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0202 SEA VIEW AVENUE - Health
Q s202 Sea View _ ✓Lf .. 8 014 { '}Osterville , t 7-- TOWN OF BARNSTABE Fyn/��LOCATION ®Z p (E�SEWAGE#Z�00 01. O f VILLAGE C0 :5 -ate Q ASSESSOR'S MAP&PARCE U INSTALLER'S NAME&PHONE NO. 1 SEPTIC TANK CAPACITY LEACHING FACILITY: (type) "f 6Z)< IC _ icSo® (size) JZ k S Z'V z NO. OF BEDROOMS 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) �/"y`W Feet Edge of Wetland and Leaching Facility(If any wetlands exist within 300 feet of leaching facility) 1-7� Feet FURNISHED BY i J � ' 3 9.S 26 �_ � � � e. � 6� ' S 9`8 " ��.. r .,�. Y '�+ J w•! � . k i�yE� 91 sa __ - _ Z � 3 1 - -- -5--- ''I� � �-- �, . o. o - -� No. Fee C v THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS Yes application for Disposal 6pstrin Construction Vertnit Application for a Permit to Construct( Repair( ) Upgrade( ) Abandon( ) L7i-omplete System ❑Individual Components Location Address or Lot No. Z O Z J4- v0;iAr Owner's Name,Address,and Tel.No. Assessor'sMap/Parcel y''` I ller's Name,Address,and Tel.No.�� Designer's Name,Address,and Tel No Q Sv((,;iah FhJy„eer,'.+g f rzc�J V�� 2ht, .Aa to sub `�ZQ-33yy Type of Building: Dwelling No.of Bedrooms Lot Size Z y!Go * sq.ft. Garbage Grinder( ) Other Type of Building No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow(min.required) G 6 0 gpd Design flow provided 6 6 gpd Plan Date `d4'rZ ,(G Number of sheets Revision Date Size of Septic Tank 'l��b nn Type of S.A.S. S C�t�.t C4,*I-efI Description of Soil /��E Drk 54a�y�� ! 1O`� 13 44y-o e' ,6rj2Wh Log.•%. /sond g Zo-3 a C[ ara L.;"15 C rel�w .�1.J,% 38- 172- �. el. Ler,/ Ia /fwwh /`lam Nature of Repairs or Alterations(Answer when applicable) Date last inspected: Agreement: The undersigned agrees to ensure the construction and maintenance of the afore described on-site sewage disposal system in accordance with the provisions of Title 5 of the Environm�tal nd not to pl the system in operation until a Certificate of Compliance has been issued by this Board al . SignedDate Application Approved by 0)0 1 Date 1{ 1 Application Disapproved by Date for the following reasons Permit No. � _( ' Date Issued '1 (o r � J No. Fee THE COMMONWEALTH OFtMASSACHUSETTS Entered in computer: PUBLIC HEALTH DIVISION - TOWN NSTABLE, MASSACHUSETTS Yes rication for Misposal steal Construction Permit Application for a Permit to Construct(L)'Repair( ) Upgrade("" ) Abandon( ) [Complete System ❑Individual Components v- Location Address or Lot No. Z o L f Ps 11,"e,r L e Owner's Name,Address,and Tel.No. T Assessor's Map/Parcel / 3 I ller's Name,Address,and Tel.No. Designer's Name,Address,and Tel.No. I/ �Q � SVl/,'✓Gh I-'",a�1iiPQf'nS l- (Gyrf (J(1�,':�,�, .L6�C. � 9-0G- YZ� 33,/4/ Type of Building: : \\ Dwelling No.of Bedrooms G Lot Size Z "69 * sq.ft. Garbage Grinder Other Type of Building Re.S;o(eA-1,'Al No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow(min.required) 6 G U gpd Design flow provided G gpd Plan Date t/Zy�Z0!6 Number of sheets I , Revision Date; Title A-V- 15$al .11-,4"o r t.h Size of Septic Tank 2,Gcrl Type of,`S.A.S. Description of Soil � /��1= �/f �r�w•, jgH�/h �c�.+.! tt7lY.w•, �Gc,i.,, Serhrs/i ZS—�� C� (��dwh;5 �Pl�d,. M� fS / 3L�`-- 172- - Nature of Repairs or Alterations(Answer when applicable) Date last inspected: Agreement: The undersigned agrees to ensure the construction and maintenance of the afore described on-site sewage disposal system in accordance with the provisions of Title 5 of the Environmental Co eland not to plaoe the system in operation until a Certificate of Compliance has been issued by this Board • al Si ed Date 1 Sn Application Approved by r- (3. S Date y b Application Disapproved by U Date for the following reasons Permit No. a v —(t Date Issued y �' --------------------------------------------------------------------------------------------------------------------------------------- THE COMMONWEALTH OF MASSACHUSETTS BARNSTABLE,MASSACHUSETTS Certificate of Compliance THIS IS TO CERTIFY,that the On-site Sewage Disposal system Constructed( ✓f Repaired( ) Upgraded( ) Abandoned( )by ( K �C.XC'Q aal Id C? C at ZD L ,S�g �/,'Pw ,4v�, has been constructed in accordance with the proypuions of Title 5 and the for Disposal System Construction Permit No.a616-f I I dated Installer f t11 t'/ Designer #bedrooms G Approved de flo� C 6 G gpd The issuance Ithis ermit shall not be construed as a guarantee that the system will functio � ../`--as designed. Date �� Inspector �� kL g S •� --------------------------------------------------------------------------------------------------------------------------------------- No. ay�6 ^ � ' Fee S n THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION-BARNSTABLE,MASSACHUSETTS Misposar *pstem Construction Permit Permission is hereby granted to Construct(✓)' Repair( ) Upgrade( ) Abandon( ) System located at ZO Z ST-u and as described in the above Application for Disposal System Construction Permit. The applicant recognized his/her duty to comply with Title 5 and the following local provisions or special conditions. Provided:Construction must be completed within three years of the date of this permit. . � Date "I �� Approved by T� /!� Mar 03 2017 04:18PM HP Fax page 1 t Town of Barnstable Regulatory Sorvices Richard V.Scab,Interim Director, MAM Public Health Division Thomas McKean,Director 200 Main Street,Hyannis,MA 026ol Office., 508-862-4644 Fax: S08 790-6304 Installer&Designer Certification Form Date: Sewage Permit# 261 10-1 t t Assessor's MaplPareel " Designer: 11V 11r1lCr trt 'S Installer: ?11 " Address: S . Address: 6 (�r r A_I o On_ l �c as issued a permit to install a (date) (Installer) septic system at 1{,t,V`&Q- based on a design drawn by (address) � Csiper) atod— fir 1 certify that the septic system referenced above was installed substantially according to the design, which may include minor approved changes such as lateral relocation of the t distribution, box and/or septic tank. Strip out (if required) was inspected and the soils were found satisfactory. I certify that the septic system referenced above was installed with major changes (i.e: greater than 10' lateral relocation of the SAS or any vertical relocation of any component of the septic system)but in accordance with State&Local Regulations. Plan revision or certified as-built by designer to follow. Strip out(if required)was inspected and the soils ]a+ere found satisfactory: I certify that the system referenced above was constructed m a with the terms of the AA approval letters if applicable) t • 4 RIFS T. {Instal er's Signature) u (Designer's Si t� Signature)) x Design ere) PLEASE RETURN TO BARNSTABLE PUBLI HEALTH DIVISION. CELR CATE OF COMPLIANCE L NOT BE ISSUED UNTILBOTH TffiS FORM AND AS•- IBB T ARE RECEIVED BY THEE RNSTABLE PUBLIC HEIR[DIVISION. THANK�OIF. QASeptic%DWgnerCertifitation Form Rev 8-14-11doc oFt�r Town of Barnstable P# &22 Z Department of Regulatory Services SABNSfAHM - Public Health Division Date 2 -�M y MASS. 1619 `0� 200 Main Street,Hyannis MA 02601 �EDMAya r:7) Date Scheduled L Time Fee Pd. r,.n Soil Suitability Assessment for Sewage Disposal Performed By: 1.a go l.i �gl a Witnessed By:��. J W- d � � rtr1��• LOCATION & GENERAL INFORMATION Location Address Owner's Name z.C12- sea v,ems. 6, ye+1Pete. Ale r o Address Assessor's Map/Parcel: Engineer's Name.Svff i/�7h 138 1`h�ihee�;r�9 /0/T `t-Coil5c,16•hs NEW CONSTTTRUCTION �/- REPAIR Telephone# S-o$-�� 33 q Land Use �d2� 'ti ` Slopes(%)0 Surface Stones_/�/D�l e Distances from: Open Water Body 2CO 4- ft Possible Wet Area�+ ft Drinking Water Well ft Drainage Way ft Property Line ft Other ft SKETCH:(Street name,dimensions of lot,exact locations of test holes&perc tests,locate wetlands in proximity to holes) 61herotot "VA-s'"'Gr0,VAVF El . l I N SEA V1 AVa �- Parent material(geologic) 0� ",ksL Depth to Bedrock 5B0 Depth to Groundwater. Standing Water in Hole: �UO�� Weeping from Pit Face mac'_ Estimated Seasonal High Groundwater DETERMINATION FOR SEASONAL HIGH WATER TABLE Method Used: Depth Observed standing in obs.hole: in. Depth to soil mottles: in. Depth to weeping from side of obs.hole: in. Groundwater Adjustment ft. Index Well# Reading Date: Index Well level Adj.factor Adj.Groundwater Level PERCOLATION TEST Date tAl Time 0,li- - Observation Hole# t— 3 Time at 9" [�' Depth of Pere dd '30 Time at 6" Start Pre-soak Time @ 0 t?l Time(9"-6'1 End Pre-soak 9;0 0 .30 ' Rate Min./Inch i Site Suitability Assessment: Site Passed lo"o" Site Failed: Additional Testing Needed(Y/N) Original: Public Health Division Observation Hole Data To Be Completed on Back---------- ***If percolation test is to be conducted within 100' of wetland,you must first notify the Barnstable Conservation Division at least one(1)week prior to beginning. Q:\SEP'nC\PERCFORM.DOC Y DEEP OBSERVATION HOLE LOG Hole# Q Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulders. Consistency.%Gravel 0--10`` Ale Sa.d� lv Y9 Y3 /0 30 ,, 30-38 C , M.S�k� to f R 118 I , DEEP OBSERVATION HOLE LOG Hole# 2 Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulders. Consistency.%Gravel 10r� 33 OOA C 1 1A1 , 1"a 4P re V5 SOA&( /oP, '7l DEEP OBSERVATION HOLE LOG Hole# 3 Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.). (USDA) (Munsell) Mottling (Structure,Stones,Boulders. Consistency.%Gravel) 0—/0 ,VF Sa�dy M ld R 3 7— W C I If. 54 h of no Yn C a �- 13 Z Cz A.54,4 �R 7l DEEP OBSERVATION HOLE LOG Hole# eI Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulders. ^ y/� Consistent %Gravel 10 L/l �c�—2 Y � � �•- Lo4�y�a� �d �� �� Z`t- go 5'0—l�2 Cz .J'aA0 <o 2 7/j i Flood Insurance Rate Map: Above 500 year flood boundary No_ Yes Within 500 year boundary No Loll Yes Within 100 year flood boundary No Yes Death 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? — "5 11f not,what is the depth of naturally occurring pervious material? Certification I certify that on ? << Zot Z (date)I have passed the soil evaluator examination approved by the epartment of EnviroAmental Protection and that the above analysis was performed by me consistent with the required training expertise and experience described in 310 CMR 15.017. I ignature Date t ,���S✓ :\SEPTIC\PERCFORM.DOC • Town of Barnstable Barnstable Regulatory Services Department AtAnWIMCM Public Health Division D• .9� i6 3 �� .F16 200 Main Street, Hyannis MA 02601 2007 f Office: 508-8624644 Richard V.Scali,Director FAX: 508-790-6304. Thomas A.McKean,CHO CERTIFIED MAIL #7014 1200 0001 0358 0390 February 17, 2015 Neely Kountze Trust PO Box 513 Boca Grande, FL 33921 • ORDER TO COMPLY WITH STATE ENVIRONMENTAL CODE, Title 5. j The septic system located at 202 Sea View Avenue, Osterville,MA;was last inspected on 12/19/2014 by James Ford, a certified septic inspector for the State of Massachusetts. ' The inspection of the septic system showed that the system"Fails"under the guidelines of the 1995 TITLE 5 (310 CMR 15.00) due to the following: • System must be upgraded within the next two (2)years OR abandon the single cesspool and connect plumbing to existing Title V You are ordered to repair or replace the septic system within Two (2)years from the date you receive this notification. Failure to repair/replace the septic system with in the deadline period will result in future enforcement action. PE ER OF THE BOARD OF HEALTH Thomas McKean, R.S. CHO Agent of the Board of Health Q:\SEPTIC\I,etters Septic Inspection Failures or Future Evl\202 Sea View Ave Ost Feb 2015.doc .74 Parcel Detail x a� a . sff / t� 4 LI ASS �Z �rl arl t rprop afa De I S '-U7 Q 1 �r rd 9�'afC;eI� t��1,��_p�:'IC �^?O N i s x� Parcel Info Parcel ID 138.014 i Developer Lot LOT 4� ,I Location 202 SEA VIEW AVENUE1 Pri Frontage .112 sec Road WASHINGTON AVENUE sec Frontage 110 village OSTERUILLE � Fire District'C-O-MM�� Y Town sewer exists atthis address No Road Index d480 � 4 Asbuilt Septic Scan, Interactive Map 138014_1 -•Owner Info NEELY TR� co- ELIZABETH M KOUNTZE ` Owner KOUNTZE Owner l Street PO BOX 513 street2 C city BOCA GRANDE state FL Zip 33921 country • land Info _ �. �. Acres 0.55 WT Use Single Fam MDL-01 Zoning RF-1 Nghbd 0119 Topography Level n U v Road Paved f Utilities Public Water,Gas,Septic Location J Construction Info 1 LEE$ L�pM I, �� y , 2, Computer name : HEALTH899JF User name : flvnnl Operating Svstem : Windows NT (5.1) Town of Barnstable Barnstable Regulatory Services Department "'RN `� ' Public Health Division Q D 1639. 1� IrA 2007 200 Main Street, Hyannis MA 02601 Office: 508-862-4644 Richard V.Scali,Director FAX: 508-790-6304 Thomas A.McKean,CHO CERTIFIED MAIL #7014 1200 0001 0358 0383 February 16, 2015 Neely Kountze Trust 202 Sea View Avenue Osterville, MA RE: 202 Rolling Hitch Road ORDER TO COMPLY WITH STATE ENVIRONMENTAL CODE,Title"5. The septic system located at 202 Sea View Avenue, Osterville,MA,was last inspected on 12/19/2014 by James Ford, a certified septic inspector for the State of Massachusetts. The inspection of the septic system showed that the system"Fails"under the guidelines of the 1995 TITLE 5 (310 CMR 15.00) due to the following: • System must be upgraded within the next two(2)years OR abandon the single cesspool and connect plumbing to existing Title V You are ordered to repair or replace the septic system within Two (2)years from the date you receive this notification. Failure to repair/replace the septic system with in the deadline period will result in future enforcement action. PER ORDER OF THE BOARD OF HEALTH Thomas McKean, R.S. CHO Agent of the Board of Health Q:\SEPTIC\Letters Septic Inspection Failures cr Future Evl\202 Sea View Ave Ost Feb 2015.doc ' Commonwealth of Masspchusetts u Title 5 Official ;Inspection Form Subsurface Sewage Disposal System Form - Not for Voluntary Assessments t 202 Sea View Ave. Septic System #1 of 2 Property Address - Neely Kountze Trust" Owner Owner's Name t� information is j '.' required for every Osterville MA- 02655 12/19/14 _0 page. CitylTown i 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. r Important:When filling out forms A. General Information on the computer, use only the tab 1. Inspector: key to move your cursor-do not Jarnes Ford use the return Name of Inspector key. f P rrrre Company Name ! I{ I a P.O. Box 49 11 Company Address } „ Osterville I i - 4 MA 02655 City/Town State Zip Code 508-862-9400 f S12482 Telephone Number License Number B. Certification I certify that I have personally irispected 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 rmaintenance of on site - sewage disposal systems. I anr'a DEP approved system inspector pursuant to Section 15.340 of Title 5 (310 CMR 15.000). The`s' tem: ❑ Passes ❑ Conditionally Passes ®" Fails ❑ Needs Further E luation-by the Local Approving Authority „ i 3 12/29/14 ! Inspe rtem nature Date Theinspector shall;submit a copy of this inspection report to the Approving Authority(Board of Health or,DEP)within 30 days of completing this inspection. If the system is a shared system or has a design flow of 10,000_gpd or greater, the inspector and the system owner shall submit the report to the appropriate regional office of the DEP. The original should be sent to the system owner and copies sent to the buyer, if applicable, and the approving authority. ****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. l5ins•3/13 t; Title 5 Official sp lion Form:Subsurface Sewage Disposal System•.Page 1 of 17 I is Commonwealth of Massachusetts Title 5 Officic Inspection Form System Form - Not for Voluntary Assessments Subsurface Sewage Disposal 202 Sea View Ave. Septic Systern #1 of 2 Property Address 1' ; Neely Kountze Trust Owner Owner's Name information is f? required for every Osterville MA 02655 12/19/14 page.. City/Town State Zip Code Date of Inspection B. Certification (cont.j Inspection Summary: Check; A,B,C,D or E/always complete all of Section D A) System Passes: If 1' ❑ 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: l I� t it r, J Ij k B) System Conditionally Passes: rl ❑ 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. 1= Check the box for"yes", "nv ,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 substaniia iinfiltration 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 puss inspection if it is structurally sound, not leaking and if a Certificate of Compliance indicating that4the tank is less than 20 years old is available. I ❑ Y ❑ "N l ❑ ND (Explain below): I t i t, r i t5ins•3/13 j l Title 5 Official Inspection Form:Subsurface Sewage Disposal System-Page 2 of 17 i Commonwealth of Massbbhusetts Title 5 Official inspection Form Subsurface Sewage Disposal:,System Form - Not for Voluntary Assessments 202 Sea View Ave. Septic Sysfe`m #1 of 2 Property Address " + Neely Kountze Trust Owner Owner's Name + + information is required for every Osterville ! MA 02655 12/19/14 page. CitylTown State Zip Code Date of Inspection B. Certification (count.)', ❑ Pump Chamber pumps%alarms not operational. System will pass with Board of Health approval if pumps/alarms are repaired. B) System Conditionally;.Passes (cont.): t ' ❑ 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): d ❑ broken pipe(s)j"gre,repiaced ❑ Y ❑ N ❑ ND (Explain below): ❑ obstruction is removed ❑ Y ❑ N ❑ ND (Explain below ❑ distribution box is leveled or replaced ❑ Y ❑ N ❑ ND (Explain below): . i r, ❑ 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 ❑ 1 ND (Explain below): , ; ❑ obstruction is removed ❑ Y ❑ N ❑ ND (Explain below): 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 o (Sins•3/13 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 3 of 17 • 'e I r ' 'I I Commonwealth of Masslathusetts Title 5 Official Inspection Form Subsurface Sewage Disposal System Form - Not for Voluntary Assessments °�.,�,• 202 Sea View Ave. Septic System #1 of 2 Property Address Neely Kountze Trust .' . Owner Owner's Name ;: information is required for every Osterville MA 02655 12/19/14 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: **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. a:. , 3. Other: 1, I i The system has a single cesspool and is an automatic fail in the town of Barnstable • jig _ ; f. D) System Failure Criteria Applicable to All Systems: You must indicate "Yes" oi'"No"to each of the following for all inspections: Yes No 7 ❑ ® Backup of sewage into facility or system component due to overloaded or clogged:SAS or cesspool ❑ ® Disch6rge or ponding of effluent to the surface of the ground or surface waters due to`aIn 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•3/13 Title 5 Official Inspection Form:Subsurface Sewage Disposal System-Page 4 of 17 L� 1 ' Commonwealth of Massachusetts Title 5 Official :.lnspection Form Subsurface Sewage Disposal'System Form - Not for Voluntary Assessments °M 9,•'y 202 Sea View Ave. Septic System #1of 2 Property Address Neely Kountze Trust Owner Owners Name information is required for every Osteryille r' MA 02655 12/19/14 page. CitylTown State Zip Code Date of inspection B. Certification Yes No : - ❑ ® i 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. 0 ® Any portion of cesspool or privy is within 100 feet'of a surface water supply or tributary to a surface water",supply. ❑ ® Any p'ortion.of a cesspool or privy is within a Zone 1 of a public well. ❑ N Any portion of a cesspool or privy is within 50 feet of a private water supply well. El ® 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 anim6nia 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 systerin owner should contact the Board of Health to determine what will be neces',`ry 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 h El the system is within 200 feet of a tributary,to a surface drinking water supply El ❑ 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. t5ins•3/13 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 5 of 17 Ci t Commonwealth of Mass"achusetts Title 5 Officialalnspection Form Subsurface Sewage Disposa System Form -Not for Voluntary Assessments a . ,•'•V 202 Sea View Ave. Septic System #1 of 2 Property Address Neely Kountze Trust Owner Owner's Name information is required for every Osterville MA 02655 12/19/14 page. City/Town ° State Zip Code Date of Inspection C. Checklist $ E : Check if the following have4t1een 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 ii ❑ ® Were a'ny 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 th6 site inspected for signs of break out? ® ElWere all system components, excluding the SAS, located on site? ® ❑ Were tle.septic tank manholes uncovered, opened, and the interior of the tank inspect�,d'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&nd 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)] s D. System Information ,i r ResidentialFlow Conditiocis;: Number of bedrooms (design): n/a Number of bedrooms (actual): n/a DESIGN flow based on 310PMR 15.203 (for example: 110 gpd x#of bedrooms): /a ,,i: . i l5ins•3113 �, Title 5 Official Inspection Form:Subsurface Sewage Disposal System-Page 6 of 17 f Commonwealth of Massachusetts Title 5 Official Inspection Form ;. Subsurface Sewage Disposal System Form - Not for Voluntary Assessments °°�.,e,•'e 202 Sea View Ave. Septic System #1 of 2 Property Address Neely Kountze Trust Owner Owners Name information is required for every Osterville ! MA 02655 12/19/14 page. City/Town State Zip Code Date of Inspection D. System Informatilah; Description: P i; r' t Number of current residenti: 0 Does residence have a garbage grinder?; El Yes ® No Is laundry on a separate sewage system? (Include laundry system inspection information in this report.) ❑ Yes ® No Laundry system inspected?,' El Yes ® No Seasonal use? El Yes ® No {tq Water meter readings, if available (last 2 years usage (gpd)): Detail: Via; 4 unavailable ,.t . Sump pump? (' ❑ Yes ® No Last date of occupancy: unknown Date Commercial/Industrial Floiw,Conditions: , Type of Establishment: Design flow(based on 310 CMR 15.203): Gallons per day(gpd) Basis of design flow(seats/persons/sq.ft., etc.): Grease trap present? 1 :, . ❑ Yes ❑ No Industrial waste holding tank;present? El Yes ❑ No Non-sanitary waste dischar ed to the Title 5 system? ❑ Yes ❑ .No Water meter readings, if available: t5ins•3/13 Title 5 Official inspection Form:Subsurface Sewage Disposal System-Page 7 of 17 J •r f Commonwealth of Massachusetts Title 5 Officia[.1nspection Fora Subsurface Sewage Disposal,System Form - Not for Voluntary Assessments 202 Sea View Ave. Septic System #1 of 2 Property Address Neely Kountze Trust ,a Owner Owners Name information is required for every Osteryille jMA 02655 12/19/14 page. CitylTown State Zip Code Date of Inspection D. System Informatio6 (cont.) Last date of occupancy/use:,., Date Other(describe below): t t t General Information is , Pumping Records: t Unknown Source of information: nown I Was system pumped as part of the inspection? El Yes ® No If yes, volume pumped: { gallons How was quantity pumped determined? Reason for pumping: Type of System: ` ❑ Septic tank;:distribution box, soil absorption system t= ® Single cesspool ❑ Overflow cesspool El 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(descl ib'e): t5ins•3/13 !. Title 5 official Inspection Form:Subsurface Sewage Disposal System•Page 8 of 17 i i i S Commonwealth of Mass�aehusetts Title 5 Offici 4 ;Inspection Form Subsurface Sewage Disposal.System Form -Not for Voluntary Assessments 202 Sea View Ave. Septic Sy ft m #1 of 2 , a Property Address Neely Kountze Trust Owner Owner's Name information is required for every Osteryille MA 02655 12/19/14 page. Citylrown r` State Zip Code Date of Inspection D. System Informatipn (cont.) Approximate age of all components, date installed (if known)and source of information: unknown I - t . Were sewage odors detectibdwhen arriving at the site ❑ Yes ® No Building Sewer(locate onsite plan): Depth below grade: I it feet Material of construction: i ❑ cast iron N 40 PVC ❑ other (explain): a Distance from private wateri sypply well or suction line: feet ; i Comments (on condition of joints; venting, evidence of leakage, etc.): i A:t i t Septic Tank (locate on site 4 plan): Depth below grade: n/a ? feet Material of construction: ❑ concrete ❑ metal ❑ fiberglass ❑ polyethylene ❑ other(explain) it If tank is metal, list age: �r years Is age confirmed by a Certificate of Compliance? (attach a copy of certificate) ❑ Yes ❑ No Dimensions: I ` Sludge depth: t i5ins•3/13 i`' ' Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 9 of 17 , I Commonwealth of Massachusetts W Title 5 Officici '. Inspection Form Subsurface Sewage Disposai System Form - Not for Voluntary Assessments i; II 202 Sea View Ave. Septic System #1 of 2 Property Address Neely Kountze Trust +, Owner Owner's Name , information is !, required for every Osteryille h MA 02655 12/19/14 page. City/Town State Zip Code Date of Inspection D. System Information (cont.) Septic Tank (cont.) i Distance from top of sludge:to bottom of outlet tee or baffle Scum thickness 1 Distance from top of scum 0.top of outlet tee or baffle Distance from bottom of sci to bottom of outlet tee or baffle How were dimensions determined? measure r. Comments (on pumping recommendations, inlet and outlet tee or baffle condition, structural integrity, liquid levels as related too-tle%invert, evidence of leakage, etc.): Grease Trap (locate on site plan): Depth below grade: fa. ,� n/a feet Material of construction: li" ❑ concrete t .0 ❑ metal t ❑fiberglass El polyethylene El other(explain): Dimensions: Scum thickness Distance from top of scum to top of outlet tee or baffle 'Distance from bottom of scum to bottom of outlet tee or baffle Date of last pumping: ' I. Date (Sins•3/13 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 10 of 17 • i. I Commonwealth of Massachusetts W Title 5 Official' Inspection Fora Subsurface Sewage Disposal,Sysltem Form - Not for Voluntary Assessments e,••'w 202 Sea View Ave. Septic S si:l4m #1of 2 Property Address Neely Kountze Trust Owner Owner's Name information is required for every Cisterville MA 02655 12/19/14 page. City/Town 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.): y Tight or Holding Tank (ta k, must be pumped at time of inspection) (locate on site plan): Depth below grade: r Y, Material of construction:. ❑ concrete li' ' ❑ met{:�I El fiberglass El polyethylene ❑ other(explain): N/a 1, Dimensions: Capacity: gallons Design Flow: gallons per day Alarm present: El Yes ❑ No 7i . Alarm level: Alarm in working ' ❑ No g order: ❑ Yes Date of last pumping: l' Date Comments (condition of alarm;and float switches, etc.): i ' Attach copy of current pumping contract(required). Is copy attached? ❑ Yes ❑ No !Sins•3/73 ` Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 11 of 17 • l� Commonwealth of Massachusetts Title 5 Official' Inspection Form Subsurface Sewage Disposal System Form - Not for Voluntary Assessments .�,•• 202 Sea View Ave. Septic System #1 of 2 Property Address Neely Kountze Trust Owner Owners Name I, . information is 1, required for every Osterville ;; MA 02655 12/19/14 page. City/Town State Zip Code Date of Inspection D. System Information (cont.) pi Distribution Box(if preserit:i,`must be opened)(locate on site plan): it.: Depth of liquid level abovelo.utlet invert n/a Comments (note if box is leyel,and distribution to outlets equal, any evidence of solids carryover, any evidence of leakage into oriout of box, etc.): I( 1. k' ' ey 1i Pump Chamber(locate on`site plan): Pumps in working order: l; El Yes ❑ No Alarms in working order: ❑ Yes ❑ No' i . Comments (note condition of pump chamber, condition of pumps and appurtenances, etc.): N/a - l; * 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: t5ins•3/13 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 12 of 17 1 - t Commonwealth of Massachusetts Title 5 Official Inspection Form Subsurface Sewage Disposal.System Form - Not for Voluntary Assessments 202 Sea View Ave. Septic System #1 of 2 Property Address Neely Kountze Trust Owner Owner's Name information is required for every Osterville MA 02655 12/19/14 page. City/Town } State Zip Code Date of Inspection D. System Informatiop',(cont.) iW., Type: ( ' ❑ leaching pits', number: ❑ leaching chambers number: ❑ leaching galleries number: ❑ leachingtre .. hes number, length: ❑ leaching field: number, dimensions: ❑ overflow cesspool number:, ❑ innovative/all'ernative system Type/name of technology: Comments (note condition''of soil, signs of hydraulic failure, level of ponding, damp soil, condition of vegetation, etc.): i' 1' Cesspools (cesspool must tie pumped as part of inspection) (locate on site plan): it .. Number and configuration 1 single Depth—top of liquid to inletl.nvert - Depth of solids layerl' ;S - y. Depth of scum layer '• al. Pit Dimensions of cesspool 1000 9 Materials of construction precast pit Indication of groundwater inflow ❑ Yes ® No (Sins•3l13 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 13 of 17 I 1 `I Commonwealth of Massachusetts Title 5 Officials Inspection Form Subsurface Sewage Disposal;system Form -Not for Voluntary Assessments e,•''F 202 Sea View Ave. Septic System #1 of 2 Property Address Neely Kountze Trust Owner Owner's Name information is required for every Csterville MA 02655 12/19/14 page. City/Town State Zip Code Date of Inspection D. System Informatio' (cont.) l. ; Comments (note condition of soil, signs of hydraulic failure, level of ponding, condition of vegetation, ' etc.): it steel cover was to grade Privy(locate on site plan): . Materials of'construction: Dimensions Depth of solids Comments (note condition of soil, signs of hydraulic failure, level of ponding, condition of vegetation, etc.): N/a f; ;i i .. 4. • t. ; (Sins•3/13 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 14 of 17 Commonwealth of Mass°achusetts W Title 5 Official.Inspection Form Subsurface Sewage Disposal:System Form - Not for Voluntary Assessments 202 Sea View Ave. Septic System #1 of 2 Property Address , Neely Kountze Trust ,> Owner Owner's Name information is i required for every Osteryille ' MA 02655 12/19/14 page. City/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 refereince landmarks or benchmarks. Locate all wells within 100 feet. Locate where public water supply Biters the building. Check one of the boxes below: ® hand-sketch in the area;below ❑ drawing attached separately t3ALk fioo 1 0 Wf_ wq� C oVtr TO 6,A�� r r P n tt,; t5ins•3/13 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 15 of 17 r • Commonwealth of Massachusetts Title 5 Official Inspection Form Subsurface Sewage Disposal System Form - Not for Voluntary Assessments °�•. •'�r 202 Sea View Ave. Septic System #1 of 2 Property Address Neely Kountze Trust Owner Owner's Name information is required for every Osteryille MA 02655 12/19/14 page. City/Town State Zip Code Date of Inspection D. System Information (cont.) Site Exam: i ❑ Check Slope ® Surface water ❑ Check cellar .. ❑ Shallow wells <<; Estimated depth to high ground water: 15' .,. 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: pate ® Observed site (abutting property/observation hole within 150 feet of SAS) ® Checked with local Board of Health - explain: Topo and water contours map ❑ Checked with local excavators, installers -(attach documentation) ❑ Accessed ISGS database-explain: t• klI You must describe how you,*tablished the high ground water elevation: The house is across the street from the ocean ii { Before filing this Inspectiact Report, please see Report Completeness Checklist on next page. i t5ins•3/13 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 16 of 17 !i Y C I H Commonwealth of Massachusetts Title 5 Official Inspection Form . Subsurface Sewage Disposal System Form - Not for Voluntary Assessments a 202 Sea View Ave. Septic System #1 of 2 Property Address " a Neely Kountze Trust Owner Owner's Name information is required for every Osterville MA 02655 12/19/14 page. City/Town ! State Zip Code Date of Inspection E. Report Completeness Checklist ® Inspection Summary: A,.B, C, D, or E checked 1, ® Inspection Summary D,(System Failure Criteria Applicable to All Systems) completed f• ® System Information— Estimated depth to high groundwater t ® Sketch of Sewage Disposal System either drawn on page 15 or attached in separate file e Si u i, is i j� 13 s t5ins•3/13 Title 5 Official Inspection Form:Subsurface Sewage Disposal System-Page 17 of 17 t r ' e` • Commonwealth of Massachusetts Title 5 Officil: Inspection Form Subsurface Sewage Disposal System Form -Not for Voluntary Assessments e,•''y 202 Sea View Ave. Septic System #2of 2 * Property Address l� Neely Kountze Trust Owner Owners Name information is y required for every Osterville i; t, MA 02655 12/19/14 page. City/Town State Zip Code Date of Inspection I t� Inspection results must be submitted on this form. Inspection forms may not be altered in any two way. Please see completeness.checklist at the end of the form. Important:When filling out forms A. General Information I on the computer, u use only the tab 1. Inspector: 4 " key to move your ;. cursor-do not �i James Ford use the return key. Name of Inspector ?: , rze Company Name P.O. Box 49 Company Address Osterville MA 02655 City/Town } State Zip Code 508-862-9400 S12482 Telephone Number I; ' License Number ti .l 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 3 , ❑ Needs Furth valuation by the Local Approving Authority I' 12/29/14 . ;a DateInsp or'sSignature The inspector shall submit a copy of this inspection report to the Approving Authority(Board of Health or DEP)within 30 days of completing this inspection. If the system is a shared system or has a design flow of"10,000 gpd or greater, the inspector and the system owner shall submit the report to the appropriate regional office of the DEP. The original should be sent to the system owner and copies sent to the buyer; if applicable, and the approving authority. * "This report only describes conditions at the time of inspection and under the conditions of use at that time. This inspeciI6-1 does not address how the system will perform in the future under f the same or different cora--' dons of use. (Sins•3/13 Title 5 Official Inspection Form: bs ace Sewage Disposal System•Page 1 of 17 j'• j B � r. I, z Commonwealth of Massachusetts Title 5 Officiln inspection Form _ Subsurface Sewage Disposal System Form - Not for Voluntary Assessments 202 Sea View Ave. Septic System #2of 2 Property Address Neely Kountze Trust a` Owner Owners Name information is required for every Osteryille • MA 02655 12/19/14 page. City/Town State Zip Code Date of Inspection B. Certification (cont.) , Inspection Summary: Cheek 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: {� I.6 t 1 The 1000 gal. leach pit with .11' of stone "hand probed amount of stone". The edge of the stone is 17' away from the edge of thesvi'rimming pool, it is within the set back of 20'. Discussed this with the health dept. and it was aproved. F i B) System Conditionally Passes: ❑ One or more system components as described in the"Conditional Pass" section need to be replaced or repaired. The system, upon completion of the replacement or repair, as approved by the Board of Health, will pass. 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 an,d over 20 years old*or the septic tank (whether metal or not) is structurally unsound, exhibits substanta:4: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. s *A metal septic tank will p ;s 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. 1 ❑ Y ❑ N ❑ ND (Explain below): �r y . t5ins•3/13 it' Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 2 of 17 ,i r. Commonwealth of Massabhusetts W Title 5 Officia[ Inspection Form Subsurface Sewage Disposal System Form - Not for Voluntary Assessments 202 Sea View Ave. Septic S stom #2of 2 Property Address Neely Kountze Trust Owner Owners Name information is required for every Osterville MA 02655 12/19/14 page. City/Town State Zip Code Date of Inspection B. Certification (cont.'j ❑ 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 breakout 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)ace replaced ❑ Y ❑ N ❑ ND (Explain below): ❑ obstruction is removed ElY ElN E ❑ ND (Explain below): ❑ distribution box is leveled or replaced ❑.Y ❑ N ❑; ND (Explain below): ❑ The system required Purtiping 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 pipes),are,replaced ❑ Y ❑ N ❑ ND (Explain below): ❑ obstruction is removed ❑ Y ❑ N ❑. ND (Explain below): F t . 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 6n:less 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 i ;; a t5ins•3/13 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 3 of 17 s . � Commonwealth of Mass'k6usetts Title 5 Official, Inspection Form Subsurface Sewage Disposal System Form - Not for Voluntary Assessments a 202 Sea View Ave. Septic System #2of 2 Property Address �+ Neely Kountze Trust Owner Owner's Name information is required for every Osterville ! MA 02655 12/19/14 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 aseptic 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 aseptic tank and SAS and the SAS is within a Zone 1 of a public water supply. . t. El The system has a septic tank and SAS and the SAS is within 50 feet of a private water supply well i ❑ 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: - **This system passes if the well water analysis, performed at a DEP certified laboratory, for fecal coliform bacteria indicates!', 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. `; i 3. Other: 1, D) System Failure Criteria Applicabi6to All Systems: is You must indicate"Yes"'o,e."No"to each of the� following for all inspections:; I Yes No !: ❑ ® Backus of sewage into facility or system component due to overloaded or clogged SAS or cesspool El ® Discharge or ponding of effluent to the surface of the ground or surface waters due toan overloaded or clogged SAS or cesspool ❑ ® Static I;iquid 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,'/z.day flow (Sins•3/13 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 4 of 17 . t Commonwealth of MasSa'chusetts Title 5 Official inspection Form a _ , II . Subsurface Sewage Disposal System Form - Not for Voluntary Assessments 202 Sea View Ave. Septic S !stem #2of 2 Property Address Neely Kountze Trust Owner Owners Name f information is required for every Osterville :` MA 02655 12/19/14 page. City/Town State Zip Code Date of Inspection B. Certification (cont.j, `4 kl ;� Yes No t. El ® Requiired pumping more than 4 times in the last year NOT due to clogged or obstructed pipe(s). Number of times.pumped: i`: ❑ ® Any portion of the SAS, cesspool or privy is below high ground water elevation. ny 0ottion of cesspool or privy is within 100 feet of a surface water supply or El ® A tributary to a surface water supply. ❑ ® Any portion of a cesspool or privy is within a Zone 1 of a public well. 1, ❑ ® 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, provil. ded 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- ❑ ® 10,04,Q9pd. I' ❑ ® 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 syste.twowner 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 mu1findicate either"yes"or"no"to each of the following, questions in Section D. in addition to the Yes No t ❑ ❑ the s k'-stem is within 400 feet of a surface drinking water supply . it.i`•,.� El 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'-"NVPA)or a mapped Zone 11 of a public water supply well If you have answered "yes".ft(b any question in Section E the system is considered a significant threat, or answered "yes" in Section.p 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',3'!,0 CMR 15.304. The system owner should contact the appropriate regional office of the Departrient. t5ins•3/13 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 5 of 17 4t Commonwealth of Massachusetts Title 5 Officia" t Inspection Form Subsurface Sewage Disposal System Form - Not for Voluntary Assessments I� 202 Sea View Ave. Septic Sy'stena #2of 2 Property Address it Neely Kountze Trust Owner Owners Name information is required;or every Osterville MA 02655 12/19/14 page. City/Town State Zip Code Date of Inspection C. Checklists 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 taa ❑ ® Were I ily,of the system components pumped out in the previous two weeks? II ❑ ® Has thp,-§ystem 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 availablee note as N/A) ® ❑ Was the facility or dwelling inspected for signs of sewage back up? ® ❑ Was thb:site inspected for signs of break out? ® ❑ Were al(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 sike 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. ® 0 Determined in the field (if any of the failure criteria related to Part C is at issue approx`.imation of distance is unacceptable) [310 CMR 15.302(5)] D. System Information l: Residential Flow Conditigr.'is: I ' Number of bedrooms (desigri): 3 Number of bedrooms (actual): 5 DESIGN flow based on 310:CMR 15.203 (for example: 110 gpd x#of bedrooms): 330 I.. t5ins-3/13 'i?3 i Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 6 of 17 ii 1i Commonwealth of Mass;,1chusetts Title 5 Offici ' ' Inspection Form Subsurface Sewage Disposal gystem Form - Not for Voluntary Assessments 202 Sea View Ave_. Septic System #2of 2 Property Address „ 7 Neely Kountze Trust' r` Owner O ' wner's Name information is Osterville f required for every MA 02655 12/19/14 page. CitylTown jf State Zip Code Date of Inspection D. System Information Description: 6 i Number of current resident4: J 0 I � - 4 Does residence have a garbage grinder? ❑ Yes ® No Is laundry on a separate sewage system? (Include laundry system inspection information in this report.) ❑ Yes ® No Laundry system inspected x ❑ Yes ® No Seasonal use? ❑ Yes ® No Water meter readings, if available (last 2 years usage(gpd)): Detail' r, unavailable {, - - r � - • Sump pump? ! - . " - •❑ Yes ® No f P unknown. Last date of occupancy: , I Date Commercial/Industrial Flown ponditions: 4 Type of Establishment: : Design flow(based on 310 CIVIR 15.203): Gallons day d c P y�gP ) Basis of design flow(seats/persons/sq.ft., etc.): Grease trap present? El Yes ❑ No Industrial waste holding tank present? ❑ 'Yes ElNo It Non-sanitar waste dischar'ed-to y g,• the Title 5 system? ` 5 4 ❑ Yes ❑ ° No Water meter readings, if available: t5ins•3/13i. Title 5 Official Inspection Form:Subsurface Sewage Disposal System-Page 7 of 17 ir; t Commonwealth of Massachusetts Title 5 Official; Inspection Form Subsurface Sewage Disposal System Form -Not for Voluntary Assessments •''r 202 Sea View Ave. Septic System #2of 2 Property Address Neely Kountze Trust Owner Owners Name information is required for every Osteryille h MA 02655 12/19/14 page. City/Town ;i State Zip Code Date of Inspection D. System Informati®n (cont.) Last date of occupancy/use: Date Other(describe below): # p�r; i E General Information ,i Pumping Records: Source of information: ji Unknown Was system pumped as.part,of the inspection? El Yes ® No jl If yes, volume pumped: k, gallons How was quantity pumped determined? i Reason for pumping: Type of System: ® Septic tank; distribution box, soil absorption system r ❑ Single cesspool iG :f ❑ 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 inspectiontof the I/A system by system operator under contract ❑ Tight tank:Attach a copy of the DEP approval. ❑ Other(des'.c ibe): s l5ins-3/13 i' Title 5 Official Inspection Form:Subsurface Sewage Disposal System-.Page 8 of 17 i �; Commonwealth of Massachusetts Title 5 Official, Inspection Form Subsurface Sewage Disposal ystem Form -Not for Voluntary Assessments i 202 Sea View Ave. Septic Sy8tpm #2of 2 Property Address i Neely Kountze Trust Owner Owner's Name information is required for every Osterville `•' MA 02655 12/19/14 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: as-built date 5/22/75 Were sewage odors detected when arriving at the site? ❑ Yes ® No Building Sewer(locate oH1s.ite plan): Depth below grade: feet Material of construction: ❑ cast iron ® 40;RUC ❑ other(explain): Distance from private water supply well or suction line: feet Comments (on condition of,.joints, venting, evidence of leakage, etc.): it J tl I' , Septic Tank (locate on sitb'�Ian): 12„ Depth below grade: ' feet Material of construction: ® concrete ❑ metal ❑ fiberglass ❑ polyethylene ❑ other(explain) I' II a ;y i �f i I If tank is metal, list age: years Is age confirmed by a Certificate of Compliance? (attach a copy of certificate) ❑ Yes ❑ No Dimensions: 1000 gal i Sludge depth: ` 2 t5ins•3/13 j, Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 9 of 17 ,i;: Commonwealth of Massachusetts Title 5 Official Inspection Form Subsurface Sewage Disposal:System Form -Not for Voluntary Assessments 202 Sea View Ave. Septic System #2of 2 Property Address yy Neely Kountze Trust Owner Owner's Name information is required for every Osteryille t `.: MA 02655 12/19/14 page. City/Town f; ? State Zip Code Date of Inspection D. System Informatigh (cont.) Septic Tank(cont.) Distance from top of sludge to bottom of outlet tee or baffle 27 Scum thickness 2 II ,` 7 ` Distance from top of scum:to top of outlet tee or baffle Distance from bottom of scum to bottom of outlet tee or baffle 15 How were dimensions determined? measure f; ,r Comments (on pumping reommendations, inlet and outlet tee or baffle condition, structural integrity, liquid levels as related to outlet invert, evidence of leakage, etc.): The cement tees were present. There was no sign of leakage.The tank is 10'from the edge of the swimming pool II Grease Trap (locate on siteplan): n/a Depth below grade: 1- feet Material of construction: �! I . ❑ concrete ❑ metal ❑fiberglass ❑ polyethylene ❑ other(explain): Dimensions: tl ! Scum thickness Distance from top of scumFto,top of outlet tee or baffle Distance from bottom of scup to bottom of outlet tee or baffle Date of last pumping: ( Date t5ins•3/13 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 10 of 17 i Commonwealth of Massachusetts W Title 5 Official Inspection Fora Subsurface Sewage Disposal gystem Form - Not for Voluntary Assessments °,. a,•.'•V 202 Sea View Ave. Septic System #2of 2 Property Address i Neely Kountze Trust Owner Owner's Name I; information is required for every Osterville fs. ; , MA 02655 12/19/14 page. City/Townl. 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.): 4; Tight or Holding Tank (tabl�,must be pumped at time of inspection) (locate on site plan): e Depth below grade: Material of construction: fs ❑ concrete ❑ met'I ❑ fiberglass ❑ polyethylene ❑ other(explain): 1 � N/a ; Dimensions: P Capacity: � gallons , F Design Flow: gallons per day Alarm present: ❑ Yes ❑ No i" Alarm level: Alarm in working order: ❑ Yes ❑ No Date of last pumping: Date Comments (condition of alarm and float switches, etc.): � s Attach copy of current pumping contract(required). Is copy attached? ❑ Yes ❑ No l5ins•3/13 e Title 5 Official Inspection Form:Subsurface Sewage Disposal system•Page 11 of 17 1. r. / Commonwealth of Massachusetts Title 5 Official; inspection Form Subsurface Sewage Disposal System Form - Not for Voluntary Assessments '^' M�,••''y 202 Sea View Ave. Septic System #2of 2 Property Address Neely Kountze Trust . Owner Owners Name information is required for every Osteryille MA 02655 12/19/14 page. City/Town State Zip Code Date of Inspection D. System Informatio (cont.) Distribution Box(if present must be opened)(locate on site plan): Depth of liquid level aboveioutlet invert n/a ` t. . 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.): t s Pump Chamber(locate on site plan): J Pumps in working order: _ ❑ Yes ❑ No* f � Alarms in working order: i; i:: ❑ Yes, ❑ No* Comments (note condition'of pump chamber, condition of pumps and appurtenances, etc.): N/a �' 3 k . * 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: t5ins•3/13 - _ _ Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page.12 of 17 Commonwealth of Massachusetts Title 5 Officiai'Inspection Form Subsurface Sewage DisposaE System Form.-Not for Voluntary Assessments 202 Sea View Ave. Septic Syste'm #2of 2 Property Address i Neely Kountze Trust i= Owner information is Owner s Name �' • required for every Osteryille MA 02655 12/19/14 page. City/Town . : State Zip Code Date of Inspection D. System Information:(cont.) Type: ® leaching pits` number: 1-1000 gal. with 1' stone ❑ leaching chambers number: P° IA, . . ❑ leaching galleries number: ❑ leaching trenches number, length: ❑ leaching fields number, dimensions: ❑ overflow cesspool number: ❑ innovative/alternative system Type/name of.technology: Comments (note condition of soil, signs of hydraulic failure, level of ponding, damp soil, condition of vegetation, etc.): ' The pit was dry and clean. he scum line was 6" up from the bottom.The cover was 1' below. The center of the cover is 21, to the,edge of the pool.The stone is 17'to the egde of the pool. The bottom to grade was 8'. There was ro sign of failure. a • ; ., .. Cesspools(cesspool+mustie pumped as part of inspection) (locate on site plan): Number and configuration t! ' Depth—top of Liquid to inlet invert Depth,of solids layer Depth of scum layer jf ` Dimensions of cesspool Materials of construction Indication of groundwater inflow El Yes ❑ No t5ins•3/13 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 13 of 17 Commonwealth of Mass, chusetts Title 5 Officia '7lnspection Form Subsurface Sewage Disposal pystem Form - Not for Voluntary Assessments °�M e 202 Sea View Ave. Septic System #2of 2 Property Address Iq Neely Kountze Trust Owner Owner's Name information is ' required for every Osteryille MA 02655 12/19/14. page. City/Town 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.): x' lt i . li lit - Privy(locate on site plan) i .r Materials of construction: Dimensions Depth of solids Comments (note condition ofsoil, signs of hydraulic failure, level of ponding, condition of vegetation, etc.): f N/a k t . t l5ins•3/13 ,kki Title 5 Official Inspection Form`.Subsurface Sewage Disposal System•Page 14 of 17 f Commonwealth of Massachusetts Title 5 Official-!Inspection Fora Subsurface Sewage Disposal system Form -Not for Voluntary Assessments 202 Sea View Ave. Septic System #2of 2 iM A Property Address i Neely Kountze Trust Owner Owners Name information is required for every Osterville MA 02655 12/19/14 page. Cityrrown 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 a ' A _ POO 1 #'' L10 o i i ;Lc*) ao ` c 3 O , ;L a6 Fri i 6 R t5ins•3/13 t' Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 15 of 17 t' f Commonwealth of Massachusetts v Title 5 Official Inspection Form Subsurface Sewage Disposa System Form - Not for Voluntary Assessments 202 Sea View Ave. Septic System #2of 2 Property Address Neel Kountze Trust rr Owner Owners Name ( + information is required for every Osterville l: { MA 02655 12/19/14 page. City/Town State Zip Code Date of Inspection D. System Information, (cont.) Site Exam: ! Ir ❑ Check Slope ® Surface water ❑ Check cellar Y ❑ Shallow wells f:' Estimated depth to high ground water: 15' feet Please indicate all methodsj,iased to determine the high ground water elevation: #i` f ❑ 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: Topo and water contours map ❑ Checked with local excavators, installers-(attach documentation) ❑ Accessed USG database explain: You must describe how you.established the high ground water elevation: The house is across the streetfrom the ocean (4 r ; Before filing this Inspectidn Report, please see Report Completeness Checklist on next page. is t5ins•3/13 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 16 of 17 g i Commonwealth of Massachusetts v Title 5 Official.. Inspection Form Subsurface Sewage Disposil System Form - Not for Voluntary Ass ess �'°�M a,•`'�t 202 Sea View Ave. Septic System #2of 2 Property Address Neely Kountze Trust af, Owner information is Owner's Name required for every Osterville i MA 02655 12/19/14 page. City/Town State Zip Code Date of Inspection E. Report Complete ntt ss 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 F f ® .Sketch of Sewage Disposal System either drawn on page 15 or attached in separate file y • :L <' ' t5ins•3/13 ± Title 5 Official Inspection Form:Subsurface Sewage Disposal System-Page 17 of 17 LOCATION ' 5EWNC4E PERMIT UO. . ..BUILDERS Q &V AF- -ADDR-F SS_ - --DLTE--P.ERN l-T _-- --- -DA- -E-COMPLI-W-ACE ISSUED-: - -_. c41P6H rN r v a� Moos►:. � p, No.. ..C-76) Fiza...... ................... ATHE COMMONWEALTH OF MASSACHUSETTS ,b BOARD OF HEALTH G w AJ.........OF,............�f� 3. ✓L. ............................. 0 'Appliration -for IN-sp.uml orkii ( owitrurtion Vamit was�•�`� Application is hereby made fora-Permit to Construct ( ) or Repair an Individual Sewage Disposal System at: ld� �a� 0 5 r6 V/G Z e- ---Location-Address-- or Lot No. •---------------------•-••----•_---------- Own I h ddress - ^ dJ u/r6 Installer Address Type of Building Size Lot----------------------------Sq. feet V Dwelling—No. of Bedrooms------------------------------ -- -Expansion Attic ( ) Garbage Grinder ( ) Other—Type of Building ._.-..-.-_----------------- No. of persons_._._-_--..----__-_----_ Showers ( ) — Cafeteria ( ) Other fixtures -------------------------------- - - W Design Flow............................................gallons per,person per day. Total daily flow............................................gallons. WSeptic Tank—Liquid capacity/0-®0._gal ons Length---------------- Width................ Diameter---_-.._.--.- Depth-__._..__.__. xDisposal Trench—No- -------------------- Width-------------------- Total Length-.---------______.__ Total leaching area--------------------sq. ft. Seepage Pit Noleko0........ Diameter-------------------- Depth below inlet..................... Total leaching area..-..__---------sq. It. Z Other Distribution_box ( ) Dosing tank ( ) Percolation Test Results Performed by-------------------------------------------------------------------------- Date------------------------------------- - Test Pit No. 1----------------minutes per inch Depth of Test Pit.....---_--_---___-- Depth to ground water....-.....----------__-- rZ4 Test Pit No. 2......•---------minutes per inch Depth of Test Pit.................... Depth to ground water-_..-.--._----..--_-.._- 9 ------------------------------------------------------------------------------------•-----------•------------•--•--•-----••----•--------•-•--------------- 0 Description of Soil-- ------------------------------------------------- ----- ------------------------------------------------------------------------------------------------- x -----!-..............................S� =----�----------••----•-----------••-----•----•-------------•--•---•-••-. W ------------------------------------------------------------••----------------------------------------------------------------------------------------------------------------------------------------- VNature of Repairs or Alterations—Answer when applicable.---------------------------------------------------------------------------------------------- ---------------------------------------------- . Agreement: The undersigned agrees to install the aforedescribed Individual Sewage Disposal System in accordance with the provisions of Article NI of the State Sanitary Code—The undersigned further agrees not to place the system in operation until a Certificate of Compliance has been issued by the board of health �_ j-7 Signed..........64---- -•---- •- - ............. •-•-•-••-------- ------ ................ / Date ApplicationApproved BY---------- °-l-L-------'................................................................... -----•-----••----- -------------- Date Application Disapproved for fie reasons:----------- _----------------------------------------------------------------------------------------------- ....................................................... --------------...--------------------•-------------•-•---•-•------------•--•--•--•...-•-----•---•••--•..._......----••--•---•----••-------••---- Date PermitNo......... /.........(: .5)------------ Issued........................................................ Date Fimic THE COMMONWEALTH OF MASSACHUSETTS �• BOARD OF HEALTH w ` ' O F._. ff S.-r ..... "{ ,Appliraliaan -for 431tipaiial lVark,o Cnlantr rtion Vamit was g.���� SystXXA pI' ationfis ereby a e�??; r a e�>p�it to Construct ( ) or Repair ( ) an Individual Sewage' Disposal Y/ > �i R >,. -- - -----------------------------• Location:Address or Lot No. ------ .......... wrfr 'jy i i ;1[I f�j wiess f�f a -----------------------------------------------------------------------------••----•-------------- --------------------,---------•-----------------......--•---. ........... Installer Address Type of Building Size Lot___________________________Sq. feet U Dwelling—No. of Bedrooms--------------------------------------------Expansion Attic ( ) Garbage Grinder Other—Type of Building ____________________________ No. of persons. :; _ Showers '(. ) Cafeteria ( ) dOther fixtures ...................................................... .... -• -------- - ---- --•---------- W Design Flow________________________________r044___ga'lons per person per day': Total daily flow.....___._..._._._:. _____..-_ -.__.-...gallons. P4 Septic Tank—Liquid capacity___-__--__-gallons Length---------------- Width----------- .... Diameter---------------- Depth------------ xDisposal Trench .................ji. Width.................... Total Length------------_------ Total leaching area------------.-------sq. ft. Seepage Pit No--------------------- Diameter____________________ Depth below inlet.................... Total leaching area------------------sq. ft. z Other Distribution box ( ) t. Dosing tank ( ) aPercolation Test Results Performed by.......................................................................... Date_-------------------------_-----.------. Test Pit No. 1................minutes per inch Depth of Test Pit.................... Depth to ground water--------.___--__--._.--- (i, Test Pit No. 2---_------------minutes per inch Depth of Test Pit.................... Depth to ground water__.____-__________-_-... -•---------••--------------•---------•-•-•-••--•-----...----•----•----•-................................................................................... D Description of Soil---------?!!'---------------------------- ---------- U ---------------------------------------------------------------------------------------------------,-----•---...-------------•=---------------------------------------------------------------------- w U Nature of Repairs or Alterations—Answer when applicable---------------------------------------------------------------------_--------------------- ---------------------------------------------------------------------------------------------------------------- ............................................-••------•-•- --------------------------- Agreement: �h The undersigned agrees to install the aforedescribed Individual Sewage Disposal System in accordance with the provisions of Article \I of the State Sanitary Code— The undersigned further agrees not to place the system in operation until a Certificate of Compliance" by the boar f he •'&Signed................................................ _...•--- -•---•-•-•--••-•---- •-•--•••. .................................. -` Date ApplicationApproved By...... .............. •----•-•--•-•----------------•-----------------•--------••-•------------. .................... -•--• +: Date Application Disapproved for the following reasons:............................................................................................................... 1� Date " PermitNo------------ ............... , -•-----..... Issued........................................................ Date F - a`THE COMMONWEALTH OF MASSACHUSETTS BOARD OF HEALTH OF ..... . .. ....... . T arfilir as '' cant brae THIS IS TO CERTIFY, That the Individual Sewage Disposal System constructed ( ) or. Repaired ( ) byD t yAt r yjo / �� ..._._..--•• ----Insttaa Ile-- r. ------------•------- -----------------•------------•-•--•--•--•-----• ------------ _ le at. D -• . ' lJlC-1 ----------- ��--p-------�- - --.....................�� ................................ has been-installed in accordance with the provisions of :Article I T - tate Sanitary Code as described in the ?i ' ap5phcl ion::for Disposal Works-Construction Permit No................. "i � dated -�_.....ZZ-_7.!"...............__ THE ISSUANCE OF THIS CERT1FICATE SHALL-,;:NOT'BE',CONSTRUED AS A GUARANTEE THAT THE SYSTE WILD FUNCTION SATISFACTORY. DATE...- ----- ............................................. Inspeysctor ------ ------ ---A-----"-----•-----------------------•----- THE COMMONWEALTH OF@AM'A'SACHUSETTS BOARR0iA&VW4alj , .....OF................................................ ' N —No........................ ._- Permissionis hereby gra �ed ----------------------------------------�---r-----------------------•------------ ----------------------------- t to Constru a ( or Repair ) an ividt�al Sew Disposal Sys m . i atNo ........................ ------ "'� Street as shown on the application for Disposal Works Construction Permit Nd.'-0__4a_-----___. Dated.....S A_ _ jr._... B of Health DATE-;------------ FORM 1255 HOBBS & WARREN INC.. PUBLISHERS'.. - _ e , zTHE COMMONWEALTH OF MASSACHUSETTS BOAR® OF 'HEALTH Town......OF...Urns-taU!e...---- :............... .} . ...... Appfiration for Dig ati al Works Tomitrurtiurt Prrutit Application is hereby made for a Permit to Construct ( ) or Repair (g ) an Individual Sewage Disposal System at: -- io/ e -4 a kt` &,Ogot .......... -.................... ---- -----------•------------------................ Location-Address Malerev Kuntz .-.- ' Sea View--Ave...r Osterville, _...... --•.......................•---•----•------- ••••. Owner Address A._8c__B-_Cesspool__aervice................................... ..128...Bish_ops.... erraee.... Hy_annis.....Ma.* Installer Address Type of Building Size Lot.... ......... .........Sq. feet Dwelling—No. of Bedrooms..................4.......................Expansion Attic ( ) Garbage Grinder ( ) Other—T e of Building . No. of persons......... ................ Showers — Cafeteria Q' Other fixtures .......................................................................... W Design Flow............................................gallons per person per day. Total daily flow............................................gallons. WSeptic Tank—Liquid capacity............gallons Length................ Width................ Diameter---------------- Depth................ x Disposal Trench—No..................... Width.................... Total Length.................... Total leaching area....................sq. ft. Seepage Pit No..................... Diameter.................... Depth below inlet.................... Total leaching area..................sq. ft. Z Other Distribution box ( ) Dosing tank ( ) Percolation Test Results Performed by.......................................................................... Date........................................ aTest Pit No. 1................minutes per inch Depth of Test Pit..................... Depth to ground water........................ Test Pit No. 2................minutes per inch Depth of Test Pit.................... Depth to ground water........................ Q+' ....................:..........----• -•-•---•----•-----•-•---•.....-••._...•----...••..._......••--•...................................•----••-•.--•••- O Description of Soil.............S,-and...................__..._ x U ---..--.-.-•---------------........=.................................................................................................................................................................... ..................................................................................................................-..................................................................................... U Nature of Repairs or Alterations—Answer when applicable-----Re-placing---a---G-aYe--1YL_.resa o.D1•-•--__. with---a---6.- X--10---leach---pit...--•-•----•..................................•--------------•------•-•-----•.......... ........................................... Agreement: The undersigned agrees to install the aforedescribed Individual Sewage Disposal System in accordance with the provisions of iIliLE 5 of the State Sanitary Code—The undersigned further agrees not to place the system in operation until a Certificate of Compliance has been issue y thZbL. lth.Si e . • -•---.....-•..... ............... ..... ...3/2/?9....._.... D to p Application Approved BY •••... . • .. / �f� 3/2 - 9---••--•--- I// 9 Date Application Disapproved for the following reasons----------------•-------V----••-------•------------------------•--------------•-............................... ..........................................................................................................................._...--•-•-----------••---------•--•--•••-•-•--••----••----•-•----•••-•--•----- Date Permit No......7.9 ......................................... Issued_.....3121.79•--•-•---•....................••- Date fl y �• � ':;.. a { „ THE COMMONWEALTH.OF-MASSACHUSETTS BOARD OF• .H EALT-H--_ y4 t f r, ......... .Town......0 F...Barnstable ; Ir` Pion for �ioa1xk :.Crrinn-. uti#�, Application is hereby made for a Permit to Construct ( ) or Repair O an`'Individual •Sewage Disposal System at k { s'{ ..- ;t4';44 /dy1 ..•a { ►�J.I$ .'7 l?136f it H .� .�.�1 .�...Ma............. ...--•-• ................... . ..... ..... ............... 4 Location Address or Lot No.. MA ' ............................................... ..area-•A t �Est erefifJ j��3r0.J V1C�Owner • -- tAddress 38K[2s.. ` pZ � ..... ............. 1:�...... E1_r Installer . Address U Typeuild g Size Lot____ ..Sq. feet _:• Dteiling of Bedrooms_________________4..__._______________.___Expansion Attic ( ) Garbage Grinder ( ) p 1 OtherType'of Building ____________________________ No. of persons__..._._2_____________.__. Showers ( ) =`Cafeteria ( ) � AW& Ot�her fixtures -..... ----------------••-- _...----•-••- Desiggg_�o r __................... ___ _________..gallons per person per day. Total daily flow_.._._._.__.._..... '_____gallons. WSep tic'wank Liquid capacity............gallons Length................ Width................ Diameter__.___ Depth ._________... x : ael ______________ Width........__..._.___:. Total Length Total leaching ___..sq• ft.4y rDis o Seepag it o ..;Diameter._:_.°_.__.:__•____. Depth below inlet____________________ Total leaching area:: ........sq. ft. Z Other tiistribution'box ( ) Dosing tank PercoliQn Test Results Performed by.................: _._._. Date_. t k� ,N ' _. ...__.mmutes.per inch :-_D pth of Test Pit_..:-:._.. 4:,D Depth to ground water fs, TestPit o�2 minutes per inch Depth of Test Pit..__..._... D th to ground water._.* f- - , Descr> ork c� �SoiI.__..._.... ..... .. ...... ........•--•......-••----•---•• •-•---•• • ...:...._. U C5 :4 �...............'.-:._.___..__.__.... _______--___________ ................................................... ....................... Nature ofF e airs or`' ' U p Alterations—Answer when applicable____Replacing _a...b_I ve In zeBr ipoal._____.. Va3.th` '. .!. leach 3 . ._..... .....................• . Agreement � • Tie unde`rslgned agrees to install,the aforedescribed Individual•Sewage•Disposal System in accordance with l the pro-*sisiorns;:ot LIT, .;,. 5 of the State Sanitary Code The undersigned further agrees not to;place the system in operation unti,a Certificate of Compliance has been issued by the board of health. . S r . Dpte Application APBroved-By..7- ._-- Z 1= Date Application-'Disapproved for the following reasons: ----•-•_. ..-•----•---•-----------------------------------•----•-•-----••..•. -• .................... r .. �gM�ermlt 1V0.__:_ $kDate 9M... ...... Isu ed_ Date . THE.COMMONWEALTH OF MASSACHUSETTS BOARD OF HEATH i c T.c�wn.........OF........;Barn :`tables..°;....................... . ..� , C9rdifiratr of Tom taltrr TH7� IS TO CERTIFY, That the Ind vby Aidual S{ewage Dispoohqp �sa�l R q System construc�tre}d4 p(") or i ( ) Install ata4Xf Aire.:._.© terville� Ma. Tdntz •_...-• --•• ----•------•-•---•_-•-- -- •--------------- has be in&alle'd-in accordance with the provisions of TITLE 5 of The State Sanitary � ribed in the P y / , . apphcaon for;Disposal.�Vorks Construction Permit No.?9"__:__. '__________________ dated Yesc TO E.ISSUAI CE'OF-THIS CERTIFICATE SHALL NOT BE CONSTRUE® AS A GUARANTEE THAT THE SYSTEKf WILL FUNCTION SATISFACTORY DAT9" Z J ' Iris ector t s ` tXt P" i' .�`F 1" ............ .T1+"�.t.,•s^ i. AFf,.S L S _. .'� _ xrf,:.'�w�..;ws.+:,.�.E� y, ":T'�, �- � -•• aYf 4 - '.` - _ � t'xaa�,k$;�;t�:... .,_:_.. - H THE COMMONWEALTH..,OF MASSACHUSETTS ` BOARD OF• HEALTH Ta rTown.............. F............. 8iai .E..... ................................... AN No or RPir FEE ,..Q( ....... Disposal Works Tonstr iott anti# " Permission'is hereby'grantecA_ $ _�r(GE et3E3C# -• Ei 'y Q ---__ 28---Bi-s ,�_'ho •_•! erj--.... to Construct e a j )�_an Ridividual stem Disposal Sewage e Dis osal S , f ,� �e r ( ) � , at � _ . Kunts-- ........................................w ` Street ruction P N Dated application for Disposal Works Const _____as shownon 3 t,� ;� z • =k Board o ea th DATE .... . 3I.1. - -------------------•-------------------- FORM WARREN. INC.. PUBLISHERS - STRUG1NRA.FOUNDATION NOTES / 2-01( + ` / /( .-1 •COWCGTION9 OF FILL HSONT rOAVATON V / RAULB TO FR05TMLL9 TO WE 5UG"RED W \ C o Ker(cA9r FROM 2X1) �i/ PRIOR TO COtWGTION INVHTI6nre THE T 2IL AND BrIW LRY ENOI�IT rORR FUIs NOT R 1ER /) 'v - 9E IFOQf N6 ,90MO"VST V W.iHt OR,FRo2EN 506_ a 1 ,.'///y(f//^/�/ /` — 2 -CONCRETE STR0*W MN FG•9LOO F51 V t - �� AT 75 PAYS - �+ V -ALL REEF Duv TO A06, - B7�' W. GRADE DEPOWED BARS n S � t -CLEAR cD.tR FDR RENFORurIb TUBES' 4 TO BOTQS OF FOOTE165(® T AGAINST 9'-0' 9'-D' - 1'-0' _ 4'-9' 9'-0' 9'-I V7 I'yl' 94 67 1'-II' EA"AND 7 AT 9mE5 FOOTIH69 m - -SEE STRUCTURAL 615ERAL NOTESI AND T'PIC&OETALLS FOR OTHER ((( ;;fi 8 Z_ {-• e •AALL sRDIDT�corsECTwns rgDED ` 4 mtl � I�� o E IN FC REFER TO STFNGIURAL- ORAl11N6B. •RE0014QmED TO 94CU7 SLAV K TCONTROL HAN WO 9alAR-NO SECTIONS _ A B - t A s I $ v I B ep U DROP TOP A4 A4 A4 FWl To BUT.OF . IxA WK. aT STOREN VENEER.bS S ORT A I I [==7 N r_________________________ _ ________________________________ H 3496XT BI5E 1 naa+tRu tswo NsrAw?I=====-------= BATHI 1 1 1V(415/B•BaPa(Dltl - � 97XJ-L(IIFJ'Y1K1 GHNG. Wtl.ACOL ROGATIONS) 32�11�DXO=b-9R a i i i iZ�-O- , c - ---- - APRON ' IO CONCRERYULL SEATLi , FOOTINB W KEY i /� I. I S/B'FL.BTP.BOARD i RA , , i A��LLI�� it li I 1 i P.T.BNB POST ��_ __ _ _ ___________ _ ________________ WIX PVC A e===eSe== MI! REFER TO A-I POST!XTOA 6) GARAGE - - �`VNEXCAVATED FGWmATiOAKALDETAIL `� Y `_�#_ ____-_ ---- -- .v VZO T�l MUSE OF FLAT/ N9i b/ _ § 5T SLOPED CL6. RO.M 9/4%tll 9H - TOP OF SLAB AT LMN6 AfFACT,,� -___---- H (AT STAR1Ar) . Q FROST PALL INTN TOP OF FT�_coDE vooR LN 28 X 6-6 STER LEAN ABOVE ea � IRE ll�CLEARANCE ON. DOOR TRWA5 ttEEDI 15' c MAINTAIN 4'-0'MN EIJ$TONE P POIVZHA19LSi AT - FROM GRADE TO _ (2)2N6 P.T.SILL W S/B'XD' FI�ELOSiTOME VE G=-R Ll L ANCHOR BOLT$•2'vOL.MK(2)PER SILL 4 17SE ' FRCM LORNERB TYFlLAL; ♦ , - , o .nrf>E ----Mri121B91-1 �±59.k--- ------------- -------- ---------- PITON I2•.a`w°r X' - / _ _- FROM R 12- --------- -------------------- ------------ - ------ BU.E5TO/E PAVERS AT J s-SQ'.mo�A s o-��6r_g FLOOR OF PORCH tPITCN 3/4%S'XI7 BASF RA1E(}yp) ' MW4rFAMf�CIFfJ4) (TSmRI TO ED LU<e-��� %�g• �', DR6.M FOR COL LUCAT101F) 'u``m=m u < e>=E b'CONCRETE S.AB W NALICIED EO6E; rT. -3� m3'ev bXb(21MA 6PYBE711Y11G-SN(�T IN NANTAUI 4'-0'MK 9 s CENTER OF SLAB)CN VAPOR BAWLER FROM bRAOE TO - 'lIL '�e<u`o me 6e� (R dSE LEVEL AVE 0 POM AOFWSHEP S BORaM OF FGTJiIiK r n. (D 24'-0' 8'O' 24'O N O V) N O >V ll 32'C V) N i Q N LL FOUNDAT'I ON PLAN F I R 5 T FLOOR PLAN LIVING AREA 152 SO. FT. (C� SCALE, 1/4' • 1'-0' SCALE, I/4' • I'-O' L Q fu FO IVATON GENERAL NOTE, 4 H 6B6RA1.FWl NOTES N -ALL EXT.MALLS TO BE 2X6S•I&' Q CONCRETE FROST Si TO BE 10•THICK FdMDATIGN06t' - OL lgZE S NOTED of1EtWSFJ V -ON 24'XD'MSES VOW)CONTIN O.6 - (� N Q GONG.Foams W KEY(IEABM OF BALL a. MR BE R FROM BRON AS TO BO�TTTOM N,�IKS) ? oL 1idR4zw NNOTNT.ANJL5 TEED OOrmeRMSO IN!2X45 E) O -6ARA6E SLABS TO BE 4-CONCRETE ' REFER TO ELEVATIONS FOR( PSI)ON 6•YELL-GRADED GRAVEL (y R3 PEBAR R.O.MEOWS ABOVE MMFLOOR N rFI NAM'.TO 15%MAXDRY DENSITY:SLAB j/ O� job .: 1535 TD BE .K.AYYNl 9•I"l TO / % . �. OVERHEAD ODORS IO CONCREre MALL YY -FROM DOOR By Nklff- H -BANE PENT SLABS TO BE 4•CONCRETE COCOWRETE F EI OUTINS § Y BATH R00WCKAN61N6 DOOR f`( data OI-LLY 3016 WOO PSI)w FB'B16Xb MAMA RRE hESJf O'B MIL VAPOR BARMERRAVEL W KEY BY Tl6iMA-TTLI AY { N Scale A5 NOTED OVEN b-FELL-RAVED 6MVEi COMPACTED TO 45a MAX ORT'DENSITY -FONGdYfiA9ECN DOORS TO BEES E ET! 0 ' -SILLS TO BE(2)2""ESSUHP TREATED)W 5&XD' § - B�TIµEv 11141 ErOLDS. DBE ' �F�� drawn: K:rTw 6KVAN2ID STEEL ANGHOFt BOLTS B NAVE It OL.MIK AND O': _ (DER TO ELEVATIONS FOR MATTINS (�{ B 12'FROM C20EFG(BARAbE TO NAVE fA 2Xb 51LL5 T���� PATTINIM) fEV. W AW-+VR BOLTS AT 2'-0.OL)SOMT5 SHALL ENSA6E n 13 M RAZE$AND BE POSTER®W 3'1&PLATE KA5`ERB. T' IO' T' 9 G� Q Q TIRE SHALL 11 A MRR W 2 BOLTS PER SLLL.nAlBt (1H 5 REFAR 9� /J T��� rev. TO SIT ON LPPER SILL.BEE DETAILS FETES ANm SCNEUA.E 2'-0- SG Q R ANC OTR�W%F TRiaxc�T°O Be E1LDOm /ON�L A- 1 6 FOUNDATION DETAIL I I SCALE, I/ - I•_o• ISSUED FOR PERMITTING Bnt I of -! i c u o - u • o H •v rO o C V 4J �n y 4'-4• 6'-6• 4W W-4` so U 7'-2- Y-Y 7-7 . IB -A D � ------------ ------------ ------------------ ' •---------------- ----------------- -------- ------- - N sEAr SEAT - -r---- r -------r-----------r-— --; n � � ' t Cater ry ry l'41 I/7' 4I WI/4' eI� 6'-04/a'� �A v DIN./KITGH. BATH. p - npo ' �Lfl RO,i 5/4 X 49 4 �• N m 001laE411N6 745r TTEPP) d) RO..1-9 3/4 x 4-0 3/4 ri .DOLBLE4A"6:7451 - - _ - LtVING - BEDROOM an.,3-BB/4 aiL ra - - n-45ia• _ - r <Y .____ N11 _ e-e _ oc r I I E$=ciae e ' RO.,3-0 9/ %a9-0 9/4 I i �u"m e 3 a-u3� ______ ______ ry_ ._ __ ,. —e` a ,eE _ g 3e'.e�ce,e e SEAT4e. 0:=.�20 '� . _ _ e -------------- i a a6EMMAL ROM 1W M�'i -ALL omm.s"�i OTT®°o�n��vaW-°I 16• 1 Y '" I R Y cCS N N TO oc oaiasr�aiE°n oTru $n or or '^ j Q) to O AALLSBE N = REFER ro ELEVATIONS FOR KWO S 0-0 Q u R.O.VEKXT5 ABOVE SOFWOR - ' _-- -TNTEMOR DOORS r DIM 5O' CLOSEST MALL A5 SNOM W PLAN 3'-5' l'-0' 4'-7' 7'!' 3'-S' > O _ -ANDOYSAM CN DOORS TO BE'P9.LA' 6TN wE.A TMA s ATAT fir9�W�CO E N6 6`0' 34'a - V O Cu Ll '� L _ Prho/a ATION5 FOR n PG ,o• - ^' C -C 0 O b¢ NO cn SECOND FLOOR PLAN LIVING AREA = 515-50. FT. ROOF PLAN 0 SCALE, 1/4' • 1-0" 5CALE. 1/4" 1-0' , job no.: 153s date 01. e 2016 scale A5 NOTED drawn: N34ry rev. rev. s A-2 o o -m ISSUED FOR PERMITTING snt of -7 S o E A B - A4 A4 m 'o E2 m � w O � a Y o L w EaiAL EQUAL EalAL EQUAL �EaWL O ++ NON BR.T<xR RAKE/ { / U RETURN AT DORM - p NON 9xLT{Vr RA QE/ RETUR,AT Dom4m ,� C c BRACKET DETAIL &ARAbE OVERNAN& Q iT •8016 am w - .:n .:-e BJLT-W&ABLE -- O)N CAP DECORATIVEYv awlarm Pp y fA M �WV �t 7 C7 BE FLOOR — — — — — — — — — ) as FFLam: 6 'O SFL I , •`uF.GO%9 FLOOR ( � IZ-n / AND R P.T.&xb POST \ BNy-- RAFTERAPPLICATION / t� -_ eulLrwr w D OF 9/4'Rl'Y/00D j �'•' 1 FOVN1 1 _ wc.snNa.a w - ♦W �yE NEAVmCORERSr.. ____ALARM BASE NGLES wSUS FLOOR FLAFED B45EPIR4T FLOOROP OF F011!✓a. 1 a0. TOP FalH✓D. I Uf8 5 BAASEWMAP BUILT-OUT &ABLE AT PAVERS i i - .. 1 _BRACKETS(N7 BRACKETS/ I `. M AT PORCH FLR w -o - F�RISERS SOUTH ELEVATION EAST E L E VATI ON 5C.ALE. 1/4• • 1-0' TYPK.AL ELEVATION NOTES 5 C A L E. 1/4- 1'-O• _ ROOFN&: P.T.RED CEDAR ROOF RAKEMETLF"(TTP). LEAD COATED COPPER SHELF. - SNINSLES ON ICE 1-- - 1ff1 FT.RUASE p /,mL ry7N - - VENT Lx SOFFIT ON ;.8003 CROIw N Jx B&ON Ix FREE - - x BOCKIN& . $mN'U. f H CEDAR SNINSL M REMW pEPTN RELAnVE . TN rE,AVED coaeETts APD' Ta RAKE v�nr � • - FL41®BASE B'Ems.•/•) B A a - A4 A4 - re¢rAr ca51Ns Ixs.xvmnEAD cA51Ns w Dva EAR AND TO NAN EAVE Seam— 61,E BAND RA�TUR'I W LT4UT). ANLFJ'S NOfN )7x INS— F' SILL 1V'SIN6 - m��`.�e�o�- Ue- CORlERSAVE+ .DOO4CROWNNIOLOINSw DOOR CASINS: in1A1�?EAD CASINS W I%CAP ANSLID I%FASCIABAN w 8-sO,f lN D Ix SOFFIT- - :N8o03 CROYC/ MOIDNb ON 1%FWEg =F uy�� ON Ix EOCKINS - 14A81 EAVE(TYP): FLARED EAVE NI1N _ - m3 ev nc'P3.<epY-BO ON CROWN NDCAP .B< e'er 930oec oN Ix FASCIA AND CAP rmN WryZ��R'-�=Rp RAxE NTYPh +BDw cR➢rw HrnrnN&w .e m+-a m Ix SOFFIT,.8009 CROFPI I:V�.'CVILT OUD TIC IX RAKE ON S NOULDIN6 ON I%FRE1E c S� ONI%BDGKINS M �m�Vaa RAKFIRE1LRf•(ttP): CROI'N M7LDIR5 TO 7ETCAINATE 8 < 4.2 r NUxN RAKE(n'Ph -8004 CROWN NOLDINS ON ON FRIEZEAEAD CA5M.FRE2B/ '° . I%WLTA RAKE w Ix .HEAD CA5INS TO RETURN A5 BIET•OVT&ABLE CAP.U(SOFFIi W lx W-(FEFFR TO DETAIL) w OELORATIVE CROWN NOLOIN6 ON MJB RAKE ON I%BLOGKxiS. E+B.wl /1 ' .. VALLEY FLASNINS: •OPEN VALLEY'TEONIaE wCZVPER YWSwBLD ME r REWN TDORM 52JAL Ea1AL EGUAL I Y •• Ln ALL PVC MOLDIN65 AND TRIM BY-ASiC•• 4 // V) = C �/ V/ N c C ® �// ROT RN AT D RAKER L N N •> REIMlI AT rVaASTOM CURVED �W11�CROP MOLgN65 - Ay Q) N . AND RAKES \ 05 V J IT L SFLLWD FLOOR � ` RS N L "OlsSDw •<v� nermKATIIm.N mw. FLmn I t "6 N X uc, / v_ N w P.T.TQEEM wT 1 P.T.618 POST (v N O i,- —M— ,ypTgj PLED BID.TQfT w RC.SNR161$ER Y 5/4'FLYF100D T ( FNPMOI) S FLARED BASE r Q 1-NC.SNINILES w - YEAVED CORNH+S r Q RARFD 845E I r.s+�+ I I I F ER GmA�® AT 1})R.X F PAVERS MCORATIVE lob n0.: mar,A�sT LJ-OP FIELDSTONE,MZ5 date of.ur 2o1& T of FOND. I I TOP GP Faxes_ — aq'ibuTw scale AS NOTED" TtT Ma Owl , raA w 1 I 1a« w - drawn: KroN I PIRAP rev. NORTH ELEVATION W E S T ELEVAT I O N rev. I SCALE: 1/4' 1-0• OOLUMNIPEVt6OLA DETAIL 5CALE: 1/4" 1'-O" A H- -K 9� l ISSUED FOR PERMITTING snt 5 of -i P.T.RED CEDAR SHINGLE RIDGE VENT CAP OVER waDiori sT�RICLr� $ E R.Q. 9'-7 U7 8'-R 1/Y - $ V N N P.T.RED CEDAR ROOF N O) 3'-7 VC 5'4 uT SNINSLES ON 19 FELT PAPER PROVIDE ILE. 'v ' ENTER I�tMff AT p P.T.RED CWAR ROCF N1 LEADING EWES PAPEIC PRO K�.fT. p 5,D cD PVYI tT5' _ ti M 2 W\TEFL HENBRMEAT b�" 2A25•16 OL. T6 . ALL LEADRS ED6E5 t`1 V b 2 5616*RPOCRpAEF co —:x6 GOLLAR nB b'OC. c c V kdYY11, P.T.RED CEDAR"ISLE 3W T16 PLYWOOD cO p to t iUWER) VL (NWKTRGTJ - '~ D a i rOP OF DH.. 13 1?bYP.BOARD ON 1A STRAPPRl6 2 1* 16.CCOLLARLL.AR TIES PATE OA a BEDROOM h E 5R Dm Cb.J05T9 2Ao 0.JCisT9 3/4'T16,PLYWOOD a lrs•o ec1- FLmR.1ws gA BEDROOM CELL f / % i m o . f - 3/4'TIb PLYWOOD IY CB.�'��"`-LVL „y JOISTS B.ONb$IOE NCIRI TAU _ TOP OF OBL END NAIL(4)LVL'g TO / PLATE•VSTIaLLE RIM BOARD WrrH fib}WD I 1 1 ` TCF OF DBL �J ��yyyy •� NA115(d PH3 PL 1 RATE a GARAGE / K200 STEEL BEAM YV CEFLtK&MAL s / TO BE AT LMN6 AREAS OX NAILER BOLTED TO In-SHINGLES TOY.b'CONC..ON 6 P5U '� .� TOP FLANGE OF STEEL BEAM; ON clo-Arm IA•COx PLYWOOD - FI 6X6RA WWF.ON b' PROVIDE��gS NEEDED ON LWGREIE OX65 R 16'OL. WBI6RADED GRAVEL RIESTO WFLOOR/ FL.GYP.BOAR AS NEEDID K4LL mEyow) BATF+J COMP.TO BA MNC DRY TREADS N/STO/E D HINGLE BASE �E6EA0 VENEER. CHANGING SHINGLE EASE ve151rr VEST. R� ° GARAGE SLABS TO BE a• GARAGE FLARED VENEER CONCRETE(35006X6 P51)w PITLH FLOOR APPROIC VIELLLL °NBRAAVEL - I PIWNY 991I1LL,E COMPHOME .TO 9yb MAK DRt' 518'%ONN PT M ® N DENSITY: TO BE ELOFFD Ea Iv " OL. -p AFFROx PTO TOP I 4'TNIGK CONY.CONC.6RAOE P.T.T16 PLYWOOD b'MAIAICHED LDNC. COM 13/4 X 9 I/]' BEAM TO 3PPORT STONE P.T.Dt65 a 16'OL. y - LVL PORTAL FRAME - XY lONC.FROST ` V@E3L GRILL+4 FEHAR 4'INTO - ON SLAB.W CLOSED STONE SLAIS 8 SEA o F WALL ON Z4'x IS z CONC.WALL a U•DO.AND c61 INSIA.AnON CONCRETE FODIIN6 Q Y S cue n/EPDXY 6Raff _ W NCR .. • (�)3X6 SILL ON P.T.3X6 NT WHO,FROST SILL W 5/B'x14'ANCHOR a'THICK C4W COIL.GRADE - z - WALL ON-4•x 11• BCLTS 9 O'-O'OL.BEY BAH TO BA-PORT BYLINE / LL41CREiE FCOTW61' � VE!lffit DRILL•4 R®AR 4 INTO W KEY W EAW°GROUT .. 5 E G T 1 O N S E G T 1 O N SCALE. 1/4• e 1'-0• - A / - ` - SCALE. I/4" • 1'-O' - P.T.RED CEDAR J " SI8N6LES ON V FELT - -I FARR NICE 1 WATER •0004 LROYN vg--al u, • e— PEHBRAIE AT LEADING W m CAP Oi I% •• . EWES AND VALLEY RAKE(W LT-0Jr 4 Q P.T.RED CEDAR W7x BlOCKiNS) I F.T.RED CEDAR - - _ � Yem: 1O I ROOF SMINSLESW ROOF SHINGLES W ICE MTER SHRi n b Ic S/E tiY •3 ads`u' ` Y�' SIEATXIN6 • < 19004 CROM •E003 CROWN ON W IN CAP ON LN IX 9B5FMA N O IX i- RAKE 03ALT-0Vr ���� y' WE 16'OL. wDx 81.00KINS). _$•_a•• _- (Z)1/4'LDX PLYIGOp W ce.L:I SPRAYED IN CLOSED ' pp CELL INr�6ATION <arsa =.P OFa WI VED BLOCKLN6 AS NEEDED OSI RAID RAPIERS.ID'OL. SPRAYED IN CLOSED . CELL INSLtAnON � C. L . IX 5MARAKE ON W � HOCKING � V 7 � •eooa ca°Wr W Ix N CAP ON FIX SIX ! CAP ON IN FASCIA � ;L c a of C v IX CAP/SHELF w / V�J LEAD COATED WPPER •1N^�` N -O LX SOFFIT g FLASHING/DRIP W C w SWAT Ix CAP/SHELFATED W LL O~ FLASH'IILEAD LOIGA/°DRIP ` O _ 8� a o� p _ v< IXFRIK1E ON I%°N ¢ •BOOS LRLW11 ON - - 1 O N•� O T' MN LX omm& (u= n I tQV N 10' 41/1• V O WL.SHINGLES .. N c°x PLYWOOD 5' 4� O ON ON OA65 a 16'OL. SHINGLE A ON M 5A1x 6'SHP6LE EXP1 IX pvC HEAD LASING OEAVE DETAIL AT GREAT ROOM O EAVE DETAIL AT BEDROOM DORMER MO CRF wIX I 2 CAP oN LX FAscu job no.: 1s55 SCALE.1 1/]••ro• SCALE,11n•.I•-0• date On.ur OOHS -GODS C IOM ON NE ON R V4' S VS lx FREIZE ON Ix scale AS NOTED HOCKING drawn: KMIN WL.smwfta > rev. AL.GAN6LES rev. z ' OTYFIGAL FLARED RANGE 8 EAVE RETURN DETAIL 3 SCALE:1 1/3'-1'-0' A-4 c ISSUED FOR PERMITTING snt a of -r GENERAL 3.WALL5 ACTING A5 RETAINING WALL5 5.CONCRETE BRICK SHALL CONFORM 10.ALL PLYWOOD SHALL BE APA SHEARWALL kOLDDOWN SCHEDULE o e SHALL NOT BE BAGKFILLED WITHOUT TO ASTM C55. PERFORMANCE RATED PANELS CONFORMING o g I.STRUCTURAL DRAWINGS ARE BRAGING UNTIL ALL 5UPPORTIN5 501L TO THE FOLLOWING MINUMUM REQUIREMENTS: A ; 8 SLABS ARE IN PLACE S AT 6.GROUT SHALL CONFORM TO THE CAST-IN-OPTION POST-INSTALLED OPTION TO BE USED WITH THE ENTIRE ADEQUATE STRENGTH. REQUIREMENTS OF ASTM G 146 B A.FLOOR-5TURD-I-FLOOR TBG,EXP05URE 1, N o SET OF DRAWING5. SHALL HAVE A COMPRESSIVE 3/4",SPAN RATING I6". 0 STRENGTH OF 3000 PSI. t b 4.COMPACT ALL FILL UNDER FOOTINGS HDI HOU14-5052.5 (2)-HOUB-5D52.5 W/(2)-7/8" DIA.F1554 L s B.WALL SHEATHING-EXPOSURE 1, 1/2", � 2.ALL SAFETY REGULATIONS 8 SLA55 TO THE SPECIFIED DENSITY 7.VERTICAL 8 BOND BEAM SPAN RATING I6". W/5BIX30 &R.36 (14"EMBEDMENT)PROVIDE(4)- w ARE TO BE STRICTLY FOLLOWED. 8 VERIFY. REINFORCEMENT SHALL CONFORM METH005 OF CONSTRUCTION 8 OUT RE " LONG R DE HOOKED BREAK- - -2 ERECTION OF STRUCTURAL MATERIALS TO THE REQUIREMENTS OF A5TM A615. OUT REBARS PER DETAIL a o G.ROOF SHEATHING-EXPOSURE I,5/8", STRUCTURAL STEEL SPAN RATING I6".. H02 CM5TCI6 N/A to IS THE CONTRACTOR'S RESPONSIBILITY. 8.MORTAR SHALL CONFORM TO THE REQUIREMENTS OF ASTM G 270 H05 HDU5-5052.5 HDU5-5052.5(14-505 I/4"X2 1/2" s 3.THE CONTRACTOR 15 RE5PON51$LE I.DESIGN,FABRICATION 8 ERECTION AND SHALL BE TYPE M OR 5. DESIGN CRITERIA (14 505 1/4"X2 1/2" FASTENERS)W/(1)-5/5" DIA.F1554 y FOR 0155EMINATION OF ALL SHALL BE IN ACCORDANCE WITH FASTENERS) W/ GR.36 (6" EMBEDMENT)NO BREAKOUT o E REVISIONS 8 REQUIREMENTS TO THE AI50 SPECIFICATION FOR q.QUALITY�ASSURANCE TESTING $ I.APPLICABLE BUILDING CODE 55TB24 REBAR REQUIRED L THE SUBCONTRACTORS. STRUCTURAL STEEL FOR BUILDINGS, INSPECTION SHALL BE PERFORMED MASSACHUSETTS 5TH EDITION ` LATEST EDITION. IN ACCORDANCE WITH THE H04 M5TC45153 N/A REQUIREMENTS OF AGI 530.1/A50E 6/55. 2.DESIGN WIND SPEED: 115 MPH 4.REASONABLE CARE HAS BEEN EXPOSURE C, 1=1.0,G= +/-0.15 HD5 GM522 N/A TAKEN IN THE PREPARATION OF 2.STRUCTURAL SHAPES SHALL CONFORM ALL DRAWIN65 AND SPECIFICATIONS. TO THE FOLLOWING: FRAMING LUMBER 8 CONNECTORS H06 HOLODOWN ANGH N/A 'J HOWEVER THE ENGINEER OOE5 NOT ORS PROVIDED W GUARANTEE AGAINST HUMAN ERROR A.WIDE FLANGE MEMBERS A5TM I.ALL FRAMING LUMBER SHALL BE STRUCTURAL DESIGN CRITERIA 51MP50N STRONG 8 FOR THAT REASON IT 15 IMPERATIVE Agg2 GRADE 50. WALL(AS) THAT THE CONTRACTOR SHALL CHECK + KILN DRIED IYT MAXIMUM MOISTURE- B.CHANNELS 8 ANGLES ASTM A36. CONTENT. LUMBER SHALL MEET - FIRST FLOOR 40 P5F LL HD7 5TH0I4RJ MUST BE SET IN CONCRETE FORMS ALL DIMENSIONS 8 DETAILS 3 MUST v AS A MINIMUM THE FOLLOWING 10 PSF DL PRIOR TO POUR [� � VERIFY ALL CONDITIONS,DIMENSIONS, DESIGN VALUES FOR SPRUCE-PINE-FIR: G.H55 ROUND $ RECTANGULAR TUBES , NOTES: D 8 ELEVATIONS AT THE SITE.ALL -SECOND FLOOR 40 PSF LL DISCREPANCIES SHALL BE BROUGHT TO ASTM A 500,GRADE B FY=46 K51. =4 1.) P05T-IN5TALLED ANCHORS SHALL UTILIZE 51MP50N 5ET-XP OR C TO THE ATTENTION OF.THE ENGINEER A.2X 5TUD5 CONSTRUCTION GRADE 10 PSF DL AT-XP EPDXY. FB=800,FV=65,FG=750 3.ALL GALVANIZING SHALL CONFORM -ATTIC/5TO. 20 P5F LL 2.)ALL P05T-IN5TALLED ANCHORS SHALL STRICTLY FOLLOW THE ® a, 5.THE CONTRACTOR SHALL SUBMIT TO A5TM A 125. B. 2X JO15T5/RAFTER5 NO. I GRADE 10 P5F DL MANUFACTURERS GUIDELINES.HOLE DRILLING,GLEANING AND PREP. SHALL BE PER THE MANUFACTURERS RECOMMENDATIONS. COMPLETE SHOP DRAWINGS FOR FB=1150,FV=70 -ROOF GSL 50 P5F 5L 3)ALL POST-INSTALLED OPTIONS THAT REQUIRE(2) HOLD DOWN5, ALL CONCRETE REINFORCING,ALL 4.BOLTED CONNECTIONS SHALL BE WITH 10 P5F DL THE HOLD DOWNS SHOULD BE ATTACHED TO EITHER THE ADJACENT STRUCTURAL STEEL, 8 BOTH HIGH STRENGTH BOLTS IN ACCORDANCE C.POST NO. I GRADE F$=800, -EXT.WALLS/STOR. 100 PLF DL FACE CAT CORNER LOCATIONS)OR THE OPPOSITE FAGS(AT INT. ac ro CALCULATIONS SHOP DRAWING5 WITH THE SPECIFICATION FOR FV=65,FG=675 LOCATIONS)OF THE POST. FOR ALL MANUFAGTURERED LUMBER STRUCTURAL JOINTS U51NG ASTM A 325 - INT.WALLS/5TOR. 50 PLF OL 4.) AS NOTED IN THE TABLE ABOVE, ADDITIONAL BREAKOUT PRODUCTS 8 THEIR CONNECTORS- OR A 4qO BOLTS. 2.ALL FASTENING OF FRAMING, REINFORCING MUST BE INSTALLED WITH THE FOUNDATION WALL AT FOR REVIEW PRIOR TO FABRICATION. PLATES,SILLS,SHEATHING 8 - -DEGKS/PORGHES 40 PSF CERTAIN POST-INSTALLED ANCHORS.SEE DTL. FOR ADD'L INFO. upo 5. ANCHOR BOLTS SHALL BE A57M A 307. OTHER WOOD MEMBERS SHALL 10 PSF �� a BE IN ACCORDANCE WITH THE CONNECTION TO CONCRETE FOUNDATION CONCRETE DETAILS SHOWN 8 MINIMUM 6,WELDS SHALL BE MADE BY OPERATORS REQUIREMENTS OF THE 1.ALL CONCRETE WORK AND MATERIALS CERTIFIED BY THE STANDARD ' _ MASSACHUSETTS STATE BUILDING 5HEARWALL SCHEDULE 5/6"DIAMETER ANCHOR BOLTS @ 32"O.G. SHALL COMPLY WITH THE SPECIFICATIONS QUALIFICATION PROCEDURE OF THE CODE 5TH EDITION. NOTE: ANCHOR BOLTS REFERENCED ABOVE TO BE 5/5"PIA. FOR STRUCTURAL CONCRETE FOR BUILDINGS AMERICAN WELDING SOCIETY. WALL TYPE SCHEDULE: A307 STEEL ANCHOR BOLTS W/3" X 3" X 1/4" PLATE WASHERS J N (AGI 301-5q). 3.CONNECTORS SHOWN ARE A5 W/7"MINIMUM EMBEDMENT INTO CONCRETE. _J z �o 7.WELDING SHALL BE IN ACCORDANCE MANUFACTURED BY 5IMP5ON 15/32"PLYWOOD-(EDGES BLOCKED) 2.ALL CONCRETE SHALL HAVE A 28-DAY WITH THE AW5 DI.1 CODE FOR WELDING STRONG-TIE CO:INC.SUBSTITUTIONS SWI SD COMMON OR GALVANIZED BOX NAILS J z 80_�Z IN BUILDING CONSTRUCTION. GErErsAL NAILING BCHEOULE-Us MPH �gvo COMPRESSIVE STRENGTH OF 3000 P51, MUST BE APPROVED IN WRITING � 6"O.G.EDGES 6 12"O.G.FIELD. w Z z WITH MAXIMUM I INCH AGGREGATE It BY THE ENGINEER. INSTALLATION Jol+rDescwPTloN oIrONNAILe e 1-9 c BOX HnlLsrnuw. MAXIMUM 6%AIR ENTRAINMENT FOR S.CONNECTIONS NOT DETAILED SHALL OF ALL CONNECTORS SHALL BE 15/32"PLYWOOD - (EDGES BLOCKED) ROOF FRAMING O a az,z EXTERIOR CONCRETE EXPOSED TO BE DESIGNED FOR THE LOADS SHOWN IN STRICT ACCORDANCE WITH THE A 50 COMMON OR GALVANIZED BOX NAILS BLOGKIN&TO RAFTER(TOE-NAILED) __� __,� EAGHENO UZI � 'az^� MOISTURE. ON'THE DRAWING5 OR FOR LOADS THE MANUFACTURER'S INSTRUCTIONS p 3"O.G. EDGES b 1211 O.G.FIELD. ~ �S�� & MUST EMPLOY ALL REQUIRED RIM BOARD TO RAFTER(END-NAILED) O-16D B-Ibv EACH END GIVEN IN THE STANDARD LOAD r uJ rw TABLES OF AI5G FOR THE SPAN, FASTENERS. WALL FRAMIN& Q w 3.ALL REINFORCING STEEL SHALL BE 15/32"PLYWOOD-(EDGES BLOCKED) DEFORMED BARS OF NEW BILLET STEEL SECTION 8 STRENGTH SPECIFIED. 5A3 SD COMMON OR GALVANIZED BOX NAILS TOP PLATES AT 1NTERSEGTIONS(FACE-NAILED) a 16D }16o AT Jolrrs = o CONFORMING TO A5TM A 615 GRADE 60. 4.ALL CONNECTORS SHALL BE @ 2"O.G.EDGES $ 12"O.G.FIELD. STUD TO Snro(FACE-NAILED) 2-16P 2-160 24•OZ. q. ELEVATIONS NOTED A5 "TOP OF STEEL" HOT DIP GALVANIZED. ' FRAMING AT ADJOINING PANEL EDGES HEADER TO HEADER(PAGE-NAILED) 160 Ito I6•OZ.ALONG EDbES 4.CONCRETE COVER OF REINFORCING BARS REFER TO THE TOP FLANGE OF ROLLED SHALL BE 3" NOMINAL OR WIDER 8 FLOOR FRAMIN& SECTIONS. 5. INSTALL ALL CONNECTOR FASTENERS NAILS SHALL BE STAGGERED. Jolsr To SILL,TOP PLATE OR GIRDER TOE-RAILED) a 6D a 1ov PER Jo,sr SHALL BE AS FOLLOWS: BEFORE LOADING THE JOINT. NOTE: FOR PLYWOOD 5HEARWALL TYPES 1,2, 4,3 BLOCKING TO JOIST(TOE-NAILED) 4-6D 4-10D EACH END N+V) A.3"AT CONCRETE PLACED DIRECTLY LISTED ABOVE,bD COMMON OR GALVANIZED � AGAINST EARTH. MASONRY BLOCKINS TO SILL OR TOP PLATE crOE-NAILED) s-16D a-16D EACH BLOCK N V a� 6.SPLIT WOOD IS NOT ACCEPTABLE NAILS-(0.131 X 2 1/2") GUN NAILS MATCHING THE LA,� 0 O FOR ANY CONNECTION. NAIL DIAMETER $ LENGTH MAY BE USED AS A LED&ER STRIP TO BEAM OR GIRDER(FACE-NAILED) 3-16D 4 16D EACH JOIST 3 >L Z $.2"AT ALL OTHER LOCATIONS. I.MASONRY CONSTRUCTION SHALL SUBSTITUTE. JOIST ON LEDbER ro BEAM(TOE-u1LED) B-bD B-10D PER JOIST O-p Q v CONFORM TO THE REQUIREMENTS 7.ALL EXPOSED FRAMING MEMBERS BAND JOIST TO JOIST(END-NAILED) s-16D a-16D PER JOIST 5HEARWALL CONSTRUCTION: 3 5. NO HORIZONTAL CONSTRUCTION JOINTS OF 5PEGIFICATION5 FOR MASONRY SHALL BE TREATED PER AWPA BAND J015T To SILL OR TOP PLATE(TOE-NAILED) 2-169) 5-160 PER FOOT OI N ARE ALLOWED,UNLE55 SPECIFICALLY STRUCTURES(AGI 530.1/ASCE(0-5b). C2/6q GGA 0.25 8 MEMBERS IN 1.ALL EXTERIOR WALL5 TO BE SHEATHED AND FASTENED ROOF 5HEATHIN6 j SHOWN ON THE DRAWING5 OR ALLOWED STRENGTH OF MASONRY F'M=1500 P51. CONTACT WITH 501L SHALL BE A5 FOLLOWS UNLESS NOTED OTHERWISE IN PLAN: IN WRITING BY THE ENGINEER. TREATED PER AWPA G23/C24 LEVEL 142 = 5W2 /LEVEL 2 $ ROOF = SWI NOOD9T'yCT�`ALPA"ELS U OL N N 2.VERTICAL REINFORCING OF MASONRY GGA 0.60.JOB SITE FABRICATIONS RAFTERS OR TRUSSES SPACED UP TO 16 0- bD OD 6'EDGE/6'FIELD N.� 6. REINFORCING EFIDEDMENT STANDARD WALL5 SHALL BE AS INDICATED ON GUTS $ BORES SHALL BE TREATED IN 1.ALL 5HEARWALL5 TO HAVE DOUBLE TOP PLATES RAFTERS OR TRUSSESO.C.SPACED OVER 16.O eD lop 4-EDGE IELD/a•F BAR LENGTH MOac THE DRAWING5. ALL GORES OF ACCORDANCE WITH AWPA STD.M4. 8 DOUBLE-2X STUDS AT EACH END OF THE WALL. &ABLE ENI W"RAKE OR RAKE TRUSS wO 6D OD 6-EDGE/6•FIELD = O_ MASONRY UNITS SHALL BE FILLED Q N V) K 13' 13• GABLE OVERMAN& , s 16. 12' WITH GROUT. REINFORCING BAR 2.FACE NAIL DOUBLE TOP PLATES W/16P NAILS @ 16"O.G. -GABLE ENDWALL RAKE OR RAKE TRIff Yy 6' /6'FIELD O 8.ALL MANUFACTURED P5L WOOD FRAMING USE(12) - 160 NAILS AT EACH SIDE OF LAP SPLICES IN TOP STRUCTURAL OUTLOOKERS 06 2O^ 16• LAPS SHALL BE 2'-6" MIN. MEMBERS SHALL HAVE THE FOLLOWING PLATES. SPLICE LENGTH TO BE A MINIMUM OF 4'-0" LONG. -GABLE ENVAALL__ OR RAKE TRX55 W P Aar, /a•FIELD ., za• 6 PHYSICAL PROPERTIES AS A MINIMUM: LOOKOUT SLOCIGb 3.HORIZONTAL JOINT REINFORCING 6 CEILIN&SHEATHIN& job no.: ISO4 FOR MASONRY SHALL BE EQUAL LVL: E=2.OXIO PSI,,FB=2600,FV=255 PSI 3,NAILING FOR PERFORATED SHEARWALLS TO BE CONTINUED FOUNDATIONS TO OUR-O-WALL TRUSS MANUFAGTERED PSL: E=1.8XI0 P51.,FB=2400,FV=190 PSI l ABOVE AND BELOW ALL OPENINGS IN 5HEARWALL. GYP UM WALLBOARD so o F date O1 uLr Kolb WITH WIRE CONFORMING TO ASTM A 52 4.ATTACH DOUBLE 2X STUDS 8 BUILT-UP CORNER STUDS AT WALL--ATMIN6 :� Loor 8 COATED FOR CORROSION PROTECTION q.ALL FLOOR JOISTS SHALL BE AS WOOD STRUCTURAL PANELS scale AS NOTEv I.THE ALLOWABLE PRESUMED 501E IN ACCORDANCE WITH A5TM A 155, MANUFAGTURERED BY 5015E CA5GADE 5HEARWALL ENDS Yy/(2) 16D NAILS 6"O.G.FOR ATTIC/ drawn BEARING CAPACITY 15 2000 PSF, SECOND FLOOR 5HEARWALL5 AND(2) 160 NAILS @ 4"O.G. STUDS SPACED UP TO 2a•O.O. (y�j.5 b- /1Y FIELD GLASS B-2. ALL WIRE SHALL BE 8 AS SIZED ON THE DRAWING5. ALL STAGGERED FOR FIRST FLOOR 5HEARWALL5. n Am2S97"FIBERBOARDPANELS .O D /6-FIELD rev. WHICH 15 TO BE VERIFIED IN THE FIELD q GAGE MINIMUM. PROVIDE MINIMUM FASTENING,BEARING,BRACING 8 BEFORE CONSTRUCTION. LAP OF 6" 8 USE PREFABRIATED T'5 STIFFENING SHALL BE IN STRICT -In HEATHIN6 WALLBOARD G EDGE/10 FIELD rev. OR CORNER SECTIONS AT ALL ACCORDANCE WITH THE MANUFACTURER'S 5.REFER TO HOLDDOWN SCHEDULE FOR TIE DOWNS AT FLOOR GEA HI �P REQUIREMENTS. 5HEARWALL ENDS. _ 2. FOOTINGS SHALL BE CARRIED WALL INTERSECTIONS. wO617 STRUCTURAL PANELS s TO LOWER ELEVATION THAN SHOWN b.NAILING TO SOLE PLATE TO JOIST OR BLOCKING SHALL BE -I.OR LESB 6D 1OD 6'EDGE/1]'FIELD I ON THE DRAWINGS IF REQUIRED TO 4.CONCRETE MASONRY UNITS SHALL l,. (3) 160® 16"O.G.AT SHEAR WALLS(FACE NAILED) GREATER THAN I" OD wD 6-EDGE/b'FIELD REACH PROPER BEARING CAPCITY. CONFORM TO A5TM C qO. 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P e t)1 9/4•x s VO'LVL 1O•o . ,�, -BEARING WALL BELOW oXss�aowrrnrAu R—m H h6/°i6D I : : SP`J V.aISmav rli'6r9F1tr'U -BEARING WALL ABOVE ` - HDI HDI (REFER TO STRUGT.DETAILS) I ---------- -WALL ABOVE 6m 6m �LI FOYER FRAM I NG PLAN TOILET LOCATION(SPACE J015T5 AS SECOND FLOOR FRAM I NO PLAN e OALe. 1/4' = 1-0' NEEDED FOR PLUMBING CLEARANCE) SCALE; I/4" = I•-o �_ U -HOLD DOWNS AND LOCATIONS;REFER HD GENERAL STRUCTURAL NOTES J w 000� -ALL POSTS B EN05 OF BEAMS TO BE A c0)aSe°au"/R ie oL. g Lu z zo`L o A4 A4 (3) 2X4'5 OR(3) 2X&'5 UNLE55 NOTED A4 - �''• "P°F R' ' A4 Z w y+ 3 0) 2X(0'5 AT ALL EXTERIOR WALLS) of aoow -ALL WINDOW HEADERS TO BE(3) 2X&'5 } D -Z W/I/2" PLYWOOD UNLE55 NOTED --- ---------------- -------------- - ----- - s o- a- ' m n_ � N 2 N o e -SEE STRUCTURAL GENERAL NOTES a a A AND TYPICAL DETAILS FOR OTHER --- -- -- -- oo REQUIREMENTS. CU Mgt o 0 0 V)ji >✓ N � �xlo us.JOISTS �xl°cLs. I s/a x n •L OL. w e 10. •IO'OL. 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I I P HALL. _ >• S V 3/4 x SII'/s _ # h - - -. _ .. " t I' 3 BATH.2 - DOI.%-NUNS NO a a m m R0�2i9 K3/ _ S - -5 .i' �Po • m W LG.! - .��_,. ., '�. •'o _ IL�_� - z ',• IV3 i Oi VT �0•��• 9'!VS' IO r3'-91f1' T5'-0�•-� 5, _ r .. -l' .Y-0• _ Yam• 3'-0 • E _ rc ,a. fit ;• ..,: ,� I : 5u2• PRDMR. il ---------- DneLe2gs3nar - - x: _;i .-< ROa b-0%D•O ' -``. r- 'i -0 L f 2i yq%4-5 3/4 x�p ,.� °�S�,.h d�. :. •�:. - i y s IRf�{7.KE N�RIE6W�' ' i A �'• > •.'. h ,�.' 'i EN'1FATLL.ATOR•Q{yIMILAR < _ i , I ,,. AOFT9 WTN6 §.:. :t - •y 4°,. �. „ '"_ _ - 912' m i i 5V2• - Y - d. iE���R' r , a ' C '�4`- 4 - .. PATIO I+a• s elrz sq q=lr s-gia• uraxs xn ir � 's" ,..,•. !.-^ •! -- I I GREAT RM. a FOYER s•e17 I� R�-FABRIWT®BAS� - _ S:•3 e'c u - ,. _ WFWSM NF.ARMY +! a Si! ac iui�:a 9Y'IEATdATOR'OR SINOLAR DOIB.E�/Dl•.,V&--------------- - ____ . t '., R... _ ,� _________ 5/4%b-5 .:,:•. - - 'STUDY. n r FfiV1" - v657n a x • _ .. .. s s ` '`. AT R. t PORCH -- r• - _ : r' _ oX : u „ I .r. y� 3 --- fit- _ c .a r. , L - A � V r• .: _ - - n cC BL4E5T01✓e PAVEi9 AT O MERAL FLAN NOR3 O ` F�••,_ • EFRONfLD�iTO NVEWNffR _ -ALL EXT.ANTS TO IX 2x65•Ib' -f�6i TO ELEVATILM FOR NNDOYI +: P OL&W-M NOTED OTHez"50'• F�, r. - - RO.NEIONI�AEO•/E 9.9.100R LL _ 4 FRONT DOOfL AtID MJO ROOK DOOR f- ,y, - OF ER AFFROX -. OL IAA NDI®orteBgW 81'MG vALLET OLVR ' J - F VOORS Ta TMLI14 A Ear OO e•: 8 VD• 2 AYNT MODE c 0 11(45•Ib' p g A ~ A - �A' rR`iut°MiaPPRanO�E a�roar D�ovw -WIRVP0iFF M ODORS TO BE P9 - INSIDE COLS =I OAFT/wJsITArerpm�co 's _ RETM (REFER TO @PVATTONS FOR w NS _ T .,�'•,, m� a FATI@bFdl job no, 1555 -• '; �n �y - 'eq -MTEROR DVOR5 Nor 14 1JN)F71 ItE To � < ee LacATeD 5 s�uoe[q Imo•!a'F TNe date oI�D.r Falb • _ °� � '' � � tad " � 9 � TAosEsr w.0 As IN FiAN ' b'-2- 3'•Io• q•-0. y.-0. scale : As NOTED / drawn: Na+N+ .„ _ .. rev. 65W - - _ rev. FIR 5 T FLOOR P L A N FIRST FLOOR LIVING AREA 2,47� SQ. FT. - i - - 2 ISSUED FOR PERMFING 5bt 2 of Jr, y R a E V a�J V1 Ica V1 V Ca s N V1 L[f L Z ` V Ow �n .5 V n t.tVoV • L O REF. ___ 1 N E - f p-------------� z +� KITCHEN o • 17-0 x 20-0 F co o _ LOOM 2 x 14-0cn DINING PTRY. HALL LNORY. 12-0 X Ib- 5-8 X 8-9 5-8 X 7-2 E L HALL HALL _ .- BATH 2 t� _ 9-11 X 9-9 _ W -- - --------- --- - 6-7 X 5-9 .LIN. PDR, v - 'DN. 5-8 X 7-9 i BUILT-IN EUILT IN - i i i . UJ �l I - - FOYER L� PATIO ;G T R 18-o X to b f 7-I <22- *00 "' STUDY I -- n 17-1 X 16-0 `---- -- -- ` --- - - ❑ - - V ^` PORCH C DN. 24-0 X 1-6 lp-- -- n O 1` )1 Q a!✓. ------------ --------------- - -- ---------- ---- -------- ----- N - -- - -0o Iry t L- O � � N N L.L . O N N N! O F I R S T F L O O R P L A N Q SCALE. 1/8' -O° - job no.: 1555 - date II MARCH 2O16 } scale A5 NOTED drawn KMW ISSUED FOR REVIEW ua O O N � N v fa � N .O H M N ` �vV6 � C•J ld` i 00 41 O) _ ________ __________ 41 O B �J O 4- U �7 BEDROOM 5 3-O�� BATH.4 BEDR M 4 co c�a -I- 13-0 X 6-0 C� 0 x -' —_ u BATH. 5 HALL on_ oD „ - - rw pq BATH. 3 5-9 X 12-2 ' I W.LG. HALL ' N -------------- ------ ------------ BOOKS BATH. :� LIN. HALL 15-9 X'7-o 'Li o00 a �, El -- __=___- 0_b o RY LOFT --------------- o 8T-4 9-4 I W.I.G. r,------- �. 6�3 BEDROOM 3 MSTR. BEDROOM O � 1 -- --------- i i i >U CL O � j� OL o N_ 0 �o� cn N N O 5 E c O N D FLOOR PLAN Q SCALE. 1/4' I'-O° Job no.: 1535 date II MARCH 2O16 scale A5 NOTED drawn KMW SK- 2 ISSUED FOR REVIEW i - t o N � � pppp ,R Hs .y I to o M � J Lf) 4 Q 4� Ca c I c co VIA - 1 ! - . �i�1�YY1bMIM► -. y ti t� � H f �$. 6 INN 0 Z N � W m O :Z, I a 2 m o LL T-wek 19varct r� Cq B A5 NOTED rW� : J.A.L. SCII T DIRECTIONS: From Hyannis take Route 28 toward Osterville. Take FLOOD ZONE. ZONE. a left onto Osterville West Barnstable Road and Zone X (Minimal Flood Hazard) RF-1 follow to the end. Take a left onto Main Street. .. Bear right in village onto Wionno Avenue, and at Community Panel NO. 87,120 g g Y Area sf the end follow to the right onto Sea View. Site is 250001 0776 JFrontage # min 20 �•' on the right, #20 (min) bib `-_. July 16, 2014 Width (ruin) 125 y. -_ _•w_-Fnd_-_-_ - - __ - _ _. _ - _ Setbacks: ". Front 30' Side , Y Y as i I tot I Street Rear 15' 5 N (40' Wide Public Road) - ---- OVERLAY DISTRICT: y �: r---20- GENERATOR & _ �22,., r POOL EW01 •AREA �_ }l� 2?,_ _ AP - Aquifer Protection District ; « ,cti/dsk ,EFnd 2 �y.-N-75~-05--2 ----- cb/dh cb/dsk 01.58 fnd •r., ; Fndf . Rt3PosED_. tn. SETBACK SUMMARY . a� DRIVYEWAY •• ", Existing Minimum Front Yard Setback - 10.0' 1 fr. Proposed Minimum Front Yard Setback - 12.5' " 16 I `f Dose � �t I s septic 1 Existing Minimum Side Yard Setback - 8.9' LOCATION MAP: t -`-'- t�POSEL7 insp OSED Proposed Minimum Side Yard Setback 15.4' „ ! •. Patin, POOL I GARAGE 1 =2,000± I I£ AREA CALCULATIONS I 1[ '•. r' v Lot Area 24,160t SF ASSESSORS REF: 1 _ TING Lot Coverage - 3,923 SF (16.29) I 1, W SE TICS ?r Includes Dwelling, Entrance Porch, Map 138, Parcel 014 lSessool i o Garage, & Pool REMOVE - ! Gross Floor Area - 7,239 SF (29.97) i t I I N 1 o Per Architect t ; t Pool � �� includes Habitable Areas of Dwelling F I I TTrrrrr o Basement, First, & Second Floors, and Garage Second Floor I 777 i' d I i ' ❑ ❑ SEPTIC NOTES PERC TEST: 13,367 W J 1 urt 1 1.Location of Utilities Shown on This Plan Are Approx.At Least 72 Hours PERFORMED BY CHARLES ROWLAND,BIT-SULLIVAN ENGINEERING rd A I Prior to Any Excavation For This Project the Contractor Shall Make SOIL EVALUATOR NO.13586 �3 L Y DAVID STANTON,R.S.-TOWN OF BARNSTABLE 1 the Required Notifications to Dig Safe(1-888-344-7233)and contact WITNESSED B y / January 4,2016 N }y �# Sullivan Engineering&Consulting Inc.(508428-3344). Gra vet, 2.The Contractor is Required to Secure Appropriate Permits From Town I Agencies For Construction Defined by This Plan. rrr��T 3.Wherever Sewer Lines Must Cross Water Supply Lines Both Lines Shall TEST HOLE-1 EL.21.0 TEST HOLE-2 EL.21.0 ( W Be Constructed of Class 150 Pressure Pipe and Shall be Water Tested to A .raY�x'1oYR'3r3 / PROPOSED �� ? p Assure watertightness. In General,Water Lines Shall be constructed in 1>AR)sBROwN::"" D4xTc'BRowx".:' "`4 ��1-1-4�WELL Ne�ty w/f D well in l0 `t Coordination With COMM Water,,and Shall be in Accordance ".. ... SAIVDYLOAM 20.2' 10^ : SAnmxLC>a ':'.'::'"'':'.':20.2 B LAY11x lOYR 5!6 ....LAYEH:IOYR.SAS:.'.'..'..' p' Vie ,1 d With 248 CAM 1.00-7.00&310 CAM 15.00. 202 Sea w �A ,n! " YBLLOWUNDROWN:... .. Yar.rorvxs>isRowiv' i 4.A Minimum of9 of Cover is Required for All Components. LOAMYSAIYD 18.7 28" L. ...AND::. : ... .;1a.7 28^.... to } 4 0 d 5.All Structures Buried Three Feet O!More OI Subject CI LAYER10YR 6B CI LAYERIOYR ti/8 o `� ill 25.03 cn to Vehicular Traffic to be H-20 Loading.It is the Engineer's BROWNISH YELLOW BROWNISH YELLOW (o / �✓ Recommendation that H-20 Always be Used 38" AIED SAND 17.8 40 MED•SAND 17.6 f C2 LAYER]OYR 7/3 C2 LAYER lOYR 7/3 6.Install Watertight Risers and Covers to Within 6"of Finished Grade VERYPALEBROWN VERYPALEBROWN v, h es i Over Septic Tank Inlet;U,and Outlet;D-Box,and one Leaching Chamber. MEM SAND MED.SAND Yn n PERCTEST 17.0` ! All covers are to be maximum I S for concrete or 24 Cast Iron. 25 GALLON$GONE IN9 MEV 7.Septic System to be Installed in Accordance With 310 CAM 15.00& 0 i1 I 132 PERC RATE<2 ACV/IN(LIAR=0.74) 10.0 132 110.0 \ f 248 CAM 1.00-7.00 Latest Revision and the Town of Barnstable NO GROUNDWATER ENCOUNTERED NO GROUNDWATER ENCOUNTERED tt i i Board of Health Regulations. 23' .... 8.All Piping to be Sch.40 PVC. ?� 13UR - 9.D-Box Shall Have a Minimum Inside Dimension of 12,and a Minimum O sump of 6". TEST HOLE-3 EL.23.0 TEST HOLE-4 EL.23.0 PROPbSED i Lot B 10.Septic Tank Shall be a 2,000 Gallon,with 2 Compartments. AE.LAYEB'1oYR373..' AE.LAYER IOYR'3/3 �nc K iraRiraRcitly ixairis BRok+l. ;Area 24,160f SF" -2 :•: "`'• `� The Fist Compartment Shall Have a Volume of Not Less Than 10^ Siii�i�i'titi.: ... ! O 22.2 12" SANDY LRAM: 22 . 1,320 Gallons and the Second ofNot Less than 660 Gallons. sLeLYEit1'oYR s!6 '.':: "SLAYER.toYR'Sie. .. PRiD The Compartments Shall be Interconnected by a Minimum 4"t3 YSLLOwISPiBROw1iL' XLrLLOwISHBR01Y117:'. U DfVEW7�'Y :. ��\ s Tf t 1'...• : '. 11 wn;: Vented Inverted U-Shaped Pipe with a Gas BaIDe on the Outl Eo ::':=Loam SAND.':.26".:'::' ::: 20.8 24": ': 21.0 C]LAYERIOYR 618 CI LAYERIOYR 6/8 1 f .The Separation Distance Between the Septic Tank Inlets and BRGWNIsrtYELLOW BROWNISH YELLOW I ! • - t Outlets Shall be No Less than the Liquid Depth.Inlet Tees Shall Extend MED.SAND so^ AM.SAND 18.8 a a Minimum of 10"Below the Flow Line.Outlet Tees Shall Extend 19" 30" PERCTEST 20.5 C2 LAYER 10YR 7/3 25 GALLONS GONE�?OPOSED :- ��� Below the Flow Line,and Shall beEquiped With a Gas Baffle a PERORATE 1�T/liv INAR=o.;4 6 VERYPALEBROWN SAND tivN ! -Box C2� . _ . C2 LAYER 10YR 7f3 VERYPALEBROWN ' 132" AM SAND 13.0 132 13.0 - -PRO. SA.S '� i '76c,. 1Vy -. - NO GROUNDWATERENCOUNTsRED `.. - NOGROUNDWATERENCOUNTERED I `- N r % 50,-s,. DESIGN DATA SITE PASSED Single Family I .;1 10016 RESERVE �% -6Bedroom Q 110 GPD I C4 No Garbage Grinder Total Daily Flow=660 GPD f Use a 2000 Gal 2 Compartment Septic Tank LEACHING AREA ! 660 GPD/0.74(LTAR)=892 SF Required Finish Grade N75' 05 20"E -' I Sidewall=202'-10"+50'-6'j2'=253 SF Bottom Area=(12-10"x 50`•6")-647 SF C 3'Max. I 263.42 TBM- ave' Total Provided=900 SF 9" Min EL. 2D.8 Compacted Fill Filter Fabric LEACHING CHAMBER DESIGN TAnd/or SeaView `�ti AVeI 1�e All Pipes tobe Schedule 40. Use Pea Stone 5-500 Gal.Leaching Chambers in a 3' H-20 314" - 1 112" 12'-10"x 5V-6"Double Washed Stone Field as Shown. LEACHING Double Washed \ CHAMBER Stone edge pave _..- I t� 4' - 10" C_0, cb/dh d N 75 05'20" E CROSS SECTION OF CHAMBER fn ' rh 96' -� . 50.00' 'i b/dh NOT TO SCALE Leg end: 90- 90" fnd 'Iftw. W Lot 4 o r � a s Cedar Tree o g \� See Note 6 (t)v.) Deciduous Tree i F.G. EL 24.00-- +Final Foundation Gradin To Be = p� Morainatea wilnLandscape Plan CL ri N - Flow Equilizers EL. 20.2 r As.Required Installer To 2000 Gollon. "'' Confirm Prior FL. 1 .00 Coniferous Tree o To An Work 2 Compartment Too-EL. 18.00 Y - - Y Septic Tank H-20 ism H-20 D-Box 5 SEE NOTE-10& 11 Light Post C• 1�.o V Learning Wetland Flag NOTES. To Be Installed On Chamber a e nmpoc a aye 1 0 E Concrete Bound Beddin% r's, Guy 1 Datum used is NA VD 88. Inspection Port. 1f Lnarrtterctl Rernaua:.&:R e ' w'� as Per ie 5 Ak tlnsetlrrh(e Sally i...... Utility Pole 2) Structures were located using conventional o� � '�`<Q"# > ""�#�:` .... .....' 7 .. surveying methods. EL 1010 OHW- Overhead Wires c� 4 Per Test Holee1 3) Property line information shown was 25 Elevation Contour a, DEVELOPED PROFILE OF SYSTEM EL. 2 Groundwater complied from available record information. Grou • •� S •••�� •�� Underground Utility Line �, <:• �� of NOT TO SCALE Per T.O.B. Standard A TITLE: PREPARED FOR: PREPARED BY. Site Plan Proposed Im rovments Alliegro EngineeringE �, p p At consuitingg Inc. 202 Se', View A venue (508)428.3344 • P.O. Box 659 • 7 Parker Road,Osterville, MA 02655 seci@sullivanengin.com • www.suilivanengin.com -.i Barnstable ('Osterville) Mass. 20 0 10 20 40 60 Draft: CTR DATE SCALE: Review: JOD April 4, 2016 1"=20' ' Prof• # 28009 1" DIRECTIONS: FLOOD ZONE: 'From Hyannis take Route 28 toward Osterville. Take ZONE: a left onto Osterville West Barnstable Road and follow to the end. Take a left onto Main Street. Zone X (Minimal Flood Hazard) RF-1 '" `. . . _J Bear right in village onto Wionno Avenue, and at Community Panel No. Area 87,120 sf Min. the end follow to the right onto Sea View. Site is #250001 0776 J20' on the right, #20 Frontage (min) 3, rb July 16, 2014 Width (min) 125 _ _. -___ --;a____._- � Setbacks:Front 30' Side 15' `t Washington Street Rear 15' t (40' Wide Public Road) a �� __---_. _- D _ :� �_ �____ _ __ OVERLAY DISTRICT: r--2 G__ POOL E O AREA - 122- _ j r Q�lI :� AP - Aquifer Protection District „< _ e6/dsk )'' i I/�• T rl " ° Ni3C" 8' 3 EFnd �,_N75 -05� 2 :3 cb/dh cb dslr nd, _ i 158 :�OROPQSED._.: J ;en fnd SETBACK SUMMARY �r• k DRIVEWAY Lf ;1 13.5 I -Existing Minimum Front Yard Setback 10.0' _.........................._ Proposed mum Front Yard Setback -\ ropo ed Minimum 12.5' CC t.21 & ink 1 ouse 1 y a s ue „�• 15.E Existing Minimum Side Yard Setback - 8.9' LOCATION IUTAP. PROF?OSEQ? P i 9 ins action Proposed Minimum Side Yard Setback 15.4' d'. Patio POOL t' 4 PROPOSED 1 =2,000± ,,.:. I GARAGE suet rive AREA CALCULATIONS `` lawCover Lot Area 24,160f SF ASSESSORS REF: L.-- -'A-1 r�;' Lot Coverage - 3,923 SF (16.27) LAi Includes Dwelling, Entrance Porch, Map 138, Parcel 014 11ft'G Cesspool t o Garage, & Pool I u, Gross Floor Area - 7,239 SF (29.99) CS 1 N BE R OVED ° t V) o Per Architect ! Pool I � y- N Includes Habitable Areas of Dwelling ' i t 78 5 't o Basement, First, & Second Floors, nd I ! I I Garage Second Floor I I I i p -.• I I I hr 1(d a I I I itlx Silt ' 24.9 q SEPTIC NOTES PERC TEST: 13,367 CourPERFORMEDBY.•CHARLES ROWLAND,EIT-SULLIVAN p! o i `mot r r J Yard I 1.Location of Utilities Shown on This Plan Are Approx.At Least 72 Hours ENGRVEERING l Prior to Any Excavation For This Project the Contractor Shall Make SOIL EVALUATOR NO.13586 t?I I L the Required Notifications to Dig Safe(1-888-344-7233)and contact WITNESSED BY DAVID STANTON,R.S.-TOWN OFBARNSTABLE NLo 1 _- ,MN ,�°� Sullivan Engineering&Consulting Inc.(508-428-3344). 3anuery 4,2016 Gravel,,. 2.The Contractor is Required to Secure Appropriate Permits From Town Agencies For Construction Defined by This Plan. ANY 3.Wherever Sewer Lines Must Cross Water Supply Lines Both Lines Shall TEST HOLE-I EL.21.0 TEST HOLE-2 EL.21.0 Be Constructed of Class 150 Pressure Pipe and Shall be Water Tested to AE.LAYER 1oYK3ti AEa AYt7oYlt?13..::.'.:... PROPOSED ! p Assure Watertightness. In General,Water Lines Shall be constructed in IYAMAR0wlv:'::':':':''':': viRK Bxowiv \ DWELLINt�.t y w jf Dwelling ! d Coordination With COMM Water,and Shall be in Accordance 1 " sar�nrit ::':':':':':':::'::20.2 10" SaniDYii)Aim'::':'::':':':':':':`:20.2 sn \ ! B 1:A.YER.1'OYR'5/6::..w..... B'L 0.YER.]OYR.9AS: # ! rt With 248 CAR 1.00-7.00&310 CMR 15.00. ` \ 202 Sea View Ave. ,� ilioivlslsiiol: iiinirisFi'aRos�iv::':::';::: I 4.A Minimum of9 ofCoveris Required for All Components. 28": i oAKiYsaNli:':'::::::':... 1&7 28". LOAIKYSAND::':':'::':':'.... 1&7 m 5.All Structures Buried Three Feet or More or Subject Cl LAYERIOYR 618 CI LAYERIOYR 6✓8 Sill 25.03' 4° I o ' to Vehicular Traffic to be H-20 Loading.It is the Engineer's BROWMSH YELLOW BROA M.SAND o Gorden x ! Recommendation thatH-20Alwa be Used 38" �n D SAND 17a 40^ ItnsD.sArm 17 6 C2 LAYER IOYR 7/3 C2 LAYER IOYR 7/3 �•'' �. 6.Install Watertight Risers and Covers to Within 6"ofFinished Grade VERYPALEBROWN VERYPALEBROWN lit h es ! Over Septic Tank Inlet,U.and Outlet,D-Box,and one Leaching Chamber. MED SAND MED.SAND All covers are to be maximum 18"for concrete or 24"Cast Iron. PERC TEST 17.5 .. ......,. , ....... i 25 GALLONS GONE 1N 9 MQV. ,..,, I I 7.Septic System to be Installed in Accordance With 310 CAR 15.00& 132 PERC RATE<2 AdMIN(LTAR-0.74) 10.0 132 10.0 '0 fnw 'a" ! I 248 CAM I.00-7.00 Latest Revision and the Tows ofBamstable NO GROUNDWATER ENCOUNTERED NOGROUNDWATERENCOUNTERED .......� Board ofHealtb Regulations. i \ 23_y ! 8.All Piping to be Sch.40 PVC. a� 9.D-Box Shall Have a Minimum Inside Dimension of 12;and a Minimum _ Sump of 6". TEST HOLE-3 Et.23.0 TEST HOLE-4 EL.23.o ..�---.'�. � OPbSED PR Lot B 1 %AIK10.Septic Tank shall be a 2,000 Gallon,with 2 Compartments. :S rxdiarsiioilv.'::.:.'......" w:iRxsRowlv..':...'.'.'. ITi-2 '',. `c. The First Compartment Shall Have a Volume ofNot Less Than !Area 24,160f SF , - Q mph 10" sai�n�i dam'....- 22.2 12" ..'.':.'..'.'..'.§ai�rici�iii'.'.:....'.'.:.'.Z .'B LAYER:1 .o 4 1,320 Gallons and the Second of Not Less than 660 Gallons. BYR,5!e B LAYER.IbYR.5�6. . I Q ED .o1;'6 The Compartments Shall be Interconnected by a Minimum 4"0 YELLOWISHBROJWN:':':'::'.': .. YELLOWISP] j \ 'DI�JVEWA'Y Vented Inverted U-Shaped Pipe with a Gas Baffle on the Outlet. 26".• ioAHIYSAxD.':': : 20.8 24".'.'':: ::.LOAMY SAND:'.':'.':'.':':':::'21.0 /� C1 LAXERI0YR618_ CI LAYER10YR618 11.The Separation Distance Between the Septic Tank hilets and BROwMSH YELLOW BRowMsx YELLOW i V• / Outlets Shall be No Less tbm the Liquid Depth.Inlet Tees Shall Extend MED.SAND 5o AM.SAND 1&8 I - OPOS� C2 LAYER 10YR 713 ? a Minimum of 10"Below the Flow Line.Outlet Tees Shall Extend 19" 30" PERC TEST 25 GALLONS GONG IN 9 MIIV 20 VERYPALEBROWN I :• tL1 Below the Flow Line,and Shall be Equiped With a Gas Baffle. qg PERC RATE<2 M1N/EV TAR-0.74) 19.6 MED.SAND ! D-BOX y % ' C2 LAYER IOYR 713 I VERYPALEBROWN /rtit tYy 13 MED SAND 13.0 132 13.0 _ -PRO. &A.S NOGROUNDWATERENCOUNTERM NOOROUNDWATMENCOUNTEM0 50'-6" , J DESIGN DATA SITE PASSED ! C I •. Single Family ! .:1 100x RESERVE -6Bedroom Qa 110 GPD r1 I :.•. • ;•� C4 %`l No Garbage Grinder Total Daily Flow=660GPD / Use a 2000 Gal 2 Compafinent Septic Tank / LEACHING AREA 660 GPD/0.74(LTAR)=892 SF Required N75' 05 20"E --- SidewaU=2(12!10"+50'-6")2'=253 SF Finish Grade 263.42 ° d,1e• Bottom Area=(12-l0"x 50'-6")=647 SF 3'Max. l TBM- Total Provided=900 SF 9" Min Compacted Fill EL 20.8 Filter \ Fabric 1/ ,; LEACHING CHAMBER DESIGN And/Or Sea Vie w % A,/en/ ,e All 0 Gal.o be hiag le 40. Use 1 Pea stone"G1, YY . Y (,�/ 5-500 Gal.Leaching t:7rambas in a" 3' H-20 3/4" _ t 1/2" 12'40"x 50'-6"Double Wasled Stone Field as Shown. LEACHING Double washed CHAMBER Stone g pave - I 4' - 10" 12'-10" cb/dh CROSS SECTION OF CHAMBER fnd cb/dh NOT TO SCALE Leg end: fnd Lot 4 Q 5 Cedar Tree v E v a .� V1 See Note 6 (typ.) \�U F.G. EL. 24.00•-'Final Foundation Gradin To Be Deciduous Tree C O Coordinated andscape Plan C - CL Flow Equilizers EL. 20.2 _ :..r As Required Installer To 2000 Gallon y"=., Confirm Prior `L' Comportmen Coniferous Tree O To Any Work Septic Tank 18. 0 Too EL: 18,00 Y H-20 SEE NOTE 10& 11 O-Box 1 X25 Light Post 9 NOTES ` P H-tog Wetland Fla ■ \ hamber F BeBa Installed On /�a e om ace ase _ Bedding,"T"s, El Concrete Bound OF Inspection Port, ;1Jr:R`i�iciatirittieer1;A�eitiatii�:86;R'i`In�'gii P ... ....................... ..gP............. 1) Datum used IS NA VD 88. SS &Baffels `AH;>3Aszri�rti3o» WY3Fih::;`�.;;a1>:,> -0 Guy as Per Title 5 '71lf0:.:QttXF'P4FFIff1Q>'er v1 TtifP'SY13'1arA;" 'n utility Pole 2) Structures were located using conventional T. . surveying methods. RO p OHW- Overhead Wires o No Groundwater 25 Elevation contour 3) Property line information shown was L y Per Test Hole 1 complied from available record information. DEVELOPED PROFILE OF SYSTEM _EL. 2 Groundwater . S. Underground Utility Line NOT TO SCALE Per T.O.B. Standard IDNAL Revision: Move the proposed garage 4' south and the 101312016 proposed house 2 south. TITLE: Site Plan PREPARED FOR: PREPARED BY.• _ EngineeringAlliegro �, Proposed Improvment$ X A t Consulting, Inc. iv 202 Sea View A Venue (508)428.3344 ° P.O. Box 659 . 7 Parker Road, Osterville, MA 02655 p secl@sullivanengin.com ° www.suilivanengin.com Barnstable (Ostervill.e) Mass. Draft: CTR 20 0 10 20 40 60 DATE: April 4r 2016 SCALE: 1„_20, Review: JOD p Prol• # 28009