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HomeMy WebLinkAbout0332 MAPLE STREET - Health 332 Maple Street West Barnstable A = 131: 055 I� TOWN OF BARNSTABLE LOCATION ,:?U cli , SEWAGE VILLAGF(,I�e�MS �U _ ASS MAP&PARCEL(' INSTALLER'S NAME&PHONE NO�D� _T$36c4-64c' SEPTIC TANK CAPACITY LEACHING FACILITY: (type��` �+�jp,� S (size) Lols3 NO.OF BEDROOMS OWNER o ) , 0_n PERMIT DATE: Q,'�'Q' 15' COMPLIANCE DATE: Separation Distance Between the: ' Maximum Adjusted Groundwater Table to the Bottom of Leaching Facility V 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 facilit Feet FURNISHED BY i Q '(o 433 Mho o � . No. �I '"" V J FEE Z�` o --� X� C®l��'1 ONWEAL114 OF MASS �14USE� � L Board of Health, �� MA. APPLICATION FOR DISPOSAL SYSTEM CONSTRUCTION PERMIT Application for a Permit to Construct Repair( ) Upgrade( Abandon( X/Complete System ❑Individual Components r t Location 332 X,,5 .7- Owner's Name Map/Parcel# ,3 f (� S Address 2-0 Lot# Telephone# �p( ) 3l 2 L ftf/�Cl Installer's Name <1177- Designer's NameN14nL:j 03,9C4 Address �22., SA 17w/� Address e?3gM4�').Sf ` - Telephone# '-v 0g_S qw( Telephone# �p :?/,Z. 4,j w/ Type of Building iJ /eI/L YO L-,S !Lot Size 1�F sq.ft. Dwelling-No.of Bedrooms -- go �rr Garbage grinder ( ) Other-Type of Building No.of persons Showers ( ),Cafeteria ( ) Other Fixtures Design Flow (min.required) b gpd Calculated design flow S-3 c--) Design flow provided -34f�17 gpd Plan: Date Number of sheets I Revision Date Title S 1TC PtA iV Description of Soil(s) Soil Evaluator Form No. Name of Soil Evaluator L - 66AJ-9 t VC-S)ate of'Evaluation 1 Jp¢ 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 o�,te-place the tem in operation until a Certificate of C mpliance has been issued by the Board of Health. Signed Date / C Inspections „ rr.,,;c cx"-a,:,,r•�'�3.1!^�.t- ..::w«'"t�riw:t:-es ��'"��lr:. i,,;�..•.�,cr�._�;s:,�}-S`.?=.�r:-�'v���; .;''F� t.''`Tt'%`��.�:"'.�'�.-.�m,°�.•c...:..jw,•^ya-a"``.�,•,,�,;r�,:"P6yy,r �.,�"�'„`:r'�"x'-1 3,0 No. FEE /50 E t i COMMONWEALTH Of'MASSACHUSETTS Board of Health, &-r`-4i6- D1 9— ”, MA. APPLICATION FOR DISPOSAf--SYSTEM CONSTRUCTION PERMIT Application for a Permit to Construct(Repair(Repair Upgrade'( In d-on( Complete System ❑Individual Components i Location �3332- ��p��^' ST ; Owner's Name Map/Parcel# 3 Q s`ej Address bA IN r Lot# Telephone# �(p 3l Z„ -�/�Lt/q Installer's Name 7.T.T 0r,- v Designer's Name Address Add i-- \ ress �'36'M/9�ry St tl.9.P/wvT>�P�-eT ; Telephone# 5vz �'g�_3��'( Telephone# .So Q 34 Z 11 jL// i ,Type of Building Lot Size � ,PF sq.ft. 1 �f� 1 Garbage-grinder Dwelling-No.of Bedrooms � � .,a�/ ,.,.`�„ ( ) Other-Type of Building v No.of persons Showers ( ),Cafeteria( ) Other Fixtures t Design Flow(min.required) gpd Calculated design flow ! � r, Grp ` gp l� 33 y" Desi flow1 rQvided 3�f d Plan: Date y l? Il Number of sheets ' Revision Date r 1 r Title s 1TL-' aei A.., C j f��✓ "° '` 1 Description o fSoil(s) SSE Ld9ti Y t Soil Evaluator Form No. Name of Soil Evaluator MA-)Gi/uS/}-L VCDate of Evaluation 711 // • I DESCRIPTION OF REPAIRS OR ALTERATIONS f 4" IS The undersigned agrees to install the above described Individual Sewage Disposal System in accordance with the provisions of TITLE 5 and . further agrees ,.I►%t,to.plac�e the system in operation until a Certificate of C mpli/ance has been issued by the Board of Health. Signed y4!l� ' ' '� Date 7 2H/�� f Inspections �. N, A No. Ci I '" FEE /5 6 COMMONWEALTH OF MASSACHUSETTS Board of Health, \ 'izkC't,S -e MA. CERTIFICF\04KOMPLIANCE it- Description of Work: Individual Componeeini(s)r,&Complete System The undersign d lid' cer' tlial*t•,eJ,•Se ag Disposal System; Constructed Repaired ( ),Upgraded ( ),F bandoned O by: — at 3 2 /,717>,LL- S^% lr� /3A/?/US7,7-7- ,L C has been installed in accordance with the provisions of 310 CMR 15.00 (Title 5) and the approved design plans/as-built plans relating to application No--9�/5 — 306, dated Approved D sign Flow 3 24 (gpd) Installer ^� c7 7 T 2i2 `X/' U / 44 Designer: �iJN�EL .1. L���,L/� Inspector: Date: 1 The issuance of this permit shall not be construed as a guarant�that the system will function as designed. No. ! FEE ° COMMONWEALTH Of MASSACHUSETTS Board of Health, d�5 DISPOSAL SYSTEM CONSTRUCTION PERMIT Permission is hereby granted to; Construct(,* Repair( ) Upgrade( ) Abandon( ) an individual sewage disposal system at i. ZxZ• � '.(I-S ?" as described in the application for Disposal System Construction Permit No.-15- dated CA Provided: Construction shall be completed within three years of the date o(f this permit:-Alhlocal conditions must be met. Form 1255 Rev.5/96 A.M.Sulkin Co.Boston,MA Date 1 Board of Health FROM FAX NO. Mar. 23 2016 12:12PM P1 -ro3wni of Barmitable lyaLL�.Ct4blL 7 fJL'ylilU•fN S. ;y/ T�nm Aar r�iaSe- , �( o �sf T1Bamag Mcgdla_a,�D?�rec�ox +aic_ 5f12-740-0304 Office: 508-96 -4644 OLJ /-ay.2L40 —.. ��a�1s;iued a it-to baAaA d `— (rlrrte} ist� base&o-.a dea 94 dx"vuby gy9tcm at__�V M04� L�__ Lam_ gbu've'Wm i "d �I�1)diax�tl y aroozdin.g t� I rCy 11at tE+.e septic 'y refexo'Qcecl es aPic1L IGsr, s eloaafda� u'ft� dmigo,wh the �,ub-M- ee Y ink:I7�de O:LT'or FCPprCfVerl.rb,ang d:iatakdirm,boY mdlor sePt7cta L Lat tl'e a;pkir, Sydci�n.rdfl,=c.PA above'� i�.TtaljEc1 wzth raF u ',','IIugop, (i•e. X �' E focal zelocatjon.e'T any'cnm�lonerlt - - Beat-t flafi'�0' .laiel�l,z .l�r,ation.of tb.c SAS or mE��r � r thr✓�ep'tiG aysteu�}bnt iz�_a;.,nudence wztb.St,ete& cerhifi{'d r1�-i;�li:'h �jrsi,�nler. t Q'oll�. C1 � 4�AUI AM J�J c5, UANIEL A. OJALA CIVIL fSiti3taller SnatiiE;� _ No.4G5Uz SSroNA 4;a3�]�'d�'�'�TdC:Ati ' n'�1 N �� a:���,�,@:i' ash.. �4�`�,'�-�'?�R��'I��,tV�. 1�Cd� A.��TJ➢�.r�.�.�., ��y(1�,}1.n,T r�•��p` ��y vr.A���f-�+ 1fTY� y� � r� d7-C�� Bey �7 pf�7� y�rt 7 I 4 ¢0F� ,: CERTIFICATE OF ANALYSIS �gss�c� Barnstable County Health Laboratory (M-MA009) i Recipient: Shaun F.Harrington Matrix: Water-Drinking Water I All Cape Well Drilling Sampled: 68/25/2015 8:00 P 0 Box 126 Received: 08/25/2015 12:33 Brewster, MA 02631 Collection Address: 332 Maple St,W Barnstable j Order#: Gf 584868 Sample Location:Description: R E Kit Lab ID: 1589868-01 Date Analyzed: 8/25/2015 @ 10:48 Sample#: Analyst: yn j Method: EPA 524.2 Dilution Factor: 1 Comment: The recommended maximum contamination level for drinking water exceeded due to Coliform Bacteria.Tested negative for E.coli.Retesting is recommended. EPA 524.2- Volatile Organics by GC/MS Result MCL I MQL I - I Result MCL MQL Parameter ug/L ug/L ug/L I Parameter ug/L ug/L ug/L Dlchlorodifluoromethane ND 1 Y 0.50 ;Chloroform ND 80 0.50 Chloromethane ND 0.50 ids- 2-Dichloroethene ND 70 0.50 Vinyl chloride ND 2.0 �0.50 ,cis-1,3-Dichloropropene ND _ 0.50 Bromomethane ND i 0.50 i Dibromochloromethane ND 0.50 1,1,1,2-Tetrachloroethane ND _ 0.50 Drbromomethane ND 0.50 i 1,1,1 Trichloroethane ND Zoo 0.50 �Ethylbenzene ND 700 0.50 j 1,1,2,2-Tetrachioroethane ND 00-50 iHexachlorobutadiene _ND_ 0.50 1,1,2-Tdchloroetharte ND 5.0 E 0.50 isopropylbenzene ND T 0.so � 1,1-Dichloroethane ND 0.50 Methylene chloride ND 5.0 o.so 1,1-Dichloroethene ND 7.0 0.50 Methyl-tert butyl ether ND 0.50 1,1-Dichloropmpene ND 0.50^ Naphthalene ND 0.50 i 1,2,3-Trichlorobenzene ND 0.50 n-Butylbenzene ND 0.50 I 1,2,3-Tdchloropropane ND 0.50 n-Propylbenzene ND 0.50 M 1,2,4-Tdchlorobenzene ND 70 0.50 p-lsopropyltoluene ND 0.50 1,2,4-Trimethylbenzene ND 0.50 sec-Butylbenzene ND 0.50 i 1,2-Dibromo-3-rhloropropane ND 0.50 gene ND 100 0.50 1,2-Dibromoethane(EDB) ND 0.50 tert-Butylbenzene ND o.5o 1,2-Dichlorobenzene ND 600 0.50 Tetrachloroethene ND 5.0 0.50 1,2-Dichloroethane ND 5.0 0.50 Toluene ND 11000 0.50 1,2-Dichloropropane ND 0.50 Total xylenes ND 10000 0.50 j 1,3,5-Trimethylbenzene ND 0.50. trans-1,2-Dichloroethene ND 100 0.50 1,3-Dichlorobenzene ND _ 0.50 trans-1,3-Dichloropmpene ND 0.50 1,3-Dichloropropane ND 0.50 Tdchloroethene ND 5.0 0.50 1,4-Dichlorobenzene ND 5.0 0.50 Trichlomfluoromethane ND 0.50 2,2-Dichloropropane ND 0.50 -,_ Surrogates %Recovered QC limits % 2-Chlorot oluene ND 0.50 ( ) 4 Chlorotoluene ND 0.50 p-Bromofluorobenzene 103% 1 70 130 1,2-Dichlombenzene-d4 93% 70 130 Benzene I ND 5.0 0.50 - Bromobenzene ND~ 0.50 Bromochloromethane ND 0.50 Bromodichloromethane ND 0.50 Bromoform ND 0.50 Carbon tetrachloride ND 5.0 0.50 Chlorobenzene ND 100 0.50. Chloroethane ND 0.50 Attached please find the laboratory certified parameter list. Approved .(Lab Director) ND=None Detected RL = Reporting Limit MCL=Maximum Contaminant Lb cl Superior Court House P0.Box 427 Barnstable MA 02630 Ph: 508-375-6605 Page 1 of 1 p � � ag �9e: 1 of 1 CERTIFICATE OF ANALYSIS Barnstable County Health Laboratory (M-MA009) �s�cy�tisa4� Report Prepared For: Report Dated: 9/2/2015 Shaun F. Harrington All Cape Well Drilling Order No.: G1589868 P O Box 126 Brewster, MA 02631 Laboratory ID#: 1689868-01 Description: Water-Drinking Water Sample#: Sample Location: 332 Maple St,W Barnstable Collected: 08/25/2015 Collected by: Customer Received: 08125/2015 (I Routine ITEM RESULT UNITS RL MCL METHOD# ANALYST TESTED NOTE Nitrate as Nitrogen 0.25 mg/L 0.10 10 EPA 300.0 LAP 8/26/2015 Copper 0.0035 mg/L 0.0030 1.3 EPA 200.8 LAP 8/28/2015 Iron 0.18 mg/L 0.10 0.3 EPA 200.8 LAP 8/28/2015 pH 7.2 PH AT 25C NA 6.5-8.5 SM 4500-H-B DCB 8125/2015 Sodium 11 mg/L 0.10 20 EPA 200.8 LAP 8/28/2015 Total Coliform Present PIA 0 0 SM 9223 RG 8/25/2015 Conductance 100 umohs/cm 2.0 EPA 120.1 DCB 8/25/2015 The recommended maximum contamination level for drinking water exceeded-due to Collform Bacteria. Tested negative for E.coli.Retesting is recommended. Attached please find the laboratory cedified parameter list. Approved By: (Lab Manager)) ND=None Detected RL = Reporting Limit MCL=Maximum Contaminant Level Superior Court House, PO.Box 427, Barnstable, MA 02630 Ph: 508-375-6605 ' s CERTIFICATE. OF ANALYSIS Page: 1 of I Barnstable County Health Laboratory (M-MA009) ysrni;i{u�T' Report Prepared For: Report Dated: 08/28/2015 Shaun F. Harrington, All Cape Well Drilling Order No.: G15,90012 P0 Box 126 Brewster, MA 02631 Laboratory lD#: 1590012-01 Description: Water-Drinking Water Sample#: Sample Location: 332 Maple St,W Barnstable Collected: 08/27/2015 i Collected by: Customer Received: 08/27/20,15 Test Parameters ITEM RESULT UNITS RL MCL METHOD* ANALYST TESTED NOTE Total Coliform Absent P/A 0 0 SM 9223 RG 08/2712015 Water sample meets the recommended limits for drinking water of a//the above tested parameters. Attached please find the laboratory certified parameter list. Approved By: (Lab Manager) i ND=None Detected RL = Reporting Limit MCL=Maximum Contaminant Level Superior Court House, PO. Box 427, Barnstable, MA 02630 Ph: 508-375=6605 _ � ,-, No.�OV - 0 I5 I`�jy Fee BOARD OF HEALTH Liz , ,( (I a✓ TOWN OF BARNSTABLE 01ppYication _for Yell Congtruction 3permit Application is hereby made for a permit to Construct( ), Alter( ), or Repair( ) an individual well at: Locat�Address 3 ssessors Map and Parcel �� O er Addr ss y,`Installer-Dri er / _ Address �e o--f Building Type g J Dwelling Other-Type of Building No. of Persons Type of Well A L66A� Capacity Purpose of Well Agreement: The undersigned agrees to install the afore described individual well in accordance with the provisions of the Town of Barnstable Board of Health Private Well Protection Regulation-The undersigned further agrees not to place the well in operation until a Certificate om liance has been iss�d">y the Board of Health. Signed 2 1 /� ate Application Approved B � /, Date Application Disapproved for the following reasons: Date Permit No. Issued ` ' Date -------------------------------------------------------------------------------------------------------- BOARD OF HEALTH TOWN OF BARNSTABLE Certificate of Compliance THIS IS TO CERTIFY,that the individual well Constructed( ), Altered( ), or Repaired( ) by In ller at I �7 IS T i �ZZr S / has been installed in accordance with the provisions of the Town of Barnstable Board of Health Private VV Protection Regulation as described in the application for Well Construction Permit No.Q �115 -L117- Dated q 11 S THE ISSUANCE OF THIS CERTIFICATE SHALL NOT BE CONSTRUED AS A GUARANTEE THAT THE WELL SYSTEM WILL FUNCTION SATISFACTORILY. Date Inspector t.J t 0 No.tAl y da 1`J ' �"1 Fee 5 B4tyARD %RNSTABLE EALTHTOWN OFB 2ppricatiou jFor Yell Cou0tructiou permit Application is hereby made for a permit to Construct( ), Alter( ), or Repair( ) an individual well at: M de- S (,cJ.� y� 131 c Locati l n-Address /Assessors Map and Parcel >U Aol� 3oZ� ra � PS Wt uener Addi .� , - f�l i .� B ,)s Installer-Dri er - Address Type of Building Dwelling Other-Type of Building No. of Persons �c Type of Well (� AJ" Capacity Purpose of Well �D f Agreement: The undersigned agrees to install the afore described individual well in accordance with the provisions of the Town of Barnstable Board of Health Private Well Protection Regulation-The undersigned further agrees not to place the well in operation until a Certificate om liance has been ' ed-by the Board of Health. Signed ateLL'' Application Approved BQ2U 7 Date Application Disapproved for the following reasons: `` �L� Date Permit No. De 15 I Issued 5 Date BOARD OF HEALTH TOWN OF BARNSTABLE (Certificate of Compliance THIS IS TO CERTIFY,that the individual well Constructed( ), Altered( ), or Repaired( ) by tOJ 1 OJ e &" I— Installer at 3,)-> S l 0,9Y has been installed in accordance with the provisions of the Town of Barnstable Board of Health Private el Protection Regulation as described in the application for Well Construction Permit No.(^) ,\4 5 —) Dated Ll 1 5 THE ISSUANCE OF THIS CERTIFICATE SHALL NOT BE CONSTRUED AS A GUARANTEE THAT THE WELL SYSTEM WILL FUNCTION SATISFACTORILY. Date Inspector . P BOARD OF HEALTH TOWN OF BARNSTABLE ` \ Very Cougtructiou Permit No. W �-i✓� ` ram _'"� Fee Permission is hereby granted to w � �� Installer to Construct l"1� Alter ), or (Repair( a ind'v/iidual well at: No. -3d� It S�� �GC� Street as shown on the application for a Well Construction Permit No. �./ 0 ��}� Dated Date L) I Approved By��� we-cc g � 1 r (;x a +r" aray Town of Barnstable Barnstable ti Board of Health« n14maieaciri BAMSIABLF, MASS. g 200 Main Street,Hyannis MA 02601 t639. �m atfD��A 2007 Office: 508-862-4644 Wayne Miller,M.D. FAX: 508-790-6304 Paul Canniff,D.M.D. JunichiSawayanagi July 15, 2015 Mr. Daniel Ojala, P.E. Down Cape Engineering 939 Main Street, Route 6A Yarmouth Port, MA 02675 RE: 332-Maple Street, West Barnstable A= 131-055 Dear Mr. Ojala, You are granted variances, on behalf of your client, Harry Davidson, Jr., to construct an onsite sewage disposal system at 332 Maple Street, West Barnstable, Hyannis, Massachusetts. The variances granted are as follows: 310 CMR 15.211: The soil absorption system will be located 5.0 feet away from the property line, in lieu of the ten (10) feet minimum setback required. 310 CMR 15.211: The reserve area for the soil absorption system will be located one . foot away from the property.line, in lieu of the ten (10) feet minimum setback required. 310 CMR 15.211: The septic tank will be located 7 feet away from the foundation or crawl space, in lieu of the ten (10) feet minimum setback required. Section 397-8 of the Town of Barnstable Code: To install a private drinking water well 135 from the neighbor's leaching facility in lieu of the 150 feet minimum setback required. Section 397-8 of the Town of Barnstable Code: To install a private drinking water well seven feet away from the property line, in lieu of the ten feet minimum setback required. Q:\WPFILES\Ojala Davidson 332 Maple Street Variances.doc The variances are granted with the following conditions: (1) No more than three (3) bedrooms maximum are authorized at this property. Dens, study rooms, offices, finished attics, sleeping lofts, and similar-type rooms are considered "bedrooms" according to the MA Department of Environmental.Protection. (2) The applicant shall record a properly worded deed restriction, signed by the owner of the property, at the Barnstable County Registry of Deeds restricting the property to three (3) bedrooms maximum. A copy of the recorded deed restriction shall be submitted to the Health Agent prior to obtaining a disposal works construction permit. (3) The system shall be installed in strict accordance with the revised engineered plans dated June 11;2015. (4) The designing engineer shall supervise the construction of the onsite sewage disposal system and shall certify in writing to the Board of Health that the system was installed in substantial compliance with the revised plans dated June 11, 2015. These variances are granted because the physical constraints at the site severely restrict the location of the soil absorption system due to wetlands and private wells in the area. Sinc re)y yours, Wayne iller, M.D. Chain m n Q:\WPFILES\Ojala Davidson 332 Maple Street Variances.doc 0# FINE Tp� ® l " /�J DATE: , ��. FEE: / + IARNSfABLE, � ,. MASS. ,�,� '�EDMpIA Town of Barn s abjl SCHED. DATE:--��!!� Board of Health 200 Main Street, Hyannis MA 02601 f Office: 508-862-4644 Wayne A.Miller,M.D. f FAX: 508-790-6304 Junichi Sawayanagi Paul J.Canniff,D.M.D. VARIANCE REQUEST FORM LOCATION Property Address: 3 3 2- t Assessor's Map and Parcel Number: Z S,5- Size of Lot: Wetlands Within 300 Ft. Yes x Business Name: No Subdivision Name:APPLICANT'S NAME: ,3A-Phone Lo 16 2-0 Did the owner of the property authorize you to represent him or her? Yes X No PROPERTY OWNER'S NAME CONTACT PERSON CKAI-o�4 Name: AV 17 Sor-1 J 2 Name: Address: N S i N ^pp- l Jo A¢.-.1.4, Address: Q Phone: co t"1- (o'Lo - ct-135 Phone: VARIANCE FROM REGULATION(List Res.) REASON FOR VARIANCE(May attach if more space needed) S,y 5" ,ITS-A� NATURE OF WORK: House ( House Renovation ❑ Repair of Failed Septic System ❑ Checklist (to be completed by office staff-person receiving variance request application) Please submit copies in 4 separate completed sets. Four(4)copies of the completed variance request form Four(4)copies of engineered plan submitted(e.g.septic system plans) 7 Completed seven(7)page checklist confirming review of engineered septic system plan by submitting engineer or registered sanitarian Four(4)copies of labeled dimensional floor plans submitted(e.g.house plans or restaurant kitchen plans) Signed letter stating that the property owner authorized you to represent him/her for this request _ Applicant understands that the abutters must be notified by certified mail at least ten days prior to meeting date at applicant's expense (for Title V and/or local sewage regulation variances only) _ Full menu submitted(for grease trap variance requests only) Variance request application fee collected(no fee for lifeguard modification renewals,grease trap variance renewals[same owner/lessee only], outside dining variance renewals[same owner/leasee only],and variances to repair failed sewage disposal systems[only if no expansion to the building proposed]) Variance request submitted at least 15 days prior to meeting date VARIANCE APPROVED Wayne Miller,Chairman NOT APPROVED Junichi Sawayanagi REASON FOR DISAPPROVAL Paul J.Canniff,D.M.D. C:\Users\decollik\AppData\Local\Microsoft\Windows\Temporary Internet Files\Content.Outlook\BAJ9P9B7\VARIREQ.DOC tel. (508)362-4541 939 main street rt 6a fax(508)362-9880 yarmouth port mass 02675 down cope engineering h7C structural design civil engineers& land surveyors Daniel A.Ojala,P.E.,P.L.S. June 12, 2015 Arne H.Ojala P.E.,P.L.S. Timothy H.Covell,P.L.S. land court Andrew R.Garulay,R.L.A. surveys Barnstable Board of Health 200 Main Street site planning Hyannis, MA 02601 Re: 332 Maple Street, West Barnstable sewage system designs Dear Board Members: inspections The enclosed represents a variance filing for the proposed construction of a 3 bedroom dwelling with subsurface septic.system and potable well on a 1 acre lot. The following variances are requested under Title 5 15.000 and Town of Barnstable permits Regulations: Variance from 310 CMR 15.211 (1)primary leaching facility to northerly lot line (10' landscape architecture � to 5'.) • reserve area to northerly lot line (10' to F) . The request is made to main- tain 150' to the southerly abutter's well. Under Town of Barnstable Art III.Section 397-8(E): Potable well to be 135' from northerly abutter's leaching facility (15' variance); potable well to be 7' off lot line to maintain 150' to southerly abutter's leaching facility(3' variance). Due to site restrictions to include the presence of wetlands on two sides of the property (one is to the south and one is across the road from locus) and the presence of private wells on the abutting properties, setback variances are requested in order to maintain the greatest separation distance between wells and septic systems. To maintain 150' to the southerly abutter's leaching facility, the proposed well is sited in the southeast corner of locus and requires a variance of 3' to the normally required 10' off the property line. This proposed well is 135' to the northerly abutter's leaching facility ..and therefore requires a 15' variance. Based on the town groundwater map, groundwater is flowing in a northerly direction, away from the well. The proposed 3 bedroom leaching facility (and reserve) are sited at the northerly corner of the lot, and to maintain the 150' minimum setback to the southerly abutter's well, a variance is necessary to the northeasterly abutter's lot line (10' to 5' for primary and 10' to 1' for the reserve). Groundwater was not encountered during the test hole procedure; the base of the leaching facility is 10.1 above the bottom of the test hole. As an aside, there had been a dwelling,on this property at one time; sometime in the (not recent)past, it had burned down. Portions of the foundation are still visible. This project received Conservation Commission approval on June 91h. It has also received Historic approval. We feel that by granting these variances,the same degree of environmental protection can be attained without the need for strict adherence to the Title 5 and Town of Barnstable Regulations. Very truly yours, 1 Daniel A. Ojala, PE, PLS Down Cape Engineering, Inc. cc: Harry Davidson, Jr. �tr �u �FME Tpw DATE: IK U FEE: BAMMBLE, f S. 16 9. e$ REC. BY S J 9�AtED MA'1 A, Town of Barnstable SCHED. DATE: Board of Health ;D. ,. `�1 /f 200 Main Street, Hyannis MA 02601 f3- Office: 508-862-4644 Wayne A.Miller,M.D. FAX: 508-790-6304 Junichi Sawayanagi Paul J.Canniff,D.M.D. VARIANCE REQUEST FORM LOCATION Property Address: 3 2- Assessor's Map and Parcel Number: ��Ste" Size of Lot: Wetlands Within 300 Ft. Yes X Business Name: No Subdivision Name: APPLICANT'S NAME: �C��-� 1],t�,vt o 50.E,J 4-Phone Lo ro Zo Did the owner of the property authorize you to represent him or her? Yes X No PROPERTY OWNER'S NAME CONTACT PERSON Name: 0 Name: 6=ez Address: ^yr-. (3o&A 2ti14, Address: V) C)- � o2.S3Z ST Phone: to "1- (o 1­0 - q-138 Phone: VARIANCE FROM REGULATION(List Reg.) REASON FOR VARIANCE(May attach if more space needed) S6 I<' 5 ti NATURE OF WORK: House A4d#ft House Renovation ❑ Repair-of Failed Septic System ❑ Checklist (to be completed by office staff-person receiving variance request application) / Please submit copies in 4 separate completed sets. Four(4)copies of the completed variance request form Four(4)copies of engineered plan submitted(e.g.septic system plans) Completed seven(7)page checklist confirming review of engineered septic system plan by submitting engineer or registered sanitarian Four(4)copies of labeled dimensional floor plans submitted(e.g.house plans or restaurant kitchen plans) Signed letter stating that the property owner authorized you to represent him/her for this request Applicant understands that the abutters must be notified by certified mail at least ten days prior to meeting date at applicant's expense (for Title V and/or local sewage regulation variances only) _ Full menu submitted(for grease trap variance requests only) _ Variance request application fee collected(no fee for lifeguard modification renewals,grease trap variance renewals[same owner/lessee only], outside dining variance renewals(same owner/leasee only],and variances to repair failed sewage disposal systems[only if no expansion to the building proposed]) Variance request submitted at least 15 days prior to meeting date VARIANCE APPROVED Wayne Miller,Chairman NOT APPROVED Junichi Sawayanagi REASON FOR DISAPPROVAL!, Paul J.Canniff,D.M.D. C:\Users\decollik\AppData\Local\Microsoft\Windows\Temporary Internet Files\Content.Outlook\BAJ9P9B7\VARIREQ.DOC 58'-O" 12'-0" � � Q co G r � � 4 EATING sT6r ep AREA ATIO ' --------- ........ uuo�u� AREA _...._ __A!------------------ N 14'-0" Q O . O O � GREAT 11 KITCHEN O ° f O ROOM M/BEDROOM in v4v�rEv m 3'-b'C.O. ® c0 N = I Q ____..-- ------------------------- O 2-1 Q K1 b� _ s. ._.. _ BEDROOM_D�__ .. ... ....._ )p bTORKaE �2 - _ v FOYER O BATH BATH 3'-0- /\ 6r41 6 O cusron _ 9-8�" suoweR covERm 0'_g�� � 6rEP O Eumr V 5 srEP A GRAGE r 14'-0" n LI FLOOR FLAN (5) 9 24--0" IIL tel. (508)362-4541 939 main street rt 6a fax(508)362-9880 yarmouth port ' mass 02675 down cope engineering, inc structural design civil engineers &land surveyors Daniel A.Ojala,P.E.,P.L.S. June 12, 20 5 Arne H.Ojala P.E.,P.L.S. land court Timothy H.Covell,P.L.S. Andrew R.Garulay,R.L.A. surveys Barnstable Board of Health 200 Main Street site planning Hyannis,MA 02601 Re: 332 Maple Street, West Barnstable sewage system designs Dear Board Members: inspections The enclosed represents a variance filing for the proposed construction of a 3 bedroom dwelling with subsurface septic system and potable well on a 1 acre lot. The following variances are requested under Title 5 15.000 and Town of Barnstable permits Regulations: Variance from 310 CMR 15.211 (1)primary leaching facility to northerly lot line (10' landscape architecture to 5') •> reserve area to northerly lot line (10' to 1') . The request is made to main- tain 150' to the southerly abutter's well. Under Town of Barnstable Art III Section 397-8(E): Potable well to be 135' from northerly abutter's leaching facility (15' variance);potable well to be 7' off lot line to maintain 15 3' to southerly abutter's leaching facility (3' variance). Due to site restrictions to include the presence of wetlands on two sides of the property (one is to the south and one is across the road from locus) and the presence of private wells on the abutting properties, setback variances are requested in order to maintain the greatest separation distance between wells and septic systems. To maintain 150' to the southerly abutter's leaching facility, the proposed well is sited in the southeast corner of locus and requires a variance of 3' to the normally required 10' off the property line. This proposed well is 135' to the northerly abutter's leaching facility and therefore requires a 15' variance. Based on the town groundwater map, groundwate_is flowing in a northerly direction, away from the well. The proposed 3 bedroom leaching facility (and reserve) are sited at the northerly corner of the lot, and to maintain the 150' minimum setback to the southerly abutter's well, a variance is necessary to the northeasterly abutter's lot line (10' to 5' for . primary and 10' to 1' for the reserve). Groundwater was not encountered during the test hole prccedure; the base of the leaching facility is 10.1 above the bottom of the test hole. As an aside,there had been a dwelling on this property at one time; sometime in the (not recent)past, it had burned down. Portions of the foundation are still visible. j This project received Conservation Commission approval on June 9 h. it has also j received Historic approval. We feel that by granting these variances,the same degree of environmental protection can be attained without the need for strict adherence to the Title 5 and Town of Barnstable Regulations. Very truly yours, 1 Daniel A. Ojala, PE, PLS Down Cape Engineering, Inc. cc: Harry Davidson, Jr. Bk 29022 PS67 0-34553 07-20-2015 Q 10 2 57ax P'� P 05Pi° r � I a p.a F DEED RESTRICTION WHEREAS, HaVYY jfr. Of �l� (own Ps name I�LJ 1�'1.0� yC . D tc wAA. MA (address) is the owner of 333a Mao�ie c1 s)re-ef- located (addre ) / at (�e o� QCl,�r�d�it c MA (hereinafter referred to as and being sh,pwn on a plan entitled "Subdivision of LTe d in WQt act+�n,ol-ad Le MA, Property of Sf' 13A-ker , et al, duly recorded in Barnstable County Registry of Deeds in Plan Book 2—4 9 , Page Or on Land Court Plan Number WHEREAS, IviJsv, cJr' as 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 Barnstable Board of Health, as a pre-condition to granting a disposal works construction permit for a septic system in compliance with 310 CMR 15.200, State Environmental Code, Title V, Minimum Requirements for the Subsurface Disposal of Sanitary Sewage, and authorizing the issuance of a building permit for the construction of a single family home on this property, is requiring that the agreement for the restriction on the number of bedrooms in any house constructed on the lot be put on record with the Barnstable County Registry of Deeds by recording this document, deedr r � i 4 l.±4„4 1 NOW, THEREFORE, Hazrw E.�1_%,'JSan �,� does hereby place the (owner's name) following restriction on his above-referenced land in accordance with his agreement with the Town of Barnstable Board of Health, which restriction shall run with the land and be binding upon all successors in title: 1 s ✓'e may have constructed (addre )upon the lot house containing no more than TAree (3)bedrooms. �Gt✓✓N -�a ,U vtr,SOAi J✓ agrees that this shall be permanent deed (ownePs name) restriction affecting located on MA, and being shown on the plan recorded in Plan Book 2-4V4 , Paged _. Or on Land Court Plan Fob title of 7 see a following deed: Book , Page Or Land Court Certific e f Title Number Executed as a s aled instru ent day of Owner's signature Owner's signature a Owner's signature COMMONWEALTH OF MASSACHUSETTS ns /f , ss 20�— Then personally appeared the above-named known to me to be the person who executed the foregoing instrument and acknowledged the same to be h i i free act and deed, before me, Notary Public a. My commission expires: t OTArtY PUBLIVA I, Commonwealth of Massachusetts deedr �,• '� ''d�v ° �►_,°„ ,: My Commission Expires July 30, 2015 "A0_14ug ,F3,:- €ARNSTABLE REGISTRY OF DEEDS John F. Meade, Register Town of Ba rnsi.ble Departilnent of Regulatory Services Public Health . . DivasAoxa HateMAM n6�g �c 200 Main Street, .anus MA 02601 Date Scheduled _ � . Time Fee Pd ems•s � r v s®i (suilaba Asswment jor ,sewage Disposal Performed•B, ����t 6O1 �, ye; +- Witnessed By: LOCATION& GENERAL INFORMA. ON Location Address Owner's Name 6_0 ho, • Q� `J (/ Address Assessor's Map/Parcel: /3 J f�s Engineer's Name, J p Coy C NEW CONSTRUCTION REPAIR Tele hone# & d . Land Use:W,90d S Slopes(%) — Surface Stones,/ Distances from: Open Water Body ft Passible Wet Aren>roU fi Drinking Water WellX_SD ft Drainage Way ft Pro a Line P rtY > (n ft Other fk SIMTCH:(Street name,dimensions of lot,exact locations of test holes&perc tests,locate wetlands In proximity to holes) ® �'3 ?5b v \� Ln _ ��• — C" A t • Parent material(geologic) f @ ( C> Depth to 9edrgolt Depth to Groundwater. Standing Water in Hole: Weeping from Plt Fntte 1/ 1 Estimated Seasonal High Groundwater /"A /Al DETE ATZONFOE.SEASONAL H][C�7E�'Vi'',ATE][�'�'.t�BLE Method Used: _N 6 'V/ F Depth Observed standing in obs.hole: la, Dnpdt to sell maUles: Itt, Dcpth to weeping from side of obs.hole: in, Grouadwater Adjustment fit. Index Well# Reading Date: Index Well loyal __• Adj.Actor Adj,C3rountlwater Level PERCOLATION TEST Observation Hole# / Thna at 9" /� Depth of Perc �t/n ` Time At G" 10 � Start Pre-soak Time @ (9"-6") End Pre-soak l /0"1 (V f Rate Mln.nuch Z Site Suitability Assessment: Site Passed SitA Fallcd: Additional Testing Needed(YIN) " Original: Public Health Dlvision 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 Consgvation Division at least one(1)week prior to beginning. Q:\SEPTIC\PERCFORM.DO C DEEP.OBSERVATYON HOLE LOG Hole# -- Depth from Soil Horizon Soil Texture .Sdil Color Soil• Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones;Boulders, o i ten; 96'Cravell 30-1 q? C S^ DEEP O]RSERVATION HOLE LOG Hole# Depth from Soil Horizon Soil Texture Soil Color Soil other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulders. ConskLmoy,To U ve �O-ray DEEP OBSERVATION HOVE LOG Hole#. '3 Depth from So!I Horizon Soil Texture Sol]Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulders. Co i to c Q e — (_�.. �uY _7 _ /OYR 0/40 . 1i.5 2, 71 DEEP OBSERVATION HOVE LOG Hole# Ll Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones;Boulders. Co si ton 'l# Flood 7nsnrance Rate Map: Above 500 year flood bound No a Yes Y �'Y Within 500 year boundary No=+:, 'Yes ' Within 100 year flood boundary No. Yds Depth of Natnrall•y Occurring Pervious Material Does at least four feat of naturally occurring pervious material exist in all areas observed throughout tho area proposed for the soil absorption systeml 'le i If not,what is the depth of naturally occurring pervious material? - Certification r/��� , I certify that on rM (date)I have passed the soil evaluator examination approved by the Department of Environmental Protection and that the above analysis was performed by me consistent with . the requited training,expertise and experience described in�10 CMR 15.017. Signature Datb • Q:�s.�rrlc�r>�lz.croRM.Doc - 21'-0" 12'-0" ... ........ � p EATING sTEr i0 AREA ATIO :.......: ....... ur+ortw AREA d'-0•x 3'-5• Al n u •r ' --- ----- - ------------------ 9 �o 14'-0" o O m 00 D GREAT KITCHEN Q OO ROOM M/BEDROOM O vw�rm � a t N --------------- -- J d•-O.G.O. 4•-0•Cr7. � ' �' � STORAGE _ ® �N BEDROOM-2 o IFDEN ry K 9'-231° S FOYER BATH BATH ID _ STAI 5 OWTOH 0 ",�• J II'-4W' GOVERm 6'_g" sTsn Q EN1Rr `r sTE GARAGE 14'-0" _ f+ 0 4 FLOOR FLAN (a) N oa I. 24'-0" I- i Down Cape Engineering representative letter. June 12, 2015 I Harry E Davidson Jr give Down Cape Engineering permission and approval to represent me in all matters to the Town of Barnstable Board of Health meetings regarding the property at 332 Maple Street West Barnstable, Ma. Sincerely . J Harry E Davidson Jr .k I AbutterReport Page 1 of 1 Adjacent (Please choose abutter list type) Abutter List for Map & Parcel(s): '131055' Default buffer of parcels adjacent to the selected parcel ((��� Total Count: 5 IR I Close Map&Parcel Owners Owner2 Addressl Address 2 Mailing Country Deed CityStateZip WEST 131012 DAVIDSON, MARY PO BOX 164 BARNSTABLE, 27988/238 MA 02668 LANE,ARNOLD C. WEST 131013001 IR 330 CEDAR STREET BARNSTABLE, 22612/343 MA 02668 WEISS,CHARLES 1 23 CEDARCREST WEST 131013004 &LYNN G LANE BARNSTABLE, 3076/17 MA 02668 DAVIDSON, LINDA WEST 131013007 S P O BOX 514 BARNSTABLE, 14007/43 MA 02668 131055 DAVIDSON, HARRY 20 WINSTON BOURNE, MA 25884/46 EIR AVENUE 02532 This list by itself does NOT constitute a certified list of abutters and is provided only as an aid to the determination of abutters.If a certified list of abutters is required,contact the Assessing Division to have this list certified.The owner and address data on this list is from the Town of Barnstable Assessors database as of 6/18/2015. http://maps.townofbamstable.us/arcims/appgeoapp/AbutterReport.aspx?type=default 6/18/2015 ' tel. (508)362-4541 939 main street rt 6a fax(508)362-9880 yarmouth port mass 02675 down cape engineering, inc structural design civil engineers &land surveyors Daniel A.Ojala,P.E.,P.L.S. Arne H.Ojala P.E.,P.L.S. Timothy H.Covell,P.L.S. land court surveys June 1 1, 2015 Andrew R.Garulay,R.L.A. site planning Dear Abutter: sewage system A public hearing has been scheduled for the Barnstable Board of Health to take action designs on a request for variances from Town of Barnstable Regulations and Title 5 Regulations for the subsurface disposal of sewage for the proposed Title 5 septic inspections system(associated with a proposed 3 bedroom dwelling) at 332 Maple Street, West Barnstable. The variances requested are as follows: permits Variance from 310 CMR 15.211 (1) primary leaching facility to northerly lot line (10' to 5') ; reserve area to northerly lot line (10' to 1') . The request is made to main- tain 150' to the southerly abutter's well. landscape architecture Under Town of Barnstable Art III Section 397-8(E): Potable well to be 135' from northerly 'abutter's leaching facility (15' variance); potable well to be 7' off lot line to maintain 150' to southerly abutter's leaching facility (3' variance) Said hearing will be held in the Hearing Room 300 South Street Hyannis, July 14, 2015 at 3:00 pm. Plans and the application describing the proposed activity are on file at the Board of Health office, 200 Main Street, Hyannis. It is recommended to check with the Health Department to confirm date and time if you are interested in attending. Sincerely, 1 ' Daniel A. Ojala, PE, PLS Down Cape Engineering, Inc. cc: Abutters file Barnstable Board of Health barnboh APPROVED `" PP O V V MAY 13 2015 Town of Barnstable Old t<inc�`s Highway Gommiliee SYSTEM DESIGN: SYSTEM PROFILE NOTES x d.,"orc cuW,wE asroa•o x•>.ILODW '.oWf'<C'••D�.+9..W�., __D_ .,..�. 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JR. Il OjwRcap EElJareda &A � 'jl >,zois fofae ri.rf�w's Dora,. rlwav+w�f ,,Ir ,— I9-!07 •♦n o.r.cu'u s ouu,v.R.via • r M NO ■/r is — _\ oil ' r � = rs/I ��r _: r�rS �r� a._■U■■ —�/I■ ic_ �" U/ r/r_ .. - ........... ur m 1 n - 1 7 ,,1 �! ■ rr■I n■ m ui: r■■r■■r - - i /r■ ■ 1 e it t, ■ • • -�• �� -- = 7 • - - • �11YWWWWIIYWWWIYi1WWWWYIIYi r Y\v rJ sTuccp { I YP. IXB/IX312 RAKE BRDS. � 'ASPHALT ROOFING�-_- _- W/G SHINGLES ai o-li. •i-1 "I .Ir I'' J Y i - _ - __'�`�._ �� _— _ e- _-. _ I �- TYP. — - — — _ - - - —'1 0� r �� 6RD53 RAKE BRDS. - rCNR.BRDS. TS} L� "� N TYP. IX5 SOFFIT xP ••rll -IX5 FREIZE/BED MLDG. LEFT ELEVATION =— Il71 i illl6 ail II 19 J(j7 L. J _TYP. IX5/IX6— m—I J --- U 1/2X6� SIDING I �: I I I -_GNR.BRDS. �I '•-'.�- FLOOR Lf IXB WgTER TABLE I i, I � FRONT ELEVATION i STUppp j TYP. IXH/IX3 i RAKE BRDS. _ASPHALT ROOFING ASPHALT ROOFING /G SHINGLES TYP. BRAKE BRDS. r' �CNR.BRDS. _" ! 1 � _ I I �,•' .1 '�i � xP.IXB WATER TABLE - R' _sL� y'f LLi� I-g-y^ Ilk- IRIGHT ELEVATION r - nr-I�, TYP. IX5/IX6' l - -_- TYR.IX WATER RAEL - REAR ELEVATION BUILDER JOB ADDRESS DESIGN .� _ _ DATE REVISION ,DRAWN BY "PAGE SCALE RU) ANDERSON t SON,s 332 MAPLE STREET CUSTOM RANCH STYLE HOME 3-30-18 « JB •_or& 1/a°FI'-O' WEST BARNSTABLE, MA. WITH TWO CAR GARAGE W (j)PURCHASE OF DRAWINGS LEAVES PURCl ASER RESP0::5.:,=FOR COMPLIANCE WITH ALL EXACT SIZE AND REINFORCEMEN OF ALL CONCRETE FOOTING5 !3)ALL FOCTMGS SHALLIFY EXTEND BELOW FROSTLINE VER DEPTH. LOCAL BUILDING CODES AND ORDINANCES,A DESIGN'S M:,T NOT BE HELD RESPONSIBLE MUST BE DETERMINED BY LOCAL SOIL CONDITIONS AND ACCEPTABLE -'VERIFY STRUCTURAL ELEMENTS FOR DESIGN I SIZE P.p.m><mB /SOg�494-9534 (]I FOR SITE CONDITIONS OR FOR THE USE OF THESE DRA.UI�✓_=DURING CONSTRUCTION. PRACTICES OF CONSTRUCTION.VERIFY DESIGN WITH LOCAL ENGINEER, WITH LOCAL ENGPEER AND BOIL-OFFICIALS. W£BT E14RNBTiBLE ryA O)bbE 12'-0" -- ----- ------ 4,4" ------------ ------------------- --- -------- , P. 5 26X24 -------------------- EATING ------- iq x 2X8 C.J, o --------------------- ------------------------ -------- GLASS GLASS "In ----------- -=== I J — 26X24 C20X36-2 YP.51ZED PSL POST - ---------- ------- ------------------------------------------------------ ------ 3-2.12 GLASS -l:SIZED L:V:-L:' :A:S:ABOVE GLASS GLASS TYP.30"X30"XIB" 26X24 26X24 -X- BASEMENT CONC.FTG�W/3-1/2"RD. 14 • CONC.FILLED COL. X -- ---- --------------------------------- Lu F3 TYF'— YP.CEILING LINE AN, ILL POLY F—ES. 6 DINING x b KITCHEN GREAT M/BEDROOM 6 ROOM 0 1-3 1—TED x b Q --------------------------------- ------ DEEP 24'-IOV," ERIFY CHIMNEY SIZE WITH MASON 3-6"6 3,8�1 i I ..-. -FffF :E3 CD > DEN FOYER ED 1 o:1 Il,-4V L ---------------------- T-01. BATH BATH 1-0 x BEDROOM-2 ----------- -------------- ----------------------------- --- 3-2.12'. =ry T - ---------5-- GLASS JL==�, ---------- -------------- .... ------------------- I------------------------- (c)SIZEDLVC,4 BOVE ---------- -------------------------------- --------- 2&X24 wew GLASS ------------ ------- TRY 26�24 26X24 26X24 . STEP 5/a"r.c.WALLS DRYWALL '...I 3'2': 6- GARAGE E -------- '20'-0"GABLE" x ------ �A UNEXCAVATED TYI I T�Ill CONC.SLAB FLOOR FLAN W/Fl5ERMESH 7 9 --------------------------------------------------------------- _7AL, LATERAL 2XI2 C.J. 1,S',o,c:, UPLIFT ANCHOR BOLT AND 3"X3"XI/4'PLATE WASHER -------------------------- ------------- -------------- ,M X 2X6 PT PLATE 6 EA X: MAIN HOUSE SPACING O.C. A GARAGE SPACING A A 20 O.C. d -------------------- -------------------------------------------- A T'MIN. ':a"CONCRETE WALL ---------------------------- f-R!-------------- I.- :-, DAMP.PROOFING dA J, ------- ---- 5� ILI A A I A A '.'..APPROVED. 24'-0" A I .A A A A W-O" LLL 4"POURED CONC. SLAB A A A I. FOUNDATION WALL FOUNDATION FLAN • A b, A, 2Xr.�E*Y 4 15 A A 6.-m.FROM END .,c:�,5<22' coNc: rTG.. . .I\-� •Al•A 0 PLATES A A ILL A. COMPACTED GRAN A A AR hA•It A A 5, A . A A A A A .A .,h A •A FOOTING FOOTING DETAILS all CONCRETE WALL TYP, ANCHOR BOLT SPACING BUILDER JOB ADDRESS DESIGN DATE REVISION PAGE SCALE ;LEA. I O❑I 21 WL LATE DRAWN BY a JB .-2—OF ro 1/4"-1'-0" CUSTOM RANCH -STYLE E -W fRW ANDERSON 4 SON,s 332 MAPLE STREET HOME �WW 3-30-15 WEST BARNSTABLE, MA. WITH TWO GAR GARAGE W1 ,,PURCHASE I L11116 PURCHASER RESPONSIBLE FOR—11LIANCE—N ALL EXALT E AN.REIII—El--T-'Ol ALL CONCRETE FOOTINGS ALL F—INGS SHALLE-EN. E—FROSTLIKE VERIFY—1- LOCAL BULLRING CODES AND ORDINANCES,�DESIGNS HAY NOT BE HELD RESPONSIBLE -..DETERMINED BY LOCAL SOIL CONDITION5 AND ACCEPTABLEVERIFY 67—AL ELEMENT6 FOR DESIGN I SIZE 13100.)494-95-54 FOR SITE CONDITION5 OR FOR THE USE OF THESE DRAWINGS DURING CONSTRUCTION. PRACTICES OF CONSTRUCTION.VERIFY DESIGN Wl-LOCAL ENGINEER. WITW LOCAL ENGINEER a _ � OG II m I,llp GIRDER BELOW TYP.RIM - s' _-- _— --- --- �.- P.2X6 PT SILL __ —\ SIZED LVL'.BELOW ° w i E2� 2XIC'S m 16"O.G.—� `NS2X10'e m 16 D.G.0 s I� GIRDER BELOW --_ _- - - --- --- ___ ___ __ _ _ _ __ E @= FV _= V- -6 ==F_"_ -4- - - - __ - - - - __ _ - - - __ 1 2XI2 RIDGE ___ ___ _ _ _ - ___ ___ _ _ __ -_ _ _- _ - - _ O IIIIIpIIIII f N x / 0' NOTE:VERIFY OPENING C) NEEDED WITH MASON. \ a II uU• ti s 8 = r 2XIO'.m 12"D.G. O .0' E—2XI0 s m 12"D.G. '�� IL 1+\Us 2X I0'e m I6"O.C.—3 •./ ? �,p GIRDER BELOW �0 - -- -- -- -- - ' --- - - - ---u- - --- ---..................... --- --- --- ---__________________ --- -- - - --- --- ------- HIT BEARING WALL BELOW - IZED:F LVL'e BELOW; FLOOR FRAMING FLAN � ROOF FRAMING FLAN 0 a T T 0 0 RIDGE VENT 2XI2 RIDGE O O 2XIO RAFTERS m 16"O.C. r n RIDGE VENT I/2"ROOF SHEATHINGI I 2X 12 RIDGE 15•ASPHALT PAPER 11 ASPHALT SHINGLES 2XIO RAFTERS m I6"O.C. e� 1&'ROOF SHEATHING IS•ASPHALT PAPER IT ASPHALT SHINGLES e� 2XIO'.C.J,m I6"O.G. R49 INSUL. ® 2XI2'.G.J.m 16"O.G. IX3 STRAPPING I/2"WALLBOARD 1/2'WALLBOARD IX3 STRAPPING Q DEN 2X6'e o 16"O.C. 5/8"F.C. WALLBOARD KITCHEN R21 INSULATION 1/2"WALL SHEATHING 3/4"T/G PLY. HOUSE WRAP OR EQUAL = 5/8'F.G.WALLBOARD NAILED a GLUED. SIDING m 2X6'.m 16"O.G. GARAGE -- I/2"WALL SHEATHING 2XIO'.m 12"O.C. <—2XIO'.0 16"O.G.—� HOUSE WRAP OR EQUAL ' <4 3-2XI2'.GIRDER---" R30 INSUL. ! SIDING 3-1/2"CONC.FILLED LOLLY COLUMN. BASEMENT 4"SONG SLAB I •i CROSS SECTION (A) CROSS SECTION (B) BUILDER JOB ADDRESS DESIGN DATE _REVISION_ ,.DRAWN BY PAGE _..SCALE - �C l o���Or�` �o com — JB hisigns RW ANDERSON d SON,s 332 MAPLE STREET CUSTOM RANCH/STYLE HOME 3-30-15 « JB • oF�( 1/4".I'-o' WEST BARNSTABLE, MA. WITH TWO CAR GARAGE W PURCHASE OF DRAWNGS LEAVES PURCHASER RE.PONSIBLE FOR COMPLIANCE WITH ALL E%ACT SUE AND REINFORCEMENT OF ALL CONCRETE FOOTINGS (3)ALL FOOTINGS 6—ExTEND BELOW FRO$TLINE VERIFY DEPTF H LOCAL BUILDING CODES AND ORDNANCES,. DESIGNS MAY NOT BE HELD RESPONSIBLE MUBT BE DETERMINED BY LOCAL SOIL CONDTION5 AND ACCEPTABLE —VERIFY 6TRUC11`RAL ELEMENTS FOR DESIGN I SIZE v.c.�x�s (50BJ 494-9534 OI FOR BITE CONDITIONS OR FOR THE USE OF THESE DRAWINGS DURING CONSTRUCTION. PRACTICES OF CONSMI—ION.VERIFY DESIGN II:ITU LOCAL ENGINEER. WITH LOCAL ENGINEER AND BUILDING OFFICIALS. UE9T BARNSTABLE MA.O)66B' z RIDGE VENT - 2XI2 RIDGE RIDGE VENT 1z 2XIO RAFTERS m 16"O.C. I/2"ROOF SHEATHING '? 2X 12 RIDGE B� 15•ASPHALT PAPER RIDGE VENT - RIDGE VENT ASPHALT SHINGLES 2XI2 RIDGE 2X10 RAFTERS m 16"O.C. 2XIO RAFTERS a 16"O.C. 2X 12 RIDGE -'� 2XIO RAFTERS m I6"O.C. IZ I/2"ROOF SHEATHING 1/2"ROOF SHEATHING sT O 12 1/2"ROOF SHEATHING 5 15•ASPHALT PAPER 15•ASPHAI.,T PAPER a e� 15•ASPHALT PAPER ASPHALT SHINGLES ASPHALT SHINGLES ASPHALT SHINGLES 2X12's I6"O.G. 5 2X8'S a I6"O.C. Rog INSUL. _ a ® R45 IN5UL. 2X10'S G.J.a 16'O.C. C.J. 1X3 STRAPPING m .. --.._. I%6 T/G BRDS. .. _.-- ... IZE 9 _._. .._ I 1 EATALLBO STRAPPING 1/2"WALLBOARD IR4g INSUL. SIZED WL's 1/2 WALLBOARD x f I/2"WALLBOARD k I 2 2XI0'e I - - IX3 STRAPPING I/2"WALLBOARD Q - y 1 I/2"WALLBOARD 1/2"WALLBOARD - O - � Ni - ICI 2X6'S a 16"O.C. Q - v UL ED 'I AREA 'r �i 2X('s a 16"O.C. (3 = GREAT ROOM _ 2X6's a 16"O.C. R21 INSULATION COVERED {'j BEDROOM•2 R21 INSULATION BEDROOM•2 R21 INSULATION ENTRY III A T _ 1/2"WALL SHEATHING 3/4"T/G PLY. 1/2"WALL SHEATHING 1 1/2"WALL SHEATHING HOUSE WRAP OR EQUAL NAILED GLUED. HOUSE WRAP OR EQUAL _ j 3/4"T/G PLY. HOUSE WRAP OR EQUAL 3/4"7/G PLY. - SIDING -d'�-- - SIDING S-OONC.SLAB - III SIDING - D GLUED, 2X1o'e o 16"O.G. a --- - - -- Vol O's a 12 O.C. -� �-2XIO'.Ua 16' O.C.-� 30 INSUL. ' -- - - - NAILED e GLUED. � NAIL E-2X1 2X10 I,o 12"O.O. 30 INSUL. 30 INSUL. 3-2X12'.GIRDER S 3-1/2"CONC. FILLED ' ip BASEMENT O _ - LOLLY COLUMN. _ BASEMENT O m BASEMENT "-ONC-SLAB4"GONG.SLAB 4"GONG. SLAB GROSS SECTION CCU CROSS SECTION (D) CROSS SECTION (E) EXTEND HEADER _ TO KING STUD ASPHALT ROOFING ASPHALT ROOFING SIDING r: 15•ASPHALT PAPER 15•ASPHALT PAPER 4: I/2"SHEATHING I/2"SHEATHING - ------------- .,;;: TYP.H2.5A TIES TYP.H2.5A TIES HOUSE WRAP DRIP EDGE DRIP EDGE 1/2"SHEATHING 1 5"GUTTER 5"GUTTER •"''' NAIL TOP PLATE TO HEADER WITH =I - _I NAIL SCHEDULE TWO ROWS OF 16d IX&FACIA IXS FACIA SHINGLE STARTER ad COMMON NAILS AT 3"O.G. it IX SOFFIT - 1X SOFFIT COARSE AT 3"O.C. 2-1/4"VENT 2-1/4"VENT 2X6 P.T.SILL 1-3/4"BED MLDG. 1-3/4"BED MLDG. > I: SILL SEALER NOTCH FRIEZE NOTCH FRIEZE TO RECEIVE SIDING. TO RECEIVE SIDING. a° . OPTIONAL 2-•5 ROD 2 5/8"ANCHOR BOLTS WITH TOP RING 2"CLEAR 3"X3"PLATE WASHERS .°Ge•. 5/B"X12"ANCHOR BOLTS. °Oe .' ° o, ° EAV EAVE SILL °a °oy°":°oA`°oe .°n•e . SILL DETAILS "I EAVE DETAILS "3 EAVE DETAILS GARAGE OPENING DETAILS BUILDER JOB ADDRESS DESIGN _ ,DATE.... .- -REV_ISION..,DRAWNBY-.. .-. PAGE- SCALE - _ o�OIi •Jf3 Des igns RW ANDERSON a SONS 332 MAPLE STREET CUSTOM RANCH STYLE HOME 3-30-15 + JB •�oF� v4".1'-0' WEST BARNSTABLE, MA. WITH TWO CAR GARAGE f (I)PURCHASE OF DRAWINGS LEAVES PURCHASER RESPONSIBLE FOR ODMPL'IANCE UI-ALL ())EXACT SUE AND REMFORCEMSNT OF ALL CONCRETE FOOTINGS SJ ALL FODTING5 SMALL EXTEND BELOW FROSTLINE ER, T DEPTH. LOCAL BUILDING—ES AND ORDINANCES,. DESIGNS MAY NOT BE MELD RESPONSIBLE. MUST BE DETERMINED BY LOCAL SOIL CONDITIONS Al.ACCEPTABLE (°)VERIFY STRUCTURAL ELEMENTS FOR DESIGN(bIZE PO'BOJ+mS �SIOBJ 494-9534 �I FOR SITE CONDTIONS OR FOR THE USE OF THESE D-1-5 DURING CONSTRUCTION. PRACTICES OF CONSTRUCTION.VERIFY DESIGN—N LOCAL ENGINEER. WITH LOCAL ENGINEER AND BUILDING OFFICIALS. IUEST5A—,UELE ry4 O)66B rWALL LENGTH=ygcQ' , rWALL LENGTH-IZ O FULL HEIGHT SHEATHING= (Z"I FULL HEIGHT SHEATHING= "I • ACTUAL SHEATHING=-lzQ_% ACTUAL SHEATHING=__rg,�% (Min. (Mln.RegWredl¢Q_%) RATIO=1.00 RATIO=J,QQ _ _ _ ____ EDGE NAILING-�_O.C. EDGE NAILINGy"O.C. rWALL LENGTHF�Q , FIELD NAIL ING= I2" O.C, FIELD NAILING=-12"O.C. FULL HEIGHT SHEATHING-5,_4„ i _ ....__..._ ..._... _ _. .. _.,.... .. ._........ ACTUAL SHEATHING- (Min, _._._...._._ sTucco , RATIO=I"0O 11 _._..... ._. ....._ _._—-._ _._. ._. EDGE NAILING 6"O.C. f B� \�- rWALL LENGTH= J ---_.._i L71ELD NAILING J2_O.C. FULL HEIGHT SHEATHING-4 ACTUAL SHEATHING=_%) i �\ ( (Min.Requlred��%) RATIO-L00 /i I EDGE NAILING=_(2LO.C. FIELD NAILING-JO,C. I \\ U--------------J CONTINUOPUS 91/2 LVL6 HEADER 111 t € P e I, 1I 8 �� / DID I �ED ..I HEAI S I I SHEAR I :S'ZAR 'E l-n_.8 I I SHEAR., I�SHEAf .SHEARI 'SHEAR SHEA I' SHEAR HEA�I I .SHEAR -SHEAR I ElElDII, j ALL WALL WAILL I I WALL WALL WALL 'WALL WALL .WALL WALL { WALL I WALL I I. •I I s EAR II�,IRu IsHEAR r- 6HEARl .I L �,.{.:. III�¶IIIII �. II G" I'' I�IiIIh�I�'' yid , �I :. - , - I i•I L I �� •1 (WALL�I f ��I WALL I I ',WILL 2 4 23 �I. I �.'ll 1u!" 16 -6 l --__ . I-10 I i-9 �! 2-4^ / �-2��.II'-81{" I. .5 2�� �. aIIIIjj �. •.r�l, i �jl� Ij�1�.�1 8'-0" 52 O" 24'_O.' 19.O" 14.O,. L •I SHEAR WALL LEFT ELEVATION rWALL LENGTH= EAT � I FULL HEIGHT SHEATHING=�SzI SHEAR WALL FRONT ELEVATION ACTUAL SHEATHING=-1Q% (Min.Required'%) RATIO= 1.00 EDGE NAILING-iO.C. 'FIELD NAILING=�O.C. L-------------- WALL LENGTH=19_O" WALL LENGTH-12-0„ _ _ _ -—-__ FULL HEIGHT SHEATHING-.�� I FULL HEIGHT SHEATHING=S 4"I rWALL LENGTH=�O" ACTUAL SHEATHING-��% ACTUAL SHEATHING-TT % I FULL HEIGHT SHEATHING=J]_@ I r_—_—_—_—_—_—_- I (MIn.Required��%) I (Min.Required4i3 %) I ACTUAL SHEATHING=�% WALL LENGTH=�Q RATIO=1.00 RATIO-I.00 (Min.Required��%) FULL HEIGHT SHEATHING=��" EDGE NAILING-�O.C. I EDGE NAILING- O.C. I RATIO=I= 'I ( ACTUAL SHEATHING-_6.�% LFIELD NAILING-JZO.C.__-J L IELD NAILING= IQ" O.C,-_-J EDGE NAILING=�-O.C. I �_ - ._._.___—._ _.___.---_.--____..__ .— I (Min,Raquired�i�%) FIELD NAILING-�p.C- \ RATIO.1.00 I L_—_—_—_—_—_—_J r-.---_—__ L I EDGE NAILING="O.C. FIELD NAILING= _-- �\ \\ ;SHEAR ®I4 -SHEAR SHEAR I 'SHEAR I SHEAR � S AR' `SHEAR WALL f .WALL WALL WALL "WALL I I WILL 'WALL I 1 a E�: I. I ,j� r I: I � 3 8,_O" -4".I r I - - 1 -: i ao SHEAR SHEAR 't SHEAR : SHEAR ::SHEAR SHEAR' .�®' SHEAR: ( :SHEAR (SHEA —� WALL' WALL (WALL f WALL WALL I :WALL WALL WALL I WALL WALL WALL' .I', f L 52�_O�� I77=7 c . 3 O � 3 I 3 31's I • 4 8 - 4 B .;i 3 3L5 5 Olh 6'-10 ,i 2-61� rWALL LENGTH-rj�'-Q----� �J�EAR WALL RIC�NT ELEVATION FULL HEIGHT SHEATHING- ACTUAL SHEATHING- (Min.Requlred_��%) 2l'-& RATIO. 1.00 - SHEAR WALL REAR ELEVATION I EDGE NAILING-�O.C. FIELD NAILING=J?'`-- BUILDER JOB ADDRESS DESIGN DATE.. REVISION. DRAWN PAGE - _.SCALE �9ul0 JO NOMOOOS16HOo DOS — — �JB Designs _ -- -W RU1 ANDERSON t SON,s 332 MAPLE STREET CUSTOM RANCH STYLE HOME-- 3-30-15 +r JB •,�oF—¢( I/4^.1'-0" WEST BARNSTABLE, MA. WITH TWO CAR GARAGE TI)WRCHASE OF DRAW NG9 LEAVES PURCHAbER RE6PONSIBLE FOR COMPLIANCE WITH ALL r)EXACT SIZE AND REINFORCEMENT OF ALL CONCRETE FOOTING$ (3)ALL FOOTN66 SHALL EXTEND BELOW FROSTLINE E FY DEPT . . • + 1- LOCAL BUILDING CODES AND ORDNANCE$,A DESIGNS MAY NOT BE HELD RESPONSIBLE n T BE DETERMINED BY LOCAL SOIL COND .6 Al.ACCEPTABLE —vERIFY$TRIICTI:RAL ELEMENTS FOR DESIGN I SIZE P.O.BON JBS �y- BJ•494-95 OI FOR SITE CONDRIONS OR FOR THE USE OF THESE DRAWNGS DURING CONSTRUCTION. PRACTICES OF CONSTRUCTION.VERIFY DESIGN WITH LOCAL ENGINEER. WrfN LOCAL ENGINEER AND EWILDNG OFFICIALS. l(EST BARNST.AB[E K4 Ouce, z I AWC GUIDE TO WOOD CONSTRUCTION IN HIGH WIND AREAS 110 MPH WIND ZONE ilFlm Emp(osuiRE �JWIND ZONEMASSACHUSETTS CHECKLIST FOR COMPLIANCE(180 CMR 5301.2.1.0 12 CHECK /COMPLIANCE + 1.1 SCOPE WIND SPEED(3-SEC.GUST)_______________________________-_____________________ ___________-110 MPH WIND EXPOSURE CATEGORY____________________________________________________________________--_________.B 1.2 APPLICABILITY - (�) NUMBER OF STORIES fA ROOF WHICH EXCEEDS B IN 12 SLOPE SMALL BE CONSIDERED A STORY) NUMBER OF NUMBER OF _2_STORIES<1 STORIES_�L JOINT DESCRIPTION COMMON NAIL SPACING ------_---I_ • • NAILS BOk NAILS ROOF PITCH---------_------------------------------- (FIG 2) ---------------------------------- 12:12_dam - T1EAN ROOF HEIGHT---------_------------------------ (h i) ---------------------_---------------JS_FT<33 ROOF FRAMING BUILDING WIDTH,W___________________________________ (FIG 3).________________-__________-_______- -'A FT<80'�� BUILDING LENGTH,L___________________-____.._______- (FIG 3)._______________-___ ____-__hr2 FT<80'�L BLOCKING TO RAFTERS(TOE-NAILED) 2-Bd 2-IOd EACH END BUILDING ASPECT RATIO(L/W)------------------------ (FIG 4)._______________________-____ ___ Inn <5:1�_ RIM BOARD TO RAFTER(END-NAILED) 2-Ibd 3-161 EACH END NOMINAL HEIGHT OF TALLEST OPENING>________________ (FIG 4).________________________ 6-8'(6'8" WALL FRAMING 13 FRAMING CONNECTIONS \ TOP PLATE AT INTERSECTIONS(FACE-NAILED) 4-Ibd 716d AT JOINTS GENERAL COMPLIANCE WITH FRAMING CONNECTIONS.__. (TABLE 2)------------------------------_--------------- - STUD TO STUD(FACE-NAILED' 2-166 2-16d O.G..C.ALONG EDGES O.C. TYP,FIELD NAIL SPACING HEADER TO HEADER(FACE-NAILED) Ibd 1Ed 16" 2,1 FOUNDATION FLOOR FRAMING 8d COMMON•6"O.C. FOUNDATION WALLS MEETING REQUIREMENTS OF 180 CMR 5404.1 CONCRETE_________________________--_---___----__--___--_---------------------------------------------- —dL JOIST TO SILL,TOP PLATE OR GIRDER(TOE-NdILED) 2-d' 2.1 . PER JOIST TYP. TUR WOOD •'> T T(TOE-NAILED) 2-8d 2-IOd EACH END CONCRETE MASONRY------------------------------------------------------------------------------------ —�� •, -,>-.°"-,••'•, BLOOKING TO SLL OR TOP PLATE(TOE-NAILED) 3-Ibd 4-16d EACH BLOCK STRUCTURAL PANELS 2,2 ANCHORAGE TO FOUNDATIONI� LEDGER STRIP TO BEAM M GIRDER(FACE-NAILED) 3-16d 4-Ibd EACH JOIST T M(TOE-NAILED) 3-Btl 3-IOd PER JOIST 5/8"ANCHOR BOLTS IMBEDDED OR 5/8"PROPRIETARY MECHANICAL ANCHORS AS AN ALTERNATIVE IN CONCRETE ONLY > `•>•`-••��� BAIND JO S T ON TTTO J015T(END-MAILED) 3-Ibd 4-16d PER JOIST BOLT SPACING-GENERAL ._______________ ______-(TABLE 4).____________________-____________ _. 56_IN.�L \\ BAND JOIST TO SILL OR TOP PLATE(TOE-NAILED) 2-I66 3-16d PER JOIST BOLT SPACING FROM ENO/JOINT OF PLATE (FIG 5) 6J2'IN,(6'-12"�_ \._______ _________________________-______. \ ROOF SHEATHING BOLT EMBEDMENT-CONCRETE---------------------(FIG 5). --_-____----_-_---------------------IN.>T" V BOLT EMBEDMENT-MASO WRY----------------------(FIG 5).______________________..------------_2 IN.>15"�L I TYP.EDGE NAIL SPACING ---- ---- WOOD STRUCTURAL PANELS PLATE WASHER-----------------------------------(FIG 5)-------------------------------------->3"X3"XI/4"—I/ I (Bd COMMON o 6"O.C.) •'• •'• - "• RAFTERS OR TRUSSES SPACED UP TO 16'O.C. ad IOd 6"EDGE/6"FIELD RAFTE S OR SSES PACED OVER V ELD 3.1 FLOORS I I `• \\ \ \\ \ •' SABLE R NOWALRLU RAKE EOR RAKE TRUSS O.C. d IOd 6"EDGE/6`FIELD FLOOR FRAMING MEMBER SPANS CHECKED------------(PER 18O CMR 55.00).___________________ �_ I RAFTER CONNECTIONS WITH NO GABLE OVERHANG G MAXIMUM FLOOR OPENING DIMENSION_________________(FIG 6).-____________________________-______- --FT(12'�L NON- Vi 1 TYP.H2.5 TIES GABLE ENDWALL RAKE OR RAKE TRUSS ad IOd 6"EDGE/6'FIELD FULL HEIGHT WALL STUDS AT FLOOR OPENINGS LESS 2'FROM EXTERIOR WALL(FIG 6)_____________________________ �L LOADBEARING • TYP.HORIZONTAL DOUBLE W/STRUCTURAL OUTLOOKERS NAIL EDGE(STAGGERED NAIL MAXIMUM FLOOR JOIST SETBACKS STUD HEIGHT I •' PATTERN Bd COMMON a 33'O.G. GABLE ENDWALL RAKE OR RAKE TRU55 Bd IOd 4"EDGE/4"FIELD UPLIFT I W/LOOKOUT BLOCKS SUPPORTING LOADBEARING WALLS OR SHEARWALL (FIG V-------------------------------------�FT<d�L G71I MAXIMUM CANTILEVERED FLOOR JOIST MAX.WALL LOADBEARING CEILING SHEATH' SUPPORTING LOADBEARING WALLS OR SHEARWALL.(FIG 8)______________________________________Q FT<d�� HEGHT 20 I 1� 7i P.T/16"WOOD STRUCTURAL STUD HEIGHT SHEATHING FLOOR BRACING AT ENDWALLS._____________________-(FIG 5) .______ ___________________________-___________- �L I Ir VERTICAL PANEL SHEATHING GYPSUM WALLBOARD 5d COOLERS 7°EDGE/10'FIELD FLOOR RIM SHEATHING TYPE._____________________________(PER 1130 CMR 55.0O)---------------------------------- 1L .I .I >• MAX.WALL WALL SHEATHING FLOOR SHEATHING THICKNESS--------------_----------(PER 180 CMR 55.00)-------------------------- -/4 IN._1L I I �p - PACING VERTICAL EDGE NAIL HEIGHT 10' WOOD STRUCTURAL PANELS W FLOOR SHEATHING FASTENING------------------------(TABLE 2)�d NAILS AT�ZIN EDGE) 12_IN FIELD�� J l i III - STUDS SPACED UP TO 24"O.G. 8d IOd 6"EDGE/12"FIELD tl A I SCING(8d COMMON _O.C.) In' 4N0 25/32'FIBERBOARD PANELS Bd - 3"EDGE/b"FIELD 4,1 WALLS rII li R 'GYPSUM WALLBOARD Ed COOLERS T"EDGE/10'FIELD WALL HEIGHT > W�1� LOADBEARING WALLS-----------------------------(FIG 10 AND TABLE 5)----------------------- 5 FT<10'_>L II - FLOOR SHEATHING TYP.FIELD NAIL SPACING NON-LOADBEARING WALLS------------------------MG 10 AND TABLE 5)-----_____________ AFT<20:�� I 3 - 8d COMMON O.C. WOOD STRUCTURAL PANELS WALL STUD SPACING__________________________________(FIG 10 AND TABLE 5)._________________-1_IN<24"O.C.�� P " > I°OR LESS ad IOd 6'EDGE/R`FIELD WALL STORY OFFSETS-------------------------------(FIG T(8)-----------------------------------Q.FT(d�L I III YI ` `•• >"• 1 GREATER THAN I" IOd IOd' 6'EDGE/6"FIELD 33 I� " V d 4.2 EXTERIOR WALLS' I IP I ,-••: ------ ---- WALL STUDS II GENERAL NAILING SCHEDULE LOADBEARING WALLS _____________.RABLE 5)----------------------------2X -�FT�IN N` LATERAL lA 1 III I -- NON-LOADBEARING WALLS-------------------------(TABLES)----------------------------2X Q IN I/ GABLE END WALL BRACING' u•° i. _ II 111 iI ° -.. r FULL HEIGHT ENDWALL STUDS:______________________(FIG 10)---------------------------------------------- .. � p'e'°p'n•O . WSP ATTIC FLOOR LENGTH-------------------------(FIG lU------------------------------------_2 FT>W/3 IL ,. -- I I =_ :°. ,•. ° GYPSUM CEILING LENGTH(IF WSP NOT USED)---------(FIG 11)____________________________________Q FT>O.9W I/ < ". II °° ° A n r AND 2X4 CONTINUOUS LATERAL BRACE o 6 FT.O.C,(FIG 11)._______________ _________ �L ° ° A•-°p.e°_°p.°Q _____ __ ______________ p'A p'n SHEAR OR IX3 CEILING-FURRING STRIPS a 16"SPACING MIN.WITH 2X4 BLOCKING o 4 FT.SPACING IN END____________ L ° ° ,. ° ° : " ° ° ° DOUBLE TOP PLATE "157 OR TRU55 BAYS _____________r__________________________________________-_________- �/ ° e ° DOUBLE TOP PLATE 4' °' 24"O.C.MAX. '•. °•" 24 O.C.MAX. , SPLICE LENGTH---------------------------------(IG 13 AND TABLE 6J--------------------------- A FT�L a e STI1D SPACING f° .°0'° .°G'e STUD SPACING SPLICE CONNECTION(NO.OF 16d COMMON NAILS) (TABLE 6)--------------------------------------- In �� ,e °, ° °,°.° °••.° a••,u °•• °,• °• o, ° o -_-- _ __ --- _ t LOADBEARING WALL CONNECTIONS LATERAL(NO.OF 16D COMMON NAll5).__________.(TABLE V________________________________________ ° �.-° NON-LOADBEARING WALL CONNECTIONS -• °• ° • °• ° • ° •° DOUBLEHEADER LATERAL(NO.OF 16d COMMON NAILS)------------RABLE 8)______________ __________.�_ �L ° p'e p'° 'A p'A p'. LOAD BEARING WALL OPENINGS(RECORD LARGEST OPENING BUT CHECK ALL OPENINGS FOR COMPLIANCE TO TABLE'3) I HEADER SPANS---------------------------------(TABLE 9).___________________________. /6� F�T 0IIN.<11' SILL PLATE SPANS.______ _____________(TABLE'3)------------------------------ SIN.(II'�_ MAXIMUM WALL STUD HEIGHT , STUD SPACING , FULL HEIGHT STUDS MO.OF STUDS).--------------(TABLE S)._____________________________________-�_ �L FULL HEIGHT NON-LOAD BEARING WALL OPENINGS(RECORD LARGEST OPENING BUT CHECK ALL OPENINGS FOR COMPLIANCE TO TABLE ) HEADER SPANS---------------------------------(TABLE-3).___________________________-AFT Q.IN.<12'_1L RAFTER CONNECTION AND WALL SHEATHING I STUD SILL PLATE SPANS------------------------------(TABLE 5)-------------------------------- _Q_IN.<12' DOUBLE JACK STUD FULL HEIGHT STUDS(NO.OF STUDS)---------------(TABLE 5)---------------------------------------- 2 REQUIREMENTS AT EACH END OF HEADER MINIMUM EXTERIOR WALL SHEATHING TO RESIST UPLIFT AND SHEAR SIMULTANEOUSLT` HEADER SPAN HEADER NUMBER OF UPLIFT LATERAL ti WINDOW SILL PLATE MINIMUM BUILDING DIMENSION,(W) (FT.) FULL-HEIGHT n SIZE (LB.) (LB.) -- --- , NOMINAL HEIGHT OF TALLEST OPENING----------------------------------------------------------- 6'8"_�L - STUDS SHEATHING TYPE--------------------------------(NOTE 4)--------------------------------------- 1/2 IN. V ' 2 2-2X4 1 2�-1 132 I ____ I'_-__ ____ ___ __________ EDGE NAIL SPACING__------------------------(TABLE 10 OR NOTE 4 IF LESS)._______-___________IN.-�_ --- ---- ` FIELD NAIL SPACING____________________________.RABLE 10) .___________________________-_-______IN.�� $EE PAGE 5 OF 6 3. 2-2X4 2 416 19B I I�I J4 SHEAR CONNECTION(NO.OF Ibd COMMON NAILS) (TABLE 10)_______________________________________ �L +I 'I tll PERCENT FULL-HEIGHT SHEATHING-----------------(TABLE 10)10)------------------------------------ % �— 4' 2-2X4 2 554 264 5%ADDITIONAL SHEATHING FOR WALL WITH OPENING>6'8"(DESIGN CONCEPTS)_________________________ 5• 2-2X4 3 693 330 MAXIMUM BUILDING DIMENSION,(L I 6' 2-2X6 3 831 396 No HEIGHT OF TALLEST OPENING 2.___ ______ __________________________lz-fl(6B°_�� .:i :i SHEATHING TYPE________________________________MOTE 4).__________________-___________________ 117 IN._�� "I� 2-2X8 3 910 462 - w. EDGE NAIL SPACING-----------------------------(TABLE II OR NOTE 4 IF LESS)--------------------—IN, 8 2-2X 12 3 1,108 528 C'O '°°'0 •°°'+ - FIELD NAIL SPACING.______________ _.(TABLE IU SEE PAGE ° ° i u ' ___-________ ________________________________________IN.�L 5 OF 6 9' 3-2X1O 3 1,241 594 •e•o< e 4 4,..' :,. �' °•.< SHEAR CONNECTION(NO.OF 16d COMMON NAILS) (TABLE IU_______________________________________ �L ° ° ° ° ° ° PERCENT FULLHHEIGLIT SHEATHING (TABLE IU % �— 10 3-2XI2 4 1,365 660 'e L''e p'A p'e . p'A P'• A'• " 0'e d'e --------------------------------------- , TYP ANCHOR BOLTS AND : 5%ADDITIONAL SHEATHING FOR WALL WITH OPENING>H8"(DESIGN CONCEPTS)__________________________ �L ° c e WALL CLADDING III 4-2XIO 4 1,524 126 °, o• a• . . b-I/4`PLATE WASHER.:° '° p° .°p'e .°d'e .°p'A .°p'A 0'e p'e . .°d RATED FOR WIND SPEEDT________________________________________________________________________________ �— - 5.1 RooFs WALL OPENINGS HEADERS ` a a e '; 'e ,o ROOF FRAMING MEMBER SPANS CHECKEDT(FOR RAFTERS USE AWC SPAN TOOL,SEE BBRS WEBSITE) �� IN LOADS EAR ING WALLS -° °•'° °•'° e•.°p'e•.°p'e•.°p'e•.°p'A•.°d'A•.°p'n•,°p'e I ROOF OVERHANG-----------------------------------(FIGURE IS)-------------- 1112 FT C SMALLER OF 2'OR L/3 TRUSS OR RAFTER CONNECTIONS AT LOADBEARING WALLS ,°0'e .°p'e .°0'e .°0'e .°0'A .°p'e .°d'e .°p'e .°p'e .°p'• PROPRIETARY CONNECTORS + '' ° •' e °' A °' A "' A °' ° '' '' ° UP LIFT----------------------------------------(TABLE )2)-------------------------------------U. 0-aPLF�L • • • • ° • A ° _ LATERAL_____________________________________ -------------------------------------L-J PLF SHEAR______________________________________-(TABLE IL.________________ _________-S•I�LF RIDGE STRAP CONNECTIONS,IF COLLAR TIES NOT USED PER(TABLE 131--------------------------------T.-2ZIpLF I_ GABLE RAKE OUTLOOKER----------------------------(FIGURE 20)-------------- 5" FT<SMALLER OF 2'OR L/2 I/ TRUSS OR RAFTER CONNECTIONS AT NON-LOADBEARING WALLS PROPRIETARY CONNECTORS UPLIFT________________________________________(TABLE 14J-------------------------------------U•41-1 LB, I/ LATERAL(NO.OF 16d COMMON NAILS)----------(TABLE 14)-------------------------------------L•J4&LB. STUDS AND HEADERS ROOF SHEATHING TYPE______________________________(PER 18O CMR 58.O0 AND 55.00)---------------- _AL ROOF SHEATHING THICKNESS.______________________________________________________________JL2_IN.)III WSP�L t' ROOF SHEATHING FASTENING--------------------------(TABLE 2)--------------------------------------------- �L ,AROUND WALL OPENINGS BUILDER JOB--ADDRESS' DESIGN DRAWN BY PAGESGALE J,8 Des ig(ns N/�U�/�0 UU�l�o l��U 0 3-30-15 � JB � oF� va",1_o' RW ANDERSON 4 SONs 332 MAPLE STREET CUSTOM RANCH STYLE HOME WWI WEST BARNSTABLE, MA. WITH TWO CAR GARAGE W ()pCAI BUILDING CODES AND PURCHASER DES—MAYNOT BE WITH ALL R)EXACT SUE AND REINFORCEMENT Cl ALL CONCRETE FOOTINGS (3)ALL FOOTINGS SHALL EXTEND BELOW FR057LINE vERIFY DEPTH. F- HELD RESPONSIBLE nUST BE DETERMINED BY LOCAL SOIL CONDITIONS AND ACCEPTABLE tA)VERIFY STRUCTURAL ELEMENTS FOR DESIGN,512E P.O.BON]BS �r BJ 4�-9$� 0I FOR SITE CONDTIONS OR FOR THE USE OF THESE DRAWINGS DURING CONSTRUCTION. PRACTICES OF CONSTRUCTION,VERIFY DESIGN WITH LOCAL ENGINEER. WITH LOCAL ENGINEER AND BUILDING OFFICIALS. NEST BARNS TABLE HA.O�66 11 SYSTEM PROFILE MALL ARKED WITHCOMPONENTS SHALL BE NOTES °ce LEGENDcmb SYSTEM DESIGN. PROVIDE MIN. 20" DIAM. WATERTIGHT (NOT TO SCALE) COMPARABLE MEANS FOR FUTURE LOCATION. 1. DATUM IS APPROX. NGVD 6y e°a0 99- EXISTING CONTOUR ACCESS COVERS TO WITHIN 6" OF FIN. GRADE CONCRETE COVERS TO WITHIN 3" GRADE 2" PEASTONE OR GEOTEXTILE 2. MUNICIPAL WATER -IS NOT AVAILABLE GARBAGE DISPOSER IS NOT ALLOWED X 99.1 EXIST. SPOT ELEV. TOP FOUND. EL. 61.5' FILTER FABRIC OVER STONE 57.0' MINIMUM .75' OF COVER OVER PRECAST 2% SLOPE REQUIRED OVER SYSTEM 3. MINIMUM PIPE PITCH TO BE 1/8" PER FOOT. 99 PROPOSED CONTOUR DESIGN FLOW: 3 BEDROOMS ®, 110 GPD = 330 GPD NOTE: 2" MIN. WALL 4. DESIGN LOADING FOR SEPTIC TANK ° 99 PROPOSED SPOT EL. USE A 330 GPD DESIGN FLOW PRECAST H-10 THICKNESS REQUIRED BLOCKS OR TO BE AASHO H-10: D'BOX AND CHAMBERS TO BE H-20 RISERS (TYP.) PRECAST RISERS � TH 1 4"SCH40 PVC 2'0 4"OSCH40 PVC MORTAR ALL H-20 r eeQ SEPTIC TANK: 330 GPD 2 = 660 ..: PIPES LEVEL 1ST 2' COMPONENTS 5. PIPE JOINTS TO BE MADE WATERTIGHT. r ( ) �ENDS 4, (TYP.) INV'S EL. 49.5' 4'TEST HOLE SIDES 50.5' cr\ ill ➢;o�eo ; 6. CONSTRUCTION DETAILS TO BE IN ACCORDANCE WITH 310 CMR 15.000 (TITLE 5.) 2% SLOPE of GROUND USE A 1500 GAL. SEPTIC TANK *57.0' _ e and 10" 14" o°o°o°o° o°o°o°o° 54.25' TEE 1500 GAL K TEE 54.0' 0�0 �D�o OOa� -�®OO °000°o° W SEPTIC TANK u u u i°o°o°o°o ����������� ����������� °°O°O°O° LEACHING: 0 0000000000C o °°°o°°°o °o°o°o°o eet Street 4' LIQ. LEVEL 0 0 0 0 0 0 0 ° ° o o ®®®®®�®��� ®'�®®��o®®®�� ° ° o 0 7. THIS PLAN IS FOR PROPOSED WORK ONLY AND NOT TO Ste 0 0 0 0 0 0 0 0 � o ° ° ° � o ° o 0 UTILITY POLE GAS BAFFLE ::, 0000000 0000 0 000 ACME OR EQUAL ° °o°o°o°o°o°o o° N ;°o° ° °o ®00000ao®oo oao�®®®®®®® :°o°o°o°o BE USED FOR LOT LINE STAKING OR ANY OTHER Mople Locus SIDES: 2 (25 + 12.83) 2 (.74) = 112 GPD 0.000000 FIRE HYDRANT - 49.79' 49.62' ° ° °°°°°°° ' Y .`.: >°°°°°°°° °°°°°°°0 47.5 `PURPOSE. BOTTOM. 25 x 12.83 (.74) 237 GPD '-' " " ' ''``' " ' 12" MIN. INT. DIM. S. PIPE FOR SEPTIC SYSTEM TO SCH. 40-4" PVC. NOTE: NOT ALL SYMBOLS MAY APPEAR IN DRAWING jo'0'0'0'0'0'oU0U0U0U0UC 6" MIN. SUMP H-20 500 GAL. LEACHING CHAMBER BY ACME PRECAST OR EQUAL. TOTAL: 472 S.F. 349 GPD o0000000000000000000000� 3/4"-1-1/2 DOUBLE WASHED STONE 4' MIN. �e " (2) UNITS REQUIRED 11. COMPONENTS NOT TO BE BACKFILLED OR CONCEALED ALL AROUND PRECAST STRUCTURES 6" CRUSHED STONE OR MECHANICAL OVERALL DIMENSIONS TO OUTSIDE OF STONE: 25.0' X 12.83' `WITHOUT INSPECTION BY BOARD OF HEALTH AND USE (2) 500 GAL. LEACHING CHAMBERS (ACME OR EQUAL) COMPACTION. (15.221 [21) PERMISSION OBTAINED -FROM BOARD OF HEALTH. 14 CONTRACTOR SHALL BE RESPONSIBLE FOR CALLING LOCUS *THE INSTALLER SHALL VERIFY THE WITH 4' STONE ALL AROUND DI(SAFE (1-888-344-7233) AND VERIFYING THE MAP LOCATIONS OF ALL UTILITIES AND ALL LOCATION OF ALL UNDERGROUND & OVERHEAD UTILITIES NOT TO SCALE BUILDING SEWER OUTLETS AND ELEVATIONS PRIOR TO INSTALLING ANY 37.4' BOTTOM TH-2 PR�R TO COMMENCEMENT OF WORK. PORTION OF SEPTIC SYSTEM ( 27 % SLOPE) (4.1 % SLOPE) ( 1 % SLOPE) NO GROUNDWATER FOUND 11. %NY UNSUITABLE MATERIAL ENCOUNTERED SHALL BE ASSESSORS MAP 131 PARCEL 55 MA REM)VED 5' BENEATH AND AROUND THE PROPOSED 10 SEPTIC TANK 102 LEACHING APPROVED DATE BOARD OF HEALTH FOUNDATION- D' BOX 14' FACILITY LEACHING'FACILITY. LOCUS IS WITHIN FEMA FLOOD ZONE X 12. 'UTTER AND DOWNSPOUTS TO BE DIRECTED TO DRYWELLS ORSTONE DRIPLINE TRENCHES 13. .PECIAL TREATMENT FOR ANY BASEMENT MAY BE REQUIRED MAP 1311007001 \ MAP 1311009 DUE.TO SOIL CONDITIONS, CODE COMPLIANT DRAINAGE LIKELY REQ. MARK .& susAN LANE L. eoDOR TOWN OF BARNSTABLE AND TITLE 5 VARIANCES REQUESTED: .:� •\ 14. VETLAND FLAGGED BY HAMLYN CONSULTING MAX. 16',WIDE OPENING IN STONEWALL 15.211(1): J ALLOWED,rRE-LOCATE ROCKS TO PRIMARY LEACHING FACILITY TO BE 5 OFF ABUTTING EXISTING STONEWALL i PROPERTY LINE (5 VARIANCE REQUESTED); RESERVE FACILITY TO BE 1' OFF ABUTTING PROPERTY LINE (9' \ VARIANCE REQUESTED) m \ L UNDER TOWN OF BARNSTABLE REGULATIONS: - PO ARTICLE III, SECTION 397-8 (E); POTABLE WELL TO BE 135' FROM ABUTTER'S LEACHING FACILITY (15' VARIANCE) �01• NOTE: GW FLOWS NORTHERLY (AWAY FROM PROP. WELL) POTABLE WELL TO BE 7' OFF LOT LINE TO MAINTAIN 150' ` 2 53 SEPARATION TO S'LY ABUTTER'S LEACHING FACILITY (3' VARIANCE) BENCHMARK. USE DRAINAGE - A,0' ° s MANHOLE AT EL. 55.6' S6 nia s TEST HOLE LOGS ' R. McCULLEY S O MAP 1311008 EXISTING SEPTIC SYSTEM PER �j 6 s� \ h� 54 ASBUILT CARD ON FILE`WITH TOWN ENGINEER: DANIEL E. GONSALVES, SE #13587 DON DESMARAIS, RS WITNESS: s9� �p o, \\ ` g9 . 55--- 7/18/14 \ \ <v1 DATE: \ • ; 5s- _ PERC. RATE _ < 2 MIN/INCH TH 3 & < 5 MIN/INCH TH 2 ' C LA .off/ �\ / �\ �. �. - _ ,,� .� :'`',.:x- $._4 .^C.OILS _..P1C _- 14443 `" r.h•----++. -.. .,_..._. ... - I \ do ��+ SLAB 1 5g .�`Y^. �•,r EL. 61 ELEV. ELEV. ELEV. ELEV. ✓' » 53.7' 53.6' o„ 4 53.8' 0» 4 53.8' - - 1 F,p �\ \ A A A A 1� \\ PROP. FAILS S LS LS LS 14 'LF �� DWELL. TEST OLE t'j L. ti _+♦ _ » 10YR 3/2 10YR 3/2 » 10YR 3/2 10YR 4/2 a 6L5' 12 16 18 24 #320 B B B B MARY DAWDSON 2I I� EXIST 12B � w MAP 131/12 SL SL LS o s 0 SL \\ WELL �k 100 � 2 00 30�� , » , » 10YR 4/4 51.2 40 10YR 5/6 50 2 44 10YR 6/6 50.1 46„ 10YR 5/6 49 9, AV2 �. / Q ► EXIsnNG DWELLING Z I FAILS r\ #1 } I TEST HOLE U PROVIDE WORK LIMIT LINE OF STAKED SILT FENCE j WELL C PERC C PERC C C LS MS MS (0 LS I FAILED 2.5Y 5/3 2.5Y 7/4 10YR 7/4 �o / TEST HOLE 2.5Y 5/3 I UPON COMPLETION OF o / �, ROP PROJECT, AND PRIOR TO o. / s ILL CLOSING OUT THE ORDER OF. CONDITIONS, A SINGLE RAIL / FENCE(OR THE LIKE IN FAILED CONStlLTA710N WITH Esr HOLE 192" 37.7' 192" 37.4' 144" 41.8' 144" 41.8 CONSERVATION AGENT) SHALL BE INSTALLED AT THE 50' / OFFSET TO WETLAND To NO GROUNDWATER ENCOUNTERED NO GROUNDWATER ENCOUNTERED DELINEATE THE "No DISTURB" 66 BUFFER ZONE 66 DWELLING ;�P PARCEL 55 LINDA DAWDSON �_. LOT AREA: 1 ACRE #35 CEDARCREST LANE MAP 131 013007SITE PLAN j ARNOLD LANE, JR. cF #330 CEDAR O EXIS77Nc MAP 131/013001 DWELLING EXIST WELL 332 MAPLE STREET 0 WEST BARNSTABLE III =N PREPARED FOR CHARLES & L MN WEISS #23 CEDARCREST LANE HARRY JR. MAP lJlOI3004 e DAVIDSON, t off 508-362-4541 fax 508-362-9880 APRIL 7, 2015 I downcope.com • � ZN°FMASS'�c REV. 6/11 /15 (ADD 50' OFFSET FENCE) down co*V a engineering, inc. civil engineers � DANIEL A. °��� ��� DANIEL ys 9 CIVIL m A. , land surveyors No.46502 4 � o.4098 P �!°s No.40980 Scale: 1"= 30' 939 Main Street ( Rte 6A) P�'�F�G/STEM 0 � ,� OE �pEL F„ YARMOUTHPORT MA 02675 SS NAL ENG D SUR y 0 15 30 45 60 75 FEET 3- 1 O7 DATE DANIEL A. OJALA, P.E., P.L.S. II LEGEND SYSTEM PROFILE ALL SYSTEM COMPONENTS SHALL BE NOTES j MARKED WITH MAGNETIC TAPE OR SYSTEM DESIGN. " NOT TO SCALE) COMPARABLE MEANS FOR FUTURE LOCATION. 6 ( APPROX. NGVD q °PROVIDE MIN. 20 DIAM. WATERTIGHT 1. DATUM IS e 99- EXISTING CONTOUR ACCESS COVERS TO WITHIN 6" OF FIN. GRADE CONCRETE COVERS TO WITHIN 3" GRADE X 991 EXIST. SPOT ELEv. GARBAGE DISPOSER IS NOT ALLOWED 2" PEASTONE OR GEOTEXTILE 2. MUNICIPAL WATER IS NOT AVAILABLE I TOP FOUND. EL. 61.5' FILTER FABRIC OVER STONE 99 PROPOSED CONTOUR 57.0 3. MINIMUM PIPE PITCH TO BE 1/8" PER FOOT. DESIGN FLOW: 3 BEDROOMS ® 110 GPD = 330 GPD MINIMUM .75 OF COVER OVER PRECAST 2% SLOPE REQUIRED OVER SYSTEM 53. 17-9971 PROPOSED SPOT EL. USE A 330 GPD DESIGN FLOW NOTE: 2" MIN. WALL 4. DESIGN LOADING FOR ALL PROPOSED PRECAST UNITS PRECAST H-10 THICKNESS REQUIRED BLOCKS OR o TO BE AASHO H-9Q RISERS (TYP.) PRECAST RISERS e TH 1 4"SCH40 PVC 2'q6 4 OSCH40 PVC MORTAR ALL H-20 5r� eeQ TEST HOLE SEPTIC TANK: 330 GPD (2) = 660 PIPES LEVEL 1ST 2' �ENDS 4'- COMPONENTS 5. PIPE JOINTS TO BE MADE WATERTIGHT. YYY (TYP•) INV'S EL. 49.5' 4' USE A 1500 GAL. SEPTIC TANK is *57•0' Si ES 6. CONSTRUCTION DETAILS TO BE IN ACCORDANCE WITH PS tc tll 2� SLOPE OF GROUND 10" 14" Po�o�o�o� o 0 5Q.5 0 0 54.25 , QE1E1� f mmmm Om0® ���� ° ° ° 0 310 CMR 15.000 (TITLE 5.) vnd w ` ' TEE 1500 GAL H-10 TEE 54 O o 0 0 o 0 0 0 0 0 0 O O >°o°o°o°o o'j 0 SEPTIC TANK u u >°o°o°o°o �oo��000000 00�0®®0®®00 '0000000o yVlllo t LEACHING: 4' LIQ. LEVEL 0 °000°°oo°o°o °° o °°°°o°° o 0 0 0 0 o 0 0 0 0 o 0 0 ;o°o°000° 7. THIS PLAN IS FOR PROPOSED WORK ONLY AND NOT TO tteet 5tree j 0 0 0 0 0 O o 0 0 0 > o 0 0 0 UTILITY POLE GAS BAFFLE 0 oo°c°°000000 oc °o°o o°o ��®®®®���0� �������(]�®® o 0 0 0 5 ACME OR EQUAL ° ° ° ° ° ° N o °°o ° °o°°°°°° BE USED FOR LOT LINE STAKING OR ANY OTHER le SIDES: 2 (25 + 12.83) 2 (.74) = 112 GPD °°°°° °° D��D�DD��O� ®®�O®��DDOO ° ° ° ° FIRE HYDRANT _ 1. 49.79' 49.62'". >°o°o°o°o �o�o�o�0 47.5' PURPOSE. MaP Locus NOTE NOT ALL SYMBOLS MAY APPEAR IN DRAWING BOTTOM 25 x 12.83 (.74) = 237 GPD 0 0 0 0 0 0 0 0 0 0 o c 8. PIPE FOR SEPTIC SYSTEM TO SCH. 40-4" PVC. °o°o°o°o°o°o°o°o°o°o°o°c H-20 500 GAL. LEACHING CHAMBER BY ACME PRECAST OR EQUAL. TOTAL: 472 S.F. 349 GPD o„0„0�0„0'0 0�0„0„0„0„0� 3/4"-1-1/2" DOUBLE WASHED STONE 4' MIN. �e ALL AROUND PRECAST STRUCTURES (2) UNITS REQUIRED 9. COMPONENTS NOT TO BE BACKFILLED OR CONCEALED �pJ 6" CRUSHED STONE OR MECHANICAL OVERALL DIMENSIONS TO OUTSIDE OF STONE: 25.0' X 12.83' WITHOUT INSPECTION BY BOARD OF HEALTH AND USE (2) 500 GAL. LEACHING CHAMBERS (ACME OR EQUAL) COMPACTION. (15.221 [2]) PERMISSION OBTAINED FROM BOARD OF HEALTH. *THE INSTALLER SHALL VERIFY THE WITH 4' STONE ALL AROUND 10. CONTRACTOR SHALL BE RESPONSIBLE FOR CALLING LOCUS MAP LOCATIONS OF ALL UTILITIES AND ALL DIGSAFE (1-888-344-7233) AND VERIFYING THE BUILDING SEWER OUTLETS AND LOCATION OF ALL UNDERGROUND & OVERHEAD UTILITIES NOT TO SCALE ELEVATIONS PRIOR TO INSTALLING ANY ( 27 % SLOPE) 37.4' BOTTOM TH-2 PRIOR TO COMMENCEMENT OF WORK. 1 PORTION OF SEPTIC SYSTEM (4 1 7. SLOPE)) ( % SLOPE) NO GROUNDWATER FOUND MA 11. ANY UNSUITABLE MATERIAL ENCOUNTERED SHALL BE ASSESSORS MAP 131 PARCEL 55 i APPROVED DATE BOARD OF HEALTH FOUNDATION- 10' SEPTIC TANK 102'� D' BOX 14' LEACHING LEACOH NG FACILN PATH AND AROUND THE PROPOSED FACILITY LOCUS IS WITHIN FEMA FLOOD ZONE X 12. GUTTER AND DOWNSPOUTS TO BE DIRECTED TO DRYWELLS OR STONE DRIPLI14E TRENCHES TOWN OF BARNSTABLE AND TITLE 5 VARIANCES REQUESTED: 15.211(1): PRIMARY PROPERTY LINE LEACHING(5' VARIANCE REQUESTED); RESERVE FACILITY TO BE 1' OFF ABUTTING PROPERTY LINE (9' VARIANCE REQUESTED) UNDER i m' O ARTICLETIIIW SEOCTION R397 A8L(E);EPO ABLOE WELL TO BE 1 OLE 135' FROM ABUTTER'S LEACHING FACILITY (15' VARIANCE) NOTE: GW FLOWS NORTHERLY (AWAY FROM PROP. WELL) 101• POTABLE WELL TO BE 7' OFF LOT LINE TO MAINTAIN 150' 'o• T SEPARATION TO S'LY ABUTTER'S LEACHING FACILITY (3' VARIANCE) i 2 s BENCHMARK. USE DRAINAGE 4• ' MANHOLE AT EL. 55.6' • TEST HOLE LOGS LO' P ENGINEER: DANIEL E. GONSALVES, SE #13587 j WITNESS: DON DESMARAIS, RS , EXISTING SEPTIC SYSTEM PER DATE: 7 6 �S �` 0� ``� bS ASBUILT CARD ON FILE W.'TH TOWN (� 7/18/14 ` PERC. RATE _ < 2 MIN INCH TH 3 & < 5 MIN/INCH TH 2 s o. CLASS I SOILS p# 14443 o -`E'I`LV. " - 1= tV. 4 ELEV. ELEV. �s so•�o � ` ,� C5 - 0 53.7' 0» 53.6' p» p 53.8' 0» 53.8' SLAB EL. 61 �; A A A A LS LS LS LS \ I� k� 12» 10YR 3/2 16„ 10YR 3/2 18" 10YR 3/2 ,�. 10YR 4/2 j '• 5 �" � \ \ 24 TF o \\� PROP. FAILED B B B N, �\ D WELL. TEST HOL �, B SL SL i _ 61.5' R• SL LS 30" 51 .2 40" 10YR 5/6 50 44" 10YR 6/6 50.1' ,� 1 OYR 5/6 10YR 4/4 .2 46 49.9 Exisr. 2. WELL 12B 7- 's � 12I• ' Q I EXISTING C PERC PERC I ' DWELLING A D 1 ± I TEST E O WELL LS LS MS MS I / � 2.5Y 5/3 2.5Y 5/3 2.5Y 7/4 10YR 7/4 PROVIDE WORK LIMIT LINE OF l STAKED SILT FENCE FAILED TEST HOLE o / s ROP 192" ,� > 19 144 o / � LL I �• 37.7 2 37.4 41 .8 144 41 .8 I NO GROUNDINATE}', ENCOUNTERED NO GROUNDWATER ENCOUNTERED FAILED EST HOLE EXISTING 66 cP PARCEL 55 ti I DWELLING �_/ LOT AREA: 1 ACRE 1 SITE PLAN FOR FILING WITH HISTORIC O EXISnNc DWELLING EXIST. WELL 332 MAPLE STREET WEST BARNSTAPLE O r D PREPARED FOR 2 N HARRY DAVIDSON, JR. off 508-362-4541 fax 508-362-9880 downcape.co © OF6fA4 )AOF4%� .. z� IDrANIEL 9pyG p�,r down cape engnieering, inc. DAN►ELA. APRIL 7, 2015 civil engineers v OJAI� Q I IL land surveyors CIVIL 939 Main Street ( Rte 6A) N0:40980 N0.,4E5C�2 I�.�z'.A1���I,tS0i`I Si Si)�1S INC. �� �� � .� Scale: 1"= 30' 6 NVittow Street `b t� Q�� IST 02 75 0 YARMOUTHPORT MA 6 sa_husers 02563 A6 Sasldwic h Ir1as 0 15 30 45 60 75 FEET DATE DANIEL A. OJALA, P.E., P.L.S. 13- 107 ti - � II