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HomeMy WebLinkAbout0065 REDBERRY LANE - Health 65 Redberry Lane A = 047 —012 — 004 - - - -- ---- - -- ---- - - Marstons Mills i tib I i i t f l ni Doc:1v356s758 10—f8-•2018 1s28 BARNSTABLE LAND -COURT REGISTRY NOTICE: The Town of Barnstable recommends that the applicant seek legal advice to prepare a properly worded deed restriction document DEED RESTRICTION WHEREAS, V0 fv'-ex a fi/0 61- of e (o s name) YC NA rej 1 S' MA (address) is the owner of End� located ' � n (addre s at Gyt`A t�s�"D VZS l�� MA (hereinafter referred to as R V I vvl Gt y\- rec, Vl.L and being shown on a plan entitled "Subdivision of Land in MA, Property of , et A duly recorded In Barnstable County Registry of Deeds in f� Book j U Z4 1 , Page 13 ; Or on Land Court Plan Number 35S aq E c� P WHEREAS, 0h ffj M fA1 1110 f:VQ ZJetas the owner of said lot has (owner's name agreed with the Town of Barnstable Board of Health to a restriction as to the number of bedrooms which can be included in any home'built on said lot as a pre-condition to obtaining a disposal works construction permit in compliance with 310 CMR 15.000 State Environmental Code,Title V, Minimum Requirements for the Subsurface Disposal of Sanitary Sewage; WHEREAS, the Town of Bamstable Board of Health, as a pre-condition to granting a disposal works construction permit for a septic system in compliance with 310 CMIT 15.200, State Environmental Code,Title V, Minimum Requirements for the Subsurface Disposal of S ,11 ;and;airtl'�bfizl�lg the issuance of a building permit for the const RFion of a�single family home on this property, is requiring that the agreement fo 1� fesriatIo ;;.n-th`e numbee,of bedrooms in any house constructed on the lot be ut on-record with the;-Zw Barnstable Couniy,Regist. gf Deeds by recording this document i �ruZre� 00 �ol��� ins►�uzl �' 00 NOW, THEREFORE, /( does hereby place the .-t (ownees name) I II V4 following restriction on his above-referenced land in accordance with his cc agreement with the Town of Barnstable Board of Health, which restriction shall U) run with the land and be binding upon all successors in title: lk '0 'I. lX� ��(�+-YJ��f��/ �� Ni�((SrbV�S 11/1►(js may have constructed M (address) ���J ,� Y upon the�,IP#- a house ontaining no more than `5edrooms. �h+-(�()N V)� O WIr agrees that this shall be permanent deed . �if'Y (oumers name) 0 6 iZ2d6�r,r y Ly) ' o restriction affecting located on A aV'S+ayts Milts WA, and being shown on the plan record d 'n fliarl-B y L3 ,-Raged- 4?-09 3—'PIOr on Land Court Plan* Plan For tide of see the following deed: Book .l0-7 q Page . Or Land Court Certificate of Title Number ec to as a s ed instrument day bf OW/Ws Anature w4l� �'Y117444 OwneM signature Owners signature EOMMONWEALTH OF MASSACHUSETTS SS Z032� Then personally ap eared the above-named known to me to be-the pars n who executed the foregoing'instrument and acknowled ed the same to bed free act and deed, before me, Notary = ►r,,, Public . My commission xplre / °�� tssr % NASHIRA'R.:.,,GWDDEN a�- ��Q�( 7'PFt' :o .Notary Pt bfFc ' •'w.�, 0 COMMONweutxof M CWRM (date) MY..Cohinrieaoh=�Zpkai �'• `. .rt t 27,1021 BARNSTABLE REGISTRY 0�DEEDS ":° `'r, 6 deedr , ►� r�' w .,'. FJOHIN RNSTABLE COUNTY JQhQ F, Meade Register `�°' EGISTRY OF DEEDS TRUE COPY,ATTEST F.MEADE,REGISTER TOWN OF BARNSTABLE =;LOCATION Z S RcvQ.NerrM L#J. . SEWAGE# QO)07•S? VILLAGE M. M;I I ASSESSOR'S MAP&PARCEL AI/7 • 1,2•- INSTALLER'S NAME&PHONE NO. ,(3+p Cxc-am4 i oe% y77. OGS 3 SEPTIC TANK CAPACITY Isoo qQ,j i LEACHING FACILITY:(type)�3 &,tene�.eS Pi t ize) 4x3 x33 NO.OF BEDROOMS 3 OWNER PERMIT DATE: �� •/Z -/ COMPLIANCE DATE: 3• )3• )�, Separation Distance Between the: Maximum Adjusted Groundwater.Table to the Bottom of Leaching Facility Feet Private Water Supply Well and Leaching Facility(If any wells exist on site or within 200 feet of leaching facility) Feet Edge of Wetland and Leaching Facility(If any wetlands exist within 300 feet of leaching facility) Feet FURNISHED BY A!_3o9 Az 8 Z:22' Part A3-'51'w4 :V-4 59' 3" Pail (co' s Z A e REAR No. - /- THE COMMONWEALTH OF MASSACHUSETTS FEE BOARD OF HEALTH 6\61(A OF 7&n—L, tnb APPLICATION FOR DISPPSAL SYSTEM CONSTRUCTION PERMIT Application for a Permit to Construct ( ) Repair ( ) Upgrade ( ) Abandon ( ) - []Complete System ❑Individual Components 6 6 7i Eo hc,rr y LD—A-t_ M�1 II S e h n ocat' n wn is Name Map/Parcel# O/_L J_ ;L j Address ��n �- Lot^ -Down bowtn�l Tel phone# - l'� (n��jjb 1 1 t � Inst ame14 Aot sign 's a e - cnm � ,t A dress Telephone# 1/b^�) � Telephone# Type of Building: t Lot Size Sq.feet Dwelling—No.of Bedrooms s3 Garbage Grinder ( ) Other—Type of Building No.of persons Showers ( ), Cafeteria ( ) Other fixtures Design Flow(min.required).J gpd Calculated design flow gpd Design flow provided5 gpd Plan: Date Number of sheets Revision Date Title -�' Description of Soil(s) Soil Evaluator Form No. Name of Soil Evaluator Date of Evaluation DESCRIPTION OF REPAIRS OR ALTERATIONS The undersigned agrees to install the above described Individual Sewage Disposal System in accordance with the provisions of TITLE 5 and further agrees not to place the system in operation until a Certificate of Compliance has been issued by the Board of Health. Signed Date 112� Inspecti FORM t - APPLICATION FOR DSCP DEP APPROVED FORM 5/96 ++, .yw.. .r^+:. ..,5.- r "v-, -.rr'e � `, _,...r'ejyt!',yv �-Y•v'..y. -f.._fitrr'1�_�.rwr` ..tw1'er'l"✓Yi:}r,y���. r " �r' ro. Yre;,' r-..t+t" .�,��'.�- ,-_-. ... ., , No. 1 THE COMMONWEALTH OF MASSACHUSETTS / FEE BOARD OF HEALTH APPLICATION FOR DISP SAL SYSTEM CONSTRUCTION PERMIT Application for a Permit to Construct ( ) Repair ( ) Upgrade ( ) Abandon ( ) - ❑Complete System ❑Individual Components _Cv eo ht°�r v -�-n�e 11_ Jo�h n i rc►yz Y lia...L/ L� iP.'C.�1 i..C..- - t�J I�l.r lJ1..��'Nwn rN.�CA 0 A u Map/Parcel# L flt/ !�/_1.1 ! + Address I' Lot# Telephone# ' n -'Dow n C -ae r_�� , r�PP Install ss,Name I Design is Na e 19 `r-enbl?rrU ll /Np- I�ja U G?� � �n��- Svc I /Address Address 50� ��z-�ti41 Telephone It 'Telephone# M Type of Building: �CS tdQ,�N LC. Lot Size Sq.feet Dwelling—No.of Bedrooms Garbage Grinder Other—Type of Building No.of persons Showers ( ), Cafeteria ( ) Other fixtures Design Flow min.required) d Calculated design flow d Design flow provided / 'E g ( ) gp g gP g P gpd Plan: Date 1 IIL Number of sheets Revision Date Y Title l i+Lr b 54e. Pion Description of Soil s I Ili O P ii Soil Evaluator Form No. Name of Soil Evaluator Date of Evaluation DESCRIPTION OF REPAIRS OR ALTERATIONS r The undersigned agrees to install the above described Individual Sewage Disposal System in accordance with the provisions of TITLE 5 and further agrees not to place the system in operation until a Certificate of Compliance has been issued by the Board of Health. Signed _ Date 3 Inspections ��� s FORM 1 - APPLICATION FOR DSCP DEP APPROVED FORM 5/96 Y No.�AJ/'19 `J�` THE COMMONWEALTH OF MASSACHUSETTS FEE BOARD OF H E A LT H SCE-RTIFICATE OF COMPLIANCE Description of Work: ❑ Individual Component(s) Complete System The undersigned hereby certify that the Sewage Disposal System;Constructed( ),Repaired( ),Upgraded( ),Abandoned( ) by: �Xcnyof ion 1 -a at �P 5 �e� _I �a! La," , has been installed in accordance with the provisions of 310 C R 15.00 (Title 5) and the approved design plans/as-built plans relatin, to a lication No!b/ dated �7 . Approved Design Flow (gpd) Installer �J ' 1kIr(l v I T(6n r Designer: i/o(,�) �r�-QQ� 1" nCtInspector . �V— 9 :L Date R The issuance of this certificate shall not be construed as a guarantee that the system will function as designed. FORM 3 - CERTIFICATE OF COMPLIANCE DEP APPROVED FORM 5/96 No.t— C:9- � THE COMMONWEALTH OF MASSACHUSETTS FEE �Ut i � r -BC.1(nS�Ct �.� BOARD OF HEALTH DISPOSAL SYSTEM CONSTRUCTION PERMIT Permission is herebg gr nted to Construct (, ) Rep�r ( ) 1Upgrade ( ) Abandon ( ) an individual sewage disposal system at ez, (_R.... O(P 51'l�fi �_ as described in the application for Disposal System Construction Permit No. dated Provided: Construction shall b completed within three years of the date Ithis. er 't. log' 1 conditions must be met. Date Board of Hh�. 1 i — FORM 2 - DSCP DEP APPROVED FORM S/96 j FORM 1255 (REV 5/96) H&W HOBBS&WARREN TM PUBLISHERS- BOSTON r Commonwealth of Massachusetts Title 5 Official Inspection Form Subsurface Sewage Disposal System Form -Not for Voluntary Assessments 65 Redberry Property Address John Frazier Owner Owner's Name information is required for every Marston Mills MA 02648 2/15/12 page. Cityrrown State Zip Code Date of Inspection Inspection results must be submitted on this form. Inspection forms may not be altered in any way. Please see completeness checklist at the end of the form. Important:When j filling out forms A. General Information on the computer, 1� use only the tab . key to move your 1 Inspector: cursor-do not Ricky L. Wright - use the return �> -� key. B& B Excavation,lnc. Q Company Name � 4n 14 Teaberry Lane A Company Address Forestdale MA 1102644 02644 Citylrown State `Zip Code K) 508-477-0653 S14595 Telephone Number License Number B. Certification I certify that I have personally inspected the sewage disposal system at this address and that the information reported below is true, accurate and complete as of the time of the inspection. The inspection was performed based on my training and experience in the proper function and maintenance of on site sewage disposal systems. I am a DEP approved system inspector pursuant to Section 15.340 of Title 5(310 CMR 15.000). The system: ❑ Passes ❑ Conditionally Passes ® Fails ❑ deeds Further Evaluation by the Local Approving Authority 2/15/12 Inspector's Signature Date The system 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 inspection does not address how the system will perform in the future under the same or different conditions of use. t5ins•11/10 1 WIM:Subsurface Sewage Disposal System•Page 1 of 17 i Commonwealth of Massachusetts w Title 5 Official Inspection Form Subsurface Sewage Disposal System Form -Not for Voluntary Assessments M 65 Redberry Property Address John Frazier Owner Owner's Name information is required for every Marston Mills MA 02648 2/15/12 page. City/Town State Zip Code Date of Inspection B. Certification (cont.) Inspection Summary: Check A,B,C,D or E/always complete all of Section D A) System Passes: ❑ 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: B) System Conditionally Passes: ❑ One or more system components as described in the"Conditional Pass" section need to be replaced or repaired. The system, upon completion of the replacement or repair, as approved by the Board of Health, will pass. Check the box for"yes", "no" or"not determined" (Y, N, ND)for the following statements. If"not determined," please explain. The septic tank is metal.and over 20 years old" or the septic tank(whether metal or not) is structurally unsound, exhibits substantial infiltration or exfiltration or tank failure is imminent. System will pass inspection if the existing tank is replaced with a complying septic tank as approved by the Board of Health. A metal septic tank will pass inspection if it is structurally sound, not leaking and if a Certificate of Compliance indicating that the tank is less than 20 years old is available. ❑ Y ❑ N ❑ ND (Explain below): t5ins-11/10 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 2 of 17 Commonwealth of Massachusetts W Title 5 Official Inspection Form Subsurface Sewage Disposal System Form - Not for Voluntary Assessments M 65 Redberry Property Address John Frazier Owner Owner's Name information is required for every Marston Mills MA 02648 2/15/12 page. Cityrrown State Zip Code Date of Inspection B. Certification (cont.) B) System Conditionally Passes (cont.): ❑ Observation of sewage backup or break out or high static water level in the distribution box due to broken or obstructed pipe(s)or due to a broken, settled or uneven distribution box. System will pass inspection if(with approval of Board of Health): ❑ broken pipe(s) are replaced ❑ Y ❑ N ❑ ND (Explain below): ❑ obstruction is removed ❑ Y ❑ N ❑ ND (Explain below): ❑ distribution box is leveled or replaced ❑ Y ❑ N ❑ ND (Explain below): ❑ The system required pumping more than 4 times a year due to broken or obstructed pipe(s). The system will pass inspection if(with approval of the Board of Health): ❑ broken pipe(s) are replaced ❑ Y ❑ N ❑ ND (Explain below): ❑ obstruction is removed ❑ Y ❑ N ❑ ND (Explain below): 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 15ins•11/10 Title 5 Official Inspection Form:Subsurface Sewage Disposal System-Page 3 of 17 n Commonwealth of Massachusetts Title 5 Official Inspection Form Subsurface Sewage Disposal System Form -Not for Voluntary Assessments 65 Redberry Property Address John Frazier Owner Owner's Name information is required for every Marston Mills MA 02648 2/15/12 page. Cityrrown 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. 3. Other: D) System Failure Criteria Applicable to All Systems: You must indicate"Yes" or"No"to each of the following for all inspections: Yes No ® ❑ Backup of sewage into facility or system component due to overloaded or clogged SAS or cesspool ❑ ® Discharge or ponding of effluent to the surface of the ground or surface waters due to an overloaded or clogged SAS or cesspool ❑ ® Static liquid level in the distribution box above outlet invert due to an overloaded or clogged SAS or cesspool ❑ ® liquid depth in cesspool is less than 6" below invert or available volume is less than 1/2 day flow l5ins•11/10 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 4 of 17 Commonwealth of Massachusetts Title 5 Official Inspection Form Subsurface Sewage Disposal System Form - Not for Voluntary Assessments 4M 65 Redberry Property Address John Frazier Owner Owner's Name information is required for every Marston Mills MA 02648 2/15/12 page. Cityrrown State Zip Code Date of Inspection B. Certification (cont.) Yes No ❑ ® Required pumping more than 4 times in the last year NOT due to clogged or obstructed pipe(s). Number of times pumped: ❑ ® Any portion of the SAS, cesspool or privy is below high ground water elevation. ❑ ® Any portion of cesspool or privy is within 100 feet of a surface water supply or tributary to a surface water supply. ❑ ® Any portion of a cesspool or privy is within a Zone 1 of a public well. ❑ ® Any portion of a cesspool or privy is within 50 feet of a private water supply well. ❑ ® Any portion of a cesspool or privy is less than 100 feet but greater than 50 feet from a private water supply well with no acceptable water quality analysis. [This system passes if the well water analysis, performed at a DEP certified laboratory,for fecal coliform bacteria indicates absent and the presence of ammonia nitrogen and nitrate nitrogen is equal to or less than 5 ppm, provided that no other failure criteria are triggered. A copy of the analysis and chain of custody must be attached to this form.] ❑ ® The system is a cesspool serving a facility with a design flow of 2000gpd- 10,000g pd. ® ❑ The system fails. I have determined that one or more of the above failure criteria exist as described in 310 CMR 15.303, therefore the system fails. The system owner should contact the Board of Health to determine what will be necessary to correct the failure. E) Large Systems: To be considered a large system the system must serve a facility with a design flow of 10,000 gpd to 15,000 gpd. For large systems, you must indicate either"yes" or"no"to each of the following, in addition to the questions in Section D. Yes No ❑ ❑ the system is within 400 feet of a surface drinking water supply ❑ ❑ the system is within 200 feet of a tributary to a surface drinking water supply ❑ ❑ the system is located in a nitrogen sensitive area (Interim Wellhead Protection .Area—IWPA) or a mapped Zone 11 of a public water supply well If you have answered"yes" to any question in Section E the system is considered a significant threat, or answered "yes" in Section D above the large system has failed. The owner or operator of any large system considered a significant threat under Section E or failed under Section D shall upgrade the system in accordance with 310 CMR 15.304. The system owner should contact the appropriate regional office of the Department. t5ins•11/10 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 5 of 17 Commonwealth of Massachusetts Title 5 Official Inspection Form a Subsurface Sewage Disposal System Form -Not for Voluntary Assessments 'G M 65 Redberry Property Address John Frazier Owner Owner's Name information is required for every Marston Mills MA 02648 2/15/12 page. Citylrown State Zip Code Date of Inspection C. Checklist Check if the following have been done. You must indicate"yes" or"no" as to each of the following: Yes No ❑ ® Pumping information was provided by the owner, occupant, or Board of Health ❑ ® Were any of the system components pumped out in the previous two weeks? ❑ ® Has the system received normal flows in the previous two week period? ❑ ® Have large volumes of water been introduced to the system recently or as part of this inspection? ® ❑ Were as built plans of the system obtained and examined? (If they were not available note as N/A) ® ❑ Was the facility or dwelling inspected for signs of sewage back up? ® ❑ Was the site inspected for signs of break out? ® ❑ Were all system components, excluding the SAS, located on site? ® ❑ Were the septic tank manholes uncovered, opened, and the interior of the tank inspected for the condition of the baffles or tees, material of construction, dimensions, depth of liquid, depth of sludge and depth of scum? ❑ ® Was the facility owner(and occupants if different from owner) provided with information on the proper maintenance of subsurface sewage disposal systems? The size and location of the Soil Absorption System (SAS)on the site has been determined based on: ® ❑ Existing information. For example, a plan at the Board of Health. ® ❑ Determined in the field (if any of the failure criteria related to Part C is at issue approximation of distance is unacceptable) [310 CMR 15.302(5)] D. System Information Residential Flow Conditions: Number of bedrooms(design): 3 Number of bedrooms(actual): 3 DESIGN flow based on 310 CMR 15.203 (for example: 110 gpd x#of bedrooms): 330 t5ins-11/10 Title 5 Official Inspection Form:Subsurface Sewage Disposal System-Page 6 of 17 Commonwealth of Massachusetts Title 5 Official Inspection Form Subsurface Sewage Disposal System Form - Not for Voluntary Assessments M 65 Redberry Property Address John Frazier Owner Owner's Name information is required for every Marston Mills MA 02648 2/15/12 page. City[Town State Zip Code Date of Inspection D. System Information Description: Number of current residents: 5 Does residence have a garbage grinder? ❑ Yes ® No Is laundry on a separate sewage system? [if yes separate inspection required] ❑ Yes ® No Laundry system inspected? ❑ Yes ® No Seasonal use? ❑ Yes ® No Water meter readings, if available last 2 ears usage n/a 9 ( Y 9 (gPd))� Detail: Sump pump? ❑ Yes ® No Last date of occupancy: current Date Commercial/Industrial Flow Conditions: Type of Establishment: Design flow(based on 310 CMR 15.203): Gallons per day(gpd) Basis of design flow(seats/persons/sq.ft., etc.): Grease trap present? ❑ Yes ❑ No Industrial waste holding tank present? ❑ Yes ❑ No Non-sanitary waste discharged to the Title 5 system? ❑ Yes ❑ No Water meter readings, if available: t5ins-11/10 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 7 of 17 Commonwealth of Massachusetts 4 ro Title 5 Official Inspection Form o Subsurface Sewage Disposal System Form - Not for Voluntary Assessments �M 65 Redber ry Property Address John Frazier Owner Owner's Name information is required for every Marston Mills MA 02648 2/15/12 page. Cityrrown State Zip Code Date of Inspection D. System Information (cont.) Last date of occupancy/use: Date Other(describe below): General Information Pumping Records: Source of information: Was system pumped as part of the inspection? ❑ Yes ❑ No If yes, volume pumped: gallons How was quantity pumped determined? Reason for pumping: Type of System: ® Septic tank, distribution box, soil absorption system ❑ Single cesspool ❑ Overflow cesspool ❑ Privy ❑ Shared system (yes or no) (if yes, attach previous inspection records, if any) ❑ Innovative/Alternative technology. Attach a copy of the current operation and maintenance contract(to be obtained from system owner)and a copy of latest inspection of the I/A system by system operator under contract ❑ Tight tank. Attach a copy of the DEP approval. ❑ Other(describe): t5ins-11/10 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 8 of 17 Commonwealth of Massachusetts . Title 5 Official Inspection Form Subsurface Sewage Disposal System Form - Not for Voluntary Assessments y( 65 Redberry G„ Property Address John Frazier Owner Owner's Name information is required for every Marston Mills MA 02648 2/15/12 page. Cityrrown State Zip Code Date of Inspection D. System Information (cont.) Approximate age of all components, date installed (if known) and source of information: 1991 Were sewage odors detected when arriving at the site? ❑ Yes ® No Building Sewer(locate on site plan): Depth below grade: 3 feet Material of construction: ❑ cast iron ®40 PVC ❑ other(explain): Distance from private water supply well or suction line: >20feet Comments (on condition of joints, venting, evidence of leakage, etc.): At time of inspection, building sewer appeared to be in good condition with no signs of leakage. Septic Tank(locate on site plan): Depth below grade: 2 feet Material of construction: ® concrete ❑ metal ❑ fiberglass ❑ polyethylene ❑ other(explain) If tank is metal, list age: years Is age confirmed by a Certificate of Compliance? (attach a copy of certificate) ❑ Yes ® No Dimensions: 5'8"x5'8"x10'6" Sludge depth: no sludge t5ins•11/10 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 9 of 17 Commonwealth of Massachusetts Title 5 Official Inspection Form Subsurface Sewage Disposal System Form - Not for Voluntary Assessments ;M 65 Redberry Property Address John Frazier Owner Owner's Name information is required for every Marston Mills MA 02648 2/15/12 page. Cityrrown State Zip Code Date of Inspection D. System Information (cont.) Septic Tank(cont.) Distance from top of sludge to bottom of outlet tee or baffle no sludge Scum thickness no scum Distance from top of scum to top of outlet tee or baffle no scum Distance from bottom of scum to bottom of outlet tee or baffle no scum How were dimensions determined? scour stick Comments (on pumping recommendations, inlet and outlet tee or baffle condition, structural integrity, liquid levels as related to outlet invert, evidence of leakage, etc.): At time of inspection tank appears to be structurally sound ,no sign of leakage. Grease Trap (locate on site plan): Depth below grade: feet Material of construction: ❑ concrete ❑ metal ❑ fiberglass ❑ polyethylene ❑ 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: Date t5ins•11/10 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 10 of 17 Commonwealth of Massachusetts Title 5 Official Inspection Form Subsurface Sewage Disposal System Form -Not for Voluntary Assessments ,M 65 Redberry Property Address John Frazier Owner Owner's Name information is required for every Marston Mills MA 02648 2/15/12 page. Cityrrown State Zip Code Date of Inspection D. System Information (cont.) Comments(on pumping recommendations, inlet and outlet tee or baffle condition, structural integrity, liquid levels as related to outlet invert, evidence of leakage, etc.): Tight or Holding Tank(tank must be pumped at time of inspection) (locate on site plan): Depth below grade: Material of construction: ❑ concrete ❑ metal ❑ fiberglass El polyethylene El other(explain): Dimensions: Capacity: gallons Design Flow: gallons per day Alarm present: ❑ Yes ❑ No Alarm level: Alarm in working order: ❑ Yes ❑ No Date of last pumping: Date Comments(condition of alarm and float switches, etc.): *Attach copy of current pumping contract(required). Is copy attached? ❑ Yes ❑ No t5ins•11/10 Title 5 Official Inspection Form:Subsurface Sewage Disposal System-Page 11 of 17 L N' Commonwealth of Massachusetts Title 5 Official Inspection Form Subsurface Sewage Disposal System Form - Not for Voluntary Assessments 4�M �< 65 Redberry Property Address John Frazier Owner Owner's Name information is required for every Marston Mills MA 02648 2/15/12 page. Cityfrown State Zip Code Date of Inspection D. System Information (cont.) Distribution Box(if present must be opened) (locate on site plan): Depth of liquid level above outlet invert 0 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.): At time of inspection d-box appeared to be structurally sound however staining above invert due to failed S.A.S at one time. Pump Chamber(locate on site plan): Pumps in working order: ❑ Yes ❑ No Alarms in working order: ❑ Yes ❑ No Comments (note condition of pump chamber, condition of pumps and appurtenances, etc.): Soil Absorption System (SAS) (locate on site plan, excavation not required): If SAS not located, explain why: l5ins•11110 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 12 of 17 usetts Commonwealth of Massach W Title 5 Official Inspection Form Subsurface Sewage Disposal System Form - Not for Voluntary Assessments y 65 Redberry 4�M Property Address John Frazier Owner Owner's Name information is required for every Marston Mills MA 02648 2/15/12 page. Cityrrown State Zip Code Date of Inspection D. System Information (cont.) Type: ® leaching pits number: 1 ❑ leaching chambers number: ❑ 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.): At time of inspection leaching, water level was 4' below invert,(recently pumped).Leaching showed signs of being in hydraulic failure solids on top of inlet pipe,also inspected inside walls of piping with camara wich showed signs of solids carryover and stain . Cesspools (cesspool must be pumped as part of inspection) (locate on site plan): Number and configuration Depth—top of liquid to inlet invert Depth of solids layer Depth of scum layer Dimensions of cesspool Materials of construction Indication of groundwater inflow ❑ Yes ❑ No t5ins•11/10 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 13 of 17 Commonwealth of Massachusetts . Title 5 Official Inspection Form Subsurface Sewage Disposal System Form -Not for Voluntary Assessments 65 Redberry Property Address John Frazier Owner Owner's Name information is required for every Marston Mills MA 02648 2/15/12 page. Cityrrown 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.): 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.): t5ins•11/10 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 14 of 17 Commonwealth of Massachusetts W Title 5 Official Inspection Form Subsurface Sewage Disposal System Form -Not for Voluntary Assessments °M 65 Redberry Property Address John Frazier Owner Owner's Name information is Marston Mills MA 02648 2/15/12 required for every 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 1 0 A1 = 15 ' Alz= 291 A3 = M F2__1 -31. = 30 ' T32= 38 ' 3 133 ; 42.6 '( l5ins•11/10 Title 5 Official Inspection Form:Subsurface Sewage Disposal System-Page 15 of 17 Commonwealth of Massachusetts Title 5 Official Inspection Form Subsurface Sewage Disposal System Form - Not for Voluntary Assessments ,M 65 Redberry Property Address John Frazier Owner Owner's Name information is required for every Marston Mills MA 02648 2/15/12 page. Cityrrown State Zip Code Date of Inspection D. System Information (cont.) Site Exam: ® Check Slope P ® Surface water ® Check cellar ® Shallow wells ' Estimated depth to high ground water: >12feet Please indicate all methods used to determine the high ground water elevation: ❑ Obtained from system design plans on record If checked, date of design plan reviewed: Date ® Observed site (abutting property/observation hole within 150 feet of SAS) ❑ Checked with local Board of Health -explain: ❑ Checked with local excavators, installers-(attach documentation) ❑ Accessed USGS database-explain: You must describe how you established the high ground water elevation: Before filing this Inspection Report, please see Report Completeness Checklist on next page. t5ins•11/10 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 16 of 17 r i Commonwealth of Massachusetts . Title 5 Official Inspection Form Subsurface Sewage Disposal System Form -Not for Voluntary Assessments �M 65 Redberry Property Address John Frazier Owner Owner's Name information is required for every Marston Mills MA 02648 2/15/12 page. Citylrown State Zip Code Date of Inspection E. Report Completeness Checklist j ® Inspection Summary: A, B, C, D, or E checked ® Inspection Summary D(System Failure Criteria Applicable to All Systems)completed ® System Information— Estimated depth to high groundwater ® Sketch of Sewage Disposal System either drawn on page 15 or attached in separate file t5ins-11110 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 17 of 17 r f FROM :down cape engineering inc FAX NO. :15083629880 Mar. 14 2012 08:20AM P1- c:1` )Ilk r Y: /rV� "'•;', V�F� lilt Lt:;-T�,�4T�L e� 1_d 4;n••_ W J:.Z1.lL a7 Y 1 „�„�„ 3.El�s�a?s z�, a',.,uRccr,.iT�br�a.tia)1• i �i:E�-0S'C�SLEt�a 11;Pi if t�I Q?al1)h D4@/A!j$wa. �`i;�®t+fl'E."✓ Thomas IQ�iIa)€�a^�im, ��ur�cEtait- 2,60 NLaim SgE•"t,Blymi von%, MA 02601 n1-1ce: ({8-$6'i'1'644 Fix: 509=/90-6..10e[ lx�4rt�nl�n &>ltQ.r;¢ �e r�:�:><tli> rc° rtna�n:tl{buy ice. Hate: 0►4 V\- CQ�J 2. ` H ro,>f ll 11 a: ,C� l� lCY CR. �1Qlla revs: l ! 1.Gg:��.. .... Address: 1 � /-ela-Z 6-KrvL+ws� Oil - _ was issu(-r.a Iie1mlA to iaLstei q (dato) septic �ystc:ui at_ �� .... Y�c:� IJ�,� "A. I-\- ku cd on a des pi drawn by p� ,Q --(i{ddicss)A n i -e, ® / � ciated V I ccltlt that the. scptic: above w,14 iMU11hrl 1911hsl:anlially accorainfy the, dc-sicn, wliicli inlay,LK"hido minor a:ppioyeci ch,,va es ,ue.b. as latctri rel.ncat3E;Ti ()f the di:itributiou box,,n&T. F-elrtic tank. _ I; cerill'y that the serYfic rul.-cronced abo-vc. was instmlled Willi major changes (ij:. m,,eater thou 10' ,'Aeral reloc«tiou of the SAS u1 Uny'VCrf:lral relucailun Of i'o)]IperCIA of.the ;;eriic System) brat iii.accnrrance with State & Local R u..'ations- Plan Tcivisiou or. ccutit%ed IS-hLu?t by <<rsiglPt to fOil.OW, K DF 44 DANIFL A. fu JALA (Ir)staLlo,T's Si.f�ra uy �CIVILL No:465t)2 ()tfs gica's ui}n al )� f l (.Aft.,,T:De:iigut,l:'r, Stl�np fTerej RETUR '.E'0 B&R1+,T,ST'A13U,• i'USLLiC .0TA.J,'.v.R _131VISLON. i:,3?%'T..MCATE (IF .i T,iANCE ;%pr.CU, .Cqc j BF. SaPffi) 9 rcrjF, !$Ey'1'1UL 11T_[S FORTY( AIND..;�'��€?J fr,`B' (-,A IL..M: N-ECBT�T! D BY ' IMi BARMIRtT1ABLE Y iJlB IC Y.4t!'.t'.3:.,IlM 1)fj7jT'AQ -. THANK YO'Cf.. Q: Criliftrai.icm FOTTA-1-26-04.cioC Il Town of Barw �� P# iDepartmplt of regulatory Services a L 5nxrlaTAate 4 Public Heafth Division Date 200 Main Street,Hyunuis MA 02601 Date,Scheduled 7 J Time _ �e ` y D r `oil Suitability Assessuzent for Sewage Disposal } _ i'crYonned By: � { Witnessed By.: LOCATION & GENE,RA]L I T,ORMATION Location Address La Owner's Name Fra-Z 1 e—tr � Address Assessor's Map/Parcel; �l71% —7 Mngiucer's Natuc Owt1 GIaO L NEWCONSTRUM'lON REPAIR Telephonell (3a,,)'36a ` i(5 / Land Use ��a'll.�'i�ai.� Slopes(%) Z Surface Stones IA Distance's From: Open Water Body>30,01 It Possible Wel Areu ,A90 ft Drinking Water Wellft Dralh 73,94)u.ge Way ft Property Line -Q 1P F[ Oilier Yt ,SKETCH: (Street name,dimensions of lot,exact locations of lest holes 8c pert tests,locale wrdands'i s n pratinuly to Boles) k Parent material(geologic)_ ��. Depth to Budrock / 30i7 Depth to Groundwater: 5landing Water in Hole: I Weeplhg('I'Ull) Pit Ntoe— Estimated Seasonal High Ground Water ]DIET E][ZI1UNA7['l[ON J 1 OR SlLASO A,]L HIGH WATER TABLE E IYlcll,od used: Depth Observed standing in obs.hole: —In,In, Depth to 50JI IkIUtl1.5Y: 4 lu, Dcp1h to weeping;from side of obs.hole: _ III, dYUlllldWuler Ati�uStntent a� I'r. Index Well 9 Rcading Date: Index Well level Adtk f0etor 4 ,Ad�,Onpundwtiler Uvel IC'JCRCOLA TI.OZ'§ '71EST - date k1u18 Observation Hole# Time to 9' 11 Depth of Pere Tln'ip at 6" _ Slatt Pre-soak Time @ �'I5 _ CA,� Time(9"-6") End Prc-soak G .a Rate Min./Inch I �� Site Suilabi lily Assessment: Site Passed Sil�-Failed: Addilionul Tcsling Needed(Y/N) Original: Public Health Division Observation Hoh Data To Be Completed on Back----------- *-"*If Pei-colatiou test is to be coaaductecl vvitiriaa 100' of vvetlaaacll, you must first notify tile, Barnstable Conse}vntiou Division at least olle (I) Wee➢c prior to begin nillog. QAS EPTIC\PLIiCFORM.DOC LOG Depth from Soil Ilorizon HoleSur(nce(in.) Soil Texlure Sail Color (USDA).. Soil, Other (Mansell) Mottling (5bucture,Stones;Boulders, Con iste c ravel to 1-=� 0 2 �L rhGS (o14 D]EICI� O.RS]C]I31�ATIION HO]L.1C L0G Depth from Soil Horizon Soil Texture Hole # F Surface(in.) Soil Color (USDA) Soil • ' ) (Mansell) MottlingOther (Structure,Stones, Boulders. Ong is e c %Crnvel p DEEP ®1RS]CR (UA De �']f�I�HOLE ]L®� Depth from Soil Horizon # Surface(in.} Soil Texture 5011 Cola[ (USDA) (Mansell) soil Other Mottling (,!structure,Stones,boulders. Co siste q ' _-- _ ]D1]EIE 3, 0-p"s]CRVA71'ION TIO'LE Depth from Soil.Horizon LOG -Hole# Surface(in) Soil Texture Soil Color (USDA) •• SQII -Other (Munsell) Motlling (Structure,Stones;Boulders, Co sistenoy gb Ora4PeL- r e ]1Vood Insurance Rate Map. Above 500 year flood boundary No Yes Within 500 yenr boundary No Within 100 year flood boundary No Yes �� ��� 0�'1'�It�lnlr�l8yr ��cua>r>ru_niD]ED�¢vaous 11Raterlal Does,t least four fe©t of n 'aturally occurring pervious meter{al exist in all areas observed thrpughout the al-ea proposed for the soil absorption system7 if not, what is the depth of naturally occurring 1�ervio s_maYel'i�l 7 _� C�ea�til$--- sca>t�®oD 9 • A certify that onC.�s Q , (date)'I have passed the soil evaluator examination approved by the D�epartmont of Environmental.Protection and that the above analysis was performed by me consistent with Ole required training, expertise and experience described in CAR 15.017, Signature Date ��► �r Q:IS.HPTICTERCCOIW DOC TOWN OF BARNSTABLE LOCATION �A SEWAGE # VILLAGE 8,,u sMtt ASSESSOR'S MAP & LO IQ 4 INSTALLER'S NAME & PHONE NO. SEPTIC TANK CAPACITY ®® LEACHING FACILITYA ype) (size) NO. OF BEDROOMS PRIVATE WELL O PUBLIC WATER BUILDER OR OWNER DATE PERMIT ISSUED: DATE COMPLIANCE ISSUED: VARIANCE GRANTED: Yes No A 7 (•°`' p ,-� j 3r �ld� � V 1`' �� / � ,� �� ,ASSESSORS MAP N0: 47 p !2 9 � No.... ! PARCEL NO: 7�3 �� i THE COMMONWEALTH OF MASSACHUSETTS ©prf BOAR® OF HEALTH & / T�ovv N ...._....OF..,Lr�R.N 3..e413 L�.. Alip iratinn for �i-4pniial nrkii C�nnitrnr#inn .rrntit e61' 4 t Application is hereby made for a Permit to Construct ( V<r Repair ( ) an Individual Sewage Disposal System at: e ..L- 0 7- A- /2E't7Li8)Z.TZ I L.� M S _ ©N_s M✓ t �.-s g ....... Location Address or Lot No. -~'ram! G 10191 . 3r�"4N p�..F!g /`} T' .ST'' 2f��✓D�Li�h/ . •----------- ................•--•••--�.._.....I---------•-----•-------•-------.i -------- Owner Address Installer Address Type of Building Size Lot.. _G..`30 q. feet Dwelling—No. of Bedrooms...........................................Expansion Atticw �" Garbage Grinder--) Other—Type of Building ..L_... Q_^'? No. of persons.....15�t................. Showers Cafeteria.k---� QOther fixtures '-----------------------------------------------------------------------------------------------•---•------•-----•------------•------------------ Design Flow--------------------•-- - • g P P P Y 33 l W = _.._.__._gallons per person per day. Total daily flow................ ....................._._w Ions. WSeptic Tank—Liquid capacity/P9dgallons Length."-._--��Width�':?.O.✓Diameter................ Depth.-C./:_.p x Disposal Trench—No. .................... Width.................... Total Length.................... Total leaching area.....................sq. ft. Seepage Pit No.--___-_.I---------- Diameter...... --_------ Depth below inlet......`......_... Total leaching area..Zgo ......sq. ft. Z Other Distribution box ( Vr Dosing ank,,/ a r 1Z, si-t-4Z,r t7 W Percolation Test Results Performed by----__---__---_-----____7----------------------------------------------- Date......!..F/7/_8:7_. 04 Test Pit No. 1_._�__Z_.minutes per inch Depth of Test Pit_S_44.��.. Depth to ground water--__-� . �g.__ " 04 Test Pit No. 2................minutes per inch Depth of Test Pit.................... Depth to ground water........................ Description of Soil................h - .E..v..----..:...... ............................................ W V .-------------------•-------•-------------•••--•••----•----------------------------...----•-----•-------------------••-•------------•----••------ W --------------------------------------------------------------------------------------••--------------------------....------------------------------------....-•--•-------------------.._....--•---•... U. Nature 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 iI'i U 5 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/off h lth. Signed-A....�� ►-5.�...../`. .... S�Z /8 8 ---- -- ----.. . �e� Date Application Approved By................ -n'r`�-----.1.�--(�"^"-� -•---------•---- --------------------------- Date Application Disapproved for the following reasons---------------••----•----•--•----------------------------------------------•---------..._......-----•......-•-- ..................................•---------•---•----------------•---•--•--------•---•--•-----•---•-----•---.......••-•------•------------------...-•---------------------------------------------_..... Date Permit No.----••.?1.::-o1..7Q.......................... Issued....................................................... �� U-4 Date 47 G•j f THE COMMONWEALTH OF MASSACHUSETTS BOARD OF HEALTH ' --- - -- - �✓ ,'Z Fit .�• .<.� .... .... f= ApplirFation for 11iipmFal Works Tonstrurtiun ramit Application is hereby made for a Permit to Construct ( ,<or Repair ( ) an Individual Sewage Disposal System at: _ ................»».............................................................................. .............---•-------•--•••-•...-•--------------•---••-•------......----•_................-•- Location-Address or Lot No. � .»......._•' ••-•-•---•--•-•------------------------------ •-------------------• r....... ---------- •....... .. ..---------- . ...... Owner Address 'Ci a ------.. -------- Installer Address �� � Type of Building Size Lot_________ _______________Sq. feet V Dwelling—No. of Bedrooms.............................. .. .Expansion Attie Garbage Grinder"T") Other—Type of Building _.L.... _ `_r"?_:__ No. of persons....................... Showers Cafeteria-t—) PaOther fixtures ............................................................. W Design Flow..................... .. ............gallons per person per day. Total daily flow............!°...............................gallons. WSeptic Tank—Liquid capacity. a ?gallons Length_t`,. Width--✓'.r.'._:. "'__ Diameter................ Depth_=_ _ Disposal Seepage Pit Trench No.. _��._____.. Diameter Width Dept Total below inlet.._..`.........._Totallleaachi g area...................sq. ft. Z Other Distribution box (✓r Dosing tank-(--T , r- _ '-' Percolation Test Results Performed b ...`.....�..�`._`..` .................................................... ter` `.. a Y /- Date----•�---�-�-�`---•----/-----•------- ,� Test Pit No. L._<- 2--minutes per inch Depth of Test Pit-/_.__.............. Depth to ground water-._----_----_­__ --. 44 Test Pit No. 2................minutes per inch Depth of Test Pit.................... Depth to ground water-------................. x -- 7 a D Description of Soil......-............ -----•j ✓ ' ...' a-=1 Z -•� ..............•-••-•-•••......---•-- --•....................-••-••-•••-••....•-•••-......--••••......---•---•--• V ---------------- •-•---------------------------------------- •------- ------------ •----------------------------------- •------- --------- •---------------------------- ------------ ----•---------------- W ••••---•--•--•--....----•---••--••-•----•--•-------••-----••---•---••---•-------•-----•••••••-••••••----•-••--•-•-----•-•-••--•-•--••---•-••-•-•----••••-•-•--•--•••••---•......--••••-•-----•-----•---- UNature 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 TIT':` p S 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 boar=C-1 Signed._ .... �_ . ....Date Application Approved By.................. �_, �->� '{= --•-•-•---------------------------•---- , Date Application Disapproved for the following reasons-------------•-------------------------------------------------•-------------•--•-----------------------••------- ......................................................................................-................................................ --••----•••-•-•-•••-•---•---••-•-•---•------••••......---------- Date Permit No........l•__r!....---.)-:? Date THE COMMONWEALTH OF MASSACHUSETTS BOARD OF HEALTH (Irrtifiratr of TompliFanrr THIS IS TO CERTIFY, That the Individual Sewage Disposal System constructed ( ,<or Repaired ( ) by - '�` c/� /� .�- -•--` ..0.�'-....°....0-------------------- ---------------------------------------------------------------------------------•-.------------ _ Installer ... Q... _..�? -- ------------ at----` = has been installed in accordance with the provisions of TITLE j of The State Sanitary Code as described in the application for Disposal Works Construction Permit No......... '_____ _;Ze:7_......... dated___................... ..................... THE ISSUANCE OF THIS CERTIFICATE SHALL NOT BE CONSTRUED AS A GUARANTEE THAT THE SYSTEM WILL FUNCTION SATISFACTORY. DATE................................................................=............... Inspector............................................................•-------------•---.----- THE COMMONWEALTH OF MASSACHUSETTS BOARD OF HEALTH OF......� - ............................. - No...... FEE..........s.�....: Disposal 10orkii Tlanitrudion fgufit Permission is hereby granted_... .................................................... to Construct (lor Repair ( ) an Individual Sewa e Disposal System v 7— , -r � -; . ram' at'No..�f- -•----•......�•-•---..:�...................•---..............._......r.''..---------------------- _ Street 9� a7 �-, r,Z5- as shown on the application for Disposal Works Construction Permit No.._..�............. Date .......................................... / --------•---•-------------•---------•---•---- rN ard of Health DATE-------------------&�• ' ' l FORM 1255 HOBBS & WARREN. INC.. PUBLISHERS r N I o Locus Roc Lone P' O LOCUS MAP ■108.21 NOT TO SCALE ASSESSORS MAP 47 PARCEL 12-4 .1 6 / °� ZONING SUMMARY ZONING DISTRICT: RF DISTRICT LOT AREA MIN. LOT SIZE 43,560 S.F. 43,632f S.F. x108.23 MIN. LOT FRONTAGE 150' MIN. FRONT SETBACK 30' MIN. SIDE SETBACK 15' MIN. REAR SETBACK 15' SITE IS LOCATED WITHIN GP DISTRICT " ■108.12 107.90 x .13 PATIO S AREA 0� 108 CHICKEN 1 ,0__, G9 106.92 56 107.95 COOP c ' 7.33 106.84 \ \ 7.59 106.57 107.05 106.74 107.67 8D 44 \ GARDEN \ \ 7.06 ■107.62 7,04 70> 6.90 \ O\ ©t .31 \ SHED x 107.70 '1 O 107.38 BENCH MARK - CORNER OF 7.98 CONIC. BULKHEAD EL. = 107.8' 0 0 10 . 107.80 �S 17� d- /ESE x 7.04. 07.940 �� £ EXIST. , ¢� s 89 sa DWELL. ErBs.sa 107.20 TOP FNDN. 107�10 ■1 .03 = 108.7' / 10 07.63 �1 1 107.55PRO . GAR• .0. 07.56 7.60 ^ti° 00' �[102.83 ti � 22. 107 b7. ■106.65 .0. O I 107.024, 9AA �'�• 107.43 - �0 / 1 .83 106.4\+ 103.27 105. / / 04.49 / 99 � 103.39 r- 0 13.344 04.5\ v / 3.47 104.32ox//113.�1015E \ � \/ O � 103.68 PROPOSED RE-LOCATED DRIVEWAY (SUBJECT TO / HOMEOWNER'S CONSULTATION) REFERENCES SITE PLAN CTF. 144378 LCP 38534E SHOWING PROPOSED ADDITION AT SEPTIC AS-BUILT CARD, INSTALLED 2012 65 REDBERRY LANE ASSUMED DATUM MARSTONS MILLS PREPARED FOR off 508-362-4541 4j"OF S` c JOHN & MEGHAN FRAZIER I fax 508-362-9880 �O� ARNE yGN •downcope.com © o H. down cape en�ineering, Inc, OJALA U DECEMBER 26, 2013 civil en ineers O.26346 land surveyors s P Scale: 1"= 30' � F .939 Main Street ( Rte 6A) 27, 9&� YARMOUTHPORT MA 02675 DATE ARNE H. A, P.E., P.L.S. 0 15 30 45 60 75 FEET N O Locus Roc L017e `' a�tt� etoo Q' O 0 LOCUS MAP NOT TO SCALE x 108.21 ASSESSORS MAP 47 PARCEL 12-4 x 1 s ZONING SUMMARY ZONING DISTRICT: RF DISTRICT LOT AREA MIN. LOT SIZE 43,560 S.F. 43,632f S.F. x108.23 MIN. LOT FRONTAGE 150' MIN. FRONT SETBACK 30' MIN. SIDE SETBACK 15' MIN. REAR SETBACK 15' SITE IS LOCATED WITHIN GP DISTRICT x %489 107.90 x .13 x 108.12 PATIO � AREA °� xX0 38 106.92 10g CHICKEN 1 .yn 56 Ci9 106.B4 COOP CAI z 7.33 \ 106.57 107.95 7.59 107.05 106.74 107.67 6D 44 \ GARDEN 7.06 \ \ x 107.62 70j 7.04 5.90 \ o\ ©1 .81 \ SHED x 1 o BENCH MARK - CORNER OF 107.38 x 107J0 CONC. BULKHEAD EL. = 107.8' 7s598 w 10 . �G� 107.80 z 7.04 107.960 �_"4 Ss x �5�6�5.89 sa EXIST. i DWELL. E�x r8s.s° o� 107.20 7 11 1 TOP FNDN. 10 i.1° / x 1 .03 = 108.7' 10 , 07.63 / 1 107.55 PROP. 07.60 0 2)6^ GAR. 0� 07.5610 `L 1 oz.a3 P x 106.65 �.0. NO I 107.02*' 10 107.43 \y / 1 .83 106.49 1• Cb \ \11 f103.27 \ 105 / 04.49 ss / 103.39 / ° 1 3.34 \ / 104.32c /03.47 103.5 \ 103.68 PROPOSED RE-LOCATED DRIVEWAY (SUBJECT TO / HOMEOWNER'S CONSULTATION) / I REFERENCES SITE PLAN CTF. 144378 SHOWING PROPOSED ADDITION LCP 38534B AT SEPTIC AS-BUILT CARD, INSTALLED 2012 65 REDBERRY LANE ASSUMED DATUM MARSTONS MILLS PREPARED FOR off 508-362-4541 rARNEOFNJOHN & MEGHAN FRAZIER fax 508-362-9880 Gdowncape.com © H, DECEMBER 26, 2013 wn cape enlinee�ing, inc. ALA N c o.26348„ civil engineers P Scale: 1"= 30' land surveyors Z,2T 939 Main Street ( Rte 6A) r/ YARMOUTHPORT MA 02675 DATE ARNE H. A, P.E., P.L.S. 0 15 30 45 60 75 FEET NOTES: 1.)CONTRACTOR IS TO VERIFY ALL EXISTING CONDITIONS &DIMENSIONS IN THE FIELD paLINNGGS.W IFFY EXPAND. ; 2.)CONTRACTOR TO VERIFY ALL INTERIOR&EXTERIOR MATERIALS, ALL DETAA.S w1 DECK 'i DETAILS.&FINISHES IN THE FIELD WITH OWNER owwERs li 4.a. zrs s$ 3.) ROUGH OPENING HEAD HEIGHT OF WINDOWS AT FIRST FLOOR TO BE 6'-8'ABOVE SUBFLOOR 4.)ALL CONSTRUCTION TO CONFORM TO 780 CMR MASSACHUSETTS STATE BUILDING CODE,8TH EDITION AMENDEMENT&IRC2009 A ' C 5.) 110 MPH EXPOSURE B WIND ZONE,1.50 ASPECT RATIO A4 � ANDERSEN FVN;+aTeae' A4 6.) ALL SHEETS OF PLYWOOD WALL SHEATHING TO BE INSTALLED VERTICALLY, FREnc"worncu �R GLIDING OR HORIZONTALLY W/BLOCKING AT EDGES,6-EDGE/12-FIELD NAILING 7.) ALL LVL LUMBER/BEAMS TO BE 1.9e U480 LOAD I M' a�4'Xe+rr V HEADER i i `L' 8.) INSTALL PANASONIC WHISPER QUIET FANS IN ALL BATHS Y w IIDI OS UN e a 0 a 1/0• EXPANDED FANS TO BE VENTED TO OUTSIDE I I I I 'I' POST UNDER EACH END I I I I I '$ OF STEEL BEAM GAS F'P' BEDROOM 9.) ALL CONCRETE USED FOR FOUNDATION WALLS,FOOTINGS&SLABS L LLI—IJJ I' T—i — TO BE 3000 PSI ANDERSEN FIFE RA III 10.)VERIFY ALL PLUMBING&ELECTRICAL DETAILS W/OWNERS ON THE SITE ANDER (VAULTED CEILING) III DURING FRAMING CONSTRUCTION 11.)TIMBER FRAMING TO BE SPRUCE/PINE/FIR NO.2 GRADE 04 i 12J ALL AZEK TRIM TO BE PAINTED WHITE 8 ALL JOINTS/NAIL HOLES SEALED. ———— H I�- - } 13-)ALL WINDOWS&DOORS TO HAVE SILL PANS&ICE/WATER SHIELD FLASHING NEW I REF I ( REMOD. I I a CL S 15.)FOLLOW ALL REQUIREMENTS OF THE IECC2009 RESIDENTIAL ENERGY GARAGE I I i LIVING i i e °b I EFFICIENCY REQUIREMENTS&VERIFY ALL DETAILS WITH THE INSULATION B$ I III m I . INSTALLER/CONTRACTOR a a 16-)FOLLOW ALL REQUIREMENTS OF THE 110 MPH CHECKLIST SUPPLIED B I B O �Q1 O WITH THIS SET OF PLANS. A4 'It 24•ab'B• `� / QO RANGE 'I' rs REMOD. VENTTO S�s EFAN N RELOCATE )vEP, KfTCNEN ATH ® yN KITCHEN LAYOUT W/OWNER)i ON BATH �� "Y 'WJ NiARKA 't�F m ' ----OF STEEL EACH ENOT \ NEW H55ta4a 1N• b I' OF STEEL SEAM t ANDERSEN 1 I h twza4s � SINK I ow I _ ANDERSEN fr--,i F�£i0"AL EY'O C.S NEW a a COVERED PORCH _I� H - REMOD. —.7vO.H.DOORWITRARSOM BS•a TOO.H.DOOR w/TRANSOM L=''=i ii DINING H EXIST. _ IECC2009 RESIDENTIAL ENERGY EFFICIENCY DETAILS ET sEN 'I HALL CONC, a ---- APR°" A a ;;I CLIMATE ZONE 5A(USE EITHER PRESCRIPTIVE VALUES OR RESCHECK CALCULATION rt==� TABLE 402.1.1 (MINIMUM PRESCRIPTIVE INSULATION&FENESTRATION REQUIREMENTS) FENESTRATION SKYLIGHT CEILING WOOD FRAMED WALL FLOOR BASEMENT WALL BASEMENT SLAB FCRAWL SPACE WALL .. U-FACTOR U-FACTOR R-VALUE R-VALUE R-VALUE R-VALUE R-VALUE R-VALUE . C 0.35 0.60 38 20 30 10113 10(2 FT.DEEP) 10113 Z$ 9•$ Z$ %$ Zd B'-2 T$ ri- NOTES: 24'a +s•$ zeo• 1.R-VALUES ARE MINIMUMS&U-FACTORS ARE MAXIMUMS. 2.10/13 MEANS R=15 CONTINUOUS INSULATED SHEATHING ON THE INTERIOR OR EXTERIOR OF THE HOME OR R=13 CAVITY INSULATION AT THE INTERIOR OF THE BASEMENT WALL FIRST FLOOR PLAN LEGEND: ©SMOKE DETECTOR 3.REFER TO IECC 2009 CHAPTER 4 FOR ALL INSULATION&ENERGY REQUIREMENTS Ew RIDGE VENT O EXISTING WALLS ©CARBON MONOXIDE DETECTOR CONSTRUCTION TO BE REMOVED ® NEW CONSTRUCTION NEW DST ORBODYGUARDRAKE BOARDS TO MATCH EXISTMG 12 ' 12 12 4.5 12D 12D LINES OF ROOF TOP OF PLATE I/ ��� \��� —_� n NEW A2EK OR BODYGUARD1 12 NEW CERTAINTEED ARCHREC;ah IY JAIi 1X4TRIMWIr SILL Hi �t2 GRADE ASPHALT ROOF SHINGLES (VERIFYCOLOR) MATCN z NEYJ SIDING TO "TC MATCH N.TO NEW AZEK OR BOOYGVMU FIpSSCCIIpp FRIEZE d SOFFR BOAR0.5 TO MATCH EXIST. 12 12 J Q t SECOND FLOOR t ri EXIST. SUBFLOOR TOP OF PLATE NEW gZEN OR BODYGUARD ® ® 00 — 1 a SCORNER BOARDS \ i NEW W.C.SHINGLE � SIDING TO MATCREi i EXISTING F FIRST FLOOR SUBFLOOR NEW O.H.DOORS,VERIFY STYLE. LEFT ELEVATION ® Q//���\_ FR. ALL DETAILS-OWNERS FRONT ELEVATION ®V® N EV ADDITION/• \E M O D E L.I N V FOR• THE STRUT IO SHALL UI NOTIFIED IF ANY COTUIT BAY DESIGN. ILL THESEDRAOMISSAJI011 E TMTON SCALE : DRAWING NO.: THESE DRAWINGS FRIOR TO START OF 43 BREWSTER ROAD usM�SFONs"�ORT ECONTENCONTRAT MASHPEE,MA. 02649 C THESE R WRHOVF NOTIFYING HE 1/411= 11—DLL ( FRAZIER RESIDENCE INTHESEDOFW ERR RS DR OIWSSI PH. 508))274-1166 THESE DRAWNGSARE WNGSAREO LYFORT EU FAX(508)539-9402 OFT)IIED�RRNOT`EOEO..A OTHEERR�OFE DATE : 65 REDBERRY LANE MARSTONS MILLS, MA TCHITECALIF SCOOUIRESTHETEC,,CN 12/1s/2o13 Al CONSENT OF THE DESIGNER UNDER THE AOT OF ICRIRAL CgPYWGIR PROTECRON ACr OF 1990. t L'� 4:�-_.._ ._ -_._ _ - ___.._- __.. ._. -. _._..__- _. _.___• _. -•_ -__'- a—__ ..___. __ .- ____.� ___ - .- _.. __ ___._ _ _. __ -..-. __ __._. _. _•_ _ -__ _- ._ --_ - _ - __ ._ _ _._ -. _. _ ___ I s. av-0• zsa 2- 1s-0• 2'F a 2r o• za- (SHED DORMER) • 1v-T' 2•4v' IT, A 4'$ TV 6•S 6'Q ANDERBEN ANDE 2 AND C VENT BATH FAN ERSEN -DERSEN ANDERSEN TO OUTSIDE y TW2W2 TW2442 TW2.2 A21 TIN2.2 ztrxse• I O ® / ON a CLOs.I \// H/&F WALL / zo•x 6B• I O BATH /\ / I © / © " ____ I IN ;Li <-----_-- KITCHEN RELOCATED ----- \\\ BELOW BEDROOM ;(HALVL NEW a qq STORAGE UNFINISHED \\\\ 4 ,zsxfia- © zB•xss Ii(-=-= ===�.ii--- \ ,za• ; ii n l 4 I © I J \\ AN5ERSEN _ _ DN w "EXPANDED LDOWINTNE NEW BEDROOM vy LOFT m AND. I AN21 AN21 ACCE59 § PANEL ANDERSEN ANDERSEN TW2442 TINM2 a ANDERSEN T4Y24310 AM DERSEN TW431024310 - A 1v-r z-1P tv-r z-0• rd• T� zs• zr• C z<• r<• A 4•-iP vI• 4''• Ii'E- 0'd' rb• (SHEDDORMER) (GABLE DORMER) (GABLE DORMER) 24'P vV .. 26d• SECOND FLOOR PLAN NEW CERTAINTEED ARCHITECTURAL GRADE ASPHALT—SHINGLES (VEPo COLON) EW RIDGE VENT BOTTOM OF CEILING JOISTS 12 —- -- ® NERIFYC LOR)DARCHITECTURAL ® ® �T2 GRADE ASPHALT ROOF SHINGLES NERIFY DOLOR) prp NEW A EK OR BODYGUARD ul LLLJ -- �' tx4 TRIM W/r BILL NEW A2EK OR BODYGUARD FASCIA.FRIEZE.&SOFFIT BDA DG TO MATCH MST. SECOND FLOOR i _ BUBFLOOR_ CEIUNG JOISTS NEW W.C.SHINGLE SIDINGTOMATCH EL.- FFP —STING L� ❑ ❑ F NEW DST ORBODYGUARD BOARDS TO MATCH E%19TDIG a FIR BT FLOOR CEIUNG JOIST& REAR ELEVATION ®Q® Co UIT BAY DESIGN LLC =/IDDITION�REMODELING FOR. /'1 fZ THE DESIGNER SHALL BE NOTIFIED IF ANY ERRORS A OM1t155tOM15 ARE FOUND ON SCALE : DRAWING NO. CONSRLUMON.. BUILDMG CONTRACTOR 1 3 BREWSTER ROAD THESEDRAwINcsa&oarosrAJzroF 1/411= 1 OLL PH.((5 E,MA. 02649 N MESEDRA NSIB FFORTHE ONM F PH•c50e))2�4-1 1 ss F RAZ I E R RESIDENCE COMMENCES WITHOUT NOTIFYIND THE FAX(508)539-9402 DESIGNER OF ANY ERRORS OR OMISSIONS. OFT'EIE a ERN ING OT�EDAGLNYEOT„ERUSSEEOF DATE : 65 REDBERRY LANE MARSTONS MILLS, MA THESENT OFTE REDUIRESTI�W THEEN C HITETOFTHEDESIGNERUNDTECTI 12/18/2013 L ARCHITECTURAL COPYRIGLIT PROTECTION ACT OF 11180. 1 1ed NAILING SCHEDULE P.T.6.6 POsrs ON IT DIA,CANc. 110 MPH EXPOSURE B.WIND ZONE USE stMBES TMUMP4WBE POST GRADE JOINT DESCRIPTION NO.OF COMMON NAILS NO.OF BOX NAILS NAIL SPACING FASTEN JOISTS TO 9EAM USE sIMPSON ABD66 PORT BASE 8 A wrslMPson Hzs nEs AC6(ACE Posr UPs - ROOF FRAMING: BLOCKING TO RAFTER(TOE NAILED) 2-8d 2-1Dd EACH END 3 .r.2.,z, i RIM BOARD TO RAFTER(END NAILED) 2.16d 316d EACH END I WALL FRAMING: TOP PLATES AT INTERSECTIONS(FACE NAILED) 4-16d 5-16d AT JOINTS ' STUD TO STUD(FACE NAILED) 2-16d 2-16d 24"o.a HEADER TO HEADER(FACE NAILED) 16d 16d 16'o.c.ALONG EDGES 4 P.T.2.lee a 1w..e a I FLOOR FRAMING: m JOIST TO SILL,TOP PLATE OR GIRDER(TOE NAILED) 4-8d 4-tOd PER JOIST z-8' 3'$ 1THT I I J[+ BLOCKING TO JOISTS(TOE NAILED) 2-8d 2-10d EACH END BLOCKING TO SILL OR TOP PLATE(TOE NAILED) 3-16d 4-16d EACH BLOCK LEDGER STRIP TO BEAM ORGIRDER(FACE NAILED) 3-16d 4-16d EACH JOIST JOIST ON LEDGER TO BEAM(TOE NAILED) 3-8d 3-10d PER JOIST --------------- —_ — — -- -- BAND JOIST TO JOIST(END NAILED) 3-16d 4-16d PER JOIST BAND JOIST TO SILL OR TOP PLATE(TOE NAILEDO 2.16 d 3 16d PER FOOT (---5 ------------------� r — —)I — T — ROOF SHEATHING: If�pai�NTOP OF FOUND. I I I WOOD STRUCTURAL PANELS(PLYWOOD) —11 RAFTERS OR TRUSSES SPACED UP TO 16"o.c. 8d 10d 6"EDGE/6"FIELD 11 7/9'h O19T9 +T.— RAFTERS OR TRUSSES SPACED OVER 16'o.c. 8d 10d 4'EOGE/4'FIELD I I I I GABLE END WALL RAKE OR RAKE TRUSS W/O OVERHANG 8d 10d 6'EDGE/6"FIELD NOTE:DROP TOP OF NEW FOUNDATION I GABLE END WALL RAKE OR RAKE TRUSS 8d 10d 6"EDGE/6"FIELD I TO MATCH NEW SUBFLOOR W/THE I I W/STRUCTURAL OUTLOOKERS EXISTING SUBFLOOR(VERIFY INFIELD I I GABLE END WALL RAKE OR RAKE TRUSS W/LOOKOUT BLOCKS 8d 10d 4"EDGEl4"FIELD I I IF REQUIRED). I I I I I I CEILING SHEATHING: I I ( I GYPSUM WALLBOARD 5d COOLERS — 7"EDGE/10"FIELD I NEW I I I SAWCU 50 OPENING WALL SHEATHING: IN NEW I E%+ST.FOUNOATroN FOR I AccEss INTO NEw cRAwL- WOOD STRUCTURAL PANELS(PLYWOOD)GARAGE I sPAw.v RtFY LOC TTDN STUDS SPACED UP TO 24"o.c. 8d 10d 3"EDGEM 2"FIELD (4•CONC.SLAB I I I CRAWLSPACE 1/2'825132'FIBERBOARD PANELS 8d — 3"EDGE/6'FIELD Wl I I ,RBERNESH)T TO O.H.DOOR I I ! (T conc.SLAB) 1/2"GYPSUM WALLBOARD 5d COOLERS — 7"EDGE/10'FIELD a I I I FLOOR SHEATHING: B I I I I B EXIST. WOOD STRUCTURAL PANELS(PLYWOOD) A4 I I I 1'OR LESS THICKNESS 8d 10d 6"EDGE/12'FIELD BASEMENT GREATER THAN I"THICKNES3 10d 16d 6"EDGE/6"FIELD I I I i M2M eOsr +s e.� NEW B CQNCRETE FOUND. WAu I W1W.,B•CONc. ( I FOOTINGS TO4V'BELOW GRADE I L I INSTALLTWO ICNG STU0.58TWOJACK 24'-0' I — — — — — STUD AT EACH SIDE OF ALL ROUGH OPENINGS W NDOW § I 4 2.6—L 3,WN 14•LVL DROP TOP OF FOUNDATION I - P.T.2.B'e ,8'o.c AT O.H.DOORS I L------ —————— — —� 3ar.zxlzs JAdcstuo I I I -- 9 (ROUGH OPENING) -------- — ---------- —r----- >7 ROUGH OPENING DETAIL INSTALL sIMPSON sTHD/4 INSTAIl$IMPSON STHp14 A I1 SCALE:1/2°=1'-0" STRAPS IN FOUNDATION STRAPS IN FOUNDATWN _ Wa1 AT O.K DOORS PER WALL AT O.H.DOORS PER DETAIL DETAIL 1T DiA.GONC.SONOTUBES TO 48•BELOW GRADE.USE SIMPSON ARUM POST BASE I J 24ff FOUNDATION PLAN ® ,v..e,�lw m� e R Aa QO omm a� I Li 1S �GRIPE.'Tl SIMPSONTITENHOANCHOR80LTSAT yy lum mlmL�mm _ WI SIMPSON BPS sB3 BEARING PLATESSWTTHIN6•-IS•OFEACHCORNERAND MUM DEPTH.BOLT LENGTH IS+l'. 4 SOLID 8LOCMING IN - mHa i wem vnx m W Iem THE OUTSIDE TWO a JOISTS BAYS 4 P.T.2.6 SILL W/SEALER 31 3l4'.14-LVL 1 ❑ - NEW SIMPSON LSTA22 STRAPS PER O.H.DOOR NEW SIMPSON LSTA24 STRAPS PER O.H.DOOR . pETAIL DETAIL �i ANCHOR BOLT DETAIL IV— SECOND FLOOR FRAMING PLAN O.H. DOOR DETAIL SIDE ELEVATION NO SCALE A. COTUIT BAY DESIGN LLC ERRORS ON OMISs,ONs ARE FOUND ON THE DESIGNER SMALL BE NOTIFIED IF ANY ® W ADDITION/REMODELING FOR: THESE DRAWaIGS PRIOR TO START OF SCALE : DRAWING NO. CONSTRUCTION.THE BUILDING CONTRACTOR 1/ "_ 1 1 01, EW TER ROAD WILL BE RESPONSIBLE FOR THE CONTENT MASHPEE,MA. 02649 1.THESE D9 WWIRHOLR NOCONSTIF HciI�iEN a PH.(508)274-1166 F RAZ I E R RESIDENCE DES FAX(508 GNER OF ANY ERRORS OR OMISSIONS. 0, RGE DATE : ' )539-9402 THESE DRAWINGS REQUIRES THE WRITTEN 65 REDBERRY LANE MARSTONS MILLS, MA 12/18/2013 A3 ACf OF 1886. ) TYP.ROOF CONST. r4 21$ r$ CONT.RIDGE VENT -2112RC0FRAFPERS®trot NEW 6 a B POST FROM NDGE -5/B•CDX PLYWOOD ROOF SHEATHING /{ (NEW SHED DORMER) FELT PAPER DOWN TO FOUNDATION ®IB'o.c -ASPHALT ROOF SHINGLES NEW 1 a 8 POST FROM RIDGE NEW 2 x 11 RAFTERS 00\VN TO STEEL BEAM BELOW �,S•o_c -10'H4 BAIT INSUURON ®BAOP DCEIUNGSNSIMTION(�W) 11 1 7 1 1 -21 LA xCEILINGS -LVLRID38) + -SIMPSON H 2S HURRICANE CLJPS 1 1 I 1 O +'2x10'a®18'ac ATAU- RENDS I I I -13C4E I`OOF"IFIDAT801"fOAt TYP.WALL CONST- _MOP-AVENTBETWEENRAFTERS 1.2z BSTUDSB16o.c TYP,t/2'GYP.BOARD -WIND WASH BARRIEPS + 2 iT PLYWOOD SHEATHING C, ON W ING -ALUMINUM GRIP 1 4 J.B'(R�t)BAIT INSULATION 1 I---12� ®16'o.c a.1l GYPSUM BOARD C.SHINGLE JOING PAR E�TEMOR VAPOR BARRIER BW Y' I � ✓ e.T6MILPOLYINTERIORVAPORSARRIER o - MULTT LVL BEAM RA P.T.2 z 10 LEDGER BOARD lqG BOLTED TO 2.6e®IT o.c. SOLID BLOCgNO W/(2))IEDGERLOK BOLTS 16'o.c.STAGGERED W)ZMAX JOISTS MANGERS . � 2-19I6'X 11_LVLRID GE — -- O - - AZEK BEAD BOARD - I __ CEILING ON ta3 RELOCATED Z A DECKNGARAILINGS STRAPPNG (VERIFY COLOR-OWNERS) MO I KITCHEN FASTEN JOISTS TO BEAR, PL MAIERNL WKING F W/Z SIMPSONH2.5TIES i OWNERS �SUBFIOOR-GLY U NABED AA FIRST FLOOR - _ _ I 27 SUBFIOOR EXIST,RIDGE BOARD P.T.2a Se @16'o.c 11 T/6'IJOISTS®16'o.c. P.T.2_'.,b'o.0 NEW 2 z B RAFTER$TO F.T.2 n t2e 1 a iD FASCIA r BE BWLT OVEA GARAGE NEW 3 P.T.2— x -- CRAWLSPACE YP.lroacoNc ETE Ir OUI CONCRETE SONONBES rCO gUg SONOTUBES TO O'D'BELOW (� ON 2W DIA.BIGFOOT FOOTINGS GRADE.U$E SIMPSON 2MAX - "� TO 1'P BELOW GRADE.USE ASUN POST BASE �I SIMPSON ASU N POST%SE b SECTION @ KITCHEN I I i A4_ - J-2xB BEAM ml NE 2 CB itAFTERS A TWO R F B R 6 MUG IN O S OUTSIDE F RAFTERS$CEILING TWO RAFTER6CEUNG JOIST BAY$ JW TO BEAM W/SIMPSON ' BIB'o.c.ALLOW SPACE FOR AIR H10-2 ES !7 IF FLOW ON THE UNDERSIDE OF ROOF SHEATHING FASTEN TO POSTS WI NEW 2 x f0 RAFTERS SIMPSON CEI POST CAPS N W 1 Iw a•nm 6'-d• a'-fm ram• d•$ p'4 tra• d•$ 3'-6' MARKA. (SHED GONNER) EW GABLE DORM ) ( W GABLE DORNE) za•$ s$ 26$ I+�LPI/3 ej T. i FQ'AONAi E`� ROOF FRAMING PLAN VERIFY` O NOGEBEND d) / "` CONT.RIDGE VENT TYPICAL'ASPHALT ROOF SHINGLES 2.6.@ IT—. ` 2.6t B/6'o.c 5/B•COX'.PLYW000 SHEATHING NOTES: (S)10E NAILS EACH END 12 1 3la'a 14'LVL RIDGE BOARG 2 x 10 RAFiER3 SIM FELT PAPER 1.)ALL ROOF RAFTERS TO BE 2 x 10'g -\\\ Q a SIMPSON H 2.5 HURRICANE CLIPS - vnNo WASH UNLESS OTHERWISE NOTED 2 BARRIER 3P WIDE ICEMATER SHIELD 2.) USE SIMPSON H2.5 HURRICANE CLIPS }7�/j \ aoTroM OF ALUMINUM DRIP EDGE AT ALL RAFTERS ENDS F'0S V 2.+D CEUNG JOIST6 t6' CEILING JOISTS z a toe®16•e.� AMUR TOP OF PLATE NEW AZEK FASCIA SOFFIT X 3.)VERIFY GUTTER TYPEMYOUT FIREZE BOARDS TO MATCH EXISTING W/OWNERS ` \ t x 3 STRAPPING W.I \ —GYPSUM BD \ ` CENT.SOFFIT \ \ VENTS i TYP.2x6 WALLS \ `\ :r UNFINISHED NEW RELOCATED \ STORAGE I LOFT BEDROOM `�\ 2 2 ` \\ 3N'TSG PLYWOOD CORNICE DETAIL SECOND FLOOR SUBFLOOR-OLUED&NAILEC \ ` SECOND FLOOR SUBFLOOR \ SUSFLOOR INSTALL RLASHNG UNDER ®t6'o.c. SCALE:1/2"=1'-0"- HW6EWRAP 8 DECKING 2 x t JOISTS TOP OF PLATE 14'IJOIST9®N'o.c. DECKING 1 T BAIT INSUL(R30J SR'FIRECOOE GYP.BD. 1.„r STRAP FLOOR JOISTS = IN 3GARAGEPING�1 1'-'�I w,0a3D gTEEL SEMI P.T.2x I0 16'o.c DINING LIVING eF RELOCATED WELDED TO STEEL COLUMN/PLATE KITCHEN INSTALL PEEL$STKJ( RUBBERMEMBRANE J GARAGE t' WELDED T STEEL PLATE BETWEEN LEGGERS FIRST FLOOR WELDED TO 3'x 3'x 1/d' $I�ATHINO SUBFLOOR P.T.2 a 6 SILL STEEL COLUMN 2 x 10 JOI$ 16-o.c. W/SEALER (S CONC.SLAB In PITCH r TO O.H.DOOR P.T.2 a t0 LEDGE....... BOgNDL BOLTED TO TOP OF FOUND. W/B x 6 W W'F EMBEDDED SOLD BLOCgNO W/(2j LEDGEILLOKBOLT$ ,C o.c.9TAOGERED W/JOISTS HANGER$ NEW 8'z 8•x 3I4'STEEL PLATE WELDED T09'x 1'a 1/d- ° STEELCOLUMN.DNLL$ DECK DETAIL GROUT FOR OD DII a r LG. TYP.r CONCRETE CRAWLS PACE THREADED ROD W/NUTSI FULL § FOUNWTKN WALL$ 0 W OU` BASEMENT O TfiF.N HD BOLTS(ETY.a) W/r z G CONCRETE FCOTING TO ITY BELOW 3x3x1M, GRADE W/KEY HSS POST CONCRETE WALL SECTION @ GARAGE TOP VIEW END VIEW A4 STEEL BEAM/POST DETAIL nBUILDING SECTION an DINING/LIVING SCALE:1/2^=1'-0" IL4j QTHE DESIGNER SHALL BE NOTIFIED IF ANY ,® COTUIT BAY DESIGN. LLC NEW THE FOR: ERRORS OROMISSIONSAREFOUNDON SCALE : DRAWING NO.: THESE DRAWINGS PRIOR TO START OFi 43 BITE WSTER ROAD CONSTRUmm.THE B n rnNc coN RAcroR MASHPEE MA. 02649 WILL BE FOR HEU°ONTIiDRNT 1/4" PH.(508 274-1166 F RAZ I E R RESIDENCE COMMENCES WITHOUT NOTIFYING THE DESIGNER OF ANY ERRORS OR OMISSIONS. FAX(50 )539-9402 THESEDRAF THE IN SARERENOTED SOLELY i°FR THE O'ER DATE 65 REDBERRY LANE MARSTONS MILLS MA COSENTOFTG9RE°°IREg„EWNnEN d CONSENT TURAL DESIGNER UNDER THE 12/18/2013 4� ARCHITECTURAL COPYRIGHT PROTECTION ACT OF 1580. ALL SYSTEM S SHALL SYSTEM PROFILE MARKED WITH CMAGNETIC TTAPE OR BE NOTES (NOT TO SCALE) COMPARABLE MEANS FOR FUTURE LOCATION. PROVIDE WATERTIGHT MIN. 20" DIAM 1. DATUM IS APPROX. NGVD � ACCESS COVERS TO WITHIN 6" OF FIN. GRADE idFP 2. MUNICIPAL WATER IS EXISTING 5 TOP FOUND. EL. 108.7' PROVIDE INSPECTIO PORT TO WITHIN 3" OF FINAL GRADE \ 107.25" 3. MINIMUM PIPE PITCH TO BE 1/8" PER FOOT. MINIMUM .75' OF COVER OVER PRECAST 2� SLOP EQUIRED OVER SYSTEM �P 4. DESIGN LOADING FOR ALL PROPOSED PRECAST Z PRECAST H-10 UNITS TO BE AASHO H-10 Locus ' RISERS (TYP.) 3 MAX P Roc Lone z 0 1 05.7 4"OSCH40 PVC 0.75' MIN 5. PIPE JOINTS TO BE MADE WATERTIGHT. 1. PIPES LEVEL 1 ST 2' 2" DOUBL WASHED PEASTONE • 104.25 r OR GEOTE LE FABRIC � 6. CONSTRUCTION DETAILS TO BE IN ACCORDANCE 10" EXISTING 14" WITH 310 CMR 15.000 (TITLE V.) (,�c TEE SEPTIC TANK** TEE °g°°°%°0°0°0°0°0°0°0°0°%°0°0°0 0°0°0°000°0°0000 0 00000 00000 104.3 f* CP 103.75 000000000000000000000000000000 000000000 000000 00000000000000 �� o�o�o�000�o� 0°0°0°0°0°0°0°0°0°0°0°0°0°0°0° °0°0°0°0°0°0°°° °0°0°0°°°0°0°0° 101.59 7. THIS PLAN IS FOR PROPOSED WORK ONLY AND 9�0 GAS BAFFLE;:; sogogg00000N. INT. DIM. NOT TO BE USED FOR LOT LINE STAKING OR ANY 4" PVC SET AT .005'/' SLOPE OTHER PURPOSE.1 04.0' 3 ON 6" DOUBLE WASHED 3/4"- i 1/2' STONE a � S 2 - 32' x 3' MADE x 2' DEEP TRENCHES 8. PIPE FOR SEPTIC SYSTEM TO SCH. 40-4" PVC. S \� ,.,,.., ON 6" DOUBLE WASHED 3/4" 4.69 46,+ 9. COMPONENTS NOT TO BE BACKFILLED OR As yei s 0\a 6" CRUSHED STONE OR MECHANICAL CONCEALED WITHOUT INSPECTION BY BOARD OF Sc 001 HEALTH AND PERMISSION OBTAINED FROM BOARD COMPACTION. (15.221 (21) 96.9' OF HEALTH. " ( 1 9L SLOPE) ( 1 X SLOPE) (GROUNDWATER EXPECTED AT ELEV. 55f PER TOWN MAP) 10. CONTRACTOR SHALL BE RESPONSIBLE FOR CALLING DIGSAFE (1-888-344-7233) AND LOCUS MAP FOUNDATION EXIST. SEPTIC TANK 27' D' BOX 10' LEACHING VERIFYING THE LOCATION OF ALL UNDERGROUND & FACILITY OVERHEAD UTILITIES PRIOR TO COMMENCEMENT OF NOT TO SCALE *THE INSTALLER SHALL VERIFY THE LOCATIONS OF ALL **INSTALLER SHALL CONFIRM MINIMUM SEPTIC TANK SIZE AT WORK. UTILITIES AND ALL BUILDING SEWER OUTLETS AND ELEVATIONS 1000 GALLONS AND ITS SUITABILITY FOR RE-USE. REPLACE 11. ANY UNSUITABLE MATERIAL ENCOUNTERED ASSESSORS MAP 47 PARCEL 12-4 PRIOR TO INSTALLING ANY PORTION OF SEPTIC SYSTEM WITH 1500 GALLON SEPTIC TANK APPROPRIATE TO SITE SHALL BE REMOVED 5' BENEATH AND AROUND THE CONDITIONS IF NOT SUITABLE PROPOSED LEACHING FACILITY. 12. EXISTING LEACHING FACILITY SHALL BE PUMPED AND REMOVED OR PUMPED AND FILLED WITH CLEAN SAND. .108.21 _ ,1 6 / SYSTEM DESIGN: .107.20 GARBAGE DISPOSER IS NOT ALLOWED DESIGN FLOW: 3 BEDROOMS 0 110 GPD = 330 GPD ■,08.23 10� USE A 330 GPD DESIGN FLOW `stP ITC TAIJK: 330 GPD (2) = 660 •106.67 RE-USE EXISTING SEPTIC TANK ** " 8.89 107.90 • 13 LEACHING: TEST HOLE LOGS X08 t2 6 PA�o» SIDES: 2[2 (32 + 3) 2 (.74)1 = 207 GPD CHICKEN 1 �0_ 106.92 1°a6 106.64 BOTTOM 2[32 x 3 (.74)] = 142 GPD ARNE H. OJALA, PE, PLS 'o7ss cow 7.33 � 759 'o6.s7 107.05 106.74 ENGINEER: 10767 so 4 -M 1 Q"R°EN 706 TOTAL: 472 S.F. 349 GPD DON DESMARAIS, RS ,H 2 , ; 1 7162 WITNESS: 7.04 ^o10 69 USE (2) 32' LONG x 3' WIDE x 2' DEEP DATE: MARCH 7, 2012 SHED 6 ■108.40 °o e LEACH TRENCHES OF PERF. SCH. 40 PVC PIPE AND STONE PERC. RATE _ < 2 MIN/INCH "10770 75 �� \ 107.38 CONC.BULKHEAD EL. = 107.8 o 6598 �\ oW 10 6 G� ,ozao E �71 CLASS I SOILS p# 13566 �E (` 6D4.59 ,p'1 - ■ 7.04 " 107.96Q E� 102.32 35.89 ELEV. ELEV. .68 EXIST. DWELL 107.20 TOP FNDN. 1 7.110 O» 4 107.4' 0" � 107.4 .1 .03 - 10&T , MA APPROVED DATE BOARD OF HEALTH 0 07' / FILL FILL 07.50 0715 '' 0107.55 o TITLE 5 SITE PLAN 07.55 / 07.60 7[102.83 07.56 O 6" 6" ?jS22• t07 b7. 9A �ryQ) / OF A/B A/B "106.65 I 107.02 - �,, iry Ls LS °;.43 k,06.83 06.4\+ P / 65 REDBERRY LANE ,� 1OYR 3/1 10,, 1OYR 3/1 �' q� MARSTONS MILLS 10 � � LO' AREA c\ �•� }103.27 B B 43,E32f S.F. 105.40 / / I PREPARED FOR 04.49 LS LS 99, 2.5Y 6/6 2.5Y 6/6 c { 13. 439 B&B EXCAVATION/ 04.5\ 36" 104.4' 36" 104.4' JOHN FRAZIER 104.32 103.47 ,03.5 I C C oo / 703.68ko MARCH 7, 2012 ate' ♦, �� PERC �H w � OF6fj 45H OFbfj off 508-362-4541 / �� sqc� Asti Sao fax 508-362-9880 MCS MCS DANIELA �� �o DANIEL y� I downcope.com o OJALA CIVIL k OJALA It��wn cape engineering Inc. 1OYR 6/6 1OYR 6/6 r�o, No.40980 126" 1 96.9' 126" 1 96.9' f°4.,s sT,q�`� �� ASS ® 9 F � �, � � civil engineers Scale: 1"= 30' �!�12 Ss�° AL . sUR land surveyors NO GROUNDWATER ENCOUNTERED 939 Main Street ( Rte 6A) 2-0 4 > 0 15 30 45 60 75 FEET DATE DANIEL A. OJALA, P.E., P.L.S. YARMOUTHPORT MA 02675 BENCH MARK : TEST HOLE RESULTS P 6 6 �33 DATE : WITNESSED ®Y _7 / � ,y 2 -- 2 ` At TEST HOLE 9!15' TEST HOLE I ro 'b I L pcH h f I Fy/T �? G 08 8H + a PROP.0 12' D .s r 38• � o L3 cauc \ 1` v FAM, ;S�PTic W.Ty s� �f^ © I. D11�TC t 1 . TgN/C PV � GRouND WATER GROUND WATER ENCOUNTERED ENCOUNTERED �qrc I 0lz v7 I W^y "-'°i— �r MANHOLES AND COVER TO BE BUI LT TO :o ELEV. TOP OF WITHIN 12" OF FINISHED GRADE FOUNDATION }'- FINISHED GRADE -�° 9� MIN. 2 % SLOPE ram - T 3 + 0 _ 4 DIA. - = � : :: " DIA. PIPE �-FiRS I2MIy' ` CMI � F 3� u S 'P I P E °^^` _ i MIN , 2 LAYER 0 I .-G,,,,,,,iv. MIN . P TCH %� FT �2LEVELE� '...�2" PEASTONE N PITCH Jam'.,., ¢., �` C.. - . . i �� '��• (mac? `' M FT. /'C�Oc7 -¢ •�J `�• % � / ►nv' INVERT :: . / Gt"�LLO(< ! INVE, T� 'Sus�i,p INVFl:T 1 � '. �j• �, 43 SEPTICr-{yK 'I FIST � /�.� ', cJ . � �2 DIA. G TO BE PLACED ,x T _ _ -- -=-n_ Ir�V Io - a r • ASI� ED sTCr� ` FOOTING INVERT w r ' ; ,• 7 _ '_ . ON A MINIMUM OF 18'' OF g_ I PLTcE ON R , ; ' ALL aI�oUNO VIRGIN R COMPACTED - ,�,.-,-!�_ ,� F I R M 8 � . II��---1 —, �� �,. - h SAND o M I N.) �n/0_ GARBAGE 2=0 N1 I N.) W._ i"• [ G e-2 I N C E R � ---�--- '`�• ti Z3c�T,' Cyr ;'NC7t ELEV. 72, S L✓ PR Cl F I L E OF GROUND WATER TABLE 434 4q SANITARY DISPOSAL SYSTEM ( NOT TO SCALE DESIGN DATA 0 CONSTRUCTION OF SANITARY DISPOSAL `' BEDROOMS SYSTEM SHALL CONFORM"; TO THE MASS. DESIGN FLOW 33o GAL/ DAY ENVIRONMENTAL CODE TITLE ' LEACH RATE 5 2 MIN./INCH (REVISED 7- 1-77 ) AND THE TOWN HEALTH DEPARTMENT REGULATIONS REQUIRED LEACHING CAPACITY : 4270. SEPTIC TANK, DISTRIBUTION BOX AND LEACH - PROPOSED 4270AL/DAY ING UNIT TO BE OF REINFORCED CONCRETE ', a, c ( �� T7'�� t /• ® 73'C4,�`*- MIN. CONCRETE STRENGTH = 3000PS. I• - REQUIRED SEPTIC TANK : /000 GAL. MIN. STEEL STRENGTH 20 , 000 PS. I . MIN. DESIGN LOAD I N G : /'/® PROPOSED SEPTIC TANK : /000GAL. 0 DRIVEWAYS NOT TO BE LO'"ATED OVER SYSTEM UNLESS H2O DESIGN LOADING IS USED 0 ALL PIPES AND FITTINGS TO BE WATERTIGHT AND TO BE OF CAST IRON OR APPROVED P.V.C. HEALTH ACCENT APPROVAL DATE S I T L A SHOWING PROPOSED CONSTRUCTION ZONING DATA LEGEND LOCATION : Zs ro,✓S iY• FOR : LEBEL— SOLLOWS DEV. CORP- - DATE : ZONE : TEST HOLE LOCATION LOT > AS SHOWN Old REVISIONS : REQUIRED AREA �{-3,, �Gc� .S,T EXISTING SPOT ELEVATION I7•F PE � � PE �� � E : LOT ` , -----.__ ._,., P�,,�N / C ,�/ V' / REQUIRED FRONTAGE _. /�O EXISTING CONTOUR 16 � A� � - G CA 40 REQUIRED FRONT SETBACK : © PROPOSED CONTOUR 16 0 " SCALE REQUIRED SIDE: SETBACK PROPOSED WATER SERVICE -*w,-W-------- U N T 3 /� P R O P O S E D GAS SERVICE ' 'G A9 SEciER REQUIRED . REAR SETBACK : f4NALECI PROPOSED ELEC. 81 TELE ---E aT It- a E . PRO FESSIONAL CIVIL EN G I N E E R BU I L D I NG INSPECTOR APPROVAL ' DATE 131 OLD ROUTE 132 HYANN IS , M.A. 02601 F14L E 1-40. 36 - --- --( T"E ; E'. (,617 ) 36 2 - 9 411 ) L I II a � I I IL I