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0028 STURGIS LANE - Health (2)
7m" 037 ■■■■mom■■■■■■■■■■■■■■■■■■■■ ■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■ ■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■ ■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■ ■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■ ■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■ ■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■ ■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■ ■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■ ■■■■■■■■■■■■■■■■ OETUM011 .,■■■■■■■■■■■■■■■■ ■■■■■■■■■■■■■■■■ ■■■■■■■■■■■■■■■■ J ■■■� ' o ■■■■■■■■■■■■■■■■ ■■■■ ■■ ■■ ■■■■■ i► ■■■■■■■■■■■■■■■■ ■■■■■■■■■■■■■■■■■■■■■■■■■■■ Y- ^1"' ■■■■■■■■■■■■■■■■■ ■■■■■■■■■■■■■■■■�■■�■■■■�■■�■■■■■■■■■■■■■■■■ ■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■ THE FOLLOWING IS/ARE THE BEST IMAGES FROM POOR QUALITY ORIGINAL (S) I A m / �C(�'-J LI DATA TOWN OF BARNSTABLE LOCATION e c e �► L tA SEWAGE# JILLAGE its' ��l�i�E�CL� ASSESSOR'S MAP&PARCEL INSTALLER'S NAME&PHONE NO. �— SEPTIC TANK CAPACITY 1,"etL e —c t:x1�(l_FF— (size) ti N t: •k k LEACHING FACILITY: (typ ) NO.OF BEDROOMS _ �fL . " OWNER N _ PERMIT DATE: -( COMPLIANCE DATE: Separation Distance Between the: Feet Maximum Adjusted Groundwater Table to the Bottom of Leaching Facility aI` Private Water Supply Well and Leaching Facility(If any wells exist on Feet site or within 200 feet of leaching facility) - Edge of Wetland and Leaching Facility(If any wetlands exist within 300 feet of leaching facility) Feet FURNISHED BY tip c \G� e S � V l - \A S+� f M TOWN OF BARNSTABLE :f:f JN SEWAGE # "'MLAGE ASSESSOR'S MAP& LOT 1 INSTALLER'S NAME&PHONE NO. SEPTIC TANK CAPACITY \SOO q ' LEACHING FACILITY: (type) (size) \000 e,fQ NO.OF BEDROOMS l BUILDER OR OWNER UAVA PERMM DATE: 11 20 I Gi 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) . IV Feet Edge of Wetland and Leaching Facility(If any wetlands exist within 300 feet of leaching facility) Pr Feet Furnished bye\LQ t 2A 4 t � ' - yo' _ /�S- so TOWN OF BARNSTABLE r.%JN �� y��\S I�iJ _ SEWAGE # "MLA-GE ASSESSOR'S MAP& LOT�rb�6-31 INSTALLER'S NAME&PHONE NO. SEPTIC TANK CAPACITY \BOG q ` LEACHING FACU.=: (type) �' ��15 (size) \000!�'AT_ NO.OF BEDROOMS BUILDER OR OWNER e-7%�-LC\ PUMffDATE: 'LO k ci 2) . COMPLIANCE DATE: Separation Distance Between the: Maximum Adjusted Groundwater Table to the Bottom of Leaching Facility `Z' 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 �C-� � A �e.1L 2 2>22 `► �y- Lko, ' so TOWN OF.BARNSTABLE LOCATION Me vZA i P 'L J4. SEWAGE# �P �a 7 VILLAGE ASSESSOR'S MAP&PARCEL INSTALLER'S NAME&PHONE NO. C. �. �®�'. —71 f SEPTIC TANK CAPACITY Cr'K 9T-1 m 1 g"a0 R2 Z"t_ t C.fit LEACHING FACILITY:(type) (size) >rA 1�. Jt��- I NO.OF BEDROOMS OWNER r PERMIT DATE: COMPLIANCE DATE: Separation Distance Between the: r 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 r/7 7as L - C. � �.y i7 o,.lp � r y� Fee THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: Yes PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS 9ppl Lation for MispoSal �&pstrttt Construction 3permit Application for a Permit to Construct( ) Repair( ) Upgrade;Abandon( ) ❑Complete System Individual Components Location Address or Lot No. 8 5SjuA eq,bm Owner's Name Address,and Te.No.6V*-.7 •i�7�� Assessor's Map/Parcel-,09- �1- 4 Installer's Nan de,A dress,and Ti .No._01T`9� %_. Designer's Name,Address,and Tel.No. 6Z)8-5" -3-3 f 3 Jae Type of Building: [� Dwelling No.of Bedrooms 7 Lot Size C75 �' sq.ft. Garbage Grinder( ) Other Type of Building No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow(min.required) U gpd Design flow provided V 69- gpd Plan Date O eo Number of sheets �7 fl Revision Date 6o /8/J— Title !'/oa S�n�°G j�4T 5i � p'°2 g .571 j A f n e ryeA,4Ae Size of Septic Tank A0 11qw, /k-� Amidype of S.A.S. ��i/� -,�� (I(� �7J "S Description of Soil , Nature/oaf Repairs or Alterations(Answer when applicable) >a� p / � k�.�1J cry 9� 1°A C' 19411,� .4140 1,24- X 547-Y`,Z � 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 Environment and not to place the system in operation until a Certificate of Compliance has been issued by this Board of He tied - Date t`e I33�ur� Application Approved b Date Application Disapproved by Date for the following reasons Permit No. 6 ®16- 2 ® Date Issued G / ----------------------------- --- -- -- -- ram"' Fee THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: Yes _ PUBLIC HEALTH DIVISION- TOWN OF BARNSTABLE, MASSACHUSETTS - Application for Bis,po8al 6pstent Construction Permit Application for a Permit to Construct( ) Repair( ) Upgrade(� ) Abandon:(5 ) ❑Complete System 21 Individual Components ~ ys, Location Address or Lot No.,.2 5- ,5ft,(A 5c.4,.,1r'r Owner's Name Address and Tel.No. 5_08'n '7 39-X';'&8 u I / `Sc�Mtn,a Lo,rta¢, n n Assessor's Map/Parcel aj7�-037 &f'Yls �l'e a$' S�uo ' ( &x►'l}S v I ytaller's Na - Address Te.No._US' Designer's Name,Address,and Tel.No. O$ 53/3 _nvc �y - o `�S-�+tYI ✓U �Ci(/ �CJY75!/�l/'�S ©c,,C.41 -Type of Building: Dwelling No.of Bedrooms Lot Size,J�10 5 sq.ft. Garbage Grinder( ) Other Type of Building No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow(min.required) �yo gpd Design flow provided V y' gpd Plan Date (� ��o�Co�/ l Number of ssh%eets� C3�C/ Revision Da�t/e� � /�S��Lt�S� j] Title p�-0j. Sep//.f 5.K " / i'le / CL," QS 15hio4/S (L ne a,rrmnfL 7 ' y mA ! Size of Septic Tank G'x/, ; ; /, flEtc� � ype of S.A.S.4,,, �,� �- „$CDic(�C/�fs�AS /cj X335 Description of Soil 1�nlll l tie Nature of Repairs or Alterations(Answer when applicable) X Date last inspected: 1 - Agreement: The undersigned agrees to ensure the construction and maintenance of the afore described on-site sewage disposal system in accordance with the provisions of Title 5 of the Environmental.Code and not to place the system in operation until a Certificate of Compliance has been issued by this Board of Health. ed Date sue— 4, .3� -.... / �^ , .5 Application Approved b Date ( Application Disapproved by Date for the following reasons ' Permit No. Is- Date Issued G Z 1 -.------- --------------------- - --------------------------------------------------------- TH&C-OMMONWEALTH OF MASSACHUSETTS ' BARNSTABLE,MASSACHUSETTS Certificate of Compliance THIS IS TO CERTIFY,,that theOn-site Sewagge�Disposal system Constructed( ) Repaired(�) Upgraded( ) Abandoned( )by r'�O( Gn5 YZj�/or .• l Pe- at a8 6arlS as been constructed in accordance / f r•r with the provisions o Title 5 and the for Disposal System Construction Permit No. O I S'� O� tl!dated h/? r t, Installer /' (��r2 ,C�pr����-Jj Designer irk°4w toorKs -0 _ F r #bedrooms Approved design flow U gpd The issuance of th s pe t shall not be construed as a guarantee that the system rl•l- ction as designed. Date _ 5 Inspectorr'� 1 Fee �© THE COMMONWEALTH10F MASSACHUSETTS ' PUBLIC HEALTH DIVISION -BARNSTABLE,MASSACHUSETTS Disposal .pstem Conetrnttlon VIetthtt Permission is hereby granted to Construct( ) Repair( ) Upgrade(...... Abandon( ) System located,at :? J�C�/�9GA /ANl 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. I Provided:Construction must be completed.within three years of the date of this permi. Date G,25L,& Approved by i JUL-22-2015 21:21 From: To:15087906304 Page:1/1 Tpw-n of Barnstable Regulatory Services i .. :. . Richard V, Scali,Iltterim Director Public]health Division `s¢y9r. n F ,a Thomas McKean,Director 200 Main Street,Hyannis,FVdA 02601 508-862-4644 Far. �508-790-630�4 � ;[iisialle�:c�i;.�:esi er.:Certif'ication'�+'trr..rh: _ :�•� �� �` �etivabe,l?errutt# ,_ 01 � �:s;11'1fA' areal.. . F . .D:...: et. insfaller: 4 AAd ¢iddrissst � . On 3q r Gly S ea;a_.P rt l fo, stall -(dale ; System of 2 _ "base. .on'a design dra !n,,tiy fSlgner - J certify that the septic system referenced above was installed substantially according to the design,which may include minor approved changes such as lateral relocation!of the distribution box and/or septic tar►k. Stn.D ciut (if required) was inspected and the soils were found satisfactory. 1, ,c iy',tbatttie.septje,sy tierg;m Clean d'above was installed with major chazlg (i.e; � 'tTian.1>0'la ezal.: .el'ocai 6 of'.t•6 S iS'or any veitic iel�'catSQn:of:any aarn�oneot Qf did sep"i�c systelDa).but cordanee4ith State & i'cal Ra ul etiru'Insion or ••,'�� d ande soils ceit�'Eted:'as-bwlt.by.;•desig�?�'f�?.11owS„dip out if regd}'a1as�'i�¢eete. were fotiad satisfactory: ; w 1 ccr* cyst referenced"above was const ructesi the oval ers(if applicable) F.. civic.,:.. l• ' e ,4$vc;X7esr�aer"s:5tamp�i�te):: , � , -signer's Srgnatur : . ' ,S j'R T: TRl�T T0 B:A:RI!TSTABl,E:PCTBLI TEL �fVISJ,ON':. CE�TIII��ATE :•O :: COiY LIANCE �V1I,J, NOT BE ISSIT A UNTIE. BOTH. T]3T5 l+'O' AIVD'i4S= CtD;.ARE:JCEISVED:'BY'TE BARt'iS'�`ABLE."PUBIG'HEAD �VISON. T YO.rr. Q; _dclDesi�erCeitffmion.forum Rev$-14-13,dae Double-compartment tank installation is only required when there is aneed to upgrade the septic system / soil absor tion system (for additional bedrooms above the existing septic capacity for example). The addition of a second kitchen, by itself, does not trigger an upgrade. If an additional kitchen is proposed along with additional bedrooms, above the existing septic system capacity, then a double compartment tank shall be introduced (see list below). A double compartment tank is required for the proposed construction of an in-law apartment which is completely separate from the main house and for other similar separate structures. If there is self- sufficiency, then a double compartment tank would be required. If the structure is a detached bedroom with self-contained living quarters, the applicant will be required to install a double compartment tank. However, if there is a connection in the house to the new living area, this would not necessarily be considered as a separate dwelling. If what is proposed requires someone to travel to the main house for amenities (such as traveling to the main kitchen in the house), it would not require a double compartment tank. Here are some examples: 1) Separate Pool House- NO (double compartment tank is not required) 2) Separate Pool House with private room(s) that may be considered as possible "bedroom(s)" - NO 3) Separate Pool House with private room, bathroom and kitchen -YES (double compartment tank is required) 4) Bedroom over a Garage - NO 5) Bedroom over a garage with a bathroom - NO 6) Bedroom over detached garage with bathroom and kitchen -YES 7) Bedroom over attached garage (with a separate entrance, without any internal connection) with bathroom and kitchen -YES Double-compartment tank installation is only required when there is a need to upgrade the septic system. PETER MCENTEE <peter.mcentee@gmail.com> Tue, Jun 23, 2015 at 8:17 AM To: "Stanton, David" <David.Stanton@town.barnstable.ma.us> Cc: "Paul @ Bortolotti" <pwillard.bci10@verizon.net> Dave, Regarding 28 Strurgis Ln, I was not informed that there would be an additional outlet (separate from the main house) that will be exiting the addition. Also, there is no net increase in number of bedrooms. I am going to have Bortolotti hand in plans for both scenarios. If you could please take a look at them and determine if it falls into your criteria for a 2 compartment tank, Thank - Peter (Quoted text hidden) Peter T. McEntee PE - Principal Engineering Works, Inc. 12 WPst (:rnssfield Road Town`of Barnstable P# Ali 7• Department of Regulatory Services ..I Public Health Division Date 111 h9 200 Main Sheet,Hvanais MA 02601 aj Date Scheduleda kl /, Time Pik ._' Fee Pd.�� ' Soi uitab'ili Assessment or Stl�e 's os/�,tY [, f P Performed By: ��1 'cE�7LC (S'1 Witnessed By: LOCATION&GENERAL INFORMATION M Location Address' S-/-VXS 4 Owner's Narr-Ua�mee��a (3q"rQ b Address -Si-vr,;4`5]nt V\ .sts Asseor's Map/Parcel: o<A Engineer's Name A 0'�G, 0't•L�� C�J O NEWCONSTRUCFION REPAIR VI 61' Telephone# 57 � � � r!Q - Land Use �$�ptiZtrt'i'�7ti ;Slopes(1/0 Surface Sto"s t/ Distances from: Open Water Body o-a ft Possible Wet Atea21 ft Drinking Water Well ft Drainage Way;7160 R Property Line +r_ +ft Other ft SKETCH:(Street name,dimensions of lot,exact locations of test holes&pert tests,locate wetlands in proximity to holes) (�TP-i € —L I UQ�-t Parent material(geologic) 0.f- k Depth to Bedrock 'V ' �'�✓ inn Depth to Groundwater. Standing Water in Hole: AJ//}� Weeping from Pit Face iry It' 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 Time Observation Hole# Twe at 9" Depth ofPerc . 3�2€� Time at 6^ • . Start Pre-soak Time.@ L SNk`.n�l„k,1, Time(9"-6'1 End Pre-soak 'LS Qre (alsIs#gttil—w� �e.A-C M, I+t i-{.Q to C L Rate MinAnch Site Suitability Assessment. Site Passed v Site Failed: 'Additional Testing Needed(Y/N) J 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:VSEPTIC,PERCFORM.DOC . DEEP OBSERVATION HOLE LOG Hole# f Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Mansell) Mottling (Structure,Stones,Boulders. Consistency.%Gravel) o-1 z A vo yrz 4 l z i . Z- 8 Ltr la'3 r. — Its-13-- t✓ K-1L Z.sYO/q DEEP OBSERVATION HOLE LOG, Hole# Z . Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munseil) Mottling (Structure,Stones,Boulders. Consistency.%Gravel) ® Zo-Z� A 13%6 C M A,Ja-A Zr-N V`( DEEP OBSERVATION HOLE LOG Hole# Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Mansell) Mottling (Structure,Stones,Boulders. Consistency.%Gravel) i DEEP OBSERVATION HOLE.LOG -^ Hole,# . Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Mansell) Mottling (Structure,Stones,Boulders. ` Consistency.%(ravel) Flood Insurance Rate Mau; Above 500 year flood boundary No_ Yes Within 500 year boundary No Yes Within 100 year flood boundary No Yes T Death of Naturally Occurrine 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? If not,what is the depth of naturally occurring pervious material? Cet�atlon II �9�1� p Pp y I ce that on (date)I have passed the soil evaluator examination approved b the Department of Environmental Protection and that the above analysis was performed by me consistent with the required training,,expertise and experience described in 310 CMR 15.01`7. 1 , Signature �NJ��I Date Q:\SEPTlCVERCFORM.D0C AsBuilt Page 1 of 1 TOWN OF BARNSTABLE LOCAT.DN SEWAGE M VILLAGE 'i,54N ASSESSOR'S MAP&LOT aXt n3, INSTALLER'S NAME&PHONE NO. SEPTIC TANK CAPACITY soo 4%"t LEACHING FACILITY: (type) !L 8�T`� (size)_1000 T'A NO.OF BEDROOMS � BUILDER OR OWNER Ca t�_LA_ 1 IDATE: 1 l�2.0 1 et )COMPLIANCE DATE: Separation Distance Between the: Maximum Adjusted Groundwater Table to the Bottom of Leaching Facility `Z Feet Private Water Supply Well and Leaching Facility (If any wells exist on site or within 200 feet of leaching facility) N t1 Feet Edge of Wetland and Leaching Facility(If any wetlands exist within 300 feet of leaching facility) 19 r Feet Furnished by k 2A t 2 U, Lkp` so' hs- so &S- 34' http://issgl2/intranet/propdata/prebuilt.aspx?mappar=278037&seq=1 7/25/2014 COMMO'\-WEALTH OF NL-�SSACHLSETTS ExECUTIVE OFFICE OF E\ 'IRO\ti1ENTk.I, AFFAIRS - DEPARTMENT OF ENVIRONMENTAL PROTECTION ONE WINTER STREE-7. BOSTON KA 02106 (617) 292-550u TRUDY CO\E Secretan ARGEO PALL CELLUCCI DAVID B. STRUHS Governor � ' Cottuniss:c:er 11 SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART A o 31 CERTIFICATION Property Address: �C"�•`�':S �� $C+CNS�c�jt,�, Name of Owner Address of Owner: Date of Inspection: _ f� Name of Inspector: (Please Print) [ ( C t C/� v I act a DE.° approved system inspector pursuant to Section 15. of Title 5 (310 CMR I S.000) Company Name: 4- / u ),.4-r C 1_57(n v.r a o. & _Q- Marring Address: — _ it/� O7_�lic -J - Telephone Number: fSozj:j Gy 3 _ /L Z(=> CERTIFICATION STATEMENT 1 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 inspection. The inspection was performed based on my training and experience in the proper function and maintenance of on-site sewage disposal systems. The system: Passes Conditionally Passes Needs Further Evaluation By the Local Approving Authority ` _ Fails Inspector's Signanue: Date: C The System Inspector shall submit a copy of this inspection report to the Approving Authority (Board of Health or DEP)within thirty (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 Department of Environmental Protection. The original should be sent to the system owner and copies sent to the buyer, if applicable, and the approving authority. NOTES AND COMMENTS �f 1� r iIca 8 1aq, 7. revised 9/2/98 Page I of 11 Ci Ve:ned o�Rec%cled ripe' SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART A - CERTIFICATION (continued) — %roperty Address: Jwner: Date of Inspection: INSPECTION SUMMARY: Check A, B, C, or D: A. SYSTEM PASSES: have not found any information which indicates that any of the failure conditions descri/in, CC MR 15.303 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" sectio need to be replaced or repaired. The system, upon completion of the replacement or repair, as approved by the Board of Health, ill pass. Indicate yes, no, or not determined (Y, N, or NO). Describe basis of determination i all instances. If "not determined", explain why not. The septic tank is metal, unless the owner or operator has pro ded the system inspector with a copy of a Certificate of Compliance (attached) indicating that the tank was installed ithin twenty (20) years prior to the date of the inspection: or the septic tank, whether or not metal, is cracked, structura y unsound, shows substantial infiltration or exfiltration, or tank failure is imminent. The system will pass inspection if th existing septic tank is replaced with a complying septic tank as approved by the Board of Health. Sewage backup or breakout or high static water vel observed in the distribution box is due to broken or obstructed pipe(s) or due to a broken, settled or uneven distributio box. The system will pass inspection if(with approval of the Board of Health). broken pipe(s) are replac d obstruction is removed distribution box is lev led or replaced The system required pumping more th n four times a year due to broken or obstructed pipets). The system will pass inspection if (with approval of the B rd of Health): broken pipets) a replaced obstruction is emoved revised 9/2/98 Pagc2of11 R r SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM_ PART A CERTIFICATION (continued) Property Address: Gwner: Date of Inspection: 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 syst is failing to protect the public health, safety and the environment. 1) SYSTEM WILL PASS UNLESS BOARD OF HEALTH DETERMINES IN ACCORDANCE WITH 310 CM 15.303(1)(b)THAT THE SYSTEM IS NOT FUNCTIONING IN A MANNER WHICH W1LL PROTECT THE PUBLIC HEALTH AND SAFELY AND THE ENVIRONMENT: Cesspool or privy is within 50 feet of surface water Cesspool or privy is within 50 feet of a bordering vegetated wetland or a salt mars 2) SYSTEM WILL FAIL UNLESS THE BOARD OF HEALTH(AND PUBLIC WA SUPPLIER, IF ANY)DETERMINES THAT THE SYSTEM IS FUNCTIONING IN A MANNER THAT PROTECTS THE PUBLIC HEALTH A SAFETY AND THE ENVIRONMENT: The system has a septic tank and soil absorption system (S 1 and the SAS is within 100 feet of a surface water supply at tributary to a surface water supply. The system has a septic tank and soil absorption system nd the SAS is within a Zone I of a public water supply well: The system has a septic tank and soil absorption syste and the SAS is within 50 feet of a private water supply well. The system has a septic tank and soil absorption sys m and the SAS is less than 100 feet but 50 feet or more from a private water supply well, unless a well water anal is for coliform bacteria and volatile organic compounds indicates that the well is free from pollution from that facility and t presence of ammonia nitrogen and nitrate nitrogen is equal to or less than 5 ppm. Method used to determine distanc (approximation not valid). 31 OTHER revised 9/2/9 Page 3ofII SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART A CERTIFICATION (continued) _ P operty Address: Owner: Date of Inspection: D. SYSTEM FAILS: 'You must indicate either "Yes" or "No" to each of the following: !! I have determined that one or more of the following failure conditions exist as described in 310 CMR 1�5.303. The basis for this determination is identified below, The Board of Health should be contacted to determine what will beInecessary to correct the failure. Yes No Backup of sewage into facility or system component due to an overloaded or clogged SA`S or cesspool. . k Discharge or ponding of effluent to the surface of the ground or surface waters due to.,in 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 t an 112 day flow. Required pumping more than 4 times in the last year NOT due to clogged or obstructed pipe(s):` Number of times pumped_ Any portion of the Soil Absorption System, cesspool or privy is below the high groundwater elevation. Any portion of a cesspool or privy is within 100 feet of a surface wat'i supply or tributary to a surface water supply. Any portion of a cesspool or privy is within a Zone I of a public well!!! Any portion of a cesspool or privy is within 50 feet of a private, ater 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. If the well has been analyzed to be acceptable, attach copy of well water analysis for •coliform bacteria, volatile organic compounds, ammonia nitrogen and nitrate nitrogen. E. LARGE SYSTEM FAILS: You must indicate either "Yes" or "No" to each of the following: . The following criteria apply to large systems in addition to /ecriteria above: The system serves a facility with a design flow of 10,0O0 gpd or greater(Large System) and the.system is a significant threat to public health.and safety and the environment because one o more of the following conditions exist: Yes No the system is within 400 feet of a su ace drinking water supply the system is within 200 feet of a ributary.to a surface drinking water supply the system is located in a nitro n sensitive area(Interim Wellhead Protection Area - IWPA) or a mapped Zone 11 of a public water supply well). The owner or operator of any such system sh- upgrade the system in accordance with 310 CMR 15.304(2). Please consult the local regional office of the Department for further informati n. revised 9/2/98_ Iluge4ofII SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART B CHECKLIST Property Address: P.b Owner: C1%LL%k rx-_yA_ Date of Inspection: Check if the following have been done: You must indicate either "Yes" or "No" as to each of the following: , Yes �. No Pumping information was provided by the owner, occupant, or Board of Health. _ None of the system components have been pumped for at least two weeks an&the system has been receiving normal flow rates during that period. Large volumes of water have not been introduced into the system recently or as part of this inspection. X _ As built plans have been obtained and examined. Note if they are not available with NIA. X _ The facility or dwelling was inspected for signs of sewage back-up. _ The system does not receive non-sanitary or industrial waste flow. _ The site was inspected for signs of breakout. _ All system components, excluding the Soil Absorption System, have been located on the site.. _ The septic tank manholes were uncovered, opened, and the interior of the septic tank was inspected for condition of baffles or tees, material of construction, dimensions, depth of liquid, depth of sludge, depth of scum. The size and location of the Soil Absorption System on the site has been determined based on: _ Existing information. For example, Plan at B.O.H. _ Determined in the field (if any of the failure criteria related to Part C is at issue, approximation of distance is unacceptable) (15.302(3)(b)1 Al- _ The facility owner (and occupants, if differeru from owner) were provided with information on the proper maintanaer.&-0f SubSurface Disposal Systems. revised 9/2/98 Page 5of 11 SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART C SYSTEM INFORMATION _ 'roperty Address: Owner:Q-)Ai tui. Date of Inspection: t i FLOW CONDITIONS RESIDENTIAL: 1 Design flow: fi4t li g.p.d.!bedroom. Number of bedrooms (design):S L '" Number of bedrooms (actual(: Total DESIGN flew _ Number of current residents: Garbage grinder(yes or no): J�j Laundry(separate system) (yes or no):W: If yes, separate inspection required Laundry system inspected a or no) Seasonal use (yes or no):_�&L Water meter readings. if available (last two year's usage (gpd):\�, Sump Pump (yes or no):—I.Z Last date of occupancy: t11 N ti COMMERCIAUINDUSTRIAL: Type of establishment: Design flow: qpd ( Based on 15.203) " Basis of design flow Grease trap present: (yes or no)_ Industrial Waste Holding Tank present: (yes or no)_ Non-sanitary waste discharged to the Title 5 system: (yes or no)_ Water meter readings, if available: Last date of occupancy: OTHER:(Describe) Last date of occupancy: GENERAL INFORMATION PUMPING RECORDS and source of information; System pumped as part of inspection: (yes or no)i If yes, volume pumped: gallons Reason for pumping: TYPE OF SYSTEM _ Septic tank/distribution box!soil absorption system s d Single cesspool Overflow cesspool Privy Shared system (yes or no) (if yes, attach previous inspection records,if any) IlA Technology etc. Attach copy of up to date operation and maintenance contract .Tight Tank Copy of DEP Approval Other APPROXIMATE AGE of all components, date installed(if known) and source of information: Sewage odors detected when arriving at the site:µ(yes or no)_1!�o revised 9/2/-$ I'rgc6nf 11 SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART C SYSTEM INFORMATION (continued) —' 'roperty Address: i1F5 -33?4z"ll% Owner: Date of Inspection: BUILDING SEWER: ` LJ (Locate on site plan) Depth below grade: b Material of construction: _cast iron 40 PVC_other (explain) Distance from Rrivate water supply well or suction line Inum Diameter �l ments: (condition of joints, venting, evidence of leaka e, etc.) —S, SEPTIC TANK: %4t-S, (locate on site plan) Depth below grade:GH Material of construction: -concrete_metal _Fiberglass _Polyethylene _other(explain) If tank is metal, list age_i Is age confirmed by Certificate of Compliance_ (Yes/No) Dimensions: Sludge depth. N Distance from top of sludge to bottom of outlet tee or baffle:_ Scum thickness:_ Distance from top of scum to top of outlet tee or baffle: \Zf w , Distance from bottom of scum to bottom of outlet Aee or baffle:_ How dimensions were determined: 'omments: (recommendation for pumping, condition of inlet and outlet tees or baffles, depth of liquid level in rel ion•to outlet'nvert, structural integrity. evidence of leakage, etc.) C, v% 1, ^ v ` GREASE TRAP: (locate on site plan) Depth below grade:_ Material of construction:_concrete _metal _Fiberglass _Polyethylene_other(exp(ain) 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: Comments: (recommendation for pumping, condition of inlet and outlet tees or baffles, depth of liquid level in relation to outlet invert, structural integrity, evidence of leakage. etc.) revised 9/2/98 " Pal:e`7noru r - • r f it ! • SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART C SYSTEM INFORMATION (continued) 'roperty Address: b l 0—�i S Owner:Cj, 1L:"p b C1 Date of Inspection:►l{ �Cj, TIGHT OR HOLDING TANK: V`L (Tank must be pumped prior to, or at time of, inspection) (locate on site plan) Depth below grade:_ Material of construction: _concrete_metal _Fiberglass _Polyethylene —other(explain) Dimensions: Capacity: gallons Design flow: gallons/day Alarm present Alarm level: Alarm in working order: Yes_ No_ Date of previous pumping: Comments: (condition of inlet tee, condition of alarm and float switches:etc.) DISTRIBUTION BOX:_ (locate on site plan) / Depth of liquid level above outlet invert: L .ic'% Comments: (note if level and distribution is equal, evidence of solids carryover, evidence of leakage into or out of box, etc.) 6o x t - e.. ,i-J t. ► v o.S :., uc t v `► �' . PUMP CHAMBER: (locate on site plan) Pumps in working order: (Yes or No) Alarms in working order(Yes or Not Comments: (note condition of pump chamber,•condition of pumps and appurtenances, etc.) revised 9/2/98 ragem or SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM 'PART C SYSTEM INFORMATION (contirwed) — Yoperty Address: ��j 'TUVS Owner: Date of Inspection: SOIL ABSORPTION SYSTEM (SAS): 4tS (locate on site plan, if possible: excavation not required. location may be approximated by non-intrusive methods) If not located, explain: Type: leaching pits, number: 9A leaching chambers, number._ leaching galleries, number,_ leaching trenches,number, length: leaching fields, number, dimensions: overflow cesspool, number:_ Alternative system: Name of Technology: Comments: (note condition of soil, signs of hydraulic failure, level of pa ding, damp soil. condition of ve@@etation, etc.) t1 F �t6 r �t- 9 ni. Q:C CESSPOOLS: b (locate on site plan) . . Number and configuration: Depth-top of liquid to inlet invert: Depth of solids layer: )epth of scum layer:. i Dimensions of cesspool: Materials of construction: Indication of groundwater: inflow (cesspool must be pumped as part of.inspection) 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.) revised 9/2/98 Pagt'9(if 11 SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART C SYSTEM INFORMATION (continued) ,groper-ty Address: oZt )Wnw: G1 U-A(AwCI Date of Inspection: SKETCH OF SEWAGE DISPOSAL SYSTEM: include ties tq at least two permanent reference landmarks or benchmarks c. locate all wells within 100' (Locate where public water supply comes into house) 2-5 �11T* Z Val 6 3*1 AL - ay M Lil .�1 ' t3i_ 3Lr 1 AS - 5u ' revised 9:12/98 r Ir.gV10(if II SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM ., PART C SYSTEM INFORMATION (confirwed) —' ropertY Address: A 6 vS Owner: G,w—, Date of Inspection: it`ZL`ctc NRCS Report name a Soil Type c,.+. �rrt.+d Typical depth to groundwater -$ k2_ t ,L1�c4w) USGS Date website visited Q,.rtz, Observation Wells checked Groundwater depth: Shallow Moderate Deep SITE EXAM Slope vt-163 Surface water paQ Check Cellar yn,5. Shallow wells :a. i Estimated Depth to Groundwater fit'Feet Please indicate all the methods used to determine High Groundwater Elevation: Obtained from Design Plans on record Observed Site(Abutting property, observation hole. basement sump etc.) Determined from local conditions Checked with local Board of health Checked FEMA Maps Checked pumping records Checked local excavators. installers Used USGS Data Describe how you established the High Groundwater Elevation. (Must be completed) �f2Gs5i5'f..► P�c�tJ Sha.�:S fV0 Wo,�,:fr t'�r ��1 E4 revised 9/2/98 Pugeitor11 L O C.A T ION � � SEWAGE PERMIT NO. /'VrILLAGE `v I N S T A LLER'S NAME a ADDRESS per- `ram A Q R U I L D E R OR OWNER DATE PERMIT ISSUED DATE COMPLIANCE ISSUED � 30 1 u No.... .................. THE COMMONWEALTH OF MASSACHUSETTS' OARD 0 0 HEALTH ........;..............OF....... ..................... Appliration for Disposal lVorks4onstrudion Frrmit hereby made for a Permit to Construc Application is ere y in t -& or'Repair an Individual Sewage Disposal System i�at:.7 .................................................... .... ....... ...... !7. ............................................. ............. cation-Address IN TA 10.1............................ ......... ...0.a Addres:,3.,, rD, rA Owners ......................... ...) T.0 j ........................ .... ................ .......A Installer Address Type of Building Size Loe.�,t_.....................Sq. feet Dwelling—No. of Bedrooms--------------------------------------------Expansion Attic Garbage Grinder Other—Type of Building ............................. No. of persons............................. Showers Cafeteria Other fiyjurcs ..................................... ... ....................... AgIO&Z-104, -------------------------- Design-Flow............ ... gallons,per' day. Total PeF6@a.+,P ------------------------------ Septic Tank—Liquid capacity`7 gallons Len gthl.ff.� ..... ... Diameter.............. Depth-$............ Disposal Trench—No..................... Width Total Length......... Total leaching area... ----r--Iq: ft. S, Seepage Pit No......... JD�eter......Width. Total below inlet........._____-* Total leaching a sq. ft. Other Distribution'box ('I' Dosing tank Percolation Test Results Performed by.......................................................................... Date........................................ Test Pit No. I Results per inch Depth of Test Pit...-_ Depth to ground water....72�' _;�3,minutes per inch Depth of Test Pit..._.lb...... Depth to ground water... Test Pit No. 2- .,- n 0D t n of Soil-- ..... ........----- -- . ..... Of---- .. .. . . -Z..--- ...-......... ....... ........... .. % . .......... - -- - --- . ............................................................................................................................... U .. Nature of Repairs or Alterations Answer when applicable..................................................................................:............ ................................................................................................................I.................................................... .................................. Agreement: The undersigned agrees to install the aforedesciibed Individual Sewage Dispoial System in accordance with the provisions of TLITA U 5 of the State Sanitary Code— The undersigned further agrees not to'place the system in operation until a Certificate of Compliance.has,Xehrl issued by board of health. Signedt�)R__n.. ..... ................... Da ApplicationApproved By.........................j.. .. ........................ •.......................... .... . .... Date............... . Application Disapproved for the following reasons:..............................................................................................................- ......................................................................................................................................................................... ........................... Date Permit No....'.S!1::�.455..............7...... IssuedL...................................................... D t � P THE COMMONWEALTH OF MASSACHUSETTS .., Via; BOARD OF .,HEALTH u " ' iration for Disposal Wrki Tonstrur#t n. ramit Application is hereby made for a Permit to Construct ( ) or Repair ( ) in Individual Sewage Disposal System at ��r,. ,,Location Address _ 1A1_. _- ?- t tAr .1:A,t . ........................ .......... O _....y......+ .1f .. wner - Address r�.....Z24CA.rct 1.# := t.... p�- _lkkary\?_"�_......... -................ ►-a Installer 4 M� p - j r Address( I" r ` Type of Building �f Size L K.... � ._...._..Sq. feet, U Dwelling—No. of Bedrooms..............................................Expansion Attic ( ' ) Garbage Grinder '(�D Other—Type of-Building ...................... No. xOf persons......... Showers ( ) — Cafeteria ( ) a Other fixtures ,�, g�-�z '�----- -._..._ .. d gallons per arson er day. Total daily flow Design Flow:.. f ,. g P per-son-per, Y , a ,lons.,, W ia capacity t�?gallons Length__��. __ Width_/ /Q__ Diameter.... ....... Depth �... ,_.. Septic Tank—;Llquid x Disposal Trench No ....... Width_. .............. Total Length Total leaching area.. t sq. ft. Seepage Pit No......... Diameter....... ...... Depth below inlet.......j�!... Total leaching area_V _......rsq. ft. Z Other Distribution box (` Dosing tank ( j Percolation Test Results Performed by....._...-„________________ ___ _ Date :...__..........._____________.... }, Test Pit No. 1_. _- '__minutes per inch Depth of Test Pit --/�'___ Depth to ground water_:-_2_Z_�-: fz, Test Pit No. 2...�__- minutes per inch Depth of Test Pit._.-.�f�_______ Depth to ground water...`-,(...._..-__. ............... Desch tion of Soil ' - � - W .............. ------- vr-? -------------------------------------- •--------•-----------••-- ,. 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 iITIE, 5 of the State Sanitary Code—The.undersigned further agrees not to place the system in operation until a Certificate of Compliance has Pe issued by board of health. Signed• :. --•• ........................---•---•--_----• . �� r ... PPApproved � `� ``' .......t.. Za Application By---------------------------cam:.._--_ -•___- -- ,�- tf s P Date Application Disapproved for-the following reasons. ............ •••...... ................................................................................ 1 J,:', Permit No.._.. ----------• Date C� • THE-COMMONWEALTH OF'MASSACHUSETTS �t'3 _°� .`., "' ' { Y BOARD OF HEALTH .....................................OF............ (Irr#if iratr of, (tam fitturr TUI,S, IS TO C TIFY, That th In :vidu Sewje Disposal System constructed ( ) or Repaired ( ) Installer 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......�.... .... dated... .............................•.............. THE ISSUANCE OF THIS CERTIFICATE SHALL NOT BE CONSTRUED AS A GUARANTEE THAT THE SYSTEM WILL FUNCTION SATISFACTORY. / �= (r DATE.... '. �.;r = - r - ------ Inspector----- ......_.a. it d r.. ...............- THE COMMONWEALTH.,OF MASSACHUSETTS BOARD OF HEALTH ............................OF.......................................................... .................... �yl� No....... FEE........................ utopos t arko glonstrurtion ramit -_ Permission is hereby granted........ 4. ----•-- - to Construct ( ) or Repair ( ) an Individual Sewage Dis osal System �z r 03. Street as shown on the application for Disposal Works Construction Permit No.OH" ..__ D'ated____..: = .1. .._.:.._:........ •.' ___ / J Board of Health DATE. '` - 1.) CONTRACTOR IS TO VERIFY ALL EXISTING CONDITIONS - - - &DIMENSIONS IN THE FIELD - 2.) CONTRACTOR TO VERIFY ALL INTERIOR&EXTERIOR MATERIALS, DETAILS,&FINISHES IN THE FIELD WITH OWNER - 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 OOILDING CODE,8TH EDITION AMENDEMENT&IRC2009 - 5.) 110 MPH EXPOSURE B WIND ZONE,2.50 ASPECT RATIO - 2- - - WINDOW SCHEDULE 6.) ALL SHEETS OF PLYWOOD WALL;,HEATHiPiG TO BE INSTALLED VERTICALLY, - - � - - OR HORIZONTALLY W/BLOCKING AT EDGE) ;:6E/12"FIF.1.n rtnza0 - "� t2'0• TYPE:MANUFACTURER'S UNIT ROUGH OPENING REMARKS 7.) ALL LVL-LUMBERlBEAM$TO BE 1.9e U480 LOAD - - I - - - 8.) SEE CERTIFIED PLOT PLAN DEVELOPED BY BAXTER NYE ENGINEERING& A MARVIN ITDH3056 2'-6 1/2"z 4'-8 1/4' INTEGRITY DOUBLEHUNG e SURVEYING FOR ALL PROPOSED 8 EXISTING DETAILS A6 B ITDH3040 2'-6 1l2"x 3'4 1l4" INTEGRITY DOUBLEHUNG 9.) FOLLOW ALL MANUFACTURER'S SPECIFICATIONS FOR INSTALLATION OF ALL - E C ICA2939 2'•5"x X-3 5/8" INTEGRITY CASEMENT - SIMP9@N COMPONENTS - • D ITDH3052 7$ 112'x4'-0 114" INTEGRITY DOUBLEHUNG ,( 10.)ALL OPNCRETE USED FOR FOUNDATION WALLS,FOOTINGS&SLABS 'E ITDH30523W - T-5 1/2'x 4'-4 1/4*. INTEGRITY DOUBLEHUNG TO BE 3000 PSI - F - ITDH30483W 7'-5 1/2"x 4'-0 1/4" INTEGRITY DOUBLEHUNG o- �. ALL PLUMBING 8 ELECTRICAL DETAILS W/OWNERS ON THE _ - .�.. 11. VERIFY E DURING 1.CONTRA FRAMING CONSTRUCTION i CTOR TO VERIFY ALL WINDOWS WITH OWNER&R.O'S WITH WINDOW MANUFACTURER PRIOR -U OR TO ORDER PLACEMENT - a� NEW E D 12.)TIMBER FRAMING TO BE SPRUCE/PINE/FIR NO.2GRADE _ m 2.MARVIN INTEGRITY WOOD-ULTREX STONE WHITE EXTERIOR,WHITE INTERIOR E UTILITY INSTALLATIONS FROM STREET TO NEW HOUSE �MOFC31AS q - , DINING W/SIMULATED DIVIDED LITES&SCREENS,VERIFY ALL DETAILS W/OWNER VIA UN@ERGROUND CONNECTIONS TO COMPLY W/ALL LOCAL CODES - 14.)THIS OITE IS IN THE 110 MPH WIND BORNE DEBRIS AREA,EXPOSURE 48' - - •- ' • - &WITHIN ONE MILE OF CAPE COD BAY PER STATE OF - - c NEW •I''-5�°-f - MASSAOHUSETTS WIND SPEED MAPS - - -. - LIVING 3' 15.)GLAZING PROTECTION PER 780 CMR 5301.2.1.2 TO BE IMPACT GLAZING - _ ---------- DWI - - _ OR PLYWOOD PANELS,VERIFY ALL WIND BORNE DEBRIS PROTECTION - - KITCHEN ISLAND - " REQUIREMENTS W/OWNERS PRIOR TO START OF CONSTRUCTION - - - W 12.30 STEEL BEAM 16.)FOLLOW ALL REQUIREMENTS OF THE IECC2012 RESIDENTIAL ENERGY z` - C sINK WELDED TO STEEL COLUMNIPLATE - EFFICIENCY REQUIREMENTS&VERIFY ALL DETAILS WITH THE INSULATION " A6 a 'NEW ryERIFY KITCHEN I - " INSTALLER/CONTRACTOR FOR THE STRETCH ENERGY CODE _ - - - KITCHEN.,a,LAYOUT WIOWNEFU -r - e•.6•arz-sTErLPUTE 17.FOLLOW ALL REQUIREMENTS OF THE 110 MPH CHECKLIST SUPPLIED b WELDEDTO4•a4•.M• - I STEEL COLUMN WITH THIS SET OF PLANS. .. - - - 16•- REF. O _-J - - 21.4- 42< PAN. I"6 WALL 0 O - - _ - _ 6'.6'a 31d•STEEL PLATE EXPANDED zeaa- y L11N.. o y 0 _ STETEEL�DrCOLU N DRILLA DECK �- I O 2.-0 GROUT FOR sre-Du rLc. • - N THREADED ROD WI NUTSI - " • - • IA2EK DECKWGI_ I �•. 5'-0' a O 0 WASHERS OR WOW. � - TrtEN HD BOLTS(OTY.4( •� - IOU NEW B - I SPOST CONCRETE WALL 26•.B6' BATH m a a a TOP VIEW END VIEW RE-BUILT ,- I DECK B ze'.sre' -�ImR� B - - IA2EKDEDKINGI A6 clos. /\ 6 . � STEEL BEAM/POST-DETAIL _ I, ro SCALE:1/2"=V-0" a I ACCESS I -0.. EXIST. o 6'-0- EXIST. , Q .. GARAGE MUDROOM 0 II m - EXIST. .I(, - iii NEW Q SMOKE DETECTOR ' DINING. II III ,.°.i6.8. HAL a ©CARBON MONOXIDE.DETECTOR EAT DETECTOR EXIST. LEGEND: II DN..-- LIVING NEW ElHPOR ° BEDROOM p O EXISTING WALLS (AZE DECK I GI -- I I a J CONSTRUCTION TO BE REMOVED HH M NEW CONSTRUCTION a - I I I TOTAL AREA CALCULATIONS 4 EXIST. - - - -- EXIST.FIRST FLOOR =1.100 S.F. - DINING EXIST. EXIST.SECOND FLOOR 1340 S.F. HALL I I• NEW ACCESSORY APT. =1028 S.F. , " a EXIST.GARAGE =528 S.F. - II ( a A m UP I I A6 4 IECC2012 RESIDENTIAL ENERGY EFFICIENCY DETAILS CLIMATE ZONE SA(USE EITHER PRESCRIPTIVE VALUES OR RESCHECK CALCULATION z-1r B.r r-10• B.r TABLE 402.1.1(MINIMUM PRESCRIPTIVE INSULATION&FENESTRATION REQUIREMENTS) FENESTRATION SKYLIGHT CEILWG WOOD FRAMED WALL FLOOR BASEMENTWALL-SEMENTSLAB CRAWLSPACEWALL UFACTOR UFACTOR R-VALUE R-VALUE R-VALUE R-VALUE R-VALUE RNALUE 0.36 0.60 49 20 30 10113 10(2 FT.DEEP). 10f13 ' 38'0° Tfi- 15.0' . - NOTES: CPLAN - - - 2.0 13 MEANS R=15 CONTINUOUS INSULATED SHEATHING ON THE INTERIOR OR EXTERIOR - FIRST FLOOR P LAN - OF THE HOME OR R=13 CAVITY INSULATION AT THE INTERIOR OF THE BASEMENT WALL 3.REFER TO IECC 2012 CHAPTER 4 FOR ALL INSULATION&ENERGY REQUIREMENTS ERRORS OR OMISSIONS ME FOUND M ' C{® COTUIT BAY DESIGN. LLC NEW ADDITION/REMODELING FOR: THEDEBIGNERSHALBENORFED6MY 43 BREWSTER ROAD CONSTIRuCTION..THEBUILTDIINCCONTTR`ACTOR SCALE : DRAWING NO. MASHPEE,MA. 02649 1/4'= 1•-0' PH.(508)274-1166 MANGAN RESIDENCE CO-ERESPONSIBLEFORTYINGTHENT , 8 IN THESE DRAWNGS F CONSTRUCTION FAX(50 )539-9402 TH B DRAWINGSARESOLELYFORTHEUSE THESESE DRAWING REO.MYOTHER ITTENSE OF DADESIGNER OF ANY ERRORS OR OM.SGNS TE : THESE DRAWINGS REOUNES THE WRITTEN 28 STURGIS LANE BARNSTABLE, MA CONSENOUML DESIGNER ESIG ERUNDERTHE EON 6/1/2015 Al .a IITI{ r ' 8 C NEW ILOGEVENT . I , L NEW ASPHALT ROOF . . - �. - • NEW KOMA T a B FASCIA. _ - FRIEZE 6 SOFFIT BOARDS I — _— . " w '• '. .. — --- NHS KOMA 1 a 6 - - - � ER S —SEW CINPBOARO' .. - Ell" [DINGTMATCH FIRST FLOOR I . _.__. _ ___ _ _ _ _ _ SUBFLOOR ti. FRONT ELEVATION I , - , EXIST. NEW NOMA1xBRAKE ' I ya.BOARD W!1 a 3 DRIP , -a Tor of ruT[ FIE , w!SILL TO MATCH - ti _" _ — �. _. - 11 __ � 1 EXISTING --- -" FIRST FLOOR - _— Su FLOOR TOP OF PLATE . RIGHT ELEVATION — NEWWD.SHINGLE —._. BIDING TO MATCH F EXISTING uY�� i .-r--- ---- - VERIFY NEW GRADES IN THE FIELD - .,_ __—__. TOPOFSLAB I i THE DESIGNER SHALL BE NOTIFIED IF ANY CppOTUITBAYDESIGN. LLC NEW ADDITION/REMODELING FOR:. ETHESE RRORS OROMISPRS ARE FOND1 SCALE : DRAWING NO.: f� 4J BITE WSTER ROAD ' CONSTRUCTION.THEBUILDINGCONTRACTDR ,,tt WILL BE RESPONSIBLE FOR THE CONTEM LI _ I N MASHPEE MA. OZ6Y9 — IN THESE DRAWINGS IF CONSTRUCTION 1/4 -Q PH.c508d12ia--„1ss MANGAN RESIDENCE DONNE EA�Y ERROFIS I��Au,GNB. FAX�SO�>538-9402 THESE DRAWINGS ARE SOLELY FOR THE USE DATE OF THE OWNER NOTEO,ANY OTHEREW USE OF 28 STURGIS LANE BARNSTABLE, MA CTHESE ONWNTOFTH DESIGNER UNDER 6/1/2015 CONSENT TU THE DESIGNER URIOT THE ARCHITECTURAL COPYRIGHT PROlECTON ' ACT OF IBB6. _ tt t EXIST. + r • NEN'NIDQivENT NEW KOMA 1 x S HAKE - - BOARD WI 1 x J MP 12 WASP ROOD- R BOARD r.T—__ „... . SHINGLES / 12 e \\ . NEW KGMA 1 a B FASCIA, / ly - —... �. —� FWEZES SOF-II BOARDS - TOP OF PLATE ..'T-_..:.- e - - NEWKOIAAtx6CORNER B.-Os N NEW W.C.SNBIGLES SIDING TO MATCH • EXISTING - IMI FLOOR LEFT ELEVATION - TOPOFBLAB fMF r 1 NCW TOP OF PLATE EXIST.OPENING - i FIRST FLOOR . GP QLPIATE —... i NEWAZEK DECKING _ i REAR ELEVATION TOP OF SLAB _ _ '-- - - 1 j '✓—I ' - j NE.CONCRETE OR - BOULDERRETAINING • WALL,VERIFY ALL ' r 1 = DE'IAILSW IHEFIELU - I SIGNER LL BE L COTUIT BAY DESIGN. LLC NEW ADDITION/REMODELING FOR. THEDEDRAWIGS PRIOR TO IF ANY 43 BRE T BA ROAD ERRORS oROMiSSIONS ARE=ouNooN SCALE : DRAWING NO. C,t THESE SOWINGS PRIOR TO START OF MASHPEE,MA. OZ649 --- CONSTRUCTION.THE BUILDING THE CONTRACTOR O .L C M.A N GA N RESIDENCE 1.WILL BE RESPONSIBLE FOR THE CONTENT II PH.(SOS)Z74-1 66 •. DESIONEROF ANY E IRRORS OR OMISSIONS. �I� 1,_OTI FAX(508)539-9402 .1 THEN *`N SARESOLELY FOR I HE TIFYING THE �� 28 STURGIS LANE BARNSTABLE, MA THEM ��OTHER USE OFE DATE THESE DRAWINGS REQUIRES THE WRITTEN MCH GILlPA COPYRIGRTFROTEC lON 6/1/2015 ACT OF tBBD. 27d _ 6'-0• 38'4Y ' - e6' 18.e... I OD� _ XIS NEW CONCRETE OR A i ' EXIST. BOULDER RETAINING EXIST. BATH WALL.VERFY ALL A6 r; I BEDROOM- DETAILS IN THE FIELD MARVIN IN IEGRITY - ° BEDROOM AT H - ISPD60UXO a VERIFY WHETHER - ' THIS WINDOW NEEDS -TO BE CHANGES DUF . - a TU nE W ADDITION - - A CLOS: --------- _ of NEW F a j BASEMENT w I EXIST. - Lam—OUTLINE OF BEDROOM NEW DECK ASCI § - STUDY (FORMERBEDROOM) - A I. OLL �i • - —_ ___ MECHANICAL •' � TEt BEAM ABOVE WBA155 E s - - : I CLOSET ti 7" WALL zs'o• All 384F _ e NEW e SECOND FLOOR PLAN a +� BAT" e ' NAILING SCHEDULE EXIST. E __WS+1551EEL BEAM ABOVE — -- 110 MPH EXPOSURE B WIND ZONE Ii �II YOUSELFLASNINECKING -. ,• �-= I OUSEWRAPS DECKING JOINT DESCRIPTION NO. OF COMMON NAILS NO.'OF BOX NAILS. NAIL SPACING -- j [ DECKING I ROOF FRAMING: -. - - — ---- -- — -- --- ------- ' _ { r BLOCKING TO RA 2-Bd 2-10d ___EACH END RAFTER(TOE NAILED) FLOOR Jolsrs �• ------ - ___T—�. ; � � ' � © ry x e•s• - RIM BOARD TO RAFTER(END NAILED) 2-16d 3-16d - EACH END P i.z•ec +e e�. - - - - WALLFRAMIN_G:___ _ INSTALL MEL asTICK - - TOP PLATES AT INTERSECTIONS(FACE NAILED) 4-16d - '5-160 ATdOINTS T RUBBER MEMBRANE - BETWEEN IEOGER6 Y - - 4 STUD TO STUD(FACE NAILED) ,. - 2-16 d t - - 2-16d 24"c.c. - SHEATHING ' HEADER TO HEADER(FACE NAILED) 16d - - 16d 16"o.c.ALONG EDGES - P.T.zAmLEocEr+BOARD LAG BotTeDro - 'alma-.ai,zLviclRr - 'h, SOLID BLOCKING Wl(711.EDGERI CK BOLTS FLOOR FRAMING: _ __ _ ,e•I.,.STAGGERED W JOISTS HANGERS _ JOIST TO SILL,TOP PLATE OR GIRDER(TOE NAILED) - - '" �• 4-Bd ' 4-10d .: PER JOIST - � DECK DETAIL - - - - EXIST. �. � NEW' :BLOCKING TO JOISTS(TOE NAILED) 2-8d - - 2-10d EACH END _ BASEMENT HVAC - - BLOCKING TO SILL OR TOP PLATE(TOE NAILED) 3-16d 4-16d EACH BLOCK LEDGER STRIP TO BEAM OR GIRDER(FACE NAILED)- 3-16d 4-16d EACH JOIST - -- - - JOIST ON LEDGER TO BEAM(TOE NAILED) 3-8d 3-10d PER JOIST - BAND JOIST TO J016T(END NAILED) 3-16d ^. 4-16tl PER JOIST• - - `� - -- - _ .. ' BAND JOIST TO SILL OR TOP PLATE(TOE NAILED0. 2-16 d 3.16d PER FOOT - .. ROOF SHEATHING; WOOD STRUCTURAL PANELS(PLYWOOD) ------ ----- ----`._-- - - - I. A .. RAFTERS OR TRUSSES SPACED UP TO 16"D.C. Bd 10d 6"EDGE/6"FIELD RAFTERS OR TRUSSES SPACED OVER I6"o,c. Bd - 10d 4"EDGEl4"FIELD ' 15' NSI ALL SIB•ANCHOR BOLTS AT 24'e.MAX _ I S"SON BPS SS 3 BEARING PLATES 'I - GABLE END WALL RAKE OR RAKE TRUSS W/O OVERHANG 8d tOd 6"EDGE/6"FIELD 6:�Lp-_R_E BOLTS WITHIN(F.15.OF EACHGABLE END WALL RAKE OR RAKE TRUSS Bd - 1Dd 6"EDGE/6"FIELD R AND'TO A B•MINIMUM DEPTHft W/STRUCTURAL OUTLOOKERSGABLE END WALL RAKE OR RAKE TRUSS WI LOOKOUT BLOCKS 8d 10d 4'EDGE/4"FIELD H11- GYPSUWiN - CEILING SHEATHING:ALLBOARD Sd COOLERS — T EDGE/10"FIELD zA•o.c. _ WALL SHEATHING: - - - --..-._ -__._. . - _---.--- . . WOOD STRUCTURAL PANELS(PLYWOOD) - R - 2-F.T Ts851Ll W/SEALER STUDS SPACED UP TO 24"o.c. 8d 10d 3"EDGE/12'FIELD J - 1/2"&25132'FIBERBOARD PANELS 8d -- 3'EDGE/6'FIELD 112'GYPSUM WALLBOARD 5d COOLERS — 7"EDGE/10"FIELD - - FLO_ R _SHEATHING; " WOOD STRUCTURAL PANELS(PLYWOOD) _-„_ _—.__ ANCHOR BOLT DETAIL BASEMENT PLAN 1.OR LESS THICKNESS 8d 10d 6"EDGE/12'FIELD -- - - GREATER THAN 1"THICKNESS 10d 16d - 6"EDGE/6-FIELD COTUIT BAY DESIGN, LLC NEW ADDITION/REMODELING FOR: THEDESI(pER9NALLBENOTIFIEDIFNry ERRORSCROMISSIONSAREFOUNDON TO START OF SCALE : DRAWING 43 BREWSTER ROAD CONSTRUCTION THEE BUILDING CONTRACTOR WILL BE RESPONSIBLE FOR THE CONTENT N — ' IN THESE DRAWINGS IF CONSTRUCTION MASHPEE,MA. 02649 1 4 — 1'-0° PHC �] .1 C MANGAN RESIDENCE COMMENCESGNEO WITHOUT NOTIFYING THE .(JOB)Z74-16�V6 COSIGNER OF ANY OUT N B OR DMIBSIONS, A FAX(508)539-94OZ HOSE Of THE OWNER NOTED. Bp OTHER THE USE DATE . �� 28 STURGIS LANE BARNSTABLE, MA CONSWWNERNDTSIGNER TNERDBEO 6/j/2015 THESE DRAWINGS REWIRES THE WRITTEN CONSENT OF TILE OCSIGNCR UNDER THE ARCHITECTURAL COPYRKiH1 PROTECTION - ACT OF 1880. - P.l'.2 n 10 LEDGER BOARD LAG BOLTED 10 • - - BOLID BLOCKING W;(2)1EDGER10N BC,IS - • - t8'o.c.STAGGEREDw/JOISTS HANGERS - - NEW P.T.6 1B POSTS ON tr DIA. - - CONCREIE SUNOIUSES IO<T - - 24'4' BELOW GRADE USE SIMPSON - q - ASUBB POST BASE 8ACBOR A A-0• A B ACES POST CAPS A - 6-0' BOULDER OR GONG. I -- 2A'.a' RETNNING WALL - RIFY 2 x 8 HEADER - .1't / DES - J'STEP DOWN 2K,2J 3 2 i B HEADER - - WALL XEIGXT' VERIFY IN THE 1. HEFIELD W NEW ORA AB __ ---- - --- ----- _ m FASTEN JOISTS I I I - ( I I '. „ foppa ocnnoN II I A, 10 BEAM NI S MPSON HIS 2K.iJ TIES A I M.2J i I I� I I II j I I I I Typ.ITCONCRETE FOUNDATION NEW • - b 7 _ WALLS WW/P x20'CONCRETE CRETE FOUND, 1B•n WW l i :+ I 2 x 2 RI E BOA d(1)p6 HORIZONTAL BAR AT TOP, j WALLSFOI NOS TO A'W ELOW CONCRETE . I I e I W/6110SPAN BLOCKING y m MIDOLEBBOTTOM OF WALL W/2 x A NEr d(1)p0 HORIZONTAL u BAR AT TOP 8 BOTTOM OF WALL I I —L) I n 2 L lYP.10'x 20•CONCRETE I FOOTINGS W/2xAKEV I NEW -♦ . C I --- BUILT OVER BASEMENT ROOF— i E• I I I W CONC SLAB WI a MIL I I I - %/ PI VAPOR BARRIFR I I / UNDERNEATH) VERIFY CONDITION WRI 15 STEEL BEAM f t -0• 1 ' ) - 0 LXISIINODECK / I - - -' - Q REPLACE DAMAGED M1% _ OR SUB.STANDARD Ri COMPONENTS AS •Y,.� I I I I j PK NECESSARY }PT 2a 1GB� I t8 EAM Z-0' .I It i ; I --�) .;->`I I s — 1•.B{ 11,-ti• L J s-r I I l as . _ I Imo, II •�) TYP.4—tw•STEELPOST . _UNDER ENO OF STEEL BEAM RIDGE TO BE Jr (SEE DETAIL). t I I _ b B OFFSET tlY 3' I - II ', - e I I NEwrrzlasl A6 zaa - it 6 4 A6 yl _ 8 4 B I I I I .III I A6 L.• `: I I. 6 N TOP OF NEW FOUNDATION I I• i I = I ' I I I I I I TO MATCH NEW BFLOOR W/THE • 1 I I I I I I i - -' r-P I EXISTING SUBFL OR ERIFY IN FIELD I I I W8x15S1'EELBEAM - -.- ---- _ - -_ (BEAM, D I BEA1/I ..r I. It {. . 1 k I PItT. L l I L---J STEP DOWN , I I y I ROOF L OVER WALL HEIGHT I „ I f FILL IN EXIST. +.•. :. I DOOR OPENING W/CONC.BLOCK 1 II .. WALL SEAL I b - _ W/MIDSPAN BLOCKING SAWCUT 30.OPENING I IN EXIST.FOUNDATION FOR l _ to-r i I ACCESS INTONEW - - - 2.121 E BOARD BASEMENT .. . VERIFY CRICKET DETAIL -- 31 3N•FS Il LVL GIRT �� IN THE FIELD AT EX:Si. - _ _ e CHIMNEY I NFW♦ 1 STEEL I do I I • �._1 i. rl - T. 1 i.. § •r ----- I_--Y-POST ON'W 31T I6 onc I, I .. .. __-_, I I p5 REBAR ON p ROWS j • .NEW P.i.2x BaA 1B'o.c. - Y •I� - - R r y f I I L--J OW EACH WAY � I � ONE I i EXIST.Ilk 2-P. I I BASEMENT I I -. : --—— I I I F i - - - - ._---_- - - -- - _ _ ----- ------J L I _ ..* I I NEW C. WIT - - it - e SIEILOWGABIWUSE -- ----- ---- — FSON mI POST en.RE 1 II A A _ A i _.- -_ FOUNDATION PLAN - r ROOF FRAMING PLAN T-T 15.P .. '---'--- NOTES: - FLOOR 'F 1 - - 1.)ALL ROOF RAFTERS TO BE 2x 10's T FRAMING PLAN UNLESS OTHERWISE NOTED RICH WIND ASPHALT ROOF SHINGLES 2.) USE L RAFT N S E HURRICANE CLIPS - I SIB'CDX PLYW00 SHEATHING ' AT ALL RAFTERS ENDS L 10 RAKERS --15A FELT PAPER 3.)VERIFY GUTTER TYPE/LAYOUT - �—SIMPSON H 2.5 HURRICANE CUPS W/OWNERS WWo ER BARRIER I 30'WIDE ICEN/ATER SHIELD a , ' ALUMINUM DRIP EDGE ' x?SI RAPPINGWI 1xB'/ .BOARD GYPSUM BOARD I- 5` �1.3S�11'1 VINYL DASFIT �FITVENT DETAIL AT WALL 1.'IYP,2n6 WALLS �1 Y�'CROWN - �(�%+ 1 t,6 FRIEZE BOARD SCALE:1/2"=1 I� wCOTUIT BAY DESIGN. LLC NEW ADDITION/REMODELING FOR: THE DESIGNER SHALL BE NOTIFIED IF ANY 43 BREWS TER ROAD ERRORS OR OMISSIONS ARE FOUND ON SCALE (� C'ESEDRAWIN THF. UI DI START OF DRAWING NO.: ASHPEE,MA. 02649 --- __ f,DNSTRI ICTICN THF.9UILDING CONTRACTOR PH.(508)274-1166 MANGAN RESIDENCE IWILI BEN THESE DRAWING IT CONSTRUCT, ENT 1/4N / p`1 [T(� IN THESE DRAWINGS IT CONSTRUCTION FAX(5O8)539-94OZ - - COLIMENGES WITHOI IT NOTIFYING THE .. DESIGNER OF ANYNV ERRORS OR OMISSIONS. 28 STURGIS LANE BARNSTABLE, MA THESE DRAWINGS ARE SOL THEWRIOR HTEN OF THE DRAWING ARE ANY OTHER USE OF DATE THESE DRAWINGS REQUIRES THE R THE CONSENT OF THE DESIGNER UNDER THE C/-1/201 C I , - ARCHITECTURAL COPYRIGHT PFO'fECTION C1 I G J A5 ACT OF+99G r CONT.RIDGE VENT " 2x84®16'a.c. ✓ -1 I I f A 12 TOP OF PLATE __ ___ —tOe®t6'o.c � � NEW NEW NEW .BEDROOM cLos' BATH KITCHEN rHAC T INSULATION 14'T a G PLYWOOD 'M FIRST FLOOR (R301 SUBLLOOR GLUED 8 NAILED SUBROOR ' 2.124®,6'o.c. 2.12'A®iB'o.c. J Sx 17,0t6'o.c. . . ___ 313IC'x8f?LVL GIRT Bx 15 STEEL BEAM15 STEEL BEAM NeW..M]6'aST;LNEW FULLPOST GNc.FDUDNGsw/ BASEMENT I ' '15RESARINTWOROWS - I -- - ONE ROW EACH WPY (4'COM'C.SUB lAlBMIL POLYRAPOR BARRIER • - UNUENNlA1H) - TOP OF SIAS - A SEC TION @ BEDROOM/KITCHEN g A6 TYP.ROOF CONST. ' . _2,12 ROOF RAFTERS®,6'o.l: -8/B•CDx PLYWOOD ROOF SHEATHING -ASPHALT ROOF SHINGLES 1NU3 FELTPAPER - - N - COAT.RIDGE VENT -11'HI-R SAT INSULATION • •®SLOPED CEILINGS(R-30) - ROOF PITCH TO SE -I V BAR INSULATION A• _ S x 64.'�t6'o c. j 'FIELD VERIFIED ®FI AI CEILINGS(T W) \`.._ :2 n 12 RIDGE BOARD 12 SIMPSON H 2.5 HURRICANE CLIPS L' 'AI ALL RAPI ER ENDSICE/WATER SHIELD AT BOTFOMP.T 2 10LEDGERBOARDLAGBOLTEOTO 3'0.OF ROOF 8 ___ SOLID BLOCKING W/(2)LEDGERLOK BOLTS WIN WA.BBETWEENFIpFTERSWIN°INUM BARRIERS - ALUMINUM DRIP EDGE /, , o STAGGERED W/JOISTS HANGERTOFOF RATEANCHOR BOLTS TO lf.-- -BE SET 214'IN L FASTENJDISISFIIOMOUIS1mOF �—lo GYP BOARD FOUNDATION WALL— TO SEAM W/ON,v3 STRAPPING `CONT,SOFFIT VENTS I BIMPONP.T,2x 8 SILLTIES ,CLOS. N NEW TYP.WALL COAST. wsEUER 1.2 x 6$TUOS®1C o.G H BATH ,rz'R wooD SHEATHIFG GPLYW000 3; '(R=20)BATT INSLMTIONSUBFLOOR-GLUEOA NAILED Ia-GYPSUM BOARD • . rRIGDI SIILATIDNFIRST ROR 5.WC.SHINGLE SIDING (R-10) 1Ce�18' T.6 MIL POLY VAPOR BARRIER q ,� 9 -_— 1�__..._ _ NEW BAt I INSULAON IR30) '" _ - r , GAMY PROOF WALLS 1PON CC.FOUND.WALLS W: 9EIOW f,RAOE .. IPx 20'CONC.FOOTING ' FULL _ - TO40'BELOW GRADE ca+CR[l iC ONOT6PCSU9ES TO 4V - BASEMENT —__ _ AS oWGRAOE USE SIMPSON ABU88 POST BASE A ACB OR, 'IVP 1a'CONCRETE FOUNDATION - - ACES POST CAPS,; A 1111M HORI>.ONTAL BAR AT TOP, (4'fA\C SLABWi 6 MIL ' MIUUIEAtlOI1CYA OF WAIL — POLY UNDERNEATH) BARRIER - • WALL-D-ETAIL SECTION'@.DECK UNOERNEORB ` TOP OF SLAB _ W/FOAM SEALER - .._ FOOTING SC'CONCRETE— - AB FOONGS W12 ne KEY _• SCALE ..1/2" 1'_OI' (2)SECTION @ NEW STUDY WEND DO ORETE FOUND. ' A6 POO NGST04,Y CONCRETE _ FOOTINGSTD(T)IIA OW GRADE, + BARx4KEYA RoTT NORI20rvTAL BAR AT TOP 8 BOTTOM OF WALL - THE OESIONER SHALL BE NOTIFIED IF AN1' CO_TU_IT_B_A_Y DESIGN, LLC N ERRORS OR OMISSIONS ARE FOUND EW A THESE.DRAWINGS PRIOR TO START OF SCALE : DD T I 1 I DRAWING NO. '.- CONSTRUCTION.ON/REMODELING F _ _ FOR:• (:UNSIRUC'IION.IIIL BUI..OIrvG CONTHAL'lOq WILL BE RESPONSIBLE FOR THE CONTENT 1/4" = 1'-0" MASH PEE,MA. 02649 - IN THESE DRAWINGS IF CDNSTRUCTwN p CC MANGAN RESIDENCE GOMMENDEB WITHOU,NOT ORIrvG THE PH.(SOS)Z74-1186 J DESIGNER OF AN ERRORS OR OMISSIONS. FAX(508)539-9402 THESEORAWI NOS ARE SOLELY FOR I'HEUSE DATE Cr THE OWNER NOTE°.ANY OTHER USE OF 28 STURGIS LANE BARNSTABLE, MA THESE DRAWINGS F THSREIGNERTER THEN ------ C RUHI IE OL THE.DESIGNER P UNDER THE 6/1/2015 ACI 0 ECI ORAL COPYRIGHT FTIOT[CT.ON A6 AC'OF 1990. -100 EXISTING CONTOUR x 100.46 EXISTING SPOT GRADE N W EXISTING WATER SERVICE RourE 6A G EXISTING GAS SERVICE U UNDERGROUND WIRES 01 DECIDUOUS TREE Chole Ct Q TEST PIT a -BENCHMARK LEGEND rp Penn 2 Central Railroad (7E ry Ile Stur91s n Q LOCUS MAP NOT TO SCALE x 84.00 \ \ Is, \ Lo2 \ 0 -1k(BL�2780 7 \ \34,05ft S.F� \ �-0.8t A)-,, BENCHMARK SET \ \ \ \ \ Righ t Cor. Conc. Step \ \\ EL.=96.00 (Assumed) \ \ \ v \ \\ ..\' \77,94 \\ \ \ \ 7.94 y� 96.3 9 . \ \ SHED vc \ $ z4 xm .. r,\ 89. x T �s'1 .� '� EXIS7)NG LEACH PIT 98.02 98.10 c . . 3� of . -TO-BE-REMOVEDo N \ \\ _\ .L, TP�2 �,� EXISANG,3' OAK ~ i 2 x 98.4 - 91.75 �� \ TO BE REMOVED �\ 6.60 a EXIS71NG RETAINING WALLS EXISTING LEACH PIT \ 0. � � \ '�' \ TO BE REMOVED TO BE PUMPED, FILLED x \ x 433 WITH SAND & ABANDONED 100.59 o 1' 90,40 0 6.9 x 1 87, 7 Ll 9 •3 9 .26 \�. 2 8 .20 8 N 9 a Woll \ x � N 101.83 98.X0 /' 95.II�n 3FT V Ga _ _\\ co g x x I 95.25 4.06 Dix 0 89.5.8 _ 48.sf 96. -6shr ( ove) 9.72 91ZS8 \ 89.1 3 I 99.92 x GARAGE iEXlS71NG 97.6�1 96.74 /HO(JSE(#28J x 91,4 �� TOF=96.67 (Upper) 38.0 95.94 P`" 92.56 (Lower) ;ckett Fence / 96.55 95;87' 94.14 5.89 94.84 x J. 61 / PAVED I -v �a 1 o TERRY Gs / RlVFWAY v `° , ANN no X �• WARNER /Cl 9610 9563,` a „ ` \ o No. 38721 O CT/PE/DS '95:98_-': - 5,45 a 98.5 1F RRY 18IN-CHERR �- G ElM TER FrJ 1$T�R�O 4.78 3 9 2 ND R' 75.00' 1140.00' 0 -A=20.00' S 773621" W' 97.44 96.94 BASIN 5.96 95.13 4 Edge of 93.49Pavement/B m 91.70 90.88 / 96.56 ( ` • ��� Of MgSsgy S4 URGIS ' LANE = PETER T. MAG/SET ME McENTEE 96.72 o CIVIL PLAN REVISION: 6/18/15 0. 35109 1) ADD 1000 GALLON SEPTIC TANK IN SERIES FO A RfC/1 2) PUT LEADER TO .BOTH LEACH PITS-SHEETS 1 & 2 3) BUILDING.FOOTPRINT CHANGE OWNER OF RECORD 28 STU, IS LA E & DEBORAH EXISTING CONDITIONS PLAN , �D $ 28 STURGIS LANE • BARNSTABLE, MA 02630. Engineering by: Surveying by: SCALE DRAWN JOB. NO. PROPOSED SEPTIC SYSTEM SITE . PLAN Engineering Works,Inc. WARNER SURVEYING 1"=30' P.T.M. 191-14 12 West Crossfie 0 Ha Road Long Road 28 -STURGIS LANE BARNSTABLE MA Forestdale, MA 2644 Harwich, MA 02645 DATE CHECKED SHEET N0. (508) 477-5313 (508) 432-8309 8/26/14 P.T.M. 1 of 3 Prepared for: James Mangan, 28 Sturgis Lane, Barnstable, MA 02630 ;r 4 100 EXISTING CONTOUR , 98 PROPOSED CONTOUR x 100.46 EXISTING SPOT GRADE W EXISTING WATER SERVICE G EXISTING GAS SERVICE -a 24' U UNDERGROUND WIRES $ PROP. 0 DECIDUOUS TREE . b ADD'N IV r° 15, TEST PIT 2 BENCHMARK �° DECK `- ^' 2. LEGEND GARAGE /EXISTING l T 01 a HOUSE(#28) 0) t s' . COVERED t ENTRY F/14 �\ " 84'°° ADDITION DIMENSIONS \ Lo t,,,2\ \\ O BL\Z78--W7 \ \34,058t•S.� \ \ \ \ PROPOSED SEPTIC TANK "-0.8t \ \ \ \ 1000 GALLON'-IN SERIES \ \ \ \ \ \ \ \ BENCHMARK SET \ \ \ \\ \ \ Right Cor. Conc. Step \ • \ \ \ \ \ \ 8m _ EL.=96.00 (Assumed) 7 4 m � \\\ \ \\\ \ 87\ 9;V N`t _ 96,3 94.87\; ff �.p 5.24 IN, SHED vc \y= O to \ �3FT- Kx h 98.02 98,10 \ 8 2 calN TP 2 o Z x'98.48, 91.7 .; 86.6M& 86 EXlST1NG LEACH PIT EXISTING LEACH PIT b, ' \ a 90 TO BE REMOVED TO BE PUMPED, FILLED x T WITH SAND & ABANDONED 100,59� iF\-9 x 1 O x\�0,40 tr o, o . EXISTING SEPTIC TANK ,1-- 0 0 6 9 x P 87.37 cn . INV.(OUT)=90.15f(VERIFY) 9 \ 3 9 6OD pi v CELLAR tv \98.40 9 Stone 'a FL.=k0± 101.83 95.81 b PROPOSED x ) x 4.06 m 89.58 ��� x - I 5.2 m 5 ADDITION 48 61 f GC MATCH ( 96. 4Sh ( o�) T.O.F. 91.aSx 89. 3 INV.=91.34f /x� \ _ 99.92 x •I GARAGE /E/X//S/T//N 97�/ 96.74V11 G8/ / I2 \ x 9\4 TOF-96.67 (Upper) - t8.0' 95,94 P`� 92.56 (Lower) ckett Fence 96.55 4.14 5.89 94.84 OVEREOx-9�.61 PAVED_'}•,L'?:i' I o �ENTRYa :QRIUEWAY ` o X o N , _�� �y 7oi �9610 95,63c' na `' \ \ o TERRY s M 01 o ANN CT/P DS 95 98 5.45 (� o� WARNER 98.5 I 1F RRY 18IN-CHERR E)�M TER a No. 38721 R= 75.00'- ::.............. '- I140.00 x 4.78 x 93.3�'9 2 �o -I=20.00' a :' :.:" .:S 77 3621" Wq£C/SAN 97.44 Loge / of93.49Povement/B 91:70 90,88 96.94 BASIN 5.96 95.13 S71, U 1 L A NE 96.56 RELOCATE EXISTING GAS ,PLAN REVISION: 6 18 15 1 l+lJ 1`J SERVICE AS REQUIRED 1) ADD 1000 GALLON SEPTIC TANK IN SERIES ��� QF �Assq 2) PUT LEADER TO BOTH LEACH PITS-SHEETS 1 & 2 3) BUILDING FOOTPRINT CHANGE o PETER T. FLOOD DESIGNATION g McENTEE NON HAZARD + v CIVIL, No. 35109 ZONING CLASSIFICATION: ZONE RG SETBACKS: FRONT YARD=30' p SIDE/REAR YARD=15' MAXIMUM BUILDING HEIGHT = 30' PROPOSED ' SITE PLAN rR r JG J G PLAN" WIND EXPOSURE CATEGORY: Exposure B Engineering by: Surveying by: SCALE DRAWN JOB. NO. PROPOSED SEPTIC SYSTEM SITE PLAN Engineering Works,Inc. WARNER SURVEYING 1"=30' P.T.M. 191-14 12 West Crossfie 0 Ha Road Long Road 28 STURGIS LANE BARNSTABLE MA Forestdole, MA 2644 Harwich, MA 02645 DATE CHECKED SHEET N0. (508) 477-5313 (508) 432-8309 8/26/14 P.T.M. 2 of 3 Prepared for: James Mangan, 28 Sturgis Lane, Barnstable, MA 02630 A, NOTE: TO PREVENT BREAKOUT, THE PROPOSED FINISH GRADE SHALL NOT BE < EL:83.5 FOR A DISTANCE OF 15' AROUND THE i PERIMETER OF THE S.A.S. PROPOSED D-BOX SEPTIC TANICs PROPOSED S.A.S. INSTALL RISERS & COVERS OVER THE 4. 'INSTALL WATERTIGHT RISER. & INLET & OUTLET AND SET TO WITHIN PROVIDE ONE ACCESS MANHOLE TO WITHIN 3" 6" of FINISH GRADE. COVER SET TO 6" OF GRADE. OF FINISH GRADE FOR INSPECTION PURPOSES. ` F.G. EL.=94.Ot . F.G. EL:=87.6t F.G; EL.=86.0t • . �F.G. EL=90.5t � MAINTAIN 2% GRADE (MIN.) OVER S.A.S. L ='24' f6O L.= 11' L = 23'(MAX.)® S-1% (MIN.) ® S=1% (MIN.) ® S=1% (MIN.)4"SCH40 PVC �r' 4"SCH40 PVC 4"SCH40 PVC'14 14•10-1 6aOaINV.=87.7548" L IQUID laaaaaa GAS ADS LEAs � E INV.=83.40 PROPOSED INV.=83.23 4' 4.8' 4' D-BOX EFFECTIVE WIDTH = 12.8' EXISTING F INSTALL INV.=83.00 SE C PROPOSED SEPTIC TANK INV.=87.50 INLET TEE 3-500 GALLON LEACHING CHAMBERS TANK 1000 GALLON, H-10 SURROUNDED WITH STONE AS SHOWN INV.=90.15t H-20 RATED (VERIFY) TOP CONC. ELEV.=84.1 f BREAKOUT ELEV.=83.5 INV. ELEV.=83.00 llla aaaa MEMO mamma ala6a NOTES: 1) SEPTIC TANK & D-BOX SHALL BE SET LEVEL AND BOTTOM ELEV.=81.00' TRUE TO GRADE ON A MECHANICALLY COMPACTED. 4' X 8.5'=25.5' 4' 6 INCH CRUSHED•STONE BASE,AS SPECIFIED-IN 4' OF NATURALLY OCCURRING EFFECTIVE LENGTH = 33.5 310 CMR 15.221(2). PERVIOUS MATERIAL 2) INSTALL INLET & OUTLET TEES AS REQUIRED. . 4' (MIN.) ABOVE G.W. • BLEACHING SYSTEM SECTION 3) GAS BAFFLE TO :BE INSTALLED ON OUTLET TEE NO GROUNDWATER„ EL.=75.5 - AS MANUFACTURED BY TUF-TITE, ZABEL OR EQUAL. ' 4) MAXIMUM COVER OVER SEPTIC TANK, D-BOX & S.A.S. 3/4"WASHED STONE DOUBLE Lj SHALL BE 36". SEPTIC SYSTEM PROFILE 3" LAYER OF 1/8" To 1 DOUBLE WASHED STONE (OR APPROVED FILTER FABRIC) N.T.S. GENERAL NOTES: SOIL LOG 1. ALL CHANGES TO THIS PLAN MUST BE APPROVED BY THE LOCAL DATE: JULY 25, 2014 (REF#14,437) BOARD OF HEALTH AND THE DESIGN ENGINEER. SOIL EVALUATOR: PETER McENTEE SE#1542 2. ALL WORK AND MATERIALS SHALL CONFORM TO THE REQUIREMENTS WITNESS: DONNA MIORANDI R.S.HEALTH AGENT OF THE STATE ENVIRONMENTAL CODE, TITLE V, AND ANY APPLICABLE ELEV. TP-1 DEPTH •ELEV. TP-2 DEPTH LOCAL RULES AND.REGULATIONS. 3. THE SEWAGE (DISPOSAL SYSTEM SHALL NOT BE BACKFILLED PRIOR 817.0 A 0" 88.5 0 TO INSPECTION AND APPROVAL BY THE, BOARD OF HEALTH AND THE SANDY LOAM FILL DESIGN ENGINEER. �' 10YR 4/2 4. ANY CONDITIONS ENCOUNTERED DURING . CONSTRUCTION DIFFERING 86.0 12" 86.8 20 FROM THOSE SHOW HEREON`SHALL BE REPORTED TO THE 'DESIGN B SANDY LOAM A . N SANDY LOAM ENGINEER BEFORE CONSTRUCTION CONTINUES. 1OYR 5/6 10YR 4/2 5. ALL ELEVATIONS BASED ON AN ASSUMED DATUM, _ 83.0 48" 86.3 B 26" 6. THE DESIGN ENGINEER IS NOT RESPONSIBLE FOR THE FAILURE OF C PERC' SANDY LOAM THE CONTRACTOR OR OWNER TO NOTIFY THE LOCAL BOARD OF 48"/66 10YR 5/6 HEALTH FOR PROPER INSPECTIONS DURING CONSTRUCTION. 83.7 66" 7. WATER SUPPLY -PROVIDED BY TOWN WATER SERVICE. 8. THERE ARE"NO WELLS WITHIN 150' OF THE PROPOSED S.A.S. 9. ALL AREAS CLEARED FOR CONSTRUCTION SHALL BE RESTORED AS M-C SAND M-C SAND AGREED UPON BY OWNER AND CONTRACTOR OR AS OTHERWISE 2.5Y 6/4 2.5Y 6/4 DIRECTED BY THE APPROVING AUTHORITIES. 10. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE LOCATION OF ALL UNDERGROUND UTILITIES, PRIOR TO BEGINNING CONSTRUCTION. 76.0 132" 75.5 156" 1 1_ WHERE REQUIRED, CONTRACTOR SHALL REMOVE ALL UNSUITABLE SOILS PERC RATE <5. MIN/IN. (ON FILE) 3/28/84 - NO G.W. IN THE AREA BENEATH AND FOR 5' ON ALL SIDES OF THE S.A.S. AND "C" HORIZON SOILS ARE CONSISTENT WITH PERC RATE REPLACE WITH CLEAN SAND AS SPECIFIED IN 310 CMR 255(3). 12. AREAS., REQUIRING STRIPOUT OF UNSUITABLE MATERIALS SHALL BE INSPECTED BY A LICENSED SOIL EVALUATOR PRIOR.TO BACKFILL: 13. ENGINEER IS NOT RESPONSIBLE FOR ANY UNDOCUMENTED 'SEPTIC SYSTEM COMPONENTS NOT SHOWN ON THE PLAN. . ' ®®Ell® O -'®®E3Ea ®® 37" DESIGN CRITERIA N La ®E3®®®® ®E3®®® z ®�®®®� �®®®E NUMBER OF BEDROOMS: 4 " SOIL TEXTURAL CLASS: CLASS I DESIGN PERCOLATION RATE: <2 MIN/IN 102". (0.74 GPD/SF LOADING RATE) DAILY FLOW: 440 GPD DESIGN FLOW: 440 GPD 4" KNOCKOUT GARBAGE GRINDER: NO 20" DIA. COVER LEACHING AREA REQUIRED: (440 GPD) = 594.6 SF .74 'GPD/SF KNOCKOUT / 4-, KNOCKOUT 58" EXISTING SEPTIC TANK: 1500 GALLON CAPACITY PROPOSED SEPTIC TANK: 1000 GALLON CAPACITY , PROPOSED, DISTRIBUTION BOX: 1 INLET, 3 OUTLETS 47 KNOCKOUT USE 3-500 GALLON LEACHING CHAMBERS IN SERIES SURROUNDED BY DOUBLE WASHED STONE ON ALL SIDES - - 500 GALLON CAPACITY, H-20 LOADING ' SIDEWALL AREA: ' 2(12.8' .+ 33.5') X 2 185.2 S.F. A 1,,1 C BOTTOM AREA. 12.8' x 33.5' _ '428.8 S.F. CHAMBERS PLAN REVISION: 6/18/15 TOTAL AREA:...................................................... .......614.0 S.F. 1) ADD 1000 GALLON SEPTIC TANK' IN SERIES DESIGN_FLOW PROVIDED: 0.74 GPD/SF(614.0 SF) = 454.4 GPD 2) PUT LEADER TO BOTH LEACH PITS-SHEETS 1 & 2 3) BUILDING FOOTPRINT CHANGE Engineering by: Surveying by: SCALE DRAWN JOB. NO. PROPOSED SEPTIC SYSTEM SITE PLAN 12 Westering eld RoaInc. WARNER SURVEYING N.T.S. P.T.M. 191-14 28 STIJRGIS LANE BARNSTABLE MA 12 West Crossfield Road 22 long Road Forestdole, MA 02644 Harwich, MA 02645 DATE CHECKED SHEET NO. (508) 477-5313 (508) 432-8309 8/26/14 P.T.M. 3 of 3 Prepared for: James Mangan, 28 Sturgis Lane, Barnstable, MA 02630 1, II • �3 ! 2 ^ `. T ran N f TOP Or FOUND t _ . _ EL. F _ ! 0 MIN _ 4 SCH 40PVC — _ CLEAN SAND �;_.,, .. ��1 -- --- PIPE - MIN PITCH L �, --CONCR•ETE v c�Lk I/8 PER FT COVER jff I n v { � T IPnN „ 1� 4 2' t F 1 12 MAX. �t � PIPE - . P!TCH �1! - 1/8 •F MIN , /4" PER 1 --r -- _ -- STONE. M b T , '- ,i r _ ' ���' � J ----- •_.__:�.��_.. -LS.Wt LINE_ i JK � ddd __. i o { f Io _ IL I I EL = EL I LOCATION MAP I T% GQa _ _____,_ BOX n uLLJ f uj WASHED STONE a � a Rctr o ' p L+- v GAL. PRECAST LEACHING w ° a EL = �'I - U _-_ n BASIN OR EOUIV SEPTIC ., TANK —- '' I L �- GROUND WATER TABLE EL. PROFILE OF SEAT;E DISPOSAL SYSTEM NOT .TO SCALE ✓� °�0 sr '? - SIGN CALCULATIONS SOIL TEST NUMBER Jr ���R00MS 4- DATE DATE OF SOIL TE ;T _. 2 a AL UNIT . . . . . . .._ �l� ----- 4y _ _ r - WITNESSED BY c� +OTAi_ _ � ,. ,' rLOW PERCOLATION RATE • ,5 MIN /INC , `"'7�� c ' //�- `,"M, /6r.i�AY x '�'_ BR. _..4� GAL /DAY ---- t Cu REQUIRED r;C TA"JK CAPACITY _{L' (;AL QQSERVt 1 ICiN HOLE I OBSERVATION HULL Z sr } � ACTUA' , >t7 =T!C TANK --GAL. / - EL E'v'ATION = �` f-ELE• ATICN - /a LEACHING;`. Az L.._.. RE C 'IREMENTS ICE AREA _ GAL /S.F �5 S ? - 1.� GAL /S.F Wit» rdpso+� I B0 AREA �1 l I -7 , LEA HIND A�AC! Y I SHOT + SIDE WALL) .__:_____. GAL. RESERVE— ClACHING CAPACITY !i21�. ,rtivE gA/�D Mob• S.4N0 mti r.� NOTES + :Q,, k S SHALL L'h ALL WOF NSHiP AN MATERIALS S A CONFORM AN SHIP TE L TO D-E, TITLE 5 AND THE TOWN OF 1l ;S,' _ RULES A 6` REGUI-ATiONS FOR SUBSURFACE DISPOSAL OF SANIT RY SE WAGE 2 COMPLIAN E WITH ZONING REGULATIONS SHALL BE 1 - ` N DETERM BY BUILDING INSPECTOR OR BUILDING BUILDING SETBACK REGULATIONS PER BUIC-DING 3' INSPECTOR OR BUILDING COMMISSIONER xe 3 EXISTING AND FINAL GRADES SHALL REMAIN ESSENTIALLY M.N. FRONT SETBACK ^� . 4 THE S MIN. REAR SETBACK 1 MIN. SIDE SETBACK APPROVED : BOARD OF HEALTH DATE AGENT PROJECT LOCATION r r1 • ,-f r 9 APPLICANT \ I . ...•.`- ,. c'J yea, ,4 -. n- .. ':. b LEGEND SCALE: / %% J�, DR BY DATE _ S ' `. S 0 .. - EXISTING .S�'Oi ELEVATION Ox0' : . JOB NO , APPO_ BY REV - EXISTING "M1 _.,.. ...� CONTOUR - - - - - 00 - - - - - �' 154 FINAL S�4T ELEVATIONS 00. FINAL CON' OUR _ oo R. J s0 HEARN, INC. DRpWiNG - «a...atse c SOIL, '�E Sr L OC A T i 0 N.;_ f /�` i, i ti{ # RE AND SURVEYORS - REG. SAN/?ARlANS NQ. _ SITE PLAN _ .4 J3 4 8 P _ 1263 � —__ -- Rvur i 3 4 o Bo r SCALE �' — r ,-' ... W %, r '4 EAST E DE.NN/S fNA ,`SX r OF j