I I e I B.Products ONSET' MA 02532 �1 I I b ,12'MO{BE THE I 1.Plates,shopes and bars-ASTM A 36 H b II I I 1 EDGE OF CMU. TEL.508-295-2952 — . b r- , 1 2.Structural cold-formed steel tubing ' I 1 ——— PAX 508-743-0903 r 4, I -ASTM A 500,Grade H. y=, ?,r,a - s I I IL-- y s i� I 3.Steel pipe-ASTM A 53,Type E or S, ==I % I —I--=---_-- Grade B. gng@gngd-ign-- • —• L I I J ° 4•Welding Electrodes-comply with AWS Y L I I J I r I— — Code. s i9 /1 I Y. 1 I \ fab Ica{or'slnstandnrdEL 99 or 6'CONCRETE FLOOR SLAB I I ' I I I Y r , I rust InWbltivemc Rich aiz zinc Irich one coat of W/6•X6'W1.4XW1.4 WWM OVER ________ a II primer,covered h7 ed 6 MIL VAPOR BARRIER OVER I \ B.-0. `. I I 3 finish onep Poicoant,7NEM of EL 304rHSe Epoxy rH Bh MECHANICALLY COMPACTED 1 I i g'-2• e'-r a I i L -------- I p I H y Epoxy Coating.Final TURNING Nffi�L GRANULAR FILL,9 LI TS,FINAL iO Solids Catalyzed 6'STONE I I a Finish color as specified by architect Grout-Non-shrink,non-metallic ro I / e CONSULTANTS INC 12'DL4 SQtiO TUBE W/ I 10 I BICONSTf.E9,ONC➢ANAG I II —a I I 28'DABOOT(BIGFOOT)48' — I \ premixed grouting compound. INp cONslRUC170N YV(s0ER9 J ae nme®e Ewa.oxlr a BELOW GRADE TYPICAL IF— < I C.Execution L Comply with AISC specifications and I I I code of standard practice. E rnw 2.Provide temporary shoring and 2.No burnhlg ofrholes.Do not use -T�y�c7 ^7a CONCRETE FLOOR SLAB I cutting torches in the field for ��gt`4 L W/6X6 W1.{XW1A W WM OVER correcting fabrication errors In the I I 6 MIL POLY VAPOR BARRIER I I str cturnl framing. 4J r OVER MECHAIi1CALLY COMP. O 4.T ch up paints Immediately after ivn' _& GRANULAR SUBBASE I. u \ connectio se and am abraded fietill eareas oof the •t �<e 9,'t 'lr 1I 91' ? x I i / ,y.r shop paint.APPLY Paint to exposed ores 1 6/8'X 46'ANCHOR g I M 'P with the some material as used far 64At F,� — BOLTS SPACED I J L / n shop painting Use gnlvnnizing re Pair -:11f 4.O.O/C Lim= 4T FROM paint to correct damaged areas of P"i a•<, \ A. protec{oatvanize fleldmweltls bers In galvanized to cove and � y� members. (� p —— 4ra12'SQ PIER }`Fi u7iAL��' wa^ \ I \ "it V Sheet Title: 12'DUa 3SOHO00T TUBE O- FOUNDATION zevw.BooT(BIGr-oo71 4e1 2'-4' X-ICY 4'-O' 4-B' X-e' �A r-8' 1'-6' 2 3'-6�' 4'�112 g•-6�' BELOW GRADE TYPK✓aL PLANS 1'-Y 9-6' RC 9.6• 2'-0' 3'-6• 1'-4 T- r-65• 5• 461-0' 1g-02. froiect ➢.—Air. GG Checked Bil 761C' Scale: 1/4n=10An Date. April 29,2005 Sheet Number. Foundation Plan 1 ,y �. 1159 MAIN STRE T COTUIT MASSACHUSEITS a r ---- - -- -- ----- - -----� I - I NOTES: SECURE NEW(2)2 D LEGER /r.=ern..pr 461O.O A EXPANSION BOLTS 0 16O.G(TYPO Wwmwn IP"•r�GNGrp..mn Mc.Qa.. xrm,n=n L J (2)PT 2.40 SKIRT FA SmE OF 4.4 PT POST FASTEN Tr...r„x�•x,u.0„�ne..arr x W/2 31WDIA.GA-V.THRU GIYG OL'SIGN he a...c.v:u�r nu..m BOLTS(TYP) - -------------- - 2-1 9/4x11 1/4'LVL'.FLUS 6n6 oeglGN.Y�a�`r w M M - RevUlom L J 200 91WO.C,AT LAtDPIG 0 Z ___ _______ _ I y - 2-1 e/4•.41 V4•LVL'.FLUSH ----- -----� 3 W - ----------- - - < " > o U J T " - I I I ----- ----- W-11 GNGDESIGN Inc. ITS L N 3/4yH VV LVV. J 247 ONSETAVBNUB•ONSETVILLAGE - P.O.BOX 12 20 nONSET MA 02532 TELL 508-295-2952 PAX508-743-0903 -1 S/4.41 4/4 L 1 (2)3//4'01A EXPANSION BOECURE NEW W ZX4O�LTSSR gng ftngdesign.- 41 16.O,G(TYPJ L OPT 2.40 SK82T EA SIDE OF 4x4 PT P0.5T FASTER W/2 3/4•DV-GALV.THRU BOLTS ITYP) TURNING AU LL d wR CONSULTANTS,INC T OEVMPERS,TNGrNErwe ,a �a AND CONSTRUCTION MANAGERS I I I I I I p meeml Ro.o,unir a L-- I ,a L �eot^aw,e.rmnce. oaera I -----------------� I I ----- I --L------------------J - GALV.STEEL L COLUMN TSr an 1/4'x4'x4• f i wt wbT y 4,29 S 4'X 4'PT WD „(( ��p �/ `: rX�gra'_:] COLUMN CrYPJ ! ��a ALE OUTLINE SPECIFICATIONS \ \ ,,•,.: :: IV. MASONRY V. STEEL VI. WOOD FRAA13NG t AlGeneral A.General A.General 1.Quality Control-comply with Brick Institute of American(BIA)and 1.Shop Drawings -submit two prints plus reproducible showing details 1.Light framing with structural grade Fir or Pine,2'nominal fn thickness National Concrete Masonry Association(NCMA)recommendations and and schedules for the fabrication and assembly of steel. 4'(or greater)in width.. - Sheet Bile: standards. 2.Quality Control 2.No content-maximum 19 yy1• g•�4. 4y11• g•{. 2 7 2 H.Products Q. Inspection of field welds shall be N accordance with AVS H.Products FIRST 1.Concrete Masonry Units(CMU)-ASTM C 90,Grade N-I. 'Structural Veldlto Code'. 1.Light framing-Ooug Fir M2 or better,Fb-1450 psi(repetitive use), 2.Masonry Mortar-AST C 270,Type S for 8'and 12'walls, b. Inspection of field assembled bolted connections shall be In E=I1500,000 psi 4g-81, Type N for other masonry walls. accordance with Section 6,AISC. 2.Studs and btoddng -Hem Fir R2 or Hemlock R2 Fla-725 psi,E=1,000,000 psL 2 FLOOR 3.Horizontal Reinforcing-truss type,9 go.wires,galvanized, idth as B.Products 3 Plywood shentidrg-C-L Ext.AAAPA-thickness as shown o contract drawings. appropriate for watt thickness.Install a ch course below grade and 1.Plates,shapes and bars-ASTM A 36. 4.Preservative Treatment-Pentachtarophenel conptying with AVPB LP-3 or AVPB LP-4. 24 on center above g M A Co as otherwise forme In contract drawings)• 2.Structural cold-formed steel tubing-ASTM A 500,Grade B. _ FRAMING 4..OcutiReinforcing Bars-ASTM A 615,Grade 60,deformed bars. 3.Steel pipe-ASTM A 53,Type E or S,Grade B. C.Execution PLAN C.Execution 4.Welding Electrodes-comply with AVS Code. 1.Light framing PLL'�l\ 1.Installwith running bond and concave tooled Joint.Securely grout all 5.Primer Paint-TNEMEC 99 or fabricator's standard. 2 Alt natgerlalcinmcont cthwlth csonvYeterto be pressureAtreated with reservntNe. 2.Provide reinforccontrol Joints Items and at lieaaximum of 25 feet(or Remove excess as otherwiseogresseg,Zinc Rich Paint Finish-one cant of rust Inhibitive zinc rich primer, 3 Fastwnem-galvanized for exterior,Ngh"dity and treated wood t-tiarlsi Ptah elsewhere. noted In contract documents), covered byy a coat of gray or red colored Finish faint,TNEMEC 104.Light fraMg lusher for bm&o Mod&V or frontig of operigs as shown b Wood Frorig Seceon HS Epoxv HI nh Solids Catalyzed Epoxy Coating.Final Flnlsh color as S.Preservative Treatment-Pentachl FIRST FLOOR FRAMUNG NOTES: as spectfleaF by architect, orophenel complying with AVPB lP-B or AVPB LP-4. project 7.Galvanizing-ASTM A 123. 8.Grout-Non-shrink,non-metallic premixed grouting compound. Dravm RY C.Execution 4. FIRST FLOOR JOISTS SHALL HE 11 7/8•TJI PRO 230 a 16'O.C.UNLESS NOTED GG 1.Comply with AISC speciflcntions and code of standard practice. OTHERWISE.RUN CONTINUOUS WHEREVER POSSIBLE/PRACTICAL.FLUSH FRAME 2.Provide temporary shoring and bracing as required. WITH SIMPSON IUT14 HANGERS. Checked BY, 3.No burning of holes.Do not use cutting torches in the field for correcting fabrication errors In the structural framing. 4.Touch up painti Immediately after erection,clean field welds,bolted 2. LVL MEMBERS NOTED ON THE PLAN SHALL BE VERSA-LAM LVL WITH S.W.. 1/411=1tA11 connections and abraded areas of the shop paint.Apply paint to Fb=3,100 PSI AND KO.E=2,000,000 PSI.OR APPROVED EQUAL. exposed areas with the same material as used for shop painting. Use galvanizingg repair paint to correct damaged areas of galvanized Dole' April 29,2005 members and to cover and protect field welds In galvanized members. 3, TYPICAL HEADERS SHALL BE(3)2X8 1/2' FLITCH EXCEPT OVER DOORS- (3EA.) 2XIO V/ 1/2' FLITCH SheetNum1- S1 First Floor Framing Plan Scale:1/4"=11-01, 1 w.. 1159 MAIN STIITTT COTUIT MASSACHUSEITS OVER r3tAME TO RAISE TO st.B FLR Leve4. NOTES: W_ e..e. T_o...,,�........� ...0 >�. — — any oesrit� Fil Revision Li--- LLLJJ/���� I � I I � I I I u I I u w J � h ` GNG DESIGN Inc. I I J J 247 ONSET AVEIM ONSET VI LAGS I I LL J P.O.BOX 1200 sY ONSET MA 02532 TEL.508-295-2952 --1 / /I < FAX 508-743-0903 TOng@gng-design.com I + ------� L TURNING MII�L CONSULTANTS,�nvc AND CONSTROG17ON MANAGERS 3 K Po I" ne•n0 ,a mma n.��m_sm 0 ART -- ILL 4� 1 ;e RW At .p 'p f{' Fl_I7.511 11 S/4'•H V4 LVL'• '.; j� +c � AALE o7, OUTLINE SPECIFICATIONS Sheet Tllk: VM.WOOD FRAMING- I�IXX.PLYWOOD WEB JOISTS SECOND FLOOR FRAMING NOTES: LAMINATED VENEER LUMBER(LVL) SECOND 1.Comply with the Instruclto and recommendations of the manufacturer. 1.Wood chord and plywood web Joists for roof framing, Including bridging, 1.SECOND FLOOR JOISTS SHALL BE 11-7/8' TJI PRO 230 1 16' O.0 UNLESS FLOOR 2.The design and fabrication of the laminated veneer lumber shall be under the bracing, anchorage and frnmin for openings. NOTED OTHERWISE RUN CONTINOUS WHEREVER POSSIBLE/PRACTICAL. FLUSH supervision of a professional engineer and in accordance with the National 2. Design floor loads = 40 psf, dead load =20 psf. FRAME WITH SIMPSON IUT14 HANGERS. FRAMING ' Research Board acceptance. 3.Manufacturere and design to be under the supervision of¢ a.Douglas Fir veneer layers of 1/10' to 1/8' thick adhered contlnously. Professional Engineer. 2. LVL MEMBERS NOTED ON THE PLAN SHALL BE VERSA-LAM LVL WITH Fb= PLAN �7 b.Adhesive-waterproof,ASTM D-2559-76. 4.Transport and store to 3,100 PSI AND MAX =2,000,000 PSI. OR APPROVED EQUAL. F. A c.Fabricated Units - Fb- 2800 psi,E = 2,000,000 psi,stamped with grade, P protect against damage and moisture. manufacturer,and NRB acceptance. 1.Chords,Douglas Fir or Southen Pine, as standard of the 3 C3EA3 TYPICAL 2SHAL FLITCH C332X8 1/2' FLITCH EXCEPT OVER DOORS- trolect manufacturere. - 2.Connectors -ASTN A 36, primed, galvanized or coated with zinc rich paint as 2.Vebx Plywood graded by APA, waterproof adhesive. noted In contract drawings. 3.Joist Bridging� Type,size,and spacing as required by Joist - Dfawn By. 3.Zince Rlch Paint Finish - one coat of rush Inhibitive zinc rich primer,covered manufacturer. by one coat of gray or red colored finish paint,TNEMEC 104 HS Epoxy High Solis 4,Fasteners:Galvanized, type to suit application. Checked Or. Catalyzed Epoxy Coating. Final finish color as specified by architect. - 4.Galvanizing- ASTM A 123. 1.Install Joists in accordance with manufacturer's instructions. Soak: 1/4s,=1s-Qss 2.Provide temporary bracing to position Joists until permanently L Installation-comply with the instructions and recommendations of the fastened. manufacturer and with the Information contained in contract drawings. Dale April 29,2005 0 3. Do not field cut Joists without prior approval from the architect. 2.Protection -keep dry and handle to prevent damage to beams. 4. Frame openings with lumber or Laminated Veneer Lumber as Indicated on the drawings. - Sheet Number. S-�� Second Floor Framing Plan Scale:1/4"=r-011 1 1 . - 1159 MAIN STREET COTUIT MASSACHUSEITS MOTE& • r rrr.l.lr.n.nra •1:�a.rkw I .,.Y..r..1�..e......ter 21 /'IX 1 /41 LLVL-'S IT—rarer we.rn .� > T am >o. vasam leae.. = Jv I VL'S n RevUIo 9 n 9 4.1-3 4' 14' VL R W 10 g GNG DESIGN Inc. 0) T P v c 247 ONSET AV134UE,ONSET VIUAGE J P.O.BOX 1200 ;r x -9 4' M 4• VL' x ONSEF MA 02532 TBL.508-295-2952 \ �1► ^ FAX 508-743-0903 w x — — — — gEg@gRg-dPSIgE.0001 10 — — — S O _ j i OVER FRAME ^O -I — — — — J m 1- 4' M 4' VL' E (1H- 1YI/ VL'S x / (2 -3OF b (2)1-3/4'X 41-1/4'LVL'S <','�e� �. -,[• ' Xl No. 1021 -3/4'X 11-1/4-LVL'S � 01=1� • (2H-3/4'X 11-/4' VL'S 41 Lt Sheet110e: ROOF FRAMING ROOF FRAMING NOTES: PLAN 1. ALL ROOF RAFTERS TO BE 240 NO.2 OR BETTER SPF,SPACING 2 16.O.C. Project UNLESS OTHERWISE NOTED ON DRAWINGS. LONG SPAN RAFTERS TO BE 2x10 NIL 2 HEM-FIR(TYP) D—lY �ar 2. COLLAR TIES WHERE REO'D BY CODE SHALL BE 2X6 NO.2 SPRUCE. Checked Sir. 3. ALL RAFTERS BEARING ON WALL PLATES TO HAVE SIMPSON H2.5 HURRICANE TIES(TYP). Sce1C 1/41'=11011 4• TYPICAL HEADERS SHALL BE(3)2XB 1/2'FLITCH Cale Apri129,2005 EXCEPT OVER DOORS,(3EA.)2XIO W/1/2'FLITCH Sheet Numbs: Fes! 4 Roof Framing Plan Scale:1/4" 11 011 1 VICINITY MAP N.T.S. DESIGN FORMULA: (NO GARBAGE GRINDER ALLOWED WITH THIS DESIGN) SOIL LOG t x ` r TEST HOLE1 ELEV. SYSTEM REQUIRED PROVIDED c DAILY FLOW: THER (STRUCTURE, ESURFACEM OFOI�AOYERSOIL TONES BOULDERS, BOULDERS, MAIN STREET ` (INCHES) HORIZON SOIL TEXTURE SOIL COLOR MOTT ING 4 5 BEDROOMS C�? 1 10 GPD/BEDROOM '550 GPD ( ) ELEV. ( ) ( ) CONSISTENCY, % GRAVEL) c �h" 5� � � ; w $k P / REALTY TRUST 0 -12 37.0 A LOAMY SAND 10 YR 2 1 NONE FRIABLE SEPTIC TANKS: 550 GPD x 200% 1,100 GAL. 1,500 GAL. 12"-32" 35.3 BW LOAMY SAND 10 YR 4/6 NONE LOOSE LEACHING AREAS: 32"-146" 25.8 C MEDIUM SAND 10 YR 5/6 NONE LOOSE 'k'bkNINCFiQ.L- �` k �? ° 4 TRENCHES @ 38 LONG x 2 WIDE SOIL EVALUATION BY: DAVID D. COUGHANOWR R.S 2' EFFECTIVE DEPTH a WITNESSED BY: DON DESMARAIS, HEALTH AGENT, BARNSTABLE BOARD OF HEALTH �--• t ° SIDEWALL:(38'x2')x2x4 608.0 SF DATE: APRIL 25, 2005 �y } r BOTTOM: (38'x2')x4 304.0 SF PERCOLATION TEST: DAVID D. COUGHANOWR, R.S cmCrU r TOTAL: 912.0 SF WITNESSED BY: DON DESMARAIS' HEALTH AGENT BARNSTABLE BOARD OF HEALTH DATE: APRIL 25 2005 LEACHING CAPACITY: , SITE a` 'Ffl SIDEWALL: 608 SF x 0.74 GAL/SF 449.9 GAL PERCOLATION RATE: LESS THAN 2 MIN/INCH IN C SOILS, NO GROUNDWATER ENCOUNTERED _.. r �,: I �, �� - s BOTTOM: 304 SF x 0.74 GAL/SF 225.0 GAL TOTAL: 550 GAL 674.9 GAL MAP 19 THREE MANHOLE COVERS 1159 MAIN - . LOT 127 SEE SEPTIC TANK DETAIL BRING MINIMUM OF ONE COVER TO WITHIN STREET 6" OF FINISHED GRADE. BRING OTHER COVERS A-" PERFORATED PVC, SCH 40 TO WITHIN 12" OF FINISH GRADE. @ 0.5% SLOPE WITH 3/8" MIN. SILL EL. = 39.75 AND 5/8" MAX. PERFORATIONS V i �' -56 ^ 3/4" - 1 -1/2" DOUBLE 1i4.2' 11.0' 10.3', N��'40'02 E (CAl C) M �� F.G.=39.0 WASHED CRUSHED STONE FINISHED F.G.= 37.8 2" OF 1 8" 1 2" DOUBLE A&E FIRM 113.47' (CAL'C) i� i - GRADE MIN. 2% -..- F.G.=37.6 / - / � � SL WASHED PEA GRAVEL �. 34 /' TOP OF PEASTONE F.G.= 35.2 ' 35 _ + 2% -i. ELEVATION= 34.6 TURNING MILL ' i � 0 6" SUMP -T- GALLON 2% ---►- 2% 4" PVC CAP 11.0' ' t: �- 'i i + INV. OUT INV. IN 1500 SEPTIC INV. CONSULTANTS INC. r: ,: 65.} ..... . .... . . . .. INV. END 35 t i. i + 5 53 35.28 3 TANK INV. OUT - � � 0 36.17 INV. IN � 33.89 DEVELOPERS, ENGINEERS 21 818S. F. I i rn INV. IN 34.43 34.08 AND CONSTRUCTION MANAGERS .is � J / o 0 0 0 0 0 0 0 0 0 0 0 0 0 , PROPOSED TRENCHES t: , { , , "� 34.60 2 68 TUPPER ROAD, UNIT 3 :� i �� 2 WIDE X 38 LONG ' �. Y. i �� � 32.1 PO BOX 1159, SANDWICH, MA 02563 2' EFFECTIVE DEPTH 36 ' ' i____- -- i 34.2 BOTTOM OF BOTTOM OF PHONE: (508) 888-4383 FAX: (508) 886-4246 4 PLACES _ t: EXIS G o TRENCH 38' - I TRENCH p is CE POOL I/���� �� ELEV.=31.89 BOTTOM OF TRENCH LEVEL FOR ENTIRE LENGTH ELEV.=31.89 TO BE CRU ED LEVEL STABLE 17.7 MAX SITE ADDRESS c PROPOSED , ►; _ AND FILLED 6" STONE BASE TREE LINE DISTRIBUTION BOX SHALL HAVE A MINIMUM SUMP OF SIX INCHES NOTES: AS MEASURED BELOW THE OUTLET INVERT ELEVATION. 20.1' �� 1. SEPTIC TANK SHALL BE EMBOSSED WITH SEAL STATING CONFORMANCE WITH ASTM C 1227-93. 1159 MAIN STREET PROPOSED -`�-'� 2. ALL SEPTIC SYSTEM COMPONENTS SHALL BE 9 OUTLET `b Ps �'� PROPOSES ' \�� 2 DESIGNED TO WITHSTAND H-10 LOADINGS. COTUIT MA �y TYPICAL SEPTIC SYSTEM PROFILE DISTRIBUTION BOX + 2 CAR WITH SPLASH BLOCK n GARA�E I `� SCALE: N.T.S.' SEPT-1 3. SEPTIC TANKS SHALL BE PROVIDED WITH AT LEAST i OO �� THREE 20" DIAMETER MANHOLES WITH READILY t o` o LOTP 2 4 REMOVABLE IMPERMEABLE COVERS OF DURABLE W� MATERIAL. MAP 19 z No 0 10.1, m LOT 130-1 C) t� n P `° 3" MIN.�� = s 20" MIN. S U B M ITALS I-J o 6" MIN. „ 25.3' C' �� ► � 2 MIN. 16.6' DECK 17 i DE 1,500 GALLON ti PROPOSED Iro 10 MIN. MIN CONTRACTOR TO INSTALL CORROSION =- 2 CHAMBER '�� 2 STORY RESISTANT GAS BAFFLES BY TUF-TITE, SEPTIC TANK �` 5 BEDROOM OR EQUIVALENT APPROVED BY THE HOUSE ENGINEER, ON OUTLET TEE PROPOSED 12 WIDE DRIVEWAY I �\ PORCH i i PORCH _�39 ____ TYPICAL SEPTIC TANK PROFILE 3 A 05/24/05 ISSUED FOR PERMIT 5.0 I 28' ,�` J SCALE. N.T.S. SEPT-1 PROFESSIONAL STAMP I I -� OF I , PROPOSED OUTLINE �� �� ���j�� + 43.4 _ ll=llF4" LOAM AND SEED OR -m- - - + ,PAVING=1 11=1. n OF FOUNDATION _ 2„ LAYER OF BOUND (FND) .CLEAN BACKFILL; GENERAL NOTES. o. TOP OF BOUND � r° � TH 1/8 TO 1/2" ,�, Rp ELEV=38.00' +� � ` (9 MINIMUM) DOUBLE WASHED 1. ALL DIMENSIONS ARE PERPENDICULAR TO THE PROPERTY LINES. oFF , SL 104.48 (CALC) PEA STONE 2. ALL SYSTEM COMPONENTS SHALL BE INSTALLED IN COMPLIANCE WITH THE STATE SANITARY ----- N27*49 00 E �_ CODE TITLE V AND THE BOARD OF HEALTH REQUIREMENTS. 3. ANY CHANGE TO THIS PLAN MUST BE APPROVED BY THE BOARD OF HEALTH AND DESIGN ENGINEER. -------�� INV IN o 4. BEFORE BACKFILLING THE SYSTEM THE CONTRACTOR SHALL NOTIFY THE DESIGN ENGINEER O O a AND BOARD OF HEALTH TO INSPECT. 6 PERFORATED 5. HEAVY EQUIPMENT SHALL NOT TRAVEL OVER DISPOSAL SYSTEM DURING OR AFTER CONSTRUCTION. SCH 40 PVC 6. TIGHT JOINT (T.J.) PIPING SHALL CONSIST OF POLYVINYL CHLORIDE (PVC) PIPE, SCHEDULE 40. a c> o d ALL PIPES TO BE LAID ON FIRM BASE AND TO BE WATERTIGHT. ALL CONNECTIONS AND JOINTS N 3/4" TO 1-1/2" SHALL BE MECHANICALLY SOUND AND TIGHT. DRAWN BY: SRS MI DOUBLE WASHED 7. PROPERTY LINES FOR LOT (MAP 34, PARCEL 1 ) ON DEED RECORDED IN DEED BOOK 13577 PG.110, o z STONE AND COMPILED FROM DEEDS ON RECORD AND PLAN RECORDED IN THE BARNSTABLE COUNTY REGISTRY CHECKED BY: M.F.J. �- IN LAND COURT AS CERT. NO. 15287. GRAPHIC SCALE cP 0 8. THE DESIGN ENGINEER SHALL CERTIFY INSTALLATION. PROPOSED SITE PLAN 1 20 0 10 20 40 9. PARCEL SHOWN ON ASSESSORS MAP 34 LOT 1 AND IS ZONED RF (RESIDENTIAL DISTRICT) PER SHEET TITLE: TOWN OF BARNSTABLE ZONING MAP. SCALE: 1 " = 20' SEPT-1 2.0'. 10. LOT IS SERVED WITH TOWN WATER SERVICE. 11 . SUBJECT PROPERTY LIES WITHIN A TOWN OF BARNSTABLE AP DISTRICT (AQUIFER PROTECTION OVERLAY DISTRICT). 12. SUBJECT PROPERTY LIES WITHIN A TOWN OF BARNSTABLE RPOD DISTRICT (RESOURCE PROTECTION OVERLAY DISTRICT). PROPOSED SEPTIC SEPTIC SETBACKS (MIN. LESzELyQ BOTTOM OF TRENCHJ DISTANCE FROM 5' MINIMUM SEPARATION 13. PROPERTY IS LOCATED IN FLOOD ZONE C, PER FIRM MAP 25001 0018 D, DATED JULY 2, 1992.GROUNDWATER 14. HOUSE FOUNDATION IS NOT EXISTING. DESIGN PLAN . LEACHING TRENCHES TH TEST HOLE LOCATION MAINTAIN 6.0 FEET 15. ALL DISTURBED AREAS WILL BE LOAAED AND SEEDED IMMEDIATELY UPON COMPLETION OF CONSTRUCTION. 10' PROPERTY LINES EXISTING STOCKADE FENCE BETWEEN TRENCHES' 16. CONTRACTOR TO' OBTAIN REQUIRED PERMITS. 20' BUILDINGS 17. IT IS THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY DIG-SAFE AND ALL UTILITY COMPANIES PRIOR TO CONSTRUCTION 100' WETLANDS X 62.5 EXISTING SPOT ELEVATION - FOR LOCATION OF ALL UNDERGROUND UTILITIES AND UTILITY COMPANY APPROVALS. - - -10- - - - EXISTING CONTOUR 18. ALL EXISTING UTILITIES SHOWN ARE APPROXIMATE ONLY AND ARE NOT WARRANTED BY THE OWNER AND ENGINEER SEPTIC TANKS 10 PROPOSED CONTOUR TYPICAL LEACHING TRENCH DETAIL 4 TO BE CORRECT, NOR DO THE OWNER OR ENGINEER WARRANT THAT ALL UNDERGROUND UTILITIES ARE SHOWN. SHEET NUMBER: 10' PROPERTY LINES SCALE: N.T.S. 19. CONTRACTOR TO PROTECT ANY UNDERGROUND UTILITIES FROM BEING DAMAGED. 10' BUILDINGS SEPT-1 20. PROPERTY LINE INFORMATION IS COMPILED FROM DEEDS AND PLANS OF RECORD AND IS NOT THE 100' WETLANDS RESULT OF A FULL BOUNDARY SURVEY. SEPT-1