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Home My WebLink About0359 SANTUIT ROAD - Health - - 020-063 ' t f` All `6 1- TOWN OF BARNSTABLE LOCATION 3 S 9 SEWAGE# 0009 -OOLI VILLAGE�p�U 'F ASSESSOR'S MAP&PARCEL INSTALLERS NAME&PHONE NMM ecm A e 30V7 C,_771 971 SEPTIC TANK CAPACITY(0,) 15 04 !! PNkO _ 1 f LEACHING FACILITY:(type) Pi g( (size)L NO. OF BEDROOMS ;� OWNER 1�6t7�—E" I�. �J_AC SC_M 0 PERMIT DATE: 7 IS o COMPLIANCE DATE: Separation Distance Between the: Maximum Adjusted Groundwater Table to the Bottom of Leaching Facility Feet Private Water Supply Well and Leaching Facility(If any wells exist on site or within 200 feet of leaching facility) Feet Edge of Wetland and Leaching Facility(If any wetlands exist within 300 feet of leaching facility) Feet FURNISHED BY l r� y r � C- o` G33`zy y8'- 6r3 Ll TOWN OF BARN/STABLE LOCATION ��"I S-A i f Nf w jq n 9) SEWAGE# goo -2 0 L/ VILLAGE. c)-h/ ASSESSOR'S MAP&PARCEL U 0 -0i) INSTALLER'S NAME&PHONE NO. A SEPTIC TANK CAPACITY u a LEACHING FACILITY.(type) fit' o r Y (size) O C/ NO.OF BEDROOMS 1C4 OWNER &Poede4 PERMIT DATE: 7— COMPLIANCE DATE: d Separation Distance Between the: Maximum Adjusted Groundwater Table to the Bottom of Leaching Facility Feet Private Water Supply Well and Leaching Facility(If any wells exist on site or within 200 feet of leaching facility) Feet Edge of Wetland and Leaching Facility(If any wetlands exist within 300 feet of leaching facility) Q )1 = "Feet FURNISHED13T' �� a I J�V° l7 P 11 14'1 0-7 Zp,a w P to + t � , 9A, ?S� 3'1.4 c9 1500 GALLO SEPTIC TANK (FOR BARN) NG FOUNDATION O.F. m 18.9 Q• 2q.1 6�>. • / DATE: 10/15/09) DIST. BOX } ,� • G 1500 GALLON TP— SEPTIC TANK / 9 / (FOR HOUSE) % I LEACHING SYSTEM ,n_, a 1 No. Q�� GD% e Fee THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: Yes PUBLIC HEALTH DIVISION -TOWN OF BARNSTABLE, MASSACHUSETTS 2pphration for 30iopo!aY *pgtem Cow0ructfon Permit Application for a Permit to Construct(-4)Repair( )Upgrade( )Abandon( ) &Complete System ❑Individual Components Location Address or Lot No. 3 59 Saw"+ I?j� e-'cs+U o 1- O,wner's Name,Address and Tel.No. e�ebewH j3er�ccl�H-� Assessor's M ap/Parcel a 20/P,,,z1 3 02 03e . Installer's Name,Address,and Tel.No. Designer's Name,Address and Tel.No. Spy-77/-750Z, e:c�/3 _fi• o" A v`J eL�._- S-knhc. A , W Isrrv% ' P� L � —F3(. — �3rseedZr IJ�G Type of Building: Li� 7 Dwelling No.of Bedrooms sq.ft. Garbage Grinder(Ale) Other Type of Building No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow HO !�:j2 J/beef raow? gallons per day. Calculated daily flow gallon . Plan Date G -i 9-Zc),ocj Number of sheets twg Revision Da e Title We- (4h Size of Septic Tank I �; d o ;p d cai Type of S.A.S. F/a ; JS (i -A0/0 Description of Soil IZ #m, p l ar 9(ul! e-Z IP-71 8S.Q h 4p Nature of Repairs or Alterations(Answer when applicable) yDate last inspected: I " .Agreement:The undersigned agrees to ensure the construction and maintenance of the afore deZther2in age disposal system w; in accordance with.the provisions of Title 5 of the Environmental Code and not to laceation until a Certifi- PPcate of Compliance has been issued by this Board ealth. e . Application Approved by Date Application Disapproved for t ollowing reasons z � Permit No. 260 9 Z O g Date Issued IV Nb. GZ..�q� 4 !�.. ;_711 az,. 1 Feel ' •-'�'/�' !: � Entered in computer: (.r" THE.COMMONWEALTH OF MASSACHUSETTS ; Yes ,R,UB�LIG HEALTH DIVISION TOWN OF BARNSTABLES MASSACHUSETTS ,9 plicatio' n for Migpogar *pgtem ConsAruction Mermit f . Application for a Permito ConsLnct( Repair grade(-_)_Abandon( ) ( Complete System ❑Individual Components t' Location Address or Lot No. 3 56"4%'4 Reg, too+U e t. Owner's Name,Address and Tel.No. �'ebe.�+ �cv►ecl�Hv ' Assessor's Map/Parcel yvt Zo /yiunit//N fy/dSS D.Z 03.8' .. Installer's Name,Address and Tel.No. Designer's Name,Address and Tel No, /-=7 Sp2 e.c//3 A -Z_'..... 7C j s CY Type of Building: - Dwelling No.of Bedrooms t Size I 7 sq.ft. Garbage Grinder( Other Type of Building of Persons Showers( Cafeteria( ) `Other Fixtures Desi n Flow 11 O �,o r g bccf roovr� gallons perday. Calculated daily flow gallons. Plan Date 6-/9-aoo`3 Number of sheets �&)o Revision Dat D Title tat r .1�h Size of Septic Tank I r- oo g ocv, Type of S.A.S. �s s `ry � �2o/D r Description of Soil Wefx, f-M /av� c�( C- - S/a �)r/Z'>< 2' Nature of Repairs or Alterations(Answer when applicable) 1,.nape U�v P) Date last inspected: Agreement: The undersigned agrees to a°nsure the construction and maintenance of the afore described on- to sewage disposal system in accordance with the provisions of Title 5 of the Environmental Code and not to place th�syst in operation until a Certifi- \ j cate of Compliance�has been issued by this Board o Health. S ed 4 f Date \9 Application Approved by - I . Date `a-ff' ZO O Application Disapproved for the ollowing reasons Permit No. &J50 0 y Date Issued " = — -------------- THE COMMONWEALTH OF MASSACHUSETTS t BARNSTABLE, MASSACHUSETTS ks, Certificate of Compliance THIS IS TO WERTIFY,that the On-site Sewage Disposal yste Constructed( V)'Repaired ( )Upgraded( ) Abandoned( )byhe,i c.tom.. C i� f _ r d at S-TJ SA ra 1 UVT 1,v, � 'i-T has been constructed in accordance "-"with the provisions of Title 5 and the for Disposal System Construction Permit No. ? -2-4N dated -7 ,'-- Installer 1 Designer The issuance of tis permit shall not be construed as a guarantee that the sys em 1 funct on as designed. • . Date ��/° Inspector VfY 41 e No. � M � .. [Fee THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION - BARNSTABLES MASSACHUSETTS ., �t��o�af �pgtent �Congtructioi�:�erntit- ` ,� Permission i's hereby granted to CAs.truct( Repair( )Upgrade( )Abandon( -,) t�r,4. A �4.• . System located at .S'y and as described in the above Application for Disposal System Construction-Perm_ it. The applicant recognizes his/her duty to ' comply with Title 5 and the following local provisions or special conditions. Provided: Construction must be completed within three years of the date of this permit e Date: 'JAI Approved by .. S Nf U f T f r. t. t Q LAu M 1 T C E h,j 1 O Lip ..ar f D_ s --........ .... o ' l q ' __ ,.. ..._. ..._ _- , . _., . 4016 O�� ,. ... J APPLICATION FOR PERCOLATION •rba•r H1VL VD0Z,jt r-L- —1 a- � , i LOCATION ► 3 C ,t— n-0 NO. VILLAGE �� ' " V-5,0 Yo �- l . DATE d' APPLICANT cC FEE ADDRESS I TELEPHONE NO. '-3 (Non-refu abl t ENGINEER TELEPHONE NO. '!6 � 211/ iAM ` DATE SCHEDULED 61 (Applicant' s signature) ASSBSSOR'SehiAPo�i i,oT NU. 0 0 0 0 0 �e . . . . . . . . . . . . . . . . . . . . . . .r. . . . . . . . . . . .'. . . . . . . . . SOIL LOG t :. SUB-DIVISION NAM '�M-� DATE E(?� 9 2 TIME 10 ME � EXPANSION AREA: . YES \/NO -e VI-LkVA, ENGINEER-N' ' TOWN WATER 1/ PRIVATE WELL Do MK sR I to VLAvu Q, BOARD .OF HEAI EXCAVATOR :SKETCH:' (Street rame,etc. ,dimensions of lot, exact location of test holes ,and percolation• tests, locate wetlands in proximity to test holes) NOTES: r r J�-D C5c. NX��. - � P_P� 'v '/ , cF. � r PERCOLATION RATE: L 2-W1 iYy QL�21�C TEST HOLE NO: ELEVATION: TEST HOLE NO: ELEVATION: 1 Lc,,r t S bSo k c_ 1 _ t ��v� Su e so k( 2 ; 2 �sb NA 3 Gib J,VW 5 MEP 6 G= , .+ 7 _. .. 8 �JAt^.l0 g !JAB g 9 10 10 4 ' 12 �1 '� 12 ; x 1 2 13 3 14 14 15 15 16 16 ; SUITABLE FOR SUB-SURFACE SEWAGE: LEACHING FIELD K, LEACHING PITS— LEACHING TRENCHES* V UNSUITABLE FOR SUB-SURFACE SEWAGE. REASONS: IV A - uv c F i e,_o otLT2t�thCi-kS NOTE: ENGINEERING PLANS MUST SHOW NUMBER ASSIGNED .ON PERC TEST APPLICATION - ORIGINAL: COMPLETED TN. ENTIRETY BY P . E. AND RETURNED TO BOARD OF HEALTH COPY: RETAINED BY APPLICANT .5S • I - k ASS I pq r ��DIfA.A f2' t �Al 77 JIM • ,, � Pt�ttl�' � jq��frZJia� ' .. .y ., � ,. - � AI��A �nli{X.��•LK i C�6cA(�//�v4( /J ' - — Vs•y��:.,4 i r`r{urn�-- �.- r�t�u,�C>��16�+� x f the 3AlLi :�'� Stanta�, David . From:- Stanton, David Sent: Monday, November 09, 2009 3:38 PM To: 'Stephen Wilson' 4 Subject: RE: 359 Santuit Road, Cotuit Hi Steve, I got your phone messages, sorry for the delay, it is hard trying to get a hold of Tom with all the swine flu shots going on, etc. He said he wants all the problems that were on the plans that Jamie approved corrected before we issue a COC.•1 guess you have two options, you can revise the plans you submitted to Jamie with the corrections, or you can revise the asbuilt plans to show the corrections. So the following issues will need to be corrected: -Elevations on diagram go up without a pump (d-box outlet el. 12.4, SAS invert in el. 13.00) (add correct elevations to either plans or asbuilt) -Perc\test hole info doesn't match record on file (two test holes were done; Perc rate was < 2 min\inch) (add correct info to either plans or asbuilt) -garbage grinder to be removed? (either remove from plans, or if you re-do the asbuilt note that a garbage grinder was not present) -Proposed driveway not shown on plans (either show a proposed driveway or an actual driveway if it exists on asbuilt or plans) -Variance requested on plans not accurate (either show coastal bank removed on plans and new setback distance from septic tank to coastal bank\headwall of the pipe, or list the new setback distance from the .septic tank to the coastal bank\headwall of the pipe on the asbuilt) Thanks, Dave -----Original Message----- From: Stephen Wilson [mailto:swilson@baxter-nye.com] , Sent: Tuesday, November 03, 2009 10:03 AM To: Stanton, David Cc: robert.benedetto@cox.net; Lawrence Benedetto Subject: RE: 359 Santuit Road, Cotuit Hi Dave, I can provide you with a set of plans for the house & barn. The lot was vacant. The water main was located by our field crew along with the as-built location of the septic system. I will be providing you with a plan showing this along with an as-built location of the foundation. The ditch has been (with C.C. approval; SE 3-3772 & SE 3-4203)filled. The state defined coastal bank does not exist anymore. The septic tank for the house is about 80'from the headwall of the pipe. Steve From: Stanton, David [ma ilto:David.Stanton @town.barnstable.ma.us] Sent: Tuesday, November 03, 2009 9:38 AM To: Stephen Wilson Subject: 359 Santuit Road, Cotuit Good morning Steve, 11/9/2009 Jamie Cabot issued the permit for said location in error. It appears the plans have been through a lot of revisions since I&e Board of Health approved the plans with the approval conditions letter dated September 4, 2007. The following issues still need to be resolved and go back to the Board for approval: -Need house floor plans -Need restoration barn floor plans -Elevations on diagram go up without a pump (d-box outlet el. 12.4, SAS invert in el. 13.00) -Perc\test hole info doesn't match record on file (two test holes were done. Perc rate was < 2 min\inch) -garbage grinder to be removed? Is\was this a vacant lot? Plans don't show where an existing house is\was. -Proposed driveway not shown on plans -12"water main on property not shown (according to installer this was found during.installation) -Variance requested on plan not accurate with plans (Septic tanks to be 33' &80'from top of coastal bank) Actual plans appears to be about 1'and 50'. Tom wants to add this on the next Board of Health hearing. Thanks, Dave 11/9/2009 DEED RESTRICTION WHEREAS, ROBERT R. BENEDETTO, Trustee of the ROBERT R. BENEDETTO REVOCABLE TRUST, u/d/t dated March 2, 2004, is the owner of property located at 359 Santuit Road, Cotuit (Barnstable), Barnstable County, MA, shown as Lot 1 on a plan recorded with the Barnstable County Registry of Deeds in Plan Book 487, Page 8 ("Property"); and WHEREAS, Robert R. Benedetto, Trustee, has 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 the Property 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 of 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 Property be put on record with the. Barnstable County Registry of Deeds by recording this document, NOW, THEREFORE,Robert R. Benedetto, Trustee does hereby place the following restriction on the Property, 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. Until such time as technology changes and the Barnstable Board of Health changes its regulations, or otherwise grants permission, any home constructed on the Property shall contain no more than 4 bedrooms. For the Grantor's title reference see the deed recorded with the Barnstable County Registry of Deeds in Book 18371 Page 9. Property Address: 359 Santuit Road, Cotuit (Barnstable), MA 1 Executed as a sealed instrument day of ' 2009. 7 Robert R. Benedetto, Trustee COMMONWEALTH OF MASSACHUSETTS Barnstable ss. On this day of 2009, before me the undersigned notary public personally appeared Robert R. Benedetto, Trustee, as aforesaid, proved to me through satisfactory evidence of identification which was to be the person whose name is signed on the preceding document and acknowledged to me that she signed it voluntarily for its stated purpose. Notary Public My Commission Expires: MICHAEL D. FORD, ESQ. NOTARY PUBLIC Commonwealth of Massachusetts My Commission Expires November 6, 2009 2 Stanton, David From: Stephen Wilson [swilson@baxter-nye.com] Sent: Tuesday, November 03, 2009 10:03 AM To: Stanton, David Cc: robert.benedetto@cox.net; Lawrence Benedetto Subject: RE: 359 Santuit Road, Cotuit Hi Dave, I can provide you with a set of plans for the house& barn. The lot was vacant. The water main was located by our field crew along with the as-built location of the septic system. I will be providing you with a plan showing this along with an as-built location of the foundation. The ditch has been (with C.C. approval; $E 3-3772 &SE 3-4203)filled. The state defined coastal bank does not exist any more. The septic tank for the house is about 80'from the headwall of the pipe. Steve From: Stanton, David [ma i Ito:David.Stanton @town.barn stable.ma.us] Sent: Tuesday, November 03, 2009 9:38 AM To: Stephen Wilson Subject: 359 Santuit Road, Cotuit Good morning Steve, Jamie Cabot issued the permit for said location in error. It appears the plans have been through a lot of revisions since the Board of Health approved the plans with the approval conditions letter dated September 4, 2007. The following issues still need to be resolved and go back to the Board for approval: -Need house floor plans -Need restoration barn floor plans -Elevations on diagram go up without a pump (d-box outlet el. 12.4, SAS invert in el. 13.00) -Perc\test hole info doesn't match record on file (two test holes were done. Perc rate was <2 min\inch) -garbage grinder to be removed? Is\was this a vacant lot? Plans don't show_where an existing house is\was. -Proposed driveway not shown on plans -12"water main on property not shown (according to installer this was found during installation) . -Variance requested on plan not accurate with plans (Septic tanks to be 33' &80'from top of coastal bank) Actual plans appears to be about 1'and 50'. Tom wants to add this on the next Board of Health hearing. Thanks, Dave ��.1/3/2009 Transmittal Letter To: 1 Board of Health 260 Main Sire-et �•Hyannis,'MA 02601 Attn: From: Stephen A. Wilson, P.E. Subject: Date: iTf z�nq We are sending you ®Attached ❑Under Separate Cover The following documents: 0 Prints❑Order of Conditions❑Variance Approval❑Recording Slip ❑Septic System Permit ❑Notice of Intent❑Other DATE QUANTITY DESCRIPTION These items are transmitted as checked below: ® For Your Use ❑ As Requested ® For Your Files ❑ For Review and Comment ❑ For Recording ❑ As Required Other: Additional Distribution �?. Q c ct c��>Tj 4 Z File No. I. SS- fp 3 . 5. Baxter Nye Engineering&Surveying Phone: 508-771-7502,ext.13 Wrry 78 North Street,3`d Floor Fax: 508-771-7622 - Hyannis,Massachusetts 02601 E-Mail:swilson@baiter-nye.com TransmittalLetter5.doe 'A Stanton, David From: Stanton, David Sent: Tuesday, November 03, 2009 9:38 AM To: Stephen Wilson (swilson@baxter-nye.com) Subject: 359 Santuit Road, Cotuit Good morning Steve, i Jamie Cabot issued the permit for said location in error. It appears the plans have been through a lot of revisions since the Board of Health approved the plans with the approval conditions letter dated September 4, 2007. The following issues t.I need to be resolved and go back to the Board for approval: Need house floor plans ✓-Need restoration barn floor plans Elevations on diagram go up without a pump (d-box outlet el. 12.4, SAS invert in el. 13.00) Owd 4Perc\test hole info doesn't match record on file (two test holes were done. Perorate was <2 min\inch) ;garbage grinder to be removed? Is\was this a vacant lot? Plans don't show where an existinghouse is\was. � -Proposed driveway not shown on plans u V /-12"water main on property not shown (according to installer this was found during installation) S 4 -Variance requested on Ian not accurate with plans (Septic tanks to be 33' &80'from to of coastal bank Actual plans P P ( P P ) appears to be about 1' and 50'. Tom wants to add this on the next Board of Health hearing. Thanks, Dave 1 Transmittal Letter -To: Board of Health `200'Main Street f ;-Hyannis, MA 02601+� E From: Stephen.A Wilson, P.E. Subject: 13,-,,, 135q'_sc, 2& Aar'" SUS-ZoV Date: t Z.6 La We are sending you ®Attached ❑Under Separate Cover The following documents: Prints❑Order of conditions El Variance Approval❑Recording Slip ❑Septic System Permit ❑Notice of Intent❑Other DATE QUANTITY DESCRIPTION / These items are transmitted as checked below: .c ' For Your Use ElAs Requested ❑ For Your Files ❑ For Review and Comment ❑ For Recording As Required Other: s•�"� j Additional Distribution (� File No. art rf5—y3(o Baxter Nye Engineering&Surveying Phone: 508-771-7562,eat.13 78 North Street,3`d Floor Fax: 508-771-7622 Hyannis,Massachusetts 02601 E-Mail:swilson@baiter-nye.com Transn-ttMLetter5.doc I BAXTER NYE ENGINEERING & SURVEYING Registered Professional Engineers and Land Surveyors 78 North Street,P Floor,Hyannis,MA 02601 Tel: (508)771-7502 Fax: (508)771-7622 April Is', 2010 Mr. David Stanton Health Department 200 Main Street Hyannis, Mass. 02601 RE: R. Benedetto 359 Santuit Road Dear Mr. Stanton: Enclosed please find an as-built plan of the septic system and foundations at this site. This site has a long history of environmental and Title V permitting, dating back over 12-14 years. On August 15, 2007, the Board of Health granted variances for the construction of a septic system on this lot. Subsequent to that variance request being granted, an Amended Order of Conditions (SE 3-4203) was issued by the Conservation Commission. This Amended Order allowed another 100 feet of the ditch crossing the property to be piped and filled. This moved the state defined coastal bank further away from the septic system (to the headwall). The leaching system is now 123' away from the state-defined coastal bank and the septic tank is 89' away. Also enclosed are the floor plans for the proposed house and barn. I hope this information clears up the questions that you have had. Please contact me at 508-771- 7502, ext. 13, if you have any further questions. ' Very truly yours, :t C lejen A. Wilson,.PE ` E- C) Ze encl. M SAW:kb 0:\1995\1995-036\ADMIN\LETTERS\1995-036 Letter To David Stanton,3-30-10.doc Land Surveys 9 Site Design • Subdivisions • Septic Design • Wetland Filings 9 Planning i ti n Town of Barnstable twarrs-rne[,s,' A,�' Board of Health 200 Main Street, Hyannis MA 02601 Office: 508-862-4644 Susan G.Rask,R.S. FAX: 508-790-6304 Sumner Kaufman,MSPH Wayne Miller,M.D. Mr. Lawrence Benedetto September 4, 2007 211 Chestnut Street Franklin, MA 02038 RE: 359 Santuit Road Cotuit, MA A= 020-003 Dear Mr. Benedetto, You are granted variances from our local Board of Health onsite sewage disposal setback regulations in order to construct an onsite sewage disposal system at 359 Santuit Road, Cotuit. The�variances granted are as follows: Section 360-1, Town of Barnstable Code: The allow one of the two septic tanks to be located 80 feet away from a coastal bank, in lieu of the one-hundred feet minimum separation distance required. per the State Environmental Code, Title 5. Section 360-1, Town of Barnstable Code: The distribution box will be located 88 feet away from a coastal bank, in lieu of the one-hundred (100) feet minimum separation distance required per the Board of Health Regulation. Section 360-1, Town of Barnstable Code: The reserve area for the soil absorption system will be located 88 feet away from a coastal bank, in lieu of the one-hundred (100) feet minimum separation distance required per the Board of Health Regulation. These variances are granted with the following conditions: (1) The applicant shall submit a revised engineered plan showing the location of the water line location connection to the barn, a monolithic septic tank, and relocation of the second septic tank further away from the wetlands. (2) The applicant shall submit detailed floor plans of the barn. Q:\WPFILES\WilsonmBenedettc-2007.doc f (3) No more than four (4) bedrooms are authorized overall at this property. Dens, study rooms, offices finished attics, sleeping lofts and similar-type rooms are considered as bedrooms according to DEP. (4) The applicant shall record a properly worded deed restriction, signed b 9 Y the owner of the property, at the Barnstable County Registry of Deeds restricting the property to four bedrooms maximum. A copy of the recorded deed restriction shall be submitted to the Health Agent prior to obtaining a disposal works construction permit. (5) The sewage disposal system shall be installed in strict accordance with the revised plans. (6) 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. (7) These variances expire in three years. These variances are granted because the physical constraints at the site severely restrict the location of the onsite disposal system due to t P Y he close proximity of a coastal bank and bordering vegetated wetlands. 4Sinclyurr, M.D. Q:\WPFILES\WilsonmBenedetto2OO7.doc p1Fr DATE: �07 L FEE: + EARNbTABLE KAS& 1659. REC. BY D Town of Barnstable SCHED. DATE: e5&e a/ Board of Health �� 200 Main Street,Hyannis MA 02601 Office`. 508-862-4644 Wayne A.Miller,M.D. FAX: 508-790-6304 Paul J.Canniff,D.M.D. VARIANCE REQUEST FORM LOCATION Property Address:. aSI Sc.,fu,f )?e 2to . Co j vy j* Assessor's Map and Parcel Number: M., zp' p u 3 Size of Lot: 71 _ 1141 5 p Wetlands Within 300 Ft. Yes X. Business Name: No Subdivision Name: APPLICANT'S NAME: Qe6e,.t, Phone .749) SSq — 1o709 _- Did the owner of the property authorize you to represent him or her? Yes X No PROPERTY OWNER'S NAME CONTACT PERSON Name: R.6�� rN��l�+I-s Nam .e�Eilr�oh A. Uji1s.nn V I Address: (ot3 Kcns,n ar. r��....1. 1rJtr�e i�} A�dress\7 � @ , }- ` M Phone: l y ) oSr Phone: Sa �9 . Sir— 6? S) 7-71-7502 Ir,rf-/3 VARIANCE FROM REGULATION(List Re .) REASON FOR VARIANCE(May attach if more space neede NATURE OF WORK: House Addition ❑❑❑❑❑ House Renovation ❑ Repair of Failed Septic System ❑ �' Checklist (to be completed by office staff-person receiving variance request application) r Please submit copies in 4 separate completed sets. � rI _ Four(4)copies of the completed variance request form _ Four(4)copies of engineered plan submitted(e.g.septic system plans) 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 (forTitle 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 imp variance renewals[same owner/leasee 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 Paul J.Canniff,D.M.D. REASON FOR DISAPPROVAL C:\Documents and Settings\decollik\Local Settings\Temporary Internet Files\OLK1\VARIREQ.DOC y1f� 1 J)1 I I I s0 t $9.3 43 r I • - - �Ej - i s 0,1 q1 4RSmr 1 3 i _ rime Rs=o J Qi � -v� " y 115-2\ L47.n�rmp\ 1 s o_a%� _ Ann a I.SSAC.TaTAI. its o` vC s .t iJ I 13 a'' •' i� �y .•�' N yIP ABUTTORS MAP BAXMR NYE ENGNEERING & SURVEYING r Abutters List Man Parcel Owner&Address 20 125 P.F. McNutt 359 School Street Cotuit,MA 02635 20 2 J.E. Lynch . P.O. Box 46 Cotuit, MA 02635 � t Benedetto/ 1995-036 I July 9, 2007 Town of Barnstable Board of Health 200 Main Street Hyannis, MA 02601 Re: 359 Santuit Road, Cotuit,MA 02635 This letter shalt verify that I, Robert R. Benedetto,the owner of the above referenced property,authorize Stephen A_Wilson with Baxter,Nye Engineering,to act as my representative in submitting and obtaining a BOH variance for the above referenced property. Robert R Benedetto,Owner Date: Cif� Town of Barnstable Board of. Health 200 Main Street,Hyannis MA 02601 Office: 508-862-4644 Susan G.Rask,R.S. FAX: 508-790-6304 Sumner Kaufman,MSPH Wayne Miller,M.D. September 14, 2004 Mr. Lawrence Benedetto 211 Chestnut Street Franklin, MA 02038 RE: 359 Santuit Road Cotuit, MA A= 020-003 Dear Mr. Benedetto, You are granted variances from our local Board of Health onsite sewage disposal setback regulations in order to construct an onsite sewage disposal system at 359 Santuit Road, Cotuit. The variances granted are as follows: PART VIII SECTION 1.00: The soil absorption system will be located 72 feet away from a coastal bank, in lieu of the one-hundred feet minimum separation distance required per the State Environmental Code, Title 5. PART VIII SECTION 1.00: The septic tank will be located 71 feet away from a coastal bank, in lieu of the one-hundred feet minimum separation distance required per the State Environmental Code, Title 5. PART VIII, SECTION 1.00: The distribution box will be located 70 feet away from a coastal bank, in lieu of the one-hundred (100)feet minimum separation distance required per the Board of Health Regulation. PART VIII, SECTION 1.00: The reserve area for the soil absorption system will be located 78 feet away from a coastal bank, in lieu of the one- . hundred (100)feet minimum separation distance required per the Board of Health Regulation. These variances are granted with the following conditions: (1) No more than four (4) bedrooms are authorized. Dens, study rooms, offices finished attics, sleeping lofts and similar-type rooms are considered as bedrooms according to DEP.. _ Q:BenedettoVariances W. (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 four 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 sewage dispos-at system shall be instatted in strict accordance with the submitted plans dated September 1, 2000, revised 10-14-2003. (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 submitted plans dated September 1, 2000, revised 10-14-2003. (5) These variances expire on.October 1, 2007. These variances are granted because the physical constraints at the site severely restrict the location of the onsite disposal system due to the close proximity of a coastal bank and bordering vegetated wetlands. Sincerely yours, vim: Wayn Miller, M.D. Q:BenedettoVariances pFIHE T, DATE: FEE: * BARNSTARt.E, i MASS. prED MO:t Awe REC. BY Town of Barnstable, CHED. DIX4E: CD Board of Health w 200 Main Street,Hyannis MA 02601 rt s s:" S� Office: 5094624644 !Susan G.Rask,RS FAX 509-790-6304 E Sumner Kaufman;M.S.P.H. ' Wayne A`1�lfiller, D. _ �n VARIANCE REQUEST FORM cat M LOCATION i Property Address: 3 --(A(� 't it rjr 4W to 1 l Assessor's Map.and Parcel Number: 20 .663 Size•of Lot: I }� Wetlands Within 300 Ft. Yes Business Name: • �� - No Subdivision Name: APPLICANT'S NAME: Phone Did the owner of the property authorize you.to represent him or her?. Yes No PROPERTY OWNER'S NAME CONTACT �PERSON Name: h 7 > �1 ( 61 Name: ( n w&7 67,;� Address: ( I P/C Address: Z Its �l Phone: � � Phone: ' II S _ 790 V CE FROM REGULATION(List Reg.) REASON FOR YAIMMCE(May attach if more space needed) / •sp ✓� r r�rt-t;. �F�'-r— t;► r K -IA d _cep,.,-,nA k b a,1G '7 bG+IC-y l'look S ^of-- svV14T& 4Q a.a%% 'da(. aC bn NA O ORK House Addition 14 House Renovation ❑ Repair of Failed Septic System ❑ PL5 • Y Checklist(to be completed by office staff-person receiving variance request application) _ . Four(4)copies'of the completed variance request form _ Four(4)copies of engineered plan submitted(e.g.septic system plans) _ 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 himther 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/leasee only],outside dining variance renewals{same owner/leasee only],and varunces 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 Susan G.Rask,R.S.,Chairman NOT APPROVED SumnerRanfman,bLS.PJL REASON FOR DISAPPROVAL Wayne A IvCrller,M.D. \NARIRSQ.DaC Q.\HEALTH\Application Forms r ' No. � �I ►Z Fee THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: Yes PUBLIC HEALTH DIVISION -TOWN OF BARNSTABLE., MASSACHUSETTS ZIppricatton for iopoga.Y &proem Congtructton Permit Application for a Permit to Construct( , )Repair( )Upgrade( )Abandon( ) lComplete System` ❑Individual Components LgcationAddress or Lot No. Owner's Name,Address and Tel.No. �4pp- Z=d2 �1+ Owd y Assessor's Mdp/parcel �-t tl �` Q r `gyp Lo?wO'e-nce � a Installer's Name,Address,and Tel.No. Designer's Name,Address and Tel.No. 913► Type of Building: Dwelling No.of Bedrooms Lot Size �l �7I sq.ft. Garbage Grinder( ) Other Type of Building ( xQ No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow "'128 sr gallons per day. Calculated daily flow 4D gallons. Plan Date ��. `/ 24 0/ Number of sheets C,� Revision Date Ll7 Title Size of Septic Tank Type of S.A.S. Description of Soil Nature of Repairs or Alterations(Answer when applicable) M9- Date last inspected: Agreement: The undersigned agrees to ensure the construction and maintenance of the afore described on-site sewage disposal system in accordance with the provisions of Title 5 of the Environmental Code and not to place the system in operation until a Certifi- cate of Compliance has been issued by this Board of Health. 'f Signed Date i _ Application Approved b_ Date e' Application Disapproved for%the following reasons Permit No. —/17 ' Date Issued /� P° THE COMMONWEALTH OF MASSACHUSETTS t BARNSTABLE, MASSACHUSETTS (Certificate of (Compliance THIS IS TO CERTIFY,that the On-site Sewage Disposal System Constructed( )Repaired( )Upgraded( ) Abandoned( )by at has been constructed in accordance with the provisions of Title 5 and the for Disposal System Construction Permit No. dated ' Installer Designer The issuance of this permit shall not be construed as a guarantee that the system will function as designed. Date Inspector 1 7_7 -` - __-_-----_-_------------------------___-_----- - No. � '-ffn °� Fee THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION - BARNSTABLE., MASSACHUSETTS Migpoml "tem (Construction Permit Permission is hereby granted to Construct(" )Rep ' ( Upgrade )Abandon( ) System located at and as described in the above Application for Disposal System Construction Permit.The applicant recognizes his/her duty to comply with Title 5 and the following local provisions or special conditions. Provided:Construction must be completed within three years of the date of this permit. Date: Approved by Fee p ` Entered in computer: rtiat THE COMMONWEALTH OF MASSACHUSETTS , PUBLIC Yes HEALTH DIVISION -TOWN OF BARNSTABLES MASSACHUSETTS r application for igogaYpgtenY Cougtructfottertttit Application for a Permit to Construct( )Repair( )Upgrade( )Abandon( ) O Complete System ❑Individual Components Ln�Address or Lot No. /� Owner's Name,Address and Tel.No. 3 Assessor s Mdp/Parcel 1 �c 1j, C.dt w Installer:s Name,Address,and Tel.No. Designer's Name,Address and Tel.No. 4 Type of Building: DwellingNo.of BedroomsA Lot Size 7J y71/ sq.ft. Garbage Grinder( ) Other Type of Building� S Q No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow ' ` 1129 5F gallons per day. Calculated daily flow ly 40 gallons. Plan Date �/�24 D/ Number of sheets C.l. Revision Date Z!7 Title Size of Septic Tank Type of S.A.S. Description^of Soil ' Nature of Repairs or Alterations(Answer when applicable) t Old nel,,,4 ti Date last inspected: T _I Gig Agreement: cj — HSdA a-`11q a' The undersigned agrees to ensure the construction and maintenance of the afore described on-site sewage disposal system , m accordance with the provisions of Title 5 of the Environmental Code and not to place the system in operation until a Certifi- W jcat`e of Compliance has been issued by this Board of Health. sf +r Signed,' _ Date r ' Application Approved b Date Application Disapproved forte following reasons < Permit No. Date Issued z THE COMMONWEALTH OF MASSACHUSETTS BARNSTABLE, MASSACHUSETTS Certificate of Compliance THIS IS TO CERTIFY,that the On-site Sewage Disposal System Constructed( )Repaired( )Upgraded( ) (' Abandoned( )by 1 at has been constructed in accordance with the provisions of Title 5 and.Oitlor Disposal System Construction Permit No. dated I, Installer Designer The issuance of this permit shall not be construed as a guarantee that the system will function as designed. Date Inspector -----------_------ —... --- ----=------ }---- --- NO. Fee + THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION - BARNSTABLES MASSACHUSETTS 5 b Mto otem Congtruct[on Permit Permission is hereby granted to Construc t(I-)Rep�i ( �Upg�e )Abandon( ) System located at �� n i Jot and as described in the above Application for Disposal System Construction Permit.The applicant•recognizes his/her duty to comply with Title 5 and the following local provisions or special conditions. 'r r Provided:Construction must be completed within three years of the date of this pertnit. Date: Approved by t +`LWr a .—. F'`z.a+!}':_J x:�L.l.` ..•<.*}."s�»S.rJ�t...�.x_S y , - tea\ No. OD' �CJ� Fee THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: l/ Yes -' PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS 01pplication for M!5po!6a1 *patent Construction Permit Application for a Permit to Construct( )Repair( )Upgrade( )Abandon( ) ❑Complete System ❑Individual Components Location Address or Lot No., Owner's Name,Address and Te'.No. &N — Assessor's Map/Parcel WTOM 11 f 4- -C)r12 6�� -atb Installer's Name,A ress,and Tel.No. Designer's Name,Addre and Tel No. Am( ,c , Type of Buildi i Dwelling No.of Bedrooms Lot Size 1 sq.ft. Garbage Grinder6) Other Type of Building No. of Persons Showers( ) Cafeteria( ) Other Fixtur Design Flow gallons per day. Calcu ted daily flow gallons. Plan Date Number of sheets Revisio Da Title u 1 I ` A Size of Septic Tan f O LType of S.A.S. Description of Soil - �t(-r1/ �� Nature of Repairs or Alterah ns(Answer when applicabl -'Y/ Date last inspected: �7 41 ,9- Agreement: The undersigned agrees to ensu the constru ion and maintenance of the afo e descrt e - age disposal system in accordance with the provisions of Ti e 5 of the nvironmental Code and not to place the system in operation until a Certifi- cate of Compliance has been issued by t is Boar of Health. Si Date Application Approved Date / Application Disapproved,for the following asons Permit No. Date Issued 0 a /that COMMO WEALTH OF MASSACHUSETTS ARNSTA LE, MASSACHUSETTS� Certiftc to of Compliance THIS IS TO CERTIFe On-site Sewa a Disposal System Constructed( )Repaired ( )Upgraded( ) Abandoned( )by at has been constructed in ccordance with the provisions of Ti tl and the for Disposal System C struction Permit No. 200/_�6 Z dated - (�7 Installer Designer The issuance of this pe t shall not be construed as a guara tee that the system will function as designed. Date Inspector ———— ———---————————— ————————————————— No. Z� — lO Z Fe/ THE COMMONWEALTH 0 MASSACHUSETTS PUBLIC HEALTH DIVISION - BARN TABLE, MASSACHUSETTS Zi5po5al *p5tem bong ruction Permit Permission is hereby granted to Cons "ct( air( AUpgrade )Abandon( ) System located at / �„dv► �-- and as described in the above Application for Disposal System Construction Permit. The applicant recognizes his/her duty to comply with Title 5 and the following local provisions or special conditions. Provided: Construction must be completed within three years of the date of this permit. Date: Approved by awe No. GOO 1.-...�FJ `✓ F Fee '�(J(�� THE CdMMONWEALT,H'OF MASSACHUSETTS_ ,ro Entered in computer: PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE., MASSACHUSETTS Yes �.• Application for Migpool bpgtem Construction Permit . w Application for a Permit to Construct( )Repair( )Upgrade( )Abandon( ) El Complete System El Individual Components - Location'Address or Lot No. 1 '� V1rT Owner's Name,Address and Tel.No. Assessor's Map/Parcel �� (�+� d 1,7-a1 " b Installer's Name,Address,and Tel.No. Designer's Name,Addres and Tel.No. / 0j TtP eof Buildin we 1 ng No.of Bedrooms Lot Size ( tl�' sq.ft. Garbage Grinder M) Other a of Building No. of Persons �Z Showers Cafeteria �.� y�P g ( ) ( ) e'M1r Fdxture§ Design Flow _.!�S7 gallons per day. Cal ul ed daily flow gallons. Plan Date Z. Number of sheets Revision Date,. Title ^. � u 17 fvJ��Vf�'� �j S /� Size of Septic Tan V Type of S.A.S. Description of Soil (S d �IC.�(►/��' IuE JY� Nature of Repairs orAlterati ns(Answer when applicable __tell►L. x°. Date last inspected: ` c7 41 )f} Agreement: The undersigned agrees to ens\tjs construe on and maintenance of the afor describe-d-on=sites age disposal system, in accordance with the provisions of of the'''jj,nvironmental Code and not to place the system in operation until a Certifi- cate of Compliance has been issued Boar/of Health. Si ed----� Date Application Approved �:. Date 3 r Application Disapproved for the following asons - €oll4.1 Permit No- .,A :� -Q� ( Z" Date-Issued T E COMMO WEAUTH OF MASSACHUSEnS �+ 4 BARN STA LE, MASSACHUSETTS ' Certific` to of Compliance THIS IS TO CERTI/ , that the(nsite Sewage Disposal System Constructed( )Repaired( )'Upgraded( f. Abandoned( )by 1 at has been constructed in accordance with the provisions of Title i and tVfor Disposal System Co struction Permit No._200/ /6 Z. dated Installer Designer The issuance of this permit shall not be construed as a guarantee that the system will function as designed. Date Inspector s a-w Fee THE COMMONWEALTH O MASSACHUSETTS PUBLIC HEALTH DIVISION - BARN TABLES MASSACHUSETTS migooar bpgtem Con'dructton Permit Permission is hereby granted to Construct( -Fair( Upgrade )Abandon( ) System located at__� �' f or and as described in the above Application for Disposal System Construction Permit.The applicant recognizes his/her duty to comply with Title 5 and the following local provisions or special conditions. Provided: Construction must be completed within three years of the date of this permit. Date: Approved by lilt � �I� *.•.1�� /k��/ Y [ ' `^r �M , R' � , S No............. /// /FE:z... �?.........._ j� THE COMMONWEALTH OF MASSACHUSETTS 79 yo 6to' BOARD;�OF HEALTH Q�n(IV..... .........OF.........��AP-JQSM_5l h......................_._.. t� 5D� _ Appliration for Di_gpwi al Work.5 C amtrurtinn ranfit Application is hereby made for a Permit to Construct (K) or Repair ( ) an Individual Sewage Disposal System at: C 5Atk '19�i (Zo� �N�L STMEE l�0'zUt1 ..............1-0- � .......- -•-•-•-••••••----..-- -- ----•-'136) Loddressor Lot No. --•-•................................ ••-•-•--•--••••----•----............................ r Address W Installer Address UType of Building Size Lot-ZI.)- 2-1._..._..so. f t [-, Dwelling f No. of Bedrooms............................................Expansion Attic Q,10) Garbage Grinder J; aOther—Type of Building ............................ No. of persons............................ Showers ( ) — Cafeteria ( ) Ga Other fixtures .-------•---••----••--•••--••--. - -••----------- ------------- .. W Design Flow................eS,S....................gallons per person per day. Total daily flow...... .5.M_.. .......................gallons. WSeptic Tank—Liquid capacity 1.SM..gallons Length................ Width................ Diameter__._-___-___-_-- De th.....__......_.. x Disposal Trench—No. .................... Width_.._1Z......... Total Length......-.6b...... Total leaching area..:55� .....sq. ft. Seepage Pit No--------------------- Diameter.................... Deptlbelow inlet.................... Total leaching area..................sq. ft. Z Other Distribution box ( Dosin ank (K W Percolation Test Results Performed by----- ,� �:-J�1 4:P_.�f �.............. Date__ :_ `�?-.._._............. Test Pit No. I.... .4....minutes per inch Depth of Test Pit____!V'5j_____ Depth to ground water-----11s-S........... 44 Test Pit No. 2_..ZZ.....minutes per inch Depth of Test Pit....�1!5___.... Depth to ground water.....ak.s.....__.. o .11A `. t-'�- 5 f'eo A� 5................. Description of Soil---_ .." e ---WAIAL4- U .....M Et7------._5PtlV C)...------•----------•-•-•-------------........................................................................................... VNature of Repairs or Alterations—Answer when applicable............................................................................................... -•------•-----------------------•----------•------------------------------------------•-------------------------------------------------------------- ---------------------------------------------- Agreement: The undersigned agrees to install the aforedescribed Individual Sewage Disposal System in accordance with the provisions of TITLE 5 of the State Environmental Code—The undersigned further agrees not to place the system in operation until a Certificate of Compliance has been issued by the board of health. Signed ... ... .................. ..... ...... .............................................. .. ........................................ Da[e Application Approved By ...........6 ^- . .............................................................................. ......"Y' � "/-�. 3-t 3 ��P Date Application Disapproved for the following reasons- ---- - ------------------------------------------------------------------- --- -------------- ....--............ --------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------- ------------ ---- ------------------- Date Cp Permit No. _----- - --------- ---------------------------------- Issued ............ ...._.. a[e THE COMMONWEALTH OF MASSACHUSETTS _ BOARD OF HEALTH --------A �.w.j....--...... OF ...... l�c`7��-C.-�-------------------------------- Cez#ifirate of Toraptian e THIS IS TO CERTIFY That the Individual Sewage Disposal System constructed ( K) or Repaired ( ) by .................. Insmller at �s ?AY19$191�1 11t " � L -1-01 -------- has been installed in accordance with the provisions of TITLE 5 o The State nvironmental Code as described in the application for Disposal Works Construction Permit No. ......... ... .... dated ---_.--.-_.-._----.---__.-__--._.---__--____.-__ THE ISSUANCE OF THIS CERTIFICATE SHALL NOT BE �UED AS A GUARANTEE THAT THE SYSTEM WILL FUNCTION SATISFACTORY. DATE............................ ................................................................ Inspector -----------...---------------------------------------------------------------- THE COMMONWEALTH OF MASSACHUSETTS BOARD OF HEALTH .. _.. .�_._... D,J..i� OF... ?. --ECG................................ No FEE..10.G............ Dispant Vorkv Tuatutra ivat rruti# Permissionis hereby granted............................................................................................................................................... to Construct (&) or Repair ( ) an Individual Sewagp.,Disposal Syst atNo...................................................... 1T),2: �- �?-------C Street as shown on the application for Disposal Works Construction Permit NL �' Dated---. � 'o ............................. �-a_rof_�ea'it'h ..................................... DATE_----•--•-•---••--••--•--•---•................................................ Bo FORM 1255 HOBBS & WARREN, INC., PUBIJSHERS ................. THE COMMONWEALTH OF MASSACHUSETTS BOAR® OF HEALTH t f in t IU N ,'�12 S D` _ •........................................O F................ ..................... ..................----......._---•-------•--- Appliration for Uinpuiitt1 Works Tonstrnrtion ramit Application is hereby made for a Permit to Construct (K,) or Repair ( ) an Individual Sewage Disposal System at: / } i C1 0 1 k_..o A Location-Address or Lot No. O yner Address W Installer Address dType of Building Size Lot__T._!....: __ .....Sq. feet Dwelling—No. of Bedrooms........... •...............................Expansion Attic (Mc) Garbage Grinder Other—T e of Building No. of persons............................ Showers — Cafeteria o`' Other fixtures .................................. W Design Flow............... ............................. per person per day. Total daily flow............................................gallons. GY Septic Tank—Liquid capacity.).ab.gallons Length................ Width................ Diameter---------------- D_e-pill................ Disposal Trench—No. .................... Width..... ..._........ Total Length.......?.'..__. Total leaching area___�`�_C.......sq. ft. Seepage Pit No..................... Diameter.................... Depth below inlet.................... Total leaching area..................sq. ft. z Other Distribution box (1t�)� Dosing tank Date.......................................... `-' Percolation Test Results Performed by.. '��'t` t� "`' `= l3, C-- �� W ! Z -------•---• •-•---•••.....-----•�V"• ) "_'5 Test Pit No. i----------------minutes per inch Depth of Test Pit._._..__._._.:_.._. Depth to ground water_____ _ •__--____-. (il Test Pit No. 2...X.?T_....minutes per inch Depth of Test Pit...... ....... Depth to ground water_.._.4....11 5.......... al Ire 7M 5AruiE Y;7F11c 5 �+ -•--••......-•-•----•-----•--•..... :.............. ..................=.... .....----•-•---•-•--.....-•---•----------••------..................--•---•. Q �� - 1 t LOP,1-et` ..." U � t •' C) �i C `j,Vk! l� , C.J a111>l� Description of-So' ........... . -•--••---•----- •---------------•---•••......------ V .....-•----•--•-----•••-------•---------------•----...---•-----•--------------•---•-•-----------•------••-•--•--••-•-•-•-----••••-----•••-------•-••-•••---•-----------•...-•-------•-------•-----...---- W -...................................................................................................................................................................................................... U Nature of Repairs or Alterations—Answer when applicable................................................................................................ ----------------------•----------------------------------------•-•------------------.....--••---------------••--•---------,............................................................................ .Agreement: The undersigned agrees to install the aforedescribed Individual Sewage Disposal System in accordance with the provisions of TITLE 5 of the State Environmental Code—The undersigned further agrees not to place the system in operation until a Certificate of Compliance has been issued by the board of health. Signed ----------- ------ --- ---------------------------- ---------------------------------------- -- -- --...------------------------ Dare Application Approved BY ----------%-1.,.�.��.A-1-4..,�----- -------- --------------------------------------- ---- --- nn.:::.. ...`-.!/ , Dace Application Disapproved for the following reasons: ---------------------------------------------------------------------------------------------------------------------------------------- ---------------------------- ------------I.....---............-- ---- ..--...---------- ---.....--...----.------------.... ---- ...........................---....................--- ........................................ Dare Permit No. ---9.7 -- 4 e........................ Issued ------ ...........---- ----- ---- -- --- ' Dace THE COMMONWEALTH OF MASSACHUSETTS _ BOARD OF HEALTH 1 �ti�..► n� r - j &rfi trace of C�ontplia re THIS IS TO CERTIFY, That the Individual Sewage Disposal System constructed ( X.) or Repaired ( ) by - - `i? _.A, •r :-�..... ... ._J �, ��' ............................................. --------------...........----------------------------------------------------- ----�- r (i Installer. at ..................................... ...................... -- )nvironmental ----------------------------- ------------------------------ has been installed in accordance with the provisions of TITLE 5 of..The State Code as described in the application for Disposal Works Construction Permit No. ---------- 177 ' / dated ................................................ THE ISSUANCE OF THIS CERTIFICATE SHALL NOT BE CONSTRUED AS A GUARANTEE THAT THE SYSTEM WILL FUNCTION SATISFACTORY. DATE--------------------- -------------- ---- ---------------------------------- -- -- --- Inspector --------....-.....------------------------------..------------------------- ---.................. THE COMMONWEALTH OF MASSACHUSETTS BOARD OF HEALTH OF..................................................................................... No......................... FEE......!........................ Rapoonl Workii Tnnitrnrtion rrntit Permissionis hereby granted.............................................................................................................................................. to Construct (/\) or Repair ( ) an Individual Sewage-Disposal System at No.•--•---••••--•--••---------•.....................••-••J_�....lTV L C... 1�f) C �`l>L �.....� 1_________ Street as shown on the application for Disposal Works Construction Permit No;Z�----Z..l` Dated.................... ---------•-•-•---•--•------------------•-----------..................................................... Board of Health DATE.-------•-----•----•...................•----•--•--..................•.......... FORM 1255 HOBBS & WARREN. INC., PUBLISHERS Novao-m ND Fee BOARD OF HEALTH TOWN OF BARNSTABLE 2pplicatiou ,for Yell Cougtructton Permit Application is hereby made for a permit to Construct( Alter( ), or Repair( ) an individual well at: ` co7u c 7- Location-AAddress Assessors Map and Parcel 13O� 13 e ti cdc 7o 1�o ru t7- ' J Owner p Address nn�.IJN/1'�tlro zoe`� Log' eq/ASS' /TV 114CAS� e e MA cse a y. Installer:Driller' Address P Type of Building Dwelling Other-Type of Building No. of Persons Type of Well Y /�cJC 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 Certi ate of Co Tian as been issued by the Board of Health. Signed Date Application Approved By Z ate Application Disapproved for the following reasons: Date Permit No. �A I 6 .! � Issued '70 t2'I " V Date - ------- -------------------------------------------------------------------------------------- BOARD OF HEALTH TOWN OF BARNSTABLE Certificate of Compliance THIS IS TO CERTIFY,that the individual well Constructed( Altered( ), or Repaired( ) by Qe V U r S gca�[llu e ll � Installer vlu at 3s9 SG. c / co.l —U[ has been installed in accordance with the provisions of the Town of Barnstable Board of Health Private Well Protection Regulation as described in the application for Well Construction Permit No. Dated THE ISSUANCE OF THIS CERTIFICATE SHALL NOT BE CONSTRUED AS A GUARANTEE THAT THE WELL SYSTEM WILL FUNCTION SATISFACTORILY. Date Inspector. + c ,, Not z�0:2 V Fee BOARD OF HEALTH b + TOWN OF BARNSTABLE: ryry , ricactiott- foreYYogtructiott 'Bruit . .. r Application is hereby made for a permit to °Construct Alter(.), or Repair O an individual well at. ,, t 3S9 sQ—T,,IT /2 ,1 co7urT r. Location-Address "z Assessors Map and Parcel L c le7. ...,,.... Owner« 'l , "°.F +n "� Address �a3.,,.J'-Cjia S eA �.T•-�, Installer-D wa'"�." ".sue Address cTYpe of Building -__- Dwelling Other-Type of Building No. of Persons Type of Well y 1006 Capacity Purpose of Well 11'/r jar'o 4_ 6"Ua/y Y Agreement: r ; The undersigned agrees to install the afore described individual well.in accordance'with the provisions,of the Town of Barnstable Board,of Health Private Well Protection Regulation-The undersigned.further agrees not to.place'the' } + well in operation until a Certificate of Complianee'has been issued by the Board of Health. Signed A C Date Application Approved B ��. M f4 Jfi a Date ` Application Disapproved for the following reasons: srF-«=a•s Permit No. �t 1 � -' f; `'1 11 ' Issued '' 1 Date BOARD OF HEALTH TOWN OF BARNSTABLE Certificate of Compliance THIS IS TO CERTIFY,that the individual well Constructed(v);: Altered(:), or. Repaired O J, by Oe/U"l [ Installer ;+ has been installed in accordance with the provisions of the Town of Barnstable Board of Health Private Well Protection Regulation as described in the application for Well Construction Permit No. Dated THE ISSUANCE OF THIS CERTIFICATE SHALL NOT BE CONSTRUED AS A GUARANTEE THAT THE WELL SYSTEM WILL FUNCTION SATISFACTORILY. Date Inspector ,....-.;...a:�_�,4 :.�.tea®.�.:..:a�.m. ..�- -.��.o m m�-_:o. .�._�.�... <:a.� •.� r :"�s ..a. -_�... .t r».,, ,s _.�..-r._..�,,,�_e-e3 i� BOARD OF HEALTH TOWN OF BARNSTABLE _. Vell Cow6tructiou permit , No. O"''�`�`" �� Fee Permission is hereby-granted to Installer to Construct(V) ' ` Alter(. ), or Repair( )`', arl individual well at: r � , No �J cI �a•-��y r 7 2c� '�y�i.!_�'7 A . +- , ;* '�; r Street as shown on the application for a Well Construction'Permit No. coo Dated jj i i. PP V J 1 A Date J o Approved By t 1ll. f Y. l ..�A +� y r� f � w 1M�Mr,ur... .ire.uM +✓' ,r i. rt y .'. .- —f Yam' yyy Y. .d► I'fG�t"1�N1kG� WA�I�r w ' r ,rrwltt - .r "w ,,.."".,J,..tt � ,,,..r r,N, .,,••" _•r + Win'^{.! t �. MAO w r •. r F fi^ WD GQRAt E " .f q s r p t t ! r a � Ir t 1 I MIAr:.r ' Issue: wA 1-29-m9 p&-4 9 9TEMTOCdt E - . - BTEFa TO GRADE .. - II'-5 V4 21-6 Vt• _ W 3/4. - DOOR SGNEDULE S-I-m9 OR FRAME TYPE SWING FINISH TTT'E FINISH THE RAT HDWR REnAF�-g NO. SIZE - 2 _ 7 mp{ .x=8X1'-0 TNT .PT: LDF .PT- 3 DECK v Z X ' 0m2 2'-4 X l'-m TNT Pf. LDF P1• nRBL r>�,W/ na n9 �.g.l,,ryx'1J4 LVT. Q LDF PT. 3 u 003 2'-4X 1'-0 ANT PT. 2 � a- r,RBL SCREEN PORCH 004 pR{•-H X 1-0 MT P3. iDF 'P7- a I `I.La 0 I 005 2'-8 X RNT AT. Lp6 RT. ALWL I 3-I Xq�i Ltn 11 2'-m' m06 3'-m x 6'-B FACT PT. LDF PT. � 5 Vl' Ip:-m• � .. 0fG1 .9'_0'x 6'-B EM OUT PT. WD �' W/VENTED'LITE9 Y'W:STRIPN'a _ y � "' _ I MASTER.. DROOM I ^ 1 008 1n L TOP OF W .9'-'I• 3.1 L -a I W iit Iml pR 2'-e x B'-0 EXT , • PT, LDF PT. _ 4 ARCH TOP VERIFY w/OWNFh' ��O,II I f9 Imo 2'-4 X 1'-0 MT Pf. LDF 4 BFEFRAM�FLA6�—� I.� GREAT' OM ZE \ r U 'F'T. LDF PT. m l'h I �l— .. G1b18 TOR114-O TIY3NA, s \ 10,g. 'z=aX1•-a. TNT Pr, LDF Pr. - '� / -�s \ �? DINMI Room � _._J QD � Q . FT. 3 -� 9 \— — . r WD �1� V --yy Y� NOOK �'. \ 5 •3'•1 V2' 3•-1• 1 .3'_6• 3-5' S }— IPIT © -h/4 Pf WD Pf. ALU'L �- CL rGL V'!IC _ 1 V IIZ 2'-8x8'-0 " {B x'-Bxa''-0 E)CT OUT PT. WD PT. ALUM - r .250PSC4L0. tV�- 4 _ OUT FT. WD PF. AL12'L 20MIN 1 _ � :�• _ r - 1149�V2• 5 1>i- WD Pf. ALUI'L _ 5 `� U.B® IL Ig Y-B X 1'-0 , ZjyEq.gA.p DOOR't-IODEL 391 —\ to _ 4JCL Lvl.`P51- OF7G _ 116 18'-0 x a'-0 O-K ,�,E�Egp DOgY ryODEL 391 � � {IC PSG- C.ASED •s', « I I�I TR I 5 o O Ill 9'-mx 8'-m O.K 1 41gRVET'•BTOR'1 DR'II2300124-m. P Z.2R10 118 2'-8 X 6'-8 EJCT Pi- WD PT. FT. ALUM• - 1 IWC W/VENTED L1TE9 4 w.91F9F'NG _ Et- 119 1'R3'-mx8'-OEM OUT PT- wD KITCHEN m ALIa L 1 IWC W/VENTED LtTE9 4 W.9TR"NG �% _ _ 2.13/4x 11"L I20 PR 3'-0 x B=0 EM t21 F'R 3'-Bx>?<'-0 EJCT DUT PT. WDD YPPTff-. ALUM. T1 N/C W/vl3.1TEO LLITTE 4 w-sN O _ (MASTER B rxcw/ P RLOR .4W. T - _ 5 12Z' 9'-0 x 8'-m EXf OUT FT. W'D �F m !6-A 112' �B. 3,•. __ LfJ JJ PT. LDF Pf. 2 - — I / / M-• Z01 2'-HX 1'-m 1NT d ® \� u tl� Q:o •` 112 1 B O � •2ma Frz'x=d.x,'-m Mr �T- L� PT- LAUNDRY.,m PT. LDF P�. 4 x'-m' 5 V2' e'-18 V2• .a B-I Vl' - -1 LL Q - 2'-4X1�0 DEL AGTRG HRY+E9 W/R191{pLATE9 _— I ' "' FT. WD P[: 14�L 3' " �,4'-8' 9•-6• ,'-0'. 3$• �(� 3_p•. O ,• 5V2• -m, x'-8• q•-B• .8%6: V� Pf. WD PT- - MRBL 3 5 1/2' _ x I I z•-a X i,m TNT PI•. wD Pr. I I I 1 I.I I I I Ilm — PT. 212 2'-4 X.61 8 MT 1 IWC y//VENTED LITE 4 w.9TR1FNG m _ 2B 3'-0 b'-8 FJCTflPLL k M. .> ^%a, 'fitly-L I IWC W/VENTED LITE9 1 W.9TRIF'NG IL4 214 F'R3-0xb•_e E)Cf OUT. Pf. WD' P'f.' - OUT pf. WD -. Pf- ALl➢•t I IWC W/vETJNrEV LRES4W.sTRIPNG _ D a: gIMfSON.NOU Z SDS Z•5 � oAJ�� '¢.�' 2g 3'-0x6'-e EM _ / swRSOx ^ Pf. WD Pf., - EXCEL 25 VZ x54 RO. lr / ,5 #LOD srRucTuwt- .• 216 ATTIC ACCESS MT _ _ V D S 2_5 5 a'•T � O m © $ = on 5imp5m Ho 4 5 - .EMERIOR DOORS•THEp-IA-THTdI OUT 9WING,TNERMAi BREAK SILL 4 WEAIHER9TRIR'MG IW ALL •�ryLWA. & L f OY pC1EPoOR FRETICN DOOR9•olTERNATIONAL WINDOW GOPORATICN OUT SWING, 120DS A3o'T -S1 L EPDXY 3F.t - . T14EM 14L BREAK SILL 4 WEATHERSTRIPPING - } GoN4Ldr6 OR UQ-I N- iPLAN _ ft) WgT sEY tN FIR5T FLOOR INTERIOR DOORS•SR1P90N ENCORE DOORS 13/8.9TYLE 8612 PRIMED LDF OR EQUAL _ ,. I 1.I Q VERIFY STYLES W/OWNER - - - �j L NOTES; p p� C �a.LNmaoRWAei9ar�aaswsuaFa9rrn® jL�l r -IAf�D Y1lAl�L- LEGEND =NIQdo•LAN EEam+b tlx r3)2=ISTim9TTFlCll au molnos ►�-- PT.-PANTED lJ - - kfA 1'^w'8' :.A NOTEDLLI -ALL DOOR HARDWARE TO BE BAD_*p lE,LEVER STYLE ST.-STAINED - ^WATERFE9ISTAM DRrWALL AF7E 5(BA)TORE IS) er 1L O. ALL DOORBTO BE KEYED BETO WD-WOOD ) I IN ALL t1015TUPEK 'ATMYaA `(64T{B.9Via'PS7 HOLLOW METAL 0 ,. U 9 - LOOSE-PIN HINGE W1_ - , - - 1 LOOSE-PM HINGE pRIVAOY DOOR LEVER - KEYEDDOORLEVER _ k _ © w _ Z Q DEAD-BOLT 4.- LOOSE_pIN HRY+E 5-81-FOLD HARDWARE I (, _ e W . PAS$A! DOORLEVER FULL LEVER ,1 ITT R y _ Lp09E-PIN HINGE DYED DOOR LEVER tD k/A N•w,'s. COURT YARD 3C E — ❑ AR GARAGE M w i 2pG5 SF FIRST FLOOR 5-1_m9 T,038 SF SECOND FLOOR WINDOW SGNEDULE 2T-mx'33'-2 z Q WINDOW. PFI 1 4 255ER1ES VINYL WINDOWS LOW E W/ARGON .. LU . DATA ROUGH OPENING REHARK3 3.103 SF I.D.TYPE 1'ffCaR FOy. .F1JED OVER VENT ' 1 A FOV 2-0/4-6 2'-0x4'-0 V VGy/ .VINYL YL GAF4DEN WINDOW 4 B fOV 3-0/4-b AWN IN 3'-0 x 4'-0 - G -�12 SF UNHEATED STORAGE G FOV 5-0/6-0 5 0 x 6 0 G51•IT .CASEMENT • D FOV 2.0/6-0 2 0 6-0' TEMF.'ERED VSE SKYLIGHT(VEL11x) I 3 Np6 SF, E VGW': 4-0/3-11 d 0 x 3-II - TRAN .TRANSOM lam- . U.AWN _6 4'-0x 1'-6 - 5. 1 21.1' - SHTNO- . H C5Y7T 1-6/4-0/I-6/4-6 110.416 EGRESS J C9PTT ;4-0/4-0 9F1F FIXE 4 0 x 4'-0 K VSE '.3mb 3jV:W x463/4 FLA.SN L CSMT "3j0/2-0 2 0x 2' 2 O x 1'-m HALF'CIRG. - II. H 0• ,•_0' . n CSI-R Z-0/1-0 HALFCIFZ>r.. C N CSt'tf '3-m/I b.0x 2'-0 AR ON TOPGOOR)W/1JR9 - :O. CSMT 6-0/2-0 -3 P TRAN DT9210FL 9-2x1'-0V2 WLITE GAR DR TRANSOM _ 155UE: 05 GENERAL NOTES: Ps ALL WORK TO CO'PLY WITH'O,-;ENT LAWS,RECLATIOR5,LOCAL ZONING:ORDINANCES AND NATIONALLY RECOGNIZED an;eff 50CA AND CABO BUILDING CODES.DO NOT SCALE DRAWING5111 115E FIGLIRED DIMENSIONS CNLYIII - VERIFY ALL DITEFL51OJ5 N THE FIEND-NOTIFY DESIGNER 11'"EDIATELY OF ANYDISOREPANOIES. - - CONSTRUCTION'DOCUMENT NOTES: IN USING THESE CON•TTIaJCTIGN D04P'IENTS.IT 15 WL MBENT CH THE CLIENT AND/OR CavRAcrCR TO CO lw'CATE ANY CHANGES OR - I x OEMATION5 FROM THESE FLML4 TO THE DESIGNER IMMEDIATELY FOR THE OLOISSION OF POSSIBLE LMF h!1 RAI•IIRCATIQJ9 OF" N _ - _ z U- REV6510NSINTNERELD-ANYCHANGESMADEBYOLen.GQ.'ERALCCNtRACrORAND/ORSllBCLNTR4CTORWITHOtITPRIORNOTffICATIONTO LL THI5 DESIGNER SMALL BECOME TIE(E5PCNBI5ILITY OF THE CLIENT AND/OR GENERAL CONTRACTOR IT IS THE RE5PON51BILITY OF THE GENEERAL CONTRACTOR TO PROVIDE WRITTEN NOTIFICATION IN TH✓£FORM OF A CHaPGE ORDER TO THE CLIENT .. � tu � _ . WoRMINGs NIMINER OF ANY CHANCES REOIIRED OR DESIRED THAT DEVIATE FROM THESE.DOOfIENTS BEFORE.ANON WOW,COMMETKE9. I �'.' DECKS —A6) . - DO NOT SCALE ORAWING5111---USE FIGIIR£D DIMENSIONS ONLY-III - - 6 B � _2, �,-m•' S.fr _ _2•I I 1 I AST R EzR SITE WORK: 15E OW I ,� CALL M156 DIG(1-800-482-In U AT LEAST 72 HOURS PRIOR TO CQ'A'IENCEMENT OF My SITE WOW, .. CONTRACTOR,9"1 SHUT OFF.GAP AND OTHERWISE PROTECT NBLIC UTILITY LINES. STRIP TOPSOIL FROM BIIILDINCa AREA AND ALL AREAS TO HAVE A CHANGE OFGRAOE TO SWFACE OF SUB501L STOdCPILE SOIL ON SITE '. 1.y DECK A LOFT BR'4 CLEAR OF NEW/CLNSTR nOH AREA - n / BAOK FILL ONLY AFTER TIE COMPLETE INSTALLATION Cf THE FojVATION DAMP PROOFING AND THE C.ci"1PL.ETE FRAhIING OF THE FIRST R.00R - 1 _ DECK I. V - - ___ ^ Ll 1 F 1 Q UNLESS WALLS ARE COJSTFWTED AS RETANIG WALLS,HOLD GRADE A MINI LI M OF SIX(6)INCHES BELOW SILL PLATE OR IN PARGED BLOCK F.-.( a Y •5 213 L` IF No ELEVATICN5 ARE PROVIDED,GRADE THE AREA TO PROVIDE P05ITTVE DRAINAGE AWAY FROM STRICTURF3 . , " THE ALLOWABLE 501E BEARING CAPACITYINNSTBEVERFIED BYA REGISTEFED SOIL B43 EERF'RORTO THE5TARRCFC"TR=ON 2Q � — I'ti1 �'im• � �� -m _ � T� YU NOTIFY TINE ENGINEER/DESIGNER F TIE'ALLOWABLE SOIL BEARING CAPACITY 15 LE53 THAN 3000 PSF 50 THAT TINE FOMATION5 UN BE REDESIGNED FOR T14E NEW ALLOWABLE BEARING CAPACITY - � S •m:_ _ _ $Z � _ UU a 20 m a Q i 35.99 LYL •DP✓QJfa 95:95 LYL NG u1�•ON ,© L_Jj BEDROOM az FOUNDATION AND CONCRETE: � `t E•1%fx1l�L'z 'u m '_s1-D 2•-li xrt acO....uA4c 13'-4 x12,_b 3- a FOOTINGS SHALL BEAR ON UNDISTLRBED 501L WITH A BEARING CAPACITY OF 3000 PSF MINIMAL IXCAVATION SHALL BE FREE OF STANDING - 1 A oTNb BTFr 1 Y ;* s a� B,4LtANY T WATER ORGANIC MATERIAL AMID FROZEN 50IL MINUMIf10EPTH OF FOLINDATIGN SMALL BE 42'BELOW FINISHED GRADE 3-7X 8 5 BEDROQI� I� �'-6' IB�B� }.a- Lr•tr = 5 ' Z CONTRACTOR SHALL MAINTAIN ACCURATE AND CORRECTCOIFIGURATI",DIMENSIONS AND ELEVATIONS OF THE FOWDAnON WORK TO N DM1 I Z. r O 13'8x 13-1 i' FACILITATE STRICNRA L MEMBERS DOOROFENMG9 AND BWCK LEDGES,ETC, _ _ _ �q-ATTSG _ _ _ _ @ CONE STRENGTH SHALL BE 3000 PSI COMP r IVE STR B437H AT 28 DAYS FOR ALL FOOTING$,TWCMEED SLABS AND CCNCTETE SLABS — — — v ��y I m - -. �� JT` 9LCPf37 ClG —.— 0 r� SwAteSON w I" 4 � bTRUCNiL1L NOT DAD To THE WEATHER ALL OQICREIE DT-MEP TO TIE WEATHER SHALL HAVE ACCt�SSIVE STRENGTH OF 35M PSI WM 5%M_ 'O �1 - 9 - - —IL 2%MR DM4WE NT TO MEET CR51 MID AG SPECIFICATIONS- - - IV 9 5 2H2 NMTIn 216 O 9 PROVIDE ALL PLATE GALVANIZED STRAP ANCHORS INSTALLED IN STRICT ACCORDANCE Wf1H MMIFACTIIRE SF£Gi OR MNGFIOR BOLTS MR I I /12mT _ V2'DIA W/96T0.C;MAX SPACIYx 12•W EACH DIRECTION FROM CORERS AND ENDS,EXCAVATION CCNTP.6=OR894LL FAIID DG NEW - " I 1 l I * ❑ OPEN TO LS F9 0 s �. 1. oa 74!"3 FOYER/PARLOR FOAIDATICNS ADJACENT TO EXISTING FCIIIDATIONS TO ENSURE THAT EXISTING DRAM TILE REI'1AI15 TRACT.CONTRACTOR SHALL COORDINATE �' ®. UTILITY SLEEVES,CNAA5FAOPENIGS,ETG,WITH THESE INDIVIDUAL TRADES CONCERNED. tbt�: q Ssy:T 4 Cyf�-C, SuNs ;., I wI I LIN 20H ry BELOW i WIC A}Y,va P5a-(oIJL-4-SSlu"P ) ❑ LAND f `t SLAB ON GRADE: ��c a cT�T��T(�A mHx vvEfL 6X61o(IowW� PLACE ALL SLAB WORK ON C01"PACTf97,CRISHED STONE ORSAND 4'MNH-ul DEPTH. � 2'�'S IY-I• 13 5' 3 5,-I• 7•-6• ~ -5 4.0- B 6• 4•-0" 7. ALL GARAGE SLAB5 AND SIDEWALKS SHALL BE A MINIMIM 4•CF CONGTETE ON CCt'rACTED SAND FILL PROVIDE STEPS QN AREA WHERE SLAB - •etK5t0 5 - Q CHANGES ELEVATION OF MORE THAN B' - - '/�1 . � 5 3'-'MINI Y I •Iy 3�V2�' 2 7'-9 A 2'-9• 16•_6•. '1'-0' 7'-0• � PROVIDE A 6-MIL VAPOR BARRIER BELOW ANY INTERIOR&AB5 AND ANY OTHER HABITABLE SPACE REHIRED BY CODE .. - K ' a I F'RO•ADE 2'RGID BOARD INSULATION UNDER ALL SLAMARCIAm BUILDINGS EXTERIOR PERIMETER ENCLOSING NABITAL SPACE :. _ 202 14 MASONRY: 9' U FASTEN FACE BRICK TO STIID WALLS WITH CORRJGATE7 GALVANIZED BRICK TIES•I6'O.G VERTICAL AND 32.O.C.NORL wAL MORTAR SMALL BE TYPE VABOVE GRADE AMID TYPE'M•BELOW GRADE PROVIDE PLASTIC WEEPS AS SHOWN ON DRAWINGS 24.O.C.MAX AT ALL HORIZONTAL OB5TRUCT10N5 AND TERMINATIONS TO TIE DOWNWAT� _ uNHEATED BONUS RM � ... ROW OF WATER. _ . INSTALL LOOSE LINTELS OF STEEL AID OTHER HATERIAl.5 WHERE 9HOWRN PROVIDE MINMLIi BEARING AT f:ACil JAMB OF WAND 8•FOR WIDER. ��` O m PROVIDE CONCEALED R,45WIN G IN MASONRY WOW,AT OR ABOVE ALL SHELF 41a EA LINTELS,LEDGERS AND OTHER OB5TR10'TIONS TO THE m ® � � � _ - - DOWNWARD FLOW OF WATER FLASHING TO BE NOT LE85 THEN 5 of COPPER BOOED TO WATER ROOF Cl WAFT PAPER Elm SIGt'S. PROVIDE WEEP HOLES H WAD JOINTS OF MA5OlRY ABOVE ALL'R-A5HIY .. .. .ALL MASONRY BELOW GRADE TO RECEIVE C NE l U V4'COAT OF PORTL.AND CEMENT PLASTER AND TWO(2)COATS CIF DAI'P PROOFING /�' Q PLAN CONCRETE MASONRT•WTS 5HALL-CZ FOW To A5TM O-S0 AND SHALL HAVE A MINII'9t7 PROM STTENGTH CF 2=PSL I � I. � I. � SECOND.FLOOR PL AN Q ~ CONTROL JOM55NALL BE PLACED AT 3W O.O MAX"J*t UNO. :. - SECOND FLOOR 1014 SF " IL 0 THERMAL 4 MOISTURE PROTECTION: m r LINHEATED STORAGE lam SF u -PROAOE COIIMMSLL5FAERIFDHCAUDaERDRWALLRATFS - - .S I I _ _ �. I 5 - ZLU -N9TALL CNLICLD 8E79ET31Ml.qilL2QOPBOY ICLE9,JOM9AM BETWETN/LLOBBIfllRMATEANA(YG TO PFEt'8NT 11E 9FATRATIQ(OFAIRIDBiIiE ND-WATERNT074E BJ4.DMOLfIEWCR Q J,/_--711^-'1` 4 I IH MNOIAMAQZ=LATOCGYIKGGMSTAUMFMS1RICTH,NIFALi1VE*FSCP15CATUe I I I III NOTE$ 1 =PBTAll RMPGM41Q31NSG69'_9P�IED1 PfllIWLFOi RYARS IZECCTI1B047106 I I p a MKFD-LM BE RMMN£.LN B110')SItU.E96 NOIID L\�L/]. -N9TALL Bh BLLDFD PAf4R YQROcF woRTO APPLICATOR cF F�B84 AM CR AW WLT 8V@Yit'S' � II ITKN9 MOd�-CHIN BEARRY,MIN(37 h!BTIIDS TYPICaL N-L CO1D '-0° ^ALL AYd®WALLS AflE 6•RCE9B OTHER V't:ENOf® . FATALL A COGIAM OE AND WATEFtWMD WALL EAIFSPKORTO PoLY ROSf CO.ER FJCIF2D KEANO NATERMlEID'AWB7H62{EEYRD TIE N7ERlOR,°J1f�AAE6TIE PERL'EIERWALLA HALL M�AS( -..M I I MRIO=MTAANf DMA BOAF f)TO9�) WA .. ,. -NRAP E7(IET80RB1LDIYa SDEiWALLS WIDIYOBTIFEBAWbER1VLEE WRAPAID ACLQ'F'AVTOGAfg800fdE'6PF80RTDAFR.ICA/KNWIX(Efd�RFtA91 HATERIMA,: ,. 1 - ' INSULATION: m .{�/DEIOITBETl9lATKN PNIIN'ALL9AtD UDFICm''tFRLCF 9FAT@G",, :. -I FdCF R-70T0N.9' O I O m O B 20)WALL9 R-D VDOFED)V2' - 7xANALl9 R70.OEWL'1316 V1' .. 1 V m IffAT®SLABS: R-l0 pGD ;f _ 9HT Na D{EAI®AAIA4 R-19 - . C TALL 5PAC TK*i S{UNIRBE NBLATED AT R'-70 N DO .G w -N9TALL ptyLATVL/NTO ALL ORAOCS GAPO AIia AROIM DOq•S'AtD WRDOe9 MAW OM1ERM8M71WT{1AYA1101 AIRPF�IRATIQ70RIFAT L050 - . T' OARI AFRED AFEA9 TION µ'O, M.•B. � '.•N%L'ATE;AII DRAM PrM EETWEIN RWT AID SECOND NOORI FM=W.tal ATIRI.. - .. PFT E5MWN%LAPONATAL15ATiF =BSM7MADLA"WVALM .�- ISSUE: wA 1-se-ma NOTES+ f. .-FRAMING LUMBER SHALL BE OOUGLA9 FIROR HEMLOCK WITH ALLOWABLE STOP. Fb•550 psi E°1.200p2'0 pei KILN DRIED�2 OR BETTER _ 'r 36'-0• -STUDS SMALL BE SFF/STUD(WWF'A)OR BETTER GRADE.LIND AT MC 19 - `{ -LAMINATED VENEER LUMBER(SUCH As MICR LAM)5HALL HAVE THE FOLLOWING ( I'-4' 5'-2' - II'-b' 8'-IM 1'-9' P-4' - - STRUCTURAL PROPERTIES.Fb-2800P51 FV.285 p.1 E.2,M000T0 p.i - © -INSTALL ALL STRUCTURAL FRAMING.BRIDGING,FIRE STOPPING ETC.AS PER PROCEDURE • - O LL . OUTLINED BY CURRENT BOCA NATIONAL BUILOING CODE AND THE CURRENT CABO ONE AND - RDOF9H€4THMGTOBEAPAP-ATEDV2'EMEPJOFZGPADE,4-MY'F'LTWOOD. Z R _WALL 9MEQITJMG,IF SHOWN,SHALL BE AP A RATED EXTERIOR GRADE SHEATHING- -BOOR SHEATHING,UNLESS OTHERWISE NOTED,SHALL BE APA RATED.3/4'EXTERIOR I GRADE T4G,PLYWOOD.SECURE ALL FLOOR SHEATHING TO JOIST OR TA.J99E9 WITH Sal I' II II. II v CEMENT COATED OF ARDOX N41L5 AND CONSTRUCTION ADHESIVE(MINIMUM ACCEPTABLE � - � - �� - �' ' � -_ a a .INSTALLATION-SC1ELu w ffi1B,7PL'•lSQR'TO J019TPR£F'ERRED) - - § - -ALL LUMBER IN CONTACT WIDI.MA94•IRY SHALL BE.FRE9911RE 77MA?ED TO A MMIHIP7 OF � 3 iS'-l' �i 3'-2' 3 0.4APPROVED EQUAL TREATMENT APPROVE WITH MV10NIAC COPPER ARSENATE ou I I m I I - ALUM EDGE :�?�,,XTI¢ _ 5TO +'-• . .. -1 1Ln -ALL EXPOSED WOOD FRAMINGi'DECKS,BALCONIES.ETC.SHALL.BEEONSTRUGTED OF .Ix2 TRIM HOLD R DOWN 2' IGYNEN MSUL -' LJL T - - S —C t j, .� . _) T IC 9 d I i ,Tls LPRESSURE TREATED LUMBER ORNATURAL DECAY IES15TA AT WOODS IF SPECIFIED AS SUCH 6W C:4P T - DECK- �. -II L-V L ON'ORAWING5. - _ s CRWN A2l•I-41 2xb I _ m - - ✓— .I v - - - 0 3.5 x H Lri RDC:E -ALL TREATED LUMBER WHICH 19 CUT,DRILLED,OR NOTCHED SHALL BE FIELD TREATED Sd3 RAKE' F I a �{b .@ _ 1 ZMIA®ER 16'o.Q wI f � �(BRUSHED ON EXPOSED SURFACESJ BY ONE OF T14E'PRESERVATIVES LISTED ABOVE - •INSTALL BLOCKING FOR ALL DOOR BUMPERS,TOWEL BARB,SHOWER RODS,TOILET TISSUE }} I 1 O • I 1 HOLDERS,5HELF SUPPORTS.RAIBLIG.FANS,CABINETS.ETC.. t - I 1 I v .. I I _ Q -AT EACH WALL OPENING-ADD ON HALF THE TOTAL NUMBER OF STUDS AI9PLA4ED TO - 2x6 COL TIES UNDER RIDGE.. I - l'- ..6%0• b`-ir 6=0'p 2f2xbFLtiSN CIG Si BEYt�= EACH SIDE of THE OPENDNU:(FULL HEIGHT)AND ADD TWO CRIPPLE STUDS BELOW THE - - NEARER UNLESS NOTED OTHERWISE � U . -ALL CLOSETS TO RECEIVE 9HFIF AIND RoD EXCEPT LMEKCLOSETS TO RECEIVE 5 DOPIER SIDE - EQUALLY SPACED SHELVES,IF NIT DETAILED ELSE WHERE ONTHE DRAWINGS. ICTNEN.. 30 MI1L GN. m �. GN(1)L15x9S LVVLL g . RIDE IDEµCFf¢x'F OEOC :o - RAFTELSWF2x6%_r - . CF 22'k30'. I I -ALL ATTIC SPACE TO:HAVE A MINDIUM•ACCE93; - - f I 24 O)G CLG JST .. : -WINDOW AND DOOR.ROUGH OPENINGS: .. RAPTEM - . ALL SWING DOOR:RO.TO IBE 2 V2 WIDER - f .. m ,o BTVMLVC BI-FOLD DOORRO.TO BE,I I/2-WIDER(VERIFY) .. : .• - .•F - O ®.. BATHROOM DOOR RO.TO SE I V2-NIGHER AT•1-MEAD THEN 1H.AT OF TYPICAL DOORS - .. a 10-0' ib'-0• 10-0' THROUGMDUT TH�IBUILDPI i - = - tE PROVIDE MINIMUM 3/4,CLEa•Ij9NCE OVER WINDOWS TO HEADER - PRVIDEJ1MIhOP13/4 CLEEiARAN�E OVER'COORS TO HEADER I FLOOR AtiYL�P♦=Ii�NG.',i.WMDOWs.DOOR5,ETG- _ - - - .. - 1•-4-IR• 5EGOND 1 LOOR PLAN - -INSTALL.EXTERIOR WOOD'$IDTIJG`HATERIAL9 WITH NON-RU9 wI NON-sTAINRJG . ..:PASTEl.H25: ''_ _ _ - H'x360TA J$TS•*'O,C I OTNER i3(ZIMb W:E991(O7FD- 0 . - - CERTAIN®ROOF MTEM L- : - - 3 sk ns0rl •.:i�( t,1r \ 2x6CAPO12x4C4NT 1tmEFi#IDBNCE' - - - - d STRUCNI'AL ug TOP.PAL ROOFERS SaZ=A`ID ._ na nTa. F L WNTEWAARD 24• EAVE%12 - • aa-L -I . 2.2 BALL.USTERS _ - EA510E VALLEYS 412'.SIDE e 5 V4'O/C WALL DMIDITIOfS OYER W- - ILYNOM R-30INSIL W PANEL SYSTE10L 2x10 IADEZSIDE 6 FIXf DECK - � � Z(�`J'. � - 2x4 CCNT SKIRT RAIL 240 RAPERSON(2)US t ALUM FLASHING UNDER DOOR - - PLATE W/SRSxSON N2.5 W/ .. _ LLLJJJ (b18d NA1lS }}{ . - ALUM DRIP EDGE � 6'-6' 'D=11' 9,-I• 6•-6• (2)F'OSTOo4-0'M-'q/G W/ _-_- b12 TRIM (L Vl+OIAFW318d_`TS - 3/4'PLYWOOD SUB FLOOR ON - ,.- - - 2 x e P.T.JETS 4 16.O.C-' Ll5.14.RIM JST DECK Ix8 FA,9C K'k 360 TJI/Pfd7 FLOOR .. - ..WA14ER a 2x8 LEDGER ko ROIJG o'.360 CENTER s S - .. (2)V2'THRI BOLTS ..2x6 P.T.SPACER•24-0/C - � 2 x 10 P.T.c PERIMETER 24'O.C-STAGGERED 2.4 DRILL HOLES,CAULK HOLES I.I - . ..AIM FLASFNS OVER ICE -THEN TIGHTEN BOLTS DE MLO 4 1 Rll7&9-20 N9UL MIN /� o (WATER SHIED BED HLDG AZM''IS - 4 RT1�' .. - /�v l=/ . - 5/4x8 FRIEZE "8=0'' 5 W-3• 5 3'-2• Yi IW-4' 5 CEDAR%t4KES OR RAIAE 2x6 EXTERIOR WALL I LAP SIDNG ON 9GE SLIOMR� W/,5 V2•R-20 ICYNENE M.>tUL . PLUS TYPAR OVER V2'ZIP V2'GYP BD Gr 1-- . PANEL STSTEN ON 2x6 SRUD9' QO I. to Q - '}- wont $ . . - PATIO IO �21c8'P-T.SILL PLATE Ha¢SLJOFR FLUB TYP ' $ E. R o ON V4.91LL,SEALER OVERLAFF'NG ALL11 RASHNG _ CN V4.51LL SEALER m /. p C G �;� - •DOORS OVER KITP.T.2xlDSKIRT •DOORS Z CAR CsARACsE 1'� kS P-T-TRIM - 4•GONG SLAB eD. .4•CGbIC SLAB m - PATIO - T`J • p,( 4'CONC SLAB ON ON 2•RIGID M5UL N.COA NLINJ➢.1=I0saTRB1 I ON 2'RIGID It U 1 BL1K°.,Ib I SLD T. GARAGE 4'COMP SAND BASE COL TO 4 BB.OBGR4i0E - - 0 �- COVERM GID MIL 3 - ► g - ERRIDGE o _ �IL '�l' u I ~ FINISH GRADE VARIES = IL LJ-F DENT ALUM TN b MIL V15QUEM4 VAPOR BARRIER 4 x 6 P.T. BUI4 W/ 5 m O . - SIMP9GN ABU46 GALV ARSE. � � F - -. ' . EPDXY SET W/6•EMBEDMENT 10• 9/B�'O ANCHOR BOLTS I8•- :5/8 O ANCHOR BOLTS • '6-0.OG,I'71N0'1U•1 OF ..W. F f (2)PER 2x6 AND MINL.&' // °I '' 'R. S W/V2'DIA ANCHOR BOLT IN 6s0•OC,1'IMIF6JI.I OF O. 12'DIA x 48•CGNG FTG OF PER 2R6 AND MMD'M1, '.I 0 OF 12'FlaXt EACH CORNER OF 12'FROM EACH GORIER 's fORl04A 'y - _ .. b Z � 2'(R-10)RIGID PERIMETER INSULATION ..2-(R-10)RIGID PERO•IETER INSULATION O 0 - L L/ 10'POURED GONCE7E 10'FYJUFED CONCRETE '4•. LEVEL jr 7. 4 N- J,.� A . - 'a•: -. FOUNDATION WALL - FOINDATICN WALL % - ® - Oj - O w TILE W/PEA GRAVEL /pp �'R3IaY 4' LV L- $ 3 x AND FILTER FABRIC' �_\ ^Jl AND FILTER GRAYABRI L 4 Z__ OVERSTONE OVER STONE 5�1.5,�YI LVL FEARER 3;,'Ar'LVL HEADER 20'AI0'.CONT�S • ATE INCs S `; 20k10'CONFo OS 3,-3. 3 3,-3. 2 - �9 ',3 3'�.... 10-0• 2' !<1 CONCRETE a.. _.°.. W/!3)SCLNT.oBOTTOM " ,.° W/!3)SC RT. BOTTOM .. P-S. Ic8• 36'-O'SLAB'�-4''BELOiF'fF.. DECK DETAIL DETAIL a DOORS WALL/ROOF 5EGTION : SHY NO. - FIRST FLOOR PLAN _ - W/Fn6•bl'bWWF 012'TID NIL OVflx 6 IL _ . - - - VAFORBARWEROH4 WELLCOV 11205 d137PLL `tif. -. .. :._ . ` ..' -.. " .` 't-./TLC. 3/-��-o'• _. .. . - - .. N �� . . � - Y4 bU1E99 I.i F THE FOLLOWING IS/ARE THE BEST IMAGES FROM POOR QUALITY ORIGINAL (S) I M -A--C �&� -F DATA , i ^ .: , .' . m8 a tp 777 Oki 1p Lo I : v F 4 yr J 0 a 'a , » Y :'r` � Ate:..- 1. ,w, �• •I �c a Mm 17 ' :k:« /5k,< (,- }Yt', R:.'.:..:.y^ #� � ,; a •,sR--�.La•i�•'�L'�d,4� .-, L N : �III Ql .a� .. - .. El p Elk t ' f I , s TS- `58 ELEVATION Variances Requested: AUGUST 21, 2007 TOP OF FOUNDATION 18. MHOOL SST SEWER INVERT AT FOUNDATION 14.85 CHAPTER 360-1: TO ALLOW SEPTIC TANKS TO BE 33' SEWER INVERT INTO SEPTIC TANK 15.53 e�{ & 80' FROM THE TOP OF A COASTAL BANK (STATE SEWER INVERT OUT OF SEPTIC TANK 15.23 LOCUS DEFINITION) IN LIEU OF 100' SEWER INVERT INTO DISTRIBUTION BOX 14.71 CHAPTER 360-1: TO ALLOW A RESERVE AREA TO BE SEWER INVERT OUT OF DISTRIBUTION BOX 14.51 } 88' FROM THE TOP OF A COASTAL BANK (STATE e � DEFINITION) IN LIEU OF 100' SEWER14.0 HB FOUND EME Of BROKEN PAVEMENT BOTTOM OF SAS. 12.0 VARIANCE REQUEST APPROVED BY THE BOARD OF MHB FOUND GROUNDWATER OBSERVED AT ELEVATION 3.0 LOCATION MAP HEALTH AT ITS AUGUST 21, 2007 MEETING. REFER TO � or LETTER BY BOARD OF HEALTH DATED SEPTEMBER 4,2007. /• p p L say LOW GATE , 2i8/*N P-78W too. �� NSTABLE SOIL EVALUATOR: BOARD OF HEALTH AGENT: PETER SULLIVAN DONNA MOIRANDI A—t TEST PIT 1 TEST PIT 2 % ZONE C I a G.S.E. = 16.5 ov G.S.E. = 16.5 I I A-z LOAM 8: SUBSOIL LOAM & SUBSOIL • LOT 1 �• y a 18" 18" SILTY SAND/MED. SAND SILTY SAND/MED. SAND CB/DH FND P��G\P SB-036 ./V• MEDIUM SAND MEDIUM SAND s N�F P i a j� 55 138" (ELEV 3.0 138' (EL& 3.0) CNS CB FOUND SB-02B s NDATO EL = 16.05 EIfK* D FOII11/22/ N GROUNDWATER OBSERVED GROUNDWATER OBSERVED •z E` 1 (LOCATION WItE 11/22/09) � -01 P 9 -owss,so i _ 4�� o SB-01 AT 138" (EL 3.0) AT 138- (EL 3.0) p u�uuro -' ZONE 8 NEW PIPE (SE 3-37M) Z OF p SALT a ZONE Al MARSH _ •• P ( EL 11 ) WRA-7 - •• � � / �PL�H OF Olt A-10 p� EPHENG i �_ - - �= s 3 • / N/F RICHARD F. SEELEY, ET UX. 99 9 0� ��, 4 �/ / EXISTING WATER MAIN 3Q21 S A L T _ ,�, / i (LOCATED 10/ 9/09) a MARSH EIdS?prG ( • �o ' A-tt �s°��ONAL (FIELD �,70) 37 359 Santuit Road A-z '� EXIM FOUNDATION Q 1 ,/+ j/ DRNEW PROPOSED a Y-/-20/o AL T.O.F. 18.9 �A NSA� . / / � Cotuit, Massa So. (LOCATION DATE:%0/15/09) �' �' ALPREPARED FOR /� r 1500 GALLON oLar. eox �s .�` ; A-12 Robert R. Benedetto °° SEPTIC TANK i �5 w \� 12' X 40' I' 1 EDGE OF ABANDONED TITLE ASSESSORS 359' f LEACHING SYSTEM E. P.-- j CRANBERRY BOG DEFINED BY 1. 2-5-92 N A-SERIES Septic System Asbuilt Plan MAP 20 PARCEL 3 -1 ' t EN9R 9-3-90 - SOFED SERIES FLOOD ZONE Al (EL. 11) do 8 ! r t B X M �N1r ZINC. A. P. NiF �o c�/eH F"o • - . ►! 9-27-99 BAXTER NYE ENGINEERING & SURVEYING N BEN EL.=16.19 42.90 I PROPERTY LINE "_t a RF sevQ Registered Professional Engineers and Land Surveyors AREA MINIMUMS 560 S. F. 1 78 North Street-3rd Floor,Hyannis,Massachusetts 02601 FRONTAGE = 150' j y FRONT SETBACK - 30 Phone- (508)171-7502 Fax - (508) 771-7622 SIDE SETBACK = 15' 40 0 40 80 REAR SETBACK = 15' 0 20' BUILDING SETBACK LINE o FROM CENTERLINE OF SANTUIT }- SCALE IN FEET ROAD - UNDEFINED PUBLIC WAY R SCALE:14 = 400 DATE: APRIL 1, 2010 DATUM FOR THIS PLAN IS NGVD O 3 REV. DATE: REMARKS Q N a a SE 3 . 4203 CPP M O Obi 0 Amended Order of Conditions Septic Permit # 2009.204 Mww MAW / w 0: 1995 95036 95036c 2.dw 95036 M O C) 0) 1 2 3 4 5 a co x 621-211 4'-O" I=q„ .17-611 I,_q,7 bi 4'-4" 20'-6" I'-O,I'-q" ID,,.On 1, „ 5,_2n 51_611 0 ' 1'-6 I „ 11 „ 11 „ I. : a.3 w b-O 3 1 20 O 14-q I l i TYPICAL WALL GONSTRIJGTION - A HARDBOARD SIDING ON 1/2" 055 SHEATHING ON 2x STUDS • 16" O.G. (SEE PLANS) W/ BATT INSULATION (R-Iq) ON 6 MIL. VAPOR BARRIER. w I Q IN - 1/2" GYPSUM BOARD ON 2X4 STUDS O I6"O.C. (U.N.0) SEE W z N GENERAL NOTE VII. z �% I2. TYPICAL FLOOR GON517RUGTION3 a a I i 1/2" F11415H FLOOR (OPTIONAL) ON 5/4" TONGUE AND GROOVE Q PATIO �lO 1 SUB-FLOORING ON FLOOR FRAMING. Q g �. I ( S Q 5. TYPIG�kL CONCRETE FLOOR: r 4n MIN. GONG. SLAB W/6X6-WI.4XWI.4 W.W.M. ON 6 MIL. POLY VAPOR ^ tD" y - — — — — — — — — — PATIO — — — — — — — — — — — — — — — r BARRIER ON 4" MIN. COMPACTED GRANULAR FILL. Ito I 4. FRAMlNz 81 2x10 .J. • l " O. I 2x10 D.J. a Ib;" O. USE 2••2XI2 HEADERS WITH 1/2" PLYWOOD UNLESS NOTED co 110 i 5060 FR. DR, W/ THEY TO BRIS THEY RUN TO BW 60810 DBL. FR. DR OTHERAISE, AS IN GENERAL NOTES SECTION VI. G-5. ALL OTHER I 1660 SIDELITE5 WALL 20'-0" ON I WALL-20'-O" LO W/ 1060 51 ITES FRAM NG SHALL MEET REQUIREMENTS, AS, STATED IN GENERAL NOTES, SECTION VI. CARPENTRY. TRUSS MANUFACTURER TO - Q I I 4 ET SPACINS Or- ALL TTRUSS MEMBERS,SIZE FOR IND II C FASTENERS, ED DESIGN S LOADS. (MAX.SPAG NG-24"O.G) W I m ' K/10� DEITE5 m 5. 5TRUG'TURAL: I, (2) 13/4xl1 I/4 LVL A _ 13/4x I I/4 LVL THESE PLANS TYPICALLY ARE DESIGNED AND STRUCTURED TO MEET pROPpEp - - 1 3/4 1 1/4 L y = 2005 I.R.G. (MIN) REQUIREMENTS. ALL PLANS SHOULD BE VERIFIED TER PRWFIN6 1 Q WATER PROOFING � KFST. 4 BY A LOCAL REGISTERED ENGINEER TO MEET ALL LOCAL BUILDING All designs and plans contained in CONTRACTOR 56 GAS, z n ;q 1 VI�I�BY CONTRACTOR q'G i CODE REQUIREMENTS. these documents are the original FIREPLACE T. x� t I Ic n m work,owned and,property of yq/ }g/1,iQT1.I T. C41 t N � Homeplans a part of Move. Any AS PER I I tv 1 s rouse or reproduction of these I OWNER MM55 tf documents In part or whole Is strictly B i = '-10" prohibited by law without prior written consent from Homeplans a part of _ _4 I KITG� _ O 2X4 C.J Move. Notes and Dimensions are = u �'"'') FI " WOODBURNI -O' i h 2x6 R.R subject o change Sr a d��g re�. I M. BE RM. 1 s qr G Consult state and local building +� I I LG 4 A to dp to O q GL.6. m r O • regulations andlor _\' '1 ''i — • consArchtruction related a edner tot am = FAMILY RM. _e , X - ry ■ l t`I r documents. Homeplans apart of vauw x ^ = Move assumes no liability for changes made to these plans by fAl 8'-5" —_ • 4'-2" 5'-1" 1'-lo" 1'-10" 2'-2" l8'-4° ! 2' 8 4'-0" m 5'-0° '-6° '- ' others. I — 6X6 POST (D Homepians a part of Move Ill s 2001-2007 II 1 ' tiry�ro ' m2xb �LUMBINS V - r _LINE OF UPPER FLOOR_ __ __ ?a 11 'I/8" L Q _ ••• l 2xl2 ' = I I� (3) II '1/8" LVL FLUSH I FLUSH - - - - - -rm xb Di i it 4 = 1 2668 = n � O WASHER DRYER p .r -_ t7 m I O cr l ( i 1 �� I-JST5 _ IA r- _ 'cS I i a >p In l _ ry TIL. m� _ e ICI_ m • 12 O.G. � ? — I tf � q' GLG. � o q Lis. c"� I�; " — n „ n 0 JAOUZZI ne I 2"x44' _ _ Z-4 O 5-b to 8-O i ' - oWc w = m to ' 'rry'- 2868 ry= — _40_66 0.O. 286b — a w �ii z ~ O = m l (2) 2x12 2) 2A2 — -' z O = O 1 O � _ " N Z W .Q W W $TOR. to n `� ( O CO IRI5 o tV � n � 2068 4 p VOLUME 6 N N V-6" 5'-•4" II'-2" 4''-2" RAILING AS REQb $ - z5'-II" �5 '-3 5'-10 5'-10" 12'-2„ I �-\ - - - - _ o �- IR15 I I �� DININC,I 1, GL6. - O ' I ' UL BEARING WALL `O�I11� I z m LINE OF SLOPE 'e I� Q ml mi �e 4" RISE l \ ' a m w o z I r _ o 2x8 G.J. r l'I , , l I W 3 w -® 161, O.G. NTRYco = n I I voLUME LIVINC7I11� , I I 1 � / �� rMFf'P'•t• .. .i.•?i 9:Y calf;,;ai•:11fi01as ' LO 1 I i/4 ?J 1 5/4xl1 1/4 L I ( I I!R / v a;7::d�, ...•sty '.,?/�(iN'P,t) }t„fS iZil:ra IiNi's:.'i,i.i i/S1. 2) 5/ LVL I — / I I 2 2860 CH I = 2 5080 I // ' 4 dorve ,ty1 i N ' 41611 4' 8" 6'-5" '-II° I I #DzizlIgn Service dfia 46',a 4�ii;.Ii ! 3 GAR C R GE / andjor afar rrctiozvs Ware ,6:a7Cd.'4'! srfi Y13t�r '1yQ1 s: O = I ( / Cit:t:.d:EiaOr:';.il9ii,E1�£7'S+kts�ll f:�a$t(A8d1`. 10 i CL 2„ 1 %3k 1 '- " 1 Aar::1 .�__. .. _., ,. _ `..._ . I - ,......�......,.,.... �...,,•.,,......... .....,...- ' I I, that are not reported.l888)2tt6 ";4..V' / 1 2 DH i 2 OH LVL FLUSH i o LVL FLUSH I M-Nd— - 2) 13/4xil i/4 LVL 7?� 13/4xll I/4 LVL I / i PAIR 8x8 BUILT IF 3 _ 14" 1- T5 - I WOOD COLUMNS i 6 —0 161, O.G. - 1 Z 12s I I -O 1211 10'-2n n R UPPER LEVEL FLO 2R LINE COVERED -- N- 2 POR./H \\ I b �° "' OFYC,YJ�. tn 6 I LIL 4 b �J TO Xttk.?`fir' C.'al'I?i:3:k:clGNI / a• Qt T,aE i.i Cull G.^"{ S A:+: t' L_ — — — — — — — — — 2 PH 2 DH C Z E 5'-On 1-O" 10'-2s - ,-On Q ATTENTION 621_211 All material quantities and quality should be verified prior to ronstruation by owner and /C7 contractor. Contractor to verify all dimensions and should not scale drawings. Contractor shall be responsible for all utility locations on property and compliance with local building codes. M Changes to plans may be required by local building codes; owner and contractor to be responsible and should verify that these plans, details and materials meet minimum requirements for area of construction. These plans have not been reviewed for seismic or high wind areas. LEVELII `� Consult local engineer for requirements. PROJECT NUMBER:MAIN FLOOR PLX If changes are needed, please feel free to contact Homeplans Design Services at 2007-155 1/4" : 11-0" 1-888-266-545cl and we will be glad to help. 1 2 3 4 5 u t� LL y 62'-2" 01 E to ,— w A 2'-O" 34'-0" 3r�rr go V FL Ib-4 is'-b" � 01 w � z Z 3r rr 3r�rr b'-q" b M 1 � � w p8 RAILING AS FWD FRAILING AS REQ Q LINE OF 5 Y NLOW LINE OF ® Y BLOW - - -\ - - Q PECK / I WAMM PROOFING WATLR PROOFING / I L % BY GONTRAGT i 404► 8Y CONTRACTOR b 266b w w I 56" N W/HEARTH I VOL FRAMING All designs and plans contained In I }''�Q SICYLI6HT ('IYP� $ 1 _ these documents are the original a I ned and property or BrE 1 M• 2 y(` • Ho eplons a pert of Move Any b' GLG. `Q rouse or reproduction of these I documents in pert or whole is strictly — prohibited by low without prior written B tV ( q'-1" Z'-4" I I 181-4" a ( \ I �'-2" V O b1.6" I ; consent from Hbmeplans a part of '� O V• I \ I rr D Move. Notes and Dimensions are subject to change according to local building codes and site requirements. p a I204D I OPEN TO 12040 I f`I 0 I Consult state and local bullding e L- — BELOW L — �I ly Arrchetions and/or ect/Designer prior to II I construction related to these i'—O' ✓'-b" '.6" N documents. Homeplena a part of i Move assumes no liability for 4- changes made to these plans by . (2) 666 . WAL.L a 2x12■ � — others. ' OR& AL.L - - - - - - -- - ry — — — — — — — — — — LINT=N n 2xiZ IRIS � zoo�i ion a part of Mope b IRI3ci 2668 2xl (2) 1 3/4xlb" L FLU3H O6 _ r 2x6 PLUMBING HkLL 26" (2) 2x12 (2) 2 12 � �o • $NT� PEN H 3� � � � O TO RAILING A3 REQ'D BALCONY BELOW0 F`� b' GL6. N• BR6. BINS NW.L I (2) t 3/4xll 'I/b WL FLUSH I /4xll '1/b O I o ~ 2) I 1 - - - - (2� 2bbb O D S — FLUSH ?a 1 • -' W J _ T�I 2 I Q w z ? IJJLu _ _� Z I \ I $FDRM. 4 I 6 I a o � ° \ I O I ___ _ __- _ _ _. L040 OPEN TO V O 8' GLG. i - O 3 brt �L)N G To w BELOW ° NIER e10 l a SHO o u�i I I x6 G.J. F 16" O.G. U. ( D - - FL-- GBL R.R. I I z 0 I ( 4'-I° 2'-4" a 2x4 G.J. 2x4 G I 0 I b"_O.G. • • 16" O I Is z UNHEATED,D. STORAGEEA� ICE KNM IWALL b' GLG. I ,...__. ,.. _._. ..... .._.-.. .. _... . z (V I I n Important co I I I ry I Cmitromtor/Bulldem shall verify all condh;ionx (v s�50 t i and dimensions before beginnint,construction. Q — ( m 1= Any discre,panvies shrill be reported to I I I SLOPE I ( €•iomeStpies design service for,lostifi•catianl I I I An+' or^.orrections'before proceediog with work CD �t Cooreorinitilders shall ollsti me lvsponsibilky W I • 3 — —— I __ I_ tot,all errors that are not reported.MR)26&3439 Zxb G.J. _ I � _,........,...._. .. .,_. ... .__. . c— �- I � �—• Ib O.G. i _ 6 I I R sr � I � R I r � O N tea. 2 ec ,rorvt MP cn U tb • D Qx * :e e.011 mM r s s,,r 0 k ^♦ 1 ell l�Y d 1 Stl r,� �► By Al.l fit. S: .I�;,IYi•Ir•Irs s 08L R.R I � p jMA UP hing of F':rbAle s(n O plat s C3trasi+ners ° • ( I �j A t, TO titOJ,t�p VR•ft. :k EkSF CAt t THE DESICatFFx TO• a e�ee�� CD OBTA�+ OBTAIN Re *e4 OFTN,$PLAR.epv PH (D .... C D 3'-4" 2'-10" 4'-6" b'-S" 4'-611 Br_.'u 4'-3 It 15'-5r n Br-gln " 6Z'-2" W Q ATTENTION cn All material quantities and quallty should be verified prior to construction by owner and contractor. Contractor to verify all dirnenslons and should not scale drawings. Contractor shall be responsible for all utility locations on property and compliance with local building nodes. U') UFFERLIE\/F.L FLOOR FLA Changes to plans may be required by local building codes; owner and contractor to be M responsible and should verify that these plans, details and materlals meet minlmum requlrernorits 1/4" ■ 11-0" for area of construction. These plans have not been reviewed for seismic or high wind areas. Consult local engineer for requirements. If change* are needed, please feel free to contact Homeplans Design Services at PROJECT NUMBER: 1-666-266-543q and we will be glad to help. �OO'7w�s.35 • 3 I 155►UE: R/A 1-29-M STM ToGRAGE Sym TOC*A= 3-15-09 P 6-4-09 DOOR 5CHEDULE 5-t-09 64'-0' DOOR FRAME l-13/4' 8=0• ll'-51/4' V-6 V2" co a� NO. SIZE TYPE SWING FIN15H TYPE FINISH THRESH RATIWj HOWR REMAWS 5 • 001 2'-8 X 1'-0 INT PT. LDF PT. 2 2'4r' -0" 8=8 8=8 '�• T�4• 1=4• 6'_0• 002 2'-4 X 1'-0 INT PT. LDF PT. MRBL - 3 DECK ® 7 N 003 2 4 X '1 0 INT PT. LOP PT. 004 PR I'-8 X -l'-0 INT PT. LDF PT. MRBL 2 VEIL'W/OWt�R a 118 119 � 1 LVt. • � X 005 2'-8 X 1'-0 INT PT. LOP PT. 4 � � � 1 14x1�4 VIA �. WA O 006 3'-0 x 6'-8 EXT PT. LOP PT. ALUM. 1 �— _—� L- SCREEN PORCH / \ � ,� 001 3'-0 x W-8 EXT OUT PT. WD PT. ALUM. - 1 I I I IWC / NTED LITES t W:STRIF'NG tFsz 3. ' LKI6 I' 5 V2' 14'-0' 5 V2' 9 5 V2 2=0'008 PR 3 0 x 6 8 EXT OUT RT'. WD PT. ALUM• W W VE 5 4?Y 5 0' 0) C 101 PR 2'-8 x W-0 EXT PT. PT. ALUM. - I = J I MASTER DROOM 10Z 2'-4 X 1'-0 INT PT. LDF PT. - 3 W i r J I I 103 PR 1'-8 x W-0 INT PT. LOP PT. - 4 ARCH TOP VERIFY W/OWNER TOP OF W L 8=1' 3 - ,� NEAT-N-" .� 104 2'-4 X 1'-0 INT PT. LOP PT. - 4 �► L a I WMAP VBtT F.P. Ln w�nA4�e,LE Ott 105 2'-4 X -1'-0 INT PT. LOP PT. 4 N 122 'n �}- ;J 120 +n I M qj 106 2'-4 X l'-0 INT PT. LDF PT. 4 co IEEEFRA !i MX*- 4 .r t,,f 3 T'FOR lFO TWS ( ,i � GREAT OM J 10� 2'-4 X-1 -0 INT -PT. WO 10T Lu 108 2' 8 X `t'-0 INT PT. WO PT / � NOOK � � DINING ROOM 109 2'-8 X �'-0 INT PT. WD PT. ALUM. 20 MIN I 3 ;� D 110 2'-8 X �'-0 INT PT. WD F'T. MI ( -4• :� 1= 1' I 12-6 V2' I 5 " 3=) V2' 3-1' l U ' 3=6' 3=5' 5 ' 6'•r �S 111 2'-8 X 1'-0 INT PT. WD PT. 4 _ ® `r . �--- CAND 112 2'-8 X W-0 EXT PT. WO PT. ALUM. 1 © . ��fx9'h.tVl. `� OFM in A • Y REF 113 2'-8 X 8'-0 EXT OUT PT. WD PT. ALUM. I �' ` / ( j �V 'r 1- I -- - - -—- - a 114 2'-8 X I'-0 EXT OUT PT. WD PT. ALUM. 20 MIN f y 1.-3'.�5 / I i \_ — — — _/ CL ICLI- . ALUM. 1 �' .25 x 1 F'8L GOL 1'-6 -6 -6' -s WIC ;a 115 2 8 X 1 0 EXT PT. WD PT. a, ` II6 18'-0 x W-0 O.H. 110VERHEAD DOOR MODEL 391 5 ka V-6 V2 5 1 is _ 0' 13-I 3-0• -f 4-2 8-9 VZ :0 5 Z III 9'-0 x W-0 O.H. 9OVEF6 4EAD DOOR• MODEL 391 — - - /p --- —. —• - 02 EXTLy PT. WD PT. 1 'NAF zv STORM OR 0112300124-0 119 PR 3'-0 x 8'-0 EXT OUT PT. WD PT. ALUM. 1 IWC WI A I DW 1©I TR I t5 {�K�LVI. psc. CA3EA • 118 2'-8 X6-8 /VENTEO LiTES s W.STRIPNG �• 120 PR 3'-0 x 8'-0 EXT OUT PT. WO PT. ALUM. 1 IWC W/VENTED LITES t W STRIPNG N ,•� CASED KITCHEN 121 PR 3'-0 x 8'-0 EXT OUT PT. WD PT. ALUM. i IWC W/VENTED LITES t W.STRIPNCs ZT 122 3 -0 x 8-0 EXT OUT PT. WO PT. ALUM. 1 IWC We VENTED LITES t W.STRIPNCs P RLOR (MASTER 5 \1 N � N 3' 5t-1 —�•. 4=8' 3=2' W-0 V 2r 5 W=11 VY 4'�Ii' 3 201 2'-8 X 1'-0 INT PT. LOP PT. - 2 = KT 202 2'-8 X 1'-0 INT PT. LDF PT. - 4 r�j__ ?.. L �L- ►Js 203.. 2'-8 X -l'-0 . MT PT. LOP PT. - 2 ■ 108 ' I FO�ER 204 PR 2'-4 X *1'-0 INT PT. LDF PT. - 4 '- ® ` I ` I tu5 II LAUNDRY MUD RM ( � O 205 2'-4 X -0 INT PT. LOP PT. N C 206 2'-8 X �'-0 INT PT. LDF PT. 4 � A 5 V2 f tam 2'-4 X V:0 INT PT. WO PT. MRBL 3 2=0' 5 V2' 8=10 V2' 8=1 V2' S'-0 "' 1'-6' 5 V2116 '_' s{•- X �r _,- 208 PR I'-2 X 1'-0 INT PT. WD PT. - DBL ACTING WINCES W/PUSH PLATES L eo 205 2'-4 X 1'-0 INT PT. WD PT. MR13L 3 'N O bi 0 210 2'-4 X I'-0 INT PT. WD PT. MRBL 3 U 211 2'-8 X 1'-0 INT PT. WD PT. 4 5 V2' _1� I I i I i I i I 34'• ® 1' 5 V2' _r 2-r VAT 8'6' ' 4=0" 3'-6' T-0' 3_6. N 212 2'-4 X W-8 INT PT. WO PT. 4 `r ,r,nn tLITE I I I `� I I I I I I ite "� V D 213 3'-0 x 6 8 EXT OUT PT. WD PT. ALUM. IWC W/VENTED L TE W.STR 1'IVCs 214 PR 3'-0 x W-8 EXT OUT PT. WO PT. ' ALUM. I IWC W/VENTED LITES 4 W STRIPNG 215 3'-0 x W-8 EXT OUT PT. WO PT. ALUM. 1 IWC W/VENTED LITES t W STRIPNG 114 APB k�w.S. 216 ATTIC ACCESS INT PT. WD PT. EXCEL 25 V2 x 54 R.O. bD�h nRw *` tL PAUL v�. D Z: EXTERIOR DOORS ■ THERMA-THRU OUT 5WING,THERMAL BREAK SILL t WEATHERSTRIPPING (, STRUCrURAL swnN,aN N ■ INTERNATIONAL WINDOW CORPORATION OUT SWING P p V q' �j 11 Z.5 w /43" �0D 1 Na 35334 y EXTERIOR FRENCH DOORS O � 51 M PSDN K THERMAL BREAK SILL 4 WEATHERSTRIPPNG INTERIOR DOORS ■ SIMPSON ENCORE DOORS 13/8"STYLE 8512 PRIMED LDF OR EG A AL D 5 A 30� S ^� ,�}1„(, ?1iM;��, VERIFY STYLES W/OWNER (o l j D9 �-- WEt 5Ef 1N Golvc,Rdt'ta o� Da11,1, fi tiPoXY 3>�'[ � F I RF FLOOR PLAN HARDWARE LEGEND ABBREVIATI�S � TED - ALL DOOR HARDWARE TO BE BRUSHED CHROME,LEVER STYLE. g _ STAINED INED O ALL Mgt MWRWALLSARE 2x4$I"UNLESSNUW - ALL DOORS TO BE KEYED TO MATCH WD _ WOOD W O MICRO-LAM BEAFIM HK(3)2x4 STUDS TYPICAL.ALL COIVITIM 1 - LOOSE-PIN HINGE 3 - LOOSE-PIN HINGE HM - HOLLOW METAL PR AA W.6 . O ALL ANGLED WALLS ARE 4S'MI MS O?1 W WISE NOW KEYED DOOR LEVER PRIVACY DOOR LEVER r � J 0 WA1B2t�TANfF)R1rWALL(6RE�l80AIlD)T08EtbED ► �i DEAD-BOLT �- ' N ALL MOISTURE ACAJ'�p.AT➢�1Cs AREAS!8r4TH6,,SH1NR3) o� 4 - LOOSE-PIN HINGE 5 - BI-FOLD HARDWARE a' IL Q 2 - LOOSE-PIN HINGE PASSAGE DOOR LEVER PULL LEVER r- KEYED DOOR LEVER Q rA 41A N W, 8. 5-t-09 3 CAR GARAGE nn ' � COURT YARD to 0 WINDOW 5CHEDULE ❑ 2 5 5F FIRST FLOOR WINDOW PELLA 25 SERIE S VINYL WINDOWS LOW E W/AR13ON • R5 L R I.D. TYPE MFGR DATA ROUGH OPENING REMARKS 21 -0 x 33 -2 1, 038 5F SECOND FLOOR -- i FOV • FIXED OVER VENT l A FOV 2-0/4-6 2'-0 x 4'-0 ~ VGW • VINYL GARDEN WINDOW Z B FOV 3-0/4-6 3 -0 x 4-0 3,103 5F G FOV 5-0/6-0 W-0 x 6'-0 AWN ■ AWNING D FOV 2-0/6-0 2'-0 x 6'-0 TEMPERED CSMT NE NT 118 E VGW 4-0/3-11 4'-0 x 3'-11 VSE SKYLKsHT(VEL.UX) 1 12 5F UNHEATED STORAGE F AWN 3-0/1-6 3'-0 x 1'-6 TRAM ■ TT'RANSOf"1 � . 3,815 SF G AWN 4-0/1-6 4'-0 x 1=6 H CSMT 1-6/4-0/1-6/4-6 1-O x 4-6 EGRESS 5 • r.. 2T-1' J CSMT 4-0/4-0 4'-0 x 4'-0 K VSE 306 30 9/16 x 46 3/4 SELF FLASH F 1 X C-0 9HT . L CSMT 2-0/2-0 2'-0 x 2'-0 ROUND ® `v M CSMT 2-0/1-0 2'-0 x 1'-0 HALF CIRC. N CSMT 3-0/1-6 3'-0 x 1'-6 HALF CIRC. v 1'-0' 14=0' O C5MT 6-0/2-0 6'-0 x 2'-0 ARCH TOP COORD W/DR5 P TRANI DT9210FL 9'-2 x 1'-01/2 14 LITE GAR OR TRANSOM 15SUE: fWA GENERALNOTES: 1061-29-?J9 3-15-05 -4-09 ALL WORK TO COMPLY WITH CURRENT LAWS,REGULATIONS,LOCAL ZONING ORDINANCES AND NATIONALLY RECOGNIZED CURRENT BOCA AND CABO BUILDING CODES. DO NOT SCALE DRAWINGS111 USE FIGURED DIMENSIONS ONLY111 -� VERIFY ALL DIMENSIONS IN THE FIELD -NOTIFY DESIGNER IMMEDIATELY OF ANY DISCREPANCIES. 2-0" 10-0' tl'-4' 14-a" 14-8" fiLo" CONSTRUCTION DOCUMENT NOTES: IN U51%THESE CONSTRUCTION DOCUMENTS,IT IS INCUMBENT ON THE CLIENT AND/OR CONTRACTOR TO COMMUNICATE ANY CHANGES OR DEVIATIONS FROM THESE PLANS TO THE DESIGNER IMMEDIATELY FOR THE DISCUSSION OF POSSIBLE ll fOFEW N RAMIFICATIONS OF SUCH REV15IONS IN THE FIELD. ANY CHANGES MADE BY CLIENT,.GENERAL CONTRACTOR AND/OR SUBCONTRACTOR WITHOUT PRIOR NOTIFICATION TO LL THIS DESIGNER SHALL BEGONE THE SPM151LITY OF THE CLIENT AND/OR GENERAL CONTRACTOR I � � IT IS THE RESPONSIBILITY OF THE GENERAL CONTRACTOR TO PROVIDE WRITTEN NOTIFICATION IN THE FORM OF A CHANGE ORDER TO THE CLIENT INFORMING HIM/HER OF ANY CHANGES REQUIRED OR DESIRED THAT DEVIATE FROM THESE DOCUMENTS BEFORE SUCH WORK COMMENCES. DECK S DO NOT SCALE ORAWINGS111 --- USE FIGURED DIMENSIONS ONLY111 r I -2' r V-w 5=10' 1 2' 5 E WORK. ow 1h CALL MISS DIG(1-800-482-1111)AT LEAST'12 HOURS PRIOR TO COMMENCEMENT OF ANY SITE WORK CONTRACTOR SHALL SHUT OFF,GAP AND OTHERWISE PROTECT PUBLIC UTILITY LINES. 2 I �► STRIP TOPSOIL FROM BUILDING AREA AND ALL AREAS TO HAVE A CHANGE OF GRADE TO SURFACE OF SUBSOIL. STOCKPILE SOIL ON SITE �r 1 i CLEAR OF NEW CONSTRUCTION AREA v DECK A :r ` LOFT / SR 04 DEC I C BACK FILL ONLY AFTER THE COMPLETE INSTALLATION OF THE FOUNDATION DAMP PROOFING AND THE COMPLETE FRAMING OF THE FIRST FLOOR r r � 1 a I . 5=0' 5-5 V2 16'S' �_ jl• T1- �' 2'-3" DECK UNLESS WALLS ARE CONSTRUCTED AS RETAINING WALLS,HOLD GRADE A MINIMUM OF SIX(6)INCHES BELOW SILL PLATE OR UN PARGED BLOCK0 IF NO ELEVATIONS ARE PROVIDED,GRADE THE AREA TO PROVIDE POSITIVE DRAINAGE AWAY FROM Ste. _ z THE ALLOWABLE SOIL BEARING CAPACITY MUST BE VERIFIED BY A REGISTERED SOIL ENGINEER PRIOR TO THE START OF CONSTRUCTION. i BEARING CAPACITY 1S LESS THAN 3000 PSF 50 THAT THE FOUNDATIONS CAN BE Ifr O NOTIFY THE ENGINEER/DESIGNER IF THE ALLOWABLE SO L BEAR [ 1 REDESIGNED FOR THE NEW ALLOWABLE BEARING CAPACITY. '.rV = "� #2 JQ_2 S-8 V2' 3 ' ' * 1-4' �=5' 8=8" Q r 3.5 x 35 Lvl.NEARER•ONM 3.5 x 35 L L •OAS BEDROOM #2 FOUNDATION AND CONCRETE: VISD FOOTIWS5 SHALL BEAR ON UNDISTURBED SOIL WITH A BEARING CAPACITY OF 3000 PSF MINIMUM. EXCAVATION SHALL BE FREE OF STANDING euc9l.v � �D �' at 9Lo - - - - c9LD _ - - 13'-4 X 12'-6 • S DRO�I'� Viz oPNG 117EP � S CLG BALCONY sy/ WATER OFa'sANIG MATERIAL AND FROZEN SOIL. MINIMUM DEPTH OF FOUNDATION SHALL BE 42 BELOW FINISHED CsRADE. 5 I 12-6 " 18'-0' 3-0' 13-i N 5 CONTRACTOR SHALL MAINTAIN ACCURATE AND CORRECT CONFIGURATIONS,DIMENSIONS AND ELEVATIONS OF THE FOUNDATION WORK TO O 13 -S X FACILITATE STRUCTURAL MEMBERS DOOR OPENINGS AND BRICK LEDGES,ETC. I _��ATCL ' CONCRETE STRENGTH SHALL BE 30W PSI COMPRESSIVE STRENGTH AT 28 DAYS FOR ALL FOOTINGS THICKENED SLABS AND CONCRETE SLABS — — SLOPED CLS NOT EXPOSED TO THE WEATHER ALL CONCRETE EXPOSED TO THE WEATHER SHALL HAVE A COMPRESSIVE STRENGTH OF 3500 P51 WITH 5% +/_ i Zmd 12:12 2%AIR ENTRAINMENT TO MEET CRSI AND ACI SPECIFICATIONS. 2 212 t MIN. O 0 PROVIDE ALL PLATE GALVANIZED STRAP�INSTALLED IN STRICT ACCORDANCE WITH MAM.JFACTURE SPECS. OR BOL S I 1 112 - r' 1/2"DIA W/069O.C. MAX. SPACING,12"IN EACH DIRECTION FROM CORNERS AND ENDS EXCAVATION CONTRACTOR SHALL HAND DIG NEW I � � i 'b OPEN TO FOUNDATIONS ADJACENT TO EXISTING FOUNDATIONS TO ENSURE THAT EXISTING ORAN TILE REMAINS INTACT. CO 03 %NTRACTOR 5HALL COORDINATE ' i Q i 2� tH FOYER / P�RL.OR UTILITY SLEEVES,CHASES OPENINGS EtG. WITH THESE INDIVIDUAL TRADES CONCERNED. -�: W� (_� \` — W1 '+ � L.OW 1NIC O L EE ��b �SV�t �. I I LAN 208 N O A UC7� p s", . co PI c- _ 4- iI lowle w 1 �, I ❑ /�*'}-� • I � I : N L�I�L/1 1 I � c SI-[. -It I I-A MIR LAB ON GRAD: � �� 9. rn x _ _ ___ - _ _ _ � _ e�r•�.1 d 1r(,-t .L. �IVC=!'{�. �xO._.L�I�01A1Wr.. . _-. _.. + °u I - - �_ i PLACE ALL 5LA5 WORK ON COMPACTED,CRUSHED STONE OR SAND 4"MINIMUM DEPTH. 2-0'S 11-3' 13 5'- 3 5=!' l-6' 5 4'-0" 8-6" 4=0' lu ALL GARAGE SLABS AND SIDEWALKS SHALL BE A MINIMUM 4"OF CONCRETE ON COMPACTED SAND FILL. PROVIDE STEPS IN AREA WHERE SLAB e�g(p 2 CHANGES ELEVATION OF MORE THAN 8". PROVIDE A 6-MIL. VAPOR BARRIER BELOW ANY INTERIOR SLABS AND ANY OTHER HABITABLE SPACE REGUIRED BY CODE. 2'5 ' 3-I 1/2' 3'-51/2' 2' l-9 ' A 2-9' 16-6' PROVIDE 2"RIGID BOARD INSULATION UNDER ALL SLABS,AROUND BUILDINGS EXTERIOR PERIMETER ENCLOSING HABITAL SPACE. ;:, K -�', 202 -��' O '-0V2' 8 V-0 V 2' '-rM450NRY: I I � FASTEN FACE BRICK TO STUD WALLS WITH CORRUGATED GALVANIZED BRICK TIES a 1610.C. VERTICAL AND 320O.C. HORIZONTAL. N :r► 2 1 MORTAR SHALL BE TYPE 'S"ABOVE GRADE AND TYPE M'BELOW GRADE. - PROVIDE PLASTIC WEEPS AS 514OWN ON DRAWINGS 240O.C, MAX. AT ALL HORIZONTAL OBSTRUCTIONS AND TERMINATIONS TO THE DOWNWARD UNHEATED B�U5 FLOW OF WATER c RM INSTALL LOOSE LINTEL5 OF STEEL AND OTHER MATERIALS WHERE SHOWN. PROVIDE MINIMUM BEARING AT EACH JAMB OF 6"AND 8"FOR WIDER l8o OF OPENINGS. PROVIDE CONCEALED R-48WNG IN MASONRY WORK AT OR ABOVE ALL SHELF ANGLES,LINTELS,LEDGERS AND OTHER OBSTRUCTIONS TO THE cm DOWNWARD FLOW OF WATER FLASHING TO BE NOT LE55 THEN 5 oz. COPPER BONDED TO WATERPROOF CREPED KRAFT PAPER BOTH SIDItS. PROVIDE WEEP HOLES IN HEAD JOINTS OF MASONRY ABOVE ALL FLASHING. 4' AT OF CEMENT PLASTER AND TWO(2)COATS OF DAMP PROOFING. I ALL MASONRY BELOW GRADE TO RECEIVE ONE(U U CO PORTLAND I I ALL CONCRETE MA50NRY UNITS SHALL CONFORM TO ASTM C-W AND 514ALL HAVE A MINIMUM PRISM STRENGTH OF 2000 PSI.. I I I 5EGOND FLOOR PLAN � �-- CONTROL JOINTS SHALL BE PLACED AT 30'O.C. MAXIMUM,UNO. SECOND FLOOR 1,014 SF THERMAL 4 MOISTURE PROTECTION: I I UNHEATED STORAGE 180 SF w Z u u -PROVIDE CONTINUOUS SILL SEALER UNDER ALL EXTERIOR WALL.PLATES. lZll Q -INSTALL CAULKING BETWEEN ALL CRACKS,OMWs I IOLES,JOINTS AND Wr*fEEN ALL DIS81MtILM MATERIALS,ETD PRE`TO V ff THE WLTRATION OF AIR MOISTURE AND WATER INTO THE BWLONGS INTERIOR W USE HKH aiAL.ITY ACRYLIC LATEX CAULKM INSTALLED PER STRICT MA4FACT NM RECOMMOVATION°& ( Q -INSTALL ROOFING MATERIALS(AS SPECKED)PER MAMFACIIRERS RECOMMDOATION& I I I _ O ALL INTERIOR WALLS ARE 2x4 STUDS XM NOW !� -INSTALL 151b.BUILDING PAPER TO ROOF PRIOR TO APPLICATION OF RSEWA ASS OR ASPHALT SHINGLES. TY c MICRO-LAM BEARm mu(3)2x4 STUDS mAL ALL CONDITIONS '-� C ALL ANGLED WALLS ARE 45•LNLEW OTHER WME NMW }- -NOTALL A CONTINUOUS ICE AND WATER SHIELD TO ALL EAVES PRIOR TO FINAL ROOF COVER EXf k�ICE AND WARN 8HIELD A MNIMM OF 24'BEYOND M INTERIOR SURFACE OF THE PERIII E WALLS I WATp?RESI9tAN1'DRYWALL(C 180ARD)TO 8E U8W :3 -WRAP E ER HUSE EXTERIOR BUILDING SIDE WALLS WITH MOISTURE BARRIO WRAP AND ACCOMPANYING ACCESSORIES PRIOR TO APPLICATION OF EXTERIOR FN64 MATERIALS I IN ALL MOISTURE,4CQ1" A11rG AREAS(BATFI°rA,9NWIE3) Z IN5UL_ATION: a� -PROVIDE ICYNIENE NS UTION HALL WALLS AND UNDERSIDE OF ROOF$WATIdNG I In ROOF -R-30 MR 9' " 2x4 WALLS -R-13 VIDISKED 3 I/2" 2x6 WALLS -R-20 DEN56W 5 V2' FLOOR -R-30 i HEATED SLABS R-100WCON UNHEATED SLABS R-10 • L°il-1T NO. CRAWL SPACE WALLS R-13 =k A I - i lr_—_ - — " I i:![ t -INSTALL INSULATION INTO ALL CRAO(4 C APB AND ARDW DOORS AND WNW"OR ANY OTHER AREAS THAT MAY ALLOW AIR NRLTRATRON OR FEAT LOSA -CANTILEVERED AREAS 94ALL BE INSULATED WITH R-30 IN&LATIAV -� �, -NSULATE ALL DRAIN PIPING BETWEEN FIRST AND SECOND FLOORS FOR SOUND NSULATIONL -PROVIDE SOUND NSU!_ATION AT ALL BATHROOM,BEDROOM AND LAWRY WALLS. R/A 1-29-09 NOTES: 3-11-09 fm 6-4-09 FRAMINCs LUMBER SHALL BE DOUGLAS FIR-OR HEMLOCK W4T-+4 ALL•OWAISLE ST-OF: Fb = 850 pa i E r 1,200,000 pa i KILN DRIED no.2 OR BETTER. 36-0' -STUDS SHALL BE SPF /STUD (WWPA)OR BETTER GRADE,UNO AT MC 19 -LAMINATED VENEER LUMBER(SUCH AS MICRO LAM)SHALL HAVE THE FOLLOWING 1=4' S=2' 11=6' 8=11' STRUCTURAL PROPERTIES: Fb:=2800PSI Fv-285pai E=2,000,000pai 0 -INSTALL ALL STRUCTURAL FRAMtws,BRIDGING,FIRE STOPPING ETC. AS PER PROCEDURE OUTLINED BY CURRENT 50CA NATIONAL BUILDING CODE AND THE CURRENT CABO ONE AND _J cn -ROOF SHEATHINGS TO BE APA RATED- 1/2-EXTERIOR GRADE,4-PLY PLYWOOD-. I I r -WALL SHEATHING,IF SHOWN,SHALL BE APA RATED EXTERIOR GRADE 5 EATS-IMCz. 1L -FLOOR SH)=ATHMG,UNLESS OTHERWISE NOTED,SHALL BE APA RATED 3/4"EXTERIOR � I � z II II II GRADE T 4G PLYWOOD. SECURE ALL FLOOR SHEATHING TO JOIST OR 74 S WITH 8d 22 F CEMENT COATED OF ARDOX NAILS AND CONSTRUCTION ADHESIVE (MINIMUM ACCEPTABLE O p � INSTALLATION - SCREW SUMP TO JOIST e""a'T"'�' PRESSURE T EA TED TO A MINIMUM OF 3 IV-l" • • " 3-2. 3 _ -1' 3 ALL LUMBER IN CONTACT WfTH MASONRY SHALL BE 0.4.0 POUNDS PER CUBIC FodT AETENTION WITH AMMONIAC CO R:ARSENATE OF APPROVED EQUAL TREATMENT. ALUM DRIP EDGE S �1� • 5O S �� -ALL EXPOSED WOOD FRA1404t$,OECKS,BALCONIES,ETC. SHALL 5E. C STRUCT D OF tx2. ltTTIC; HOLD RI DOYM 2" IC INSUL LTV C4 3 PRESSURE. TREATED LUMBER ORNATURAL DECAY WSISTANT WOODS.P SPECIFIED AS SUCH txb-G,4P �, — .a — —fit — — ON DRAWINGS. S"GP�1 WN AZM-4'1 2x6 `" �— � E Cr-) !{� - TREATED LUMBER WHICH IS CUT,DRILLED,OR NOTCHED SHALL BE FIELD TREATED bc8 3.5 x 1{ER RIDGE a p ALL RE 2x6 UVDER•w'o.C. � vlo�e � (BRUSHED ON EXPOSED SURFACES)BY ONE OF THE'PRESERVATIVES LISTED ABOVE. pw I FOR ALL DOOR BUMPERS,TOWEL BARS,SHOWER'-RODS,TOILET TISSUE I I I I I 23 INSTALL BLOCKING R ETC.. HOLDERS,SHELF SUPPORTS,RAI8L1Cs,FANS,CABINETS,E 2x6 TIES UNDER RIDGE .., l- 6-0' 10=0' _ 6-0' SSE � ":.<` l-0' -AT EACH WALL OPENING ADD ON HALF THE TOTAL NUMBER OF STLIDS:DISPL.AG1 :p TO �,> EACH SIDE OF THE OPENINC's,IFULL.HEIGHT)AND ADD TWO CRIPPLE STUDS BELNFTWE Tom• cv w '" ;B7VIA�iL R r ` UNLESS NOTED OTHERWISE. _ _ _ _ — •� — U HEADER LE + ` -ALL CLOSETS TO RECEIVE SHELF Ab 0 ROD EXCEPT LINEN CLOSETS TO RECEIVE 5 I DORI R°.jIG1E`+YA1.L8 I U EQUALLY SPACED SHELVES, IF NIT 1 )=TAILED'ELSE WHERE ON THE DRAWINGS. ON(2)L'15x9.5i.Y1. > :pF W/?aa6 BLIC�: -ALL ATTIC SPACE TO HAVE A MtNIM41ht<-,�1cQES3.OF 22'k30': I I ;� •24 O/G CLGJ°iT :o 1 B1WN 1.11'I.1�4FtER°! -WINDOW AND DOOR ROUGH OPENINGS! ALL SWING DOOR .0. TO BE 2 1/2 WIDER BI-FOLD DOOR R.O. TO BE.::1:;1/2"WIDER(VERIFY) 3`- BATHROOM DQAR RO. TO:BE 1 1/2"HIGHER AVWF_AD THEN THAT OF TYPICAL DOORS �-� �-� THROUGHOUT THE:BUILDING. PROVIDE MINIMUM 3/4"CLEARANCE OVER WINDOWS TO HEADER 36=0r PROVIDE;'MINIMUM 3/4"CL1�c)RA)`!1�E OVER DOORS TO HEADER -INSTALL_FLASWNIG ABOVE A'L,l, Q1 1N6sS,:;WINDOWS,DOORS,ETC.. l�-4 5ECOND FL�OR fAN -INSTALL EXTERIOR WOO13row M;4TERIALS WITH NON-RUSTING,NON-STAININCsN. FASTENF�ZS. 14`x360T.CM*Ib'm 011 ERMSE ■■■///l h 12. F tr: 3 '�r•tea-,. -"t, { yu � a i �� ,:.;5 3�z` aTS°^'r�c' r<'.2.,y,.- u*y+'''4'.Krf�t vi?"_�.�/ z.,,: �`- ar .:.: .. . .. ', : .i. ' . -. .. er..�ij.. .°V•.--»... .. .r � •+ .. - .: PAU1.W tr'1I�i ROOF SYSTEM ■ STRUCTURAL r✓ 2x6 CAP ON 2x4 CONT SEtECt AND Na 3633�4, TOP RAIL WXMWU I�242•EAYES,12 EASiDE VALLM 412 •SIDE ICYh�R-301NSUL ON 2x 2 BALLUSTERS WALL COI+DI •OVER V2' . PANEL 8YSTM flN 2x10 Al MERGE OF ROOF PECK 1'i ui g 5 1/4"O/C 16■O/G 36=0" � hVfI 4RM ON(2)2x6 2x4 CONT SKIRT RAIL ALUM FLASHING UNDER DOOR PLATE W 811"ON N2.5 W/ ALUM DRIP EDGE (101Od NAILS 6-6' 13-11' SLIM 6-6' 4x4 POST06 4' kMbw O/C W/ __ ______ bK2 �M ��D FLOOR a (2) VZ'DIAT1aRU SOI.1g — 3/4"PLYWOOD .5U13 FLOOR ON 2 x 8 P.T. JSTS • 16"O.G. L15X14-RIM JST m DECK lx8 FASC 14k 360 TJlMR0 FLOOR J • 16"ON CENTER HANGER 02x8 LEDGER 2x6 _ 'S (2) 1/2"THRU BOLTS 2x6 P.T. SPACER, 24"0/C 2x4 LOOKOUT O 2 x 10 P.T. • PERIMETER 24"O.C. STAGGERED DRILL HOLES,CAULK HOLES ALUM R A°S"OVER ICE � THEN TIGHTEN BOLTS bc10 SOFFIT LX) ICYNENE R-20 MSUL MIN � � © AVOFT) � 4 WAMR 514MD BED MLOG AXM-'t'S �R!M 8D g:� y r 312' 2:y. 10'-4' S' • 5/4x8 FRIEZE CEDAR SE1V41�8 OR NAtlDIE 2x6 EXTER1M WALL LAP SONS ON'ValE SLICKER 1/2 GYP BD IS 0.ICYNENE INSUL PLUS TYPAR'OVER V2 21P' PANEL 8YSTM ON 2x6 8TUD8 /� Al IVo� ToP oFWA LL ff L.= PATIO MO ".P.T. SILL PLATE HOI*:Si.K RPLUS TYP° � � E,W.A. _ Q ON 1/4"SILL SEALER OVERLA9MWs AUtl RLASI4NG ON V4"SILL SEALER � � � GX(, � •DOORS OVER SPLIT P.7 2x10.SKIRT DOORS -}-t a `c lx8 P.T. TRIM 4"CONC SLAB BD . "�" G SL�4B I �" a PATIO 1 O 2 CAR GARAGE '� a •• ON 2"RIGID INSUL ALCOA A.6MAL URE 200 TRIM ON 2"RIGID M C N OLK SLID I SLD N 'v V O 4"CONC SLA1�3 ON COIL TO 4'BELOW GRADE � � �r " � � N 4"COMP BAND BASE " :' COVERINGS fwlxv I t— _c ' FINISH GRADE VARIES ea I °• .(/L L Y �i ; • � Q 3X3x� ' 4 x 6 P.T. POST W/ BENT ALUM 6 MIL. VISQUEEN VAPOR BARRIER 811'1f SON ABU46 GA .V AB°SE > ° •- a " " 5/ O ANCHOR BOLTS 10r 5/8 O ANCHOR EPDXY SET W/6 EMBEDMENT 10 s.. B W/ 1/2"D IA ANCHOR BOLT IN uw •6 0"OC,M1NtMUM OF •6 0'OG MINIMUM OF @ �O1L /v+Y B t2 DIA x 4�'CONC FTGs (2)PER 2x6 AND MINIMUM (2)PER 2x6 AND MINIMJ I st 0 Z �— " ' ° ° OF 12"FFa01'1 EACH CORNER " ° ' OF 12"FROM EACH CORNER f0121D1�� 1 2"(R-10)RIGID PERIMETER INSULATION , > 2"(R-10)RIGID PERIMETER INSULATION 16 ° > LEVEL Z FOUNDATION WALL FOUNDATION WALL ALLI!Rt'7E U 4 4"O DRAIN TILE W/PEA GRAVEL 4"O DRAIN TILE W/PEA am4VEL '4 3/¢� �-" 7z L t, S o JJ SUED AND f1LTER rAEiR1C � A1�3 i=fLTER i�A81�C � DYER'STONE :. ...._ OVEP?STONE LVL HEADERe:'�V- 3Kg5 LYL NEADtR a 20 k1�1"CONTD�OS 3-3' 3 • 3-3r 20"cIO CONTINU0,15 2 a L16'-0' 3' 0' 10'-0' 2' CX f00'fiII+JCi CX31 T1`FOOTINGS Ir . °' : •a°- .0 W/(3)sFi CANT: +BOTTOM •. .•.•.::::: � � •a°• ° W/(3.)s5 CONt •BOTTOM i SLOX3=mccw SL�48 -.SEL"vY l-4 V2' lU ' DETAIL DOORS WALL i ROO 5ECTIO�ISHT,�. DECK DETAILFIN%.)T FLOOR CLAN 4'cm SLAB W/"sl m WINE CN 2'RW M L OAR 6 MIL LLI VA"BARRIER ON 4'WELL CA"ACIED STR.ICT FILL 2 � z—•PLC MEAVERS(2)240IMMNOTED OTHERWISE •'R ` y SET AT LEAST ONE COWER TO WITHIN 6' OF FINISH GRADE. SET PROPOSED TOP OF FOUNDATION = 17.0 RISERS & COVERS SHALL. BE WATERTIGHT 660 OF FINISH GRAD COVER TO WITHIN . RISERS & COVERS SHALL BE WATERTIGHT EXISTING GRADE OVER TANK = 16.0 FINISHED GRADE OVER D. BOX a 15.8 3` MIN. FINISHED GRADE OVER LEACFIM SYSTM = 16.0- .5 INV OUT = 14.9 6' MIN. INV IN= 14.7 10 MIN. NV OUT- 14. • "_� " INSTAL ONE RISPECTION PORT TO PVC ; » FIRST 2 (TO BE LEVEL) rGiu PE sIONEOAR 3fi (max) CCoovver WITHIN Go OF FINISH PER BCH c �F4 SCH. 40 PVC X11tE FILTER FABRIC » CAS BAFFLE INV IN=12.6 :� 2 91N M� 13.0 CONNECTION REINFORCED CONCRETE 1 4 6 SUMP • OUT=124 4 60 CRUSHED 1,900 MlON 9EF''T1C TAW 57ONE BASE p,.= 1Z.2 UNSUITABLE SOILS. IF ENCOUNTERED BELOW • BOTTOM STONE BOX THE PEASTONE ELIEV (TOP OF SAS). SHALL BE 5' MIO �3141%11 EL = 10.2 (MONOLITHIC) TO BE INSTALLED ON A LEVEL STABLE BASE REMOVED TO THE 'C HORIZON' AS REQUIRED ; WASHED STONE SEE CONSTIRUCTION NOTE #5 HEREON. No Groundwater Observed O Elev. 4.9 CONCITE FLOW Dim LEAC FM AREA F EOLFElu M NITROGEN LOADING LIMITATION. NA RESIDENTIAL.: 4 BEDROOMS x 110 GPDIBEDROOM SE 3 r 4203 TOTAL DESIGN FLOW = 440 GPD GARBAGE GRINDER TO BE REMOVED Request for Amended Order of Conditions PERC RATE = <5 MINI INCH (CLASS 1) LTAR = 0.74 GPD/S.F. MIN. LEACHING AREA OF SAS. .REQUIRED: CONSERVATION HOTEs: 440 GPD/ 0.74 GPD/S.F. = 595 S.F. MIN. MANHOLE FRAME AND • PROPOSED SYSTEM: COVER R GRADE wASHED STONE SE 3-4203 (Permit expires December 29, 2009) 2 PEASTONE OR � -PROPOSED HOUSE CONSTRUCTION AND ADDITIONAL PIPING OF DITCH GEOTEXTTLE FILTER 4.0' 4.0, -SEPTIC PERMIT 98-153 SIDEWALL AREA: (40' + 12')2 x 2' DEPTH = 204 SF FABRIC BorroM AREA: x 12') 480 SF r SE 3-3722 (Permit, expired February 21 2007) TOTAL EFFECTIVE LEACHING AREA » ��.>'�� ''; ��'sv3� °3,�t1�s;�r4: ��- '� CONCRETE YB � 4' �'� Certificate of Compliance issued April 7. 2009 �.: 24 12' ,�:.'f�-'.. -:•r�.3'.,:3•�; O G7 • is�,,r: �: it"� •...J ,. � ;.J J.. .� .; . EFFECTIVE ;•„.'K'•*e�-,:ts•��.'"v.��'`:.,yr•;, . ' x' .•�:•.,-•-�:.:�•,..c;�•+i;•��t / �� s -Pr,PIN� r� �x#�r��r•r ' » ¢,;? t�a�,-i 1!ilY,6!•?C L ._ `f <.t%r•�r:t.r jrh. ��e�••. -� 7k 't' / ` a ~8.0 4•'1 / 2 SEPTIC TANK SIZING: 440 GPD'x 200% = 880 GAL DEPTH 12 �,;x :^�,��.��;-,� _; : r, � .,;g .a'�y, :X . 'sM': . r' 8 ; Mom:: ..' '- _ THE PURPOSE OF SE 3-3722 IS TO REPLACE TlIE EXISTING SEPTIC TANK IS 1500 GALLONS 4' 4' 4' = = = -�*� EXISTING 10-INCH DIAMETER CULVERTS WITH A SINGLE / i4. /i3/4 -1 1/2 WASHED STONED // // 24-INCH DIAMETER CULVERT. A DRAIN MANHOLE IS 12' r- - Y '�- - �- �- ' a �� ,L PROPOSED TO CONNECT MATH THE EXISTING 24-INCH DIAMETER CULVERT UNDER SANTUIT ROAD. rR9318gfDULE CONCRETE FLO1� DIFFUSER DETAIL 32� ONCE THE CULVERT IS INSTALLED, IT WILL BE HOUSE BARN r" I TTHAE�RFlESULT G SLOOPEE WI CLEAN LL BE A FREE RMED ANY DEBRIS. (H 20 LOADING)No SCALE PLANTED WITH NEW ENGLAND WARM WEATHER GRASS KM OF 8M A880RM'KTN 8WW WM MIXTURE:. THE LOAMED AND SEEDED SLOPE WILL BE COVERED WITH A CEO-JUTE MATERIAL UNTIL SEEDING TOP OF FOUNDATION 18.83 16.5 IS WELL ESTABLISHED. MANTERBERRY, BAYBERRY AND SEWER INVERT OUT OF FOUNDATION 14.9 14.9 NO SrALE BLUEBERRY SHRUSERY MALL BE PLANTED AT 5 FT. ON SEWER INVERT INTO SEPTIC TANK 14.7 14.7 AADDDInIONAL SLLOGPETMS ABBIuIT�ON FILL CCOV TO RAND SEWER INVERT OUT OF SEPTIC TANK 14.4 14.4 AE:STECTIC VALUE. SEWER INVERT INTO DISTRIBUTION BOX 12.6 SEWER INVERT OUT OF DISTRIBUTION BOX 12.4 SEWER INVERT INTO LEACHING CHAMBER 12.2 359 santult Road BOTTOM OF LEACHING SYSTEM 10.2Cotult Massa No GROUNDWATER OBSERVED AT ELEVATION 4.9 PREPARED FOR Robert R. Benedetto QOINBi'f��C110N NO�� WL LOG DATE:2/6f 92 P-7^ 1. ALL SYSTEM COMPONENTS SHALL BE INSTALLED IN ACCORDANCE WITH TITLE BARNSTABLE TITLE V OF THE STATE SANITARY CODE DAM MARCH 31. 1995, AS AMENDED SOIL EVALUATOR: BOARD OF HEALTH AGENT. THROUGH THE DATE OF THIS PLAN, & ANY LOCAL RULES & REGULATIONS Wetlands Permit Plan PETER SULLIVAN, P.E. DONNA MORANDI APPLICABLE: TEST PIT 1 2. ANY CHANGE TO THIS PLAN MUST BE APPROVED 1N WRITING BY THE 0' G.S.E. = 16.4 ENGINEER. ELEVATION INFORMATION MUST NOT BE CHANGED WITHOUT WRITTEN PRIOR APPROVAL BY THE ENGINEER. BAXTER NYE ENGINEERING & SURVEYING LOAM & SUBSOIL u 1.5' 3. WHEN CONSTRUCTION IS COMPLETED, PRIOR TO BACKFlWNG, NOTIFY THE Registered Professional Engineers and Land Surveyors BOARD OF HEALTH AGENT AND ENGINEER FOR INSPECTION. 78 North Street-3rd Floor, Hyannis,Massachusetts 02601 SILTY SANS Phone- (508) 771-7502 Fax - (508) 771-7622 4. ALL SANITARY DISPOSAL SYSTEM PIPING TO BE 4" SCHED 40 PVC. UNLESS 3' OTHERWISE NOTED HEREIN. 20 0 20 40 N MEDIUM SAND 5. EXCAVATE UNSUITABLE MATERIAL AS NOTED, TO THE "C HORIZON" , FOR A SCALE IN FEET HORIZ. DISTANCE OF 5' SURROUNDING THE LEACHING FIELD, AND REPLACE , 11.5 (ELEY 4.9) WITH CLEAN SAND PER 310 CMR 15.255 TO THE TOP ELEVATION OF THE SAS. 111111110 SCALE:1 = 20 Of 6. INSULATE ALL PIPES AGAINST FREEZING AS REQUIRED WHEN LESS THAN 3' �� C OF COVER. p� 7. A GAS BAFFLE SHALL BE INSTALLED ON OUTLET TEE e REV. DATE: REMARKS o PERC O 60" (ELEV. 11.4) A 02-05-01 Per Con. Com. Comments RATE= >2 MIN/IN Variance Requested: B 11-19-04 Revise Grading ul �? �1 C 08-16-06 Rev. Pro . Lrut Lo FROM THE Request for Amended Order M CHAPTER 360-1: TO ALLOW SEP11C TANKS TO BE 33' DEFINITION) IN E TOP OF OF00 COASTAL BANK (STATE E 12-22-06 Revise Work Limit DATE. September 1, 2000 in F 02-23-07 Delete WL for SE 3-3722 CHAPTER 360-1: TO ALLOW A RESERVE AREA TO BE G 07-03-07 Revise House Add Barn W FROM THE TOP OF A COASTAL BANK (STATE H 07-26-07 Variance Request DEFINITION) IN UEU OF 100' 1 11-26-07 Proposed Pipe, Extension . 2 Cj) VARIANCE REQUEST APPROVED BY THE BOARD OF cY HEALTH AT ITS AUGUST 21. 2007 MEETING. REFER TO 12-18-07 Request For Amended Order LETTER BY BOARD OF HEALTH DATED SEPTEMBER 4. F K 06-16-09 Revise Inverts and Notes DRAt W NUMBER 2007. u` oI 0: 1995 95036 95036cs 11.dw 95036 HB FOUND ESE a ORI PAVIDIM MHB FOUND / ASSESSORS JC , MAP 20 PARCEL 3 FLOOD ZONE A11 (EL 11) & B A. P. s� RF / A-1 MINIMUMS AREA - 43.560 S. F. FRONTAGE - 150' % ZONE C a FRONT SETBACK - 31Y A-2SIDE SETBACK REAR SETBACK = 1S' LOT 1 /• a 20' BUILDING SETBACK LINE FROM CENTERLINE OF SANTUIT • p ROAD - UNDEFINED PUBLIC WAY A-3 a DATUM FOR THIS PLAN IS NGVD F• CB/DH FND Q P.� ; l 03B v/ c SB-028 CAS CB 6.00 't5 B-Oi g MCI III -'- SB-01 A vP"u^No ' 4, Ht:P 2 r ZONE B O PPE(SE 3-3772) j SB-02 Q � 1 ' 'of -'— � � SB-03 �+ . Eti.•Z.4 ' - � O SALT ZONE Al MARSH EXISTING� G = ��6°+{!�l e, n ( EL 11 ) I (LOCATED 10/29109)PI EPHEN .. , �� a - i'/S � � �• ,/ % � � A mot " b' 7w %i i N/F RICHARD F. SEELEY. ET UX. ND.30216 `f a . T.0y... 1 / �'c �G/ST S A L T /15/09).� • M A R S H �O�Clr' �'. io �/� A-11 Al- IDZIW WOW a a , ' 359 santu�t Road �f - ' ifa Cotuit, Mass. a a / a �.�' 1500 GALLON 6y, . � � �� /• SEPTIC TANK ; PREPARED FOR P DIST. Brno AL a Robert R. Benedetto -12 'v 's2s W '/ 12' X 40' 'r i CRAEDGE NBERRY ABANDONED BY TITLE �• f � LEACHING. SrsrEM-- L E. P. 2-�-�2 N A-� Septic system Asbult Plan 1 ' °"SR SO �o rA1aN r i 8AX1ER Ae NYE. INC. CB FND �-�'-� BAXTER NYE ENGINEERING & SURVEYING J�N � SE'N E-1.19 42 PROPERTY LINE A 1 a so Q Registered Professional Engineers and Land Surveyors O78 North Street-3rd Floor,Hyannis,Massachusetts 02601 Phone-(508) 771-7502 Fax - (508) 771-7622 es 40 0 40 80 SCALE IN FEET AI }.. SCALE 1" _ 40' DATE' NOVEMBER 2, 2009 Q REV. DATE: REMARKS SE 3 - 4203 CPP Amended Order of Conditions Septic Permit # 2009.204 1 1M I 0: i 995 95036 95036c 2.dw 95036 MHB FOUND EDGE OF BROKEN PAVEMENT MHB FOUND RE o � � LOCATION MAP G 5D ilk COTUIT QUADRANGLE SCALE: 1:25,000 r ASSESSORS cRl ' MAP 20 PARCEL 3 i' /; / •i /� FLOOD ZONE Al & B I RF �i MINIMUMS o /; /�.' r%; •� ZONE C '/ f' ' A-1 h- O AREA - 43,560 S. F. FRONTAGE - 150 / FRONT SETBACK - 30' pR� " .r' ' '% /��j`/ / /j V6 SIDE SETBACK - 15' ; / //'i /;; `' `/ to r r ; , %i JkL r- REAR SETBACK - 15 '/ :% '" ; A-2 � 20' BUILDING SETBACK LINE op' r j i': o j 1 I- ! r l / y / �` ' W FROM CENTERLINE OF SANTUIT ROAD - UNDEFINED PUBLIC WAY p i ' ��• DATUM. FOR THIS PLAN IS NGVD ..� �Q j t t� / / j '` cn LOT 1 , � ; i , Q � � � 0 , r / ' , LOT AREA OF UPLAND ;' ' t�� ;' i` Z Q 71,471 S. F. f a r p j /;' i •0 1.64 ACRES t r z1JkL mod' = J 5 , , o , SE 3 - 4203 M �Vr ;�'� ,,�-; i% f Request for Amended Order of Conditions CB FND l i v %r%` 100 YEAR FLOOD �o N SB & WRA FLAGS l/J , / ,I/ PLAIN. ELEV. 11 IN THIS AREA / / / ;' ' '/ ' r r /* WRA FLAGS DEFINE INTERMITTENT,' � � � E�ST1N6 24 VCP � ' ;` I;',/I -� CONSERVATION NOTES. 1N THIS AREA STREAM BANK .WITH' �EFINE INTERMITTENT NO BORDf�JI0l%��' /� ' ti0 I �� ' ,' i STREAM BANK WITH VEGETATED �NE7L/►ND'' ; ,,, - - - r ,' , No BORDERING j j ' - ,'1 t -02B SE 3-4203 (Permit expires December 29, 2009) VEGETATED"WETLAND / ' ' EXISTING DRAINS I. D. CLAY -PROPOSED HOUSE CONSTRUCTION ' //'`%i _ - '�' 'I � � I �SB-01A PIPE DRAINS PROPERTIES -SEPTIC PERMIT 98-153 / - TO LAST OF LOCUS AND j, � �, �■�FLOW PASSES UNDER ROAD r . CNS CB FOUND r FOREST St � N 'i .�' _ END OF I TING - _ _ `� �- SB-01 INV EL = EL = 16.05' �% UPLAND ��►5"" ','/'%`%j`�� ""�- - _ __ �E- - - _ - r �•- �q SB-02 NV EL = 4.8' t SwE SE 3-3722 tPermlt expired February 21, 2007) ' , / .b•""'/. ' - -- _ - INV. -EL-2.Tf - - Y p l -PIPING OF DITCH P O ' �/r _ - � � !t,+" -- - � _~- ~-- / � , I THE PURPOSE OF SE 3-3722 IS TO REPLACE THE EXISTING 10-INCH DIAMETER CULVERTS WITH A SINGLE STATE REGULATED ZONE B ' _ ' - _ r 6) COASTAL BANK 1' `/ •.' _ - �/'• _ _ 24-INCH DIAMETER CULVERT. A DRAIN MANHOLE IS . "- T ROAD. - / PROPOSED TO CONNECT WITH THE EXISTING 24-INCHDIAM ` YYR1►. 1A ,�,,,....•� _ Q0 _ / �C TUI CULVERT \ - ... ._ f' � r ONCE E?SHE CULVERT ITS INSTALLED, IT WILL BE (LIMIT- OF V K } _- - J r_ E ,� - / SB-03 BACKFlLLED WITH CLEAN FILL FREE OF ANY DEBRIS. -(FOR ON- PIPING - - • '_- - - _ THEN �� • _ � - - - /` ,, I' v PLANTED WITH ENGLJIND WARM WEATHER& THE RESULTING SLOPE WILL BE LOOAMED D GRASS �woo _ /'� MIXTURE. THE LOAMED AND SLOPE _ A _ T FOOD-- . ; i _ _ - - TION COVERED WITH A GEO-JUTE MATOAK Ilk " WRA .12 �r` UUMIT, 5 A L _YEAR ; WRA=11 IMA ; ZONE Al _ ,_ , ; , ; . ., _ /; .- ', IS `� MewIL � �.. ST . _ ., A�ESIECTIC VVALUPE .-u _ GRA6E BEAM 1Mlli. _.,.. .-. RETMNIiVG WALL • ��v YA71 k H - _ _9 BOO 71' A- 0 - _ �. _.,_„•-._.-----^"'.." - - MIOR-E SERVICE _ , p Rf pNrC TANK gTING DITCH _..-...... :- _ .. - - _ - A _ w pi.9 � FOR'BARN„ OF - / �• / ' EXISTING SURFACE BROKEN PAVEMENT359 Santuit Road JWR ; A-4 A-5 - _--- ---- .- -- - - _ _ - — ,_ / N/F RICHARD F. SEELEY. ET UX. _ _ - - _ _ __--- _�._ -�"""i � / � WIDTH = 12' t Cotuit, Massa S A L T PREPARED FOR M A R S H A-3 '�' FOOL Aa83 / V. O E Robert R. Benedetto � _- AL � ,+� .p5 OUT -2 A - - --- '`' Wetlands Permit Plan o , ikL 00 • O BAXTER NYE ENGINEERING & SURVEYING Ak wRA-1 e�so. .• �'� / °° Registered Professional Engineers and Land Surveyors 'Ik ! 78 North Street-Ad Floor Hyannis,Massachusetts 02601 ' Y • 1 ///1\ J C 10� Phone - 508 771-7502 Fax - 508 771-7622 1 // \ ; A-12 , I - •'VFt�. / 1♦ g07• / J i 20 0 20 40 • I , I SCALE IN FEET ass• ' "'• , ; • J J , SCALE:1 = 20 • 112' EDGE OF ABANDONED 1 CRANBERRY BOG DEFINED BY r p• S. J I. E. P. 2-5-92 - A-SERIES � S. J J KEY L. ; ENSR FIELD OCA?i ES REV. DATE: REMARKS `'�• WA`�R a �p,1• P I BAXTER do NYE, INC A 02-05-01 Per Con. Com. Comments 9-27-99 B 11-19-04 Revise Grading 2 EXISTING CONTOUR �`��.� ; 1 J C 08-16-06 Rev. Pmp. Layout a D 1 11-10-06 Request for Amended Order 00 16 PROPOSED CONTOUR FNo N PROPERTY LINE • LOFE 12-22-06 Revise Work Limit 0 J�N JE 4Z90 w � A-13 dl� � A-12 WETLAND DELINEATION POINT BY I. E P. NSEN J F 02-23-07 Delete WL for SE 3-3722 y G 07-03-07 Revise House Add Sam w J Q SB-03 WETLAND DELINEATION POINT BY E. N. S. R. • °� H 07-26-07 Variance Request v 11-26-07 Proposed Pipe Extension 0 ■ J 12-18-07 Request for Amended Order • 0 ills wET1J1ND AREA O 1 Variance Requested: K p,��_08 Revise House o#W, aConservation 1 !7 Oil Non PROPOSED FENCE (� ll CHAPTER 360-1: TO ALLOW SEPTIC TANKS TO BE 33' L 09-10-08 Revise Bum Location d: 80' FROM THE TOP OF A COASTAL BANK (STATE M 09-24-08 Add Conservation Restriction 0 ••• ••••• ••• ••• STRAW BALE AND SILT FENCE DEFINITION) IN LIEU OF 100' Revise Bom Location i EXISTING WATERLINE 3 DATE: September 1, 2000 CHAPTER 360-1: TO ALLOW A RESERVE AREA TO BE 10-0248 Revise Water Line to Bom 88' FROM THE TOP OF A COASTAL BANK (STATE 0 11-26-08 Pipe Inverts o DEFINITION) IN LIEU OF 100' P 01-21-09 Revise House & Barn Locations VARIANCE REQUEST APPROVED BY THE BOARD OF r �.,.. HEALTH AT ITS AUGUST 21, 2007 MEETING. REFER TO Q 06-16-09 Revise Top of Foundation LETTER BY BOARD OF HEALTH DATED SEPTEMBER 4, 2007. OVA � z DRAIMN�IG M1JMBfR C) a `n •� Q 0: 1995 95036 95036cs 11.dw u� a 95036 o �- FINISHED GRADE 23.D TYPICAL SYSTEM PROFILE Design Schedule ' 9 ELEVATION g q F.F. EL = 24.D Leaching Area Requirements o TOP OF CONSTRUCTM N VER ACCESS TOP OF FOUNDATION 18.0 - To TANK TO AT LEAST 4 BEDROOMS AT 110 GPD BEDROOM = 440 GPD WITHIN 6 FINISH GRADE NOT TO SCALE FINISHED BASEMENT FLOOR, 10.0 Q�iHq FOUND. - 18.o FINISHED GARAGE FLOOR 17.0 ADDITIONAL 50% FOR ,GARBAGE DISPOSAL __NA__GPD Q�/SSFT �J `J FINISH GRADE OVER TANK = 16't ? SEWER INVERT AT FOUNDATON 14.0 FINISHED GRADE OVER D. BOX = 15.5t SEWER INVERT INTO SEPTIC'TANK 13.8 PERC RATE = <2 MIN. / INCH (CLASS 1 )FINISHED GRADE OVER LEACHING 'SYSTEM = 15.5't"8"MlN. 9L 3' (mi . SEWER INVERT OUT OF SEPIC TANK 13.5 LIAR = 0.74 GPD/S.F. F'yG 4 SCH. 40 PVC T 2' (T B LEVEL) FIRS 0 E L EL SEWER INVERT INTO DISTRIBLTION BOX 13.3 F` SCHOOL STREET (TYPICAL) 4" SCH. 40 PVC 9" (min) Cover SEWER INVERT OUT OF DISTBliT10N BOX 13.i s"(mir..) 36" (max) Cover PvC pL2 min ry MIN. LEACHING AREA OF S.A.S. 10" Cl TES " SEWER INVERT INTO LEACHIM SYSTEM 13.0 Q'� GAS BAFFLE 6 SUMP 4" SCH. 40 PVC FINISHED 2"La er 1/8"to1/2" BOTTOM OF LEACHING TRENCH 11.0 440 GPD/ 0.74 GPD/S.F.= 595 S.F. MIN. LO 1 0 BASEMENT �5�'� Q��'�F. LOCUS FLOOR = 10.05.0 Peastone LEACHING CHAMBERS WATER TABLE QO P`' �Q " 6" CRUSHED Slope 0.005 min PROPOSED SYSTEM SIDEWALL (12+35 (2)(2)=188 SF REINFORCED CONCRET STONE BOTTOM 12'x35'= 540 SF 0P Q o¢ FOOTING • • • O • • O • • O O • - m .• "; r. 4 PVC _ - - TOTAL 728 SF :.: •:a.. '�: O • • O O O O 0 O O O O O O O O O O O O O O O O LOCATION MAP BOTTOM ELEV= 11.0' GENERAL NOTES COTUIT QUADRANGLE 6' ALL SYSTEM COMPONENTS SHALL BE INSTALLED IN ACCORDANCE SCALE: 1:25,000 1500 GALLON SEPTIC TANK DISTRIBUTION BOX + WITH TITLE V OF THE STATE SANITARY CODE DATED MARCH 31, ASSESSORS TO BE INSTALLED ON A LEVEL STABLE BASE TO BE INSTALLED ON A LEVEL STABLE BASE Groundwater Observed 5.0' 1995 & ANY LOCAL RULES APPLICABLE. MAP 20 PARCEL 3 LEACHIN% SYSTEM ANY CHANGE TO THIS PLAN MUST BE APPROVED IN WRITING BY FLOOD ZONE All & B - THE DESIGNING ENGINEER. A. P. 9 100, f^ I f A-1 WHEN CONSTRUCTION IS COMPLETED, PRIOR TO BACKFILLING, ell? NOTIFY THE ENGINEER & BOARD OF HEALTH AGENT FOR RF I INSPECTION. MINIMUMS TF�EE /R�� i LOT 1 �w� ZONE C f .. AREA 43,560 S. F. L,,,, ALL SANITARY DISPOSAL SYSTEM PIPING TO BE 4 PVC, SCH. i / -LOT AREA OF UPLAND �J ,. � �llk FRONTAGE = 150 � /"�� i i 71,471 S. F. t A-2 40. FRONT SETBACK 30 �✓ 1.64 ACRES f oa S0. w►oE PUBu� WAY f �. OFFS EXCAVATE AND REPLACE ALL UNSUITABLE MATERIAL SIDE SETBACK = 15' 1916 STATE LAYOUT i FT SURROUNDING SURROUNDING THE LEACHING FIELD FOR A ,REAR SETBACK = 15 DISTANCE OF 5', PER 310 CMR 15.255. 20 BUILDING SETBACK LINE FROM CENTERLINE OF SANTUIT / Q ``O PRIMARY BENCHMARK NGVD PROPOSED 24" DIA HDPE PIPE TO REPLACE i ROAD - UNDEFINED PUBLIC WAY EXISTING 10" DIA CMP PIPEWITH FLARED Q PROJECT BENCHMARK : SEE PLAN END SECTION AND RIP-RAP AT OUTLET FOR a DATUM FOR THIS PLAN IS: NGVD P EROSION CONTROL w LOCATION OF UNDERGROUND UTILITIES ARE APPROXIMATE AND PROP: PIPING & FILLING of I f� SHOULD BE VERIFIED IN THE FIELD BY THE APPROPRIATE UTILITY 0 Fi 6�� 01 FES DITCH PERMITTED UNDER SE3-3722 A-3 COMPANY PRIOR TO ANY CONSTRUCTION. BAXTER, NYE 8c HOLMGREN, INC. J p N E I=4.Ot I I �lVc SOIL LOG P7850 DATE: 2/6/1992 DMH . 2�� F• / / R=16t BOARD OF s ass dap =a.8 24 F��' 4 TOTAL UNITS 1 STARTER,1 END, & 2 INTERMEDIATES. i - SB & WRA FLAGS O, ENGINEER HEALTH AGENT ' - P� \ =a.e 2a"HDP s6-o3s � CB/DH FND � Q , � IN THIS AREA PETER SULLIVAN DONNA MORANDI NI i 1,0(r-YEAR FLOOD DEFINE INTERMITTENT i r ....•.: PLAIN. ELEV. 11 STREAM BANK WITH ,.a,..•.. , l �' .. � �: i `t::'.1-1.5"-.WASHED STONE 1 NO BORDERING / EXISTING 24 VCP CO TEST PIT SB &'WRA FLAGS VEGETATED WETLAND ! O N IN THIS AREA ;��... 16.4 t s DEFINE INTERMITTENT,' j/ Q i A STREAM BANK 11.VITH '( r .i�,..:,.. ,•: V . 0 Q 1 NO BORDERING . LOAM & SUBSOIL 1 s R s1 ,.: . . 2f1.. ' s, - "- _ -- � � B-026 EXISTING I. D. CLAY VEGETATED' WETLAND _ PIPE DRAINSPROPERTIES � 44 �.�FLOW TO EAST OF OCUSAND f- EGULATEp - rFORESTED R - w.._ r SB60101A PASSES UNDER ROAD ,'� LAN Gr LEACH CHAMBERS Q J I CNS CB FOUND / STATE NK •r.r, B A - I Fa V E L - S •` SILTY SAND L = 16.r,4, UPLAND C •-..'" v_ ._. ..._ - v -EXI S-T. = .. . � L _ - f ;; ; -._-, ,.._. -•- �,_ ._ " r., • ... _ - - _ SB--O2 4.8' t tWEST},: � _ EXIST. 19 - � • SCALE _.,. _ 3 { �, - ZONE B /� :... 10 ::cMP Q INV EL _ ,,. 4 j f a, REGULATED - • "STATE -�. _. � ,,. �- 1 1 / j o..� BANK ..... _,. �..: ,... - ,.... ,: � .,., "' _. a, ' ,. .' ; 2' t � O MEDIUM SAND t i COASTAL - _,.. Sg , c ; a 0 f D.� v �_ ___ ..- :.- R'A-1 A ..-,• _- - s ; � Q FINIS .. N ,.•� / � HED GRADE g ± f S6-03 36"MAX.- "I \ \\ \/\\/\\/\\/\\/\\/\ \/ \ \ \ COMPACTED FILL N0 WATER ENCOUNTERED I ` I " ,.. _ - _. .._. _. _ _.. __ _ - wRA- _1 _ 9 MIN. �'11'// Imo\ \i\i i i i \ _. B B _1 2 _ - ----- roNE AWL 11..... - --• WRA 3A WRA. Q `O 2 a PEAS TONE RATr=- <2 MIN/IN 1 i _ -- __ ...._ _. Faces EL. _ A _.. ^� " a 3/4 ro 1 1/2 S A L T E , _ '' _ OS FEAR W{ A=i 1 _ cu 3t5 O ZONE All M A R S H _ _. �! WASHED STONE �_ 1DtlA-4A' - o EL 11 e �. ..... .. �._ 'a .... WRA 10 "'-•�.'�'�-�.��. � I 4 �.. DOUBLE ( ) _ - - WBA�5 _ ..._ _ + ° WAS E A,-7A - - �. M, c` A-6A WRA-8A --�"' _r-----""_"�, A-9 O lj WOR{ LIMIT 1/1 0 W NO SCALE A 10 PITCH _... A-8 _ _ ... -- EXISTING _ .-_ - --. �' ^. E 5' WIDE ' �T� A-Fa -- - -7 _ EXISTING SURFACE CNLTEC RECHARGER 330 10' RIP--RA-P -A ., .. FLAREOD END SECTIONT BROKEN PAVEMENT A-4 A=5 - _ _.. __ ..._ - _ ._.. _. - _ _ - N© - ~ r i B WIDTH = 1 } ALL PIPES TO BE SCHEDULE 40 PVC ` /F RICHARD F. SEELEY, ET UX. - t ! - - _ ....- -- A A AL-B�� MARSH A-3 /' ' `Q�' STATE REG�JLATED� l o ? Lot 1, Santult Road T g N S COAST'AL A K _ t j �� K `.�. ', o A- Cotuit, Mass. AL f �9 �`` Go�P� W 0 R - ` i ... i f ; � _ , r ._ ._ .. �- -•- � f PREPARED FOR A-2 _ _ P s Robert R. Benedetto E 11 ! r :•PROP. HOUSE & SEPTIC ROp £D j / PERMITTED UNDER SE3-3621 ORI�EW�Y I i S0. f TITLE WRA-1 OFFSET G ? l p• w �l ; Septic S item Design MIN AL FORESTED 100. UPLAND z Z ; A-12 BAXTER, NOTES: a �� 171'�X ER, NYE & HOLMGREN, INC. THE PURPOSE OF THIS SITE PLAN IS TO REPLACE THE K E Y `N �S.2 r i I Registered PNOfess10na1 EXISTING 10 INCH DIAMETER .CULVERTS WITH A SINGLE 38. 5" W �bor 24-INCH DIAMETER CULVERT. A DRAIN MANHOLE IS 3,59' W 2p, 3 f " �� Engineers and Land Surveyors I a PROPOSED TO CONNECT WITH THE EXISTING 24-INCH ` Irs ---•- MIN G DIAMETER ,CULVERT UNDER SNTUIT ROAD. EXISTING CONTOUR W I EDGE OF ABANDONED �• w. 812 Main Street, Osterville,MA 02655 � i ' ! CRANBERRY BOG DEFINED BY I I. E. P. 2-5-92 - A-SERIES ONCE THE CULVERT IS INSTALLED, IT WILL BE 16 PROPOSED CONTOUR I q� / I Phone- (508)428-9131 Fax - (508)428-3750 CD BACKFILLED WITH CLEAN FILL FREE OF ANY DEBRIS. I ENSR 9-3-99 - SB SERIES THE RESULTING SLOPE WILL BE LOOAMED AND THEN FIELD LOCATION L�11►0 PLANTED WITH NEW ENGLAND WARM WEATHER GRASS A-12 WETLAND DELINEATION POINT E.Y I. E. P. / BAXTER & NYE, INC. 2O 0 20 40 MIXTURE. THE LOAMED AND SEEDED SLOPE WILL BE g_27-99 �� -3a _ f o COVERED WITH A GEO-JUTE MATERIAL UNTIL SEEDING `" o IS WELL ESTABLISHED. WINTERBERRY, BAYBERRY AND SB-03 WETLAND DELINEATION POINT BY E. N. S. R. i SCALE IN FEET BLUEBERRY SHRUBERY WILL BE PLANTED AT 4 FT. ON f ! N CENTERS ALONG THE PROPOSE FILL SLOPE TO PROVIDE ADDITIONAL SLOPE STABILIZATION, WILDLIFE COVER AND WETLAND AREA N F CB/DH FND N 7Jr38 PROPERTY LINE " r a AESTECTIC; VALUE. SELECTION AND PLACEMENT OF JON 4 25 W o` TEP{IENSept. PLNTINS ;SHALL BE DONE IN CONSULTATION WITH THE JE 2.90 A-13 c 1 SCALE:1 = 20 QATE: Se1; 2000 TOWN OF BARNSTABLE CONSEVATION AGENT. PROPOSED FENCE N$EN A m I Q, u 2,16 REV. DATE: REMARKS • �c��OISTER � •••••••••••••••••• STRAW BALE AND SILT FENCE y �c A 02-05-2001 PER CON COM COMMENTS I n I SS�dAL E�i B 04-20-2001 REVISE SEPTIC SYSTEM ZO DRAWING NUMBER Ln H: 1995 95036 95036cs4.dw Cn EXISTING WATERLINE 95036 f rn rn i R. Variances Variances Requested: AUGUST 21, 2007 TOP OF FOUNDATION 18.9 SLAB: 17.0 SCHOOL SST SEWER INVERT AT FOUNDATION 15.85 15.96 CHAPTER 360-1: TO ALLOW SEPTIC TANKS TO BE 33' SEWER INVERT INTO SEPTIC TANK 15.53 15.86 0�A do 80' FROM THE TOP OF A COASTAL BANK (STATE SEWER INVERT OUT OF SEPTIC TANK 15.23 15.56 LOCUS DEFINITION) IN LIEU OF 100 SEWER INVERT INTO DISTRIBUTION BOX 14.71 14.71 Jt �c CHAPTER 360-1: TO ALLOW A RESERVE AREA TO BE SEWER INVERT OUT OF DISTRIBUTION BOX 88' FROM THE TOP OF A COASTAL BANK (STATE SEWER INVERT INTO SAS, 14.0 DEFINITION) IN LIEU OF 100' EDGE OF BROKEN PAVEMENT HB FOUND MHB FOUND BOTTOM OF SAS. 12.0 GROUNDWATER OBSERVED AT ELEVATION VARIANCE REQUEST APPROVED BY THE BOARD OF ' LOCATION MAP HEALTH AT ITS AUGUST 21, 2007 MEETING. REFER TO , LETTER BY BOARD OF HEALTH DATED SEPTEMBER 4, �• 7. 8% Loos GATE , 2/6/M2 P-7850 BARNSTABLE SO IL EVALUATOR: BOARD OF HEALTH AGENT: S PETER SULLIVAN DONNA MOIRANDI A-1 TEST PIT 1 TEST PIT 2 % " G.S.E. = 16.5 " G.S.E. = 16.5 ZONE C I I A-2 Olt LOAM do SUBSOIL LOAM do SUBSOIL a 18" 18" LOT 1 '� Nv.� 11'A• / i ; c SILTY SAND/MED. SAND SILTY SAND/MED. SAND F• MG �1'�1'$�1 i A-3 a 36" 36" v/ CB/bH FND Q P.� / y�) SS-03B JV' MEDIUM SAND MEDIUM SAND y s,?. N�F �� j 138" (ELEV 3.0 138" (ELEV 3.0) CNS CB FOUND (LocATION DATE: 1,/22/09) B-o1' s;i SB-02B S� s` EL - 16.05 EXIST1tIG FOUNDATION � GROUNDWATER OBSERVED GROUNDWATER OBSERVED •�� F � , � SB-01 AT 138" (EL. 3.0) AT 138" (EL. 3.0) 0 ZONE B ' NEW PIPE (SE 3-3772) AY Z OF SED DRN� � � SB-02 O INV. EL-2.4 ' _- r-+ • �� SB-03 S A L T ZONE Al M A R S H A. / A- � � A-10 `�'� THEN a a A_ A-B A-e * 3 N/F RICHARD F. SEELEY, ET UX. gg oA� ?3 ��j i EXISTING WATER MAIN No.30 1!3 S A L T A- .,��, b d� ? N 1500 GALLO i f (LOCATED 10/29/09) ��GlST M A R S H �� •J',�l�' 0 9• '?• b SEPTIC TANK . F`�Sl�IiAL �� . SWINc WORK L (FOR BARN) A-11 359 santuit Road �� (FIELD LOCATED) EXI511NG FOUNDATION eo• S�. i ' !o A-2 — / i PROPOSED /� s s Q DRIVEWAY s Votuit� Mass■T.O.F. = 18.9 So, (LOCATION DATE:10/15/09) i, a PREPARED FOR i U i o 1500 GALLON °�. Box TP � �' • ; Robert R. Benedetto 6V�� ,g SEPTIC TANK •O• N 1 A-12 N 75 38'25 W (FOR HOUSE) / I! MEEDGE OF ABANDONED 359• f 12' X 40' , •; CRANBERRY BOG DEFINED BY ASSESSORS % LEACHING SYSTEM / I' E. P. 2-5-92 - A-DIES septic system As Built Plan MAP 20 PARCEL 3 TP'1 pNSR 9_3-99 - SO SERIES FIELD FLOOD ZONE A11 (EL „) B i B" LOCATION BAXTER NYE ENGINEERING & SURVEYING A. P. N/F . -•.. N. N e-z7-BB Jok CB/DH FND PROPERTY LINE RF JEN$EN EL-16.19 42.90 S A-t • Registered Professional Engineers and Land Surveyors AREA MINIMUMS S. F. 0 ; 78 North Street- 3rd Floor,Hyannis,Massachusetts 02601 FRONTAGE - 150' Q 1 FRONT SETBACK - 30' ' Phone - (508) 771-7502 Fax - (508) 771-7622 ' SIDE SETBACK 15' � 40 0 40 80 REAR SETBACK - 15' 20' BUILDING SETBACK LINE FROM CENTERLINE OF SANTUIT "q }- SCALE IN FEET ROAD - UNDEFINED PUBLIC WAY SCALE:1 40 DATE: APRIL 1, 2010 DATUM FOR THIS PLAN IS NGVD O .q o Z a. Q REV. DATE: REMARKS a M SE 3 4203 (� 1 6 16 2010 REVISE INVERTS CPP Ln ADD BARN TANK 3 Amended Order of Conditions septic Permit # 2009.204 DRAWK MAIM 0: I 995\95036\95036cpp2.dwg CY 95036 ILI C 01 Q1 �g AS-BMT BCL�U.E B�EYSIl4d Variances Requestedi AUGUST 21, 2007 TOP OF FOUNDATION 18.9 sa+0o� sty SEWER INVERT AT FOUNDATION 14.85 CHAPTER 360-1: TO ALLOW SEPTIC TANKS TO BE 33' SEWER INVERT INTO SEPTIC TANK 15.53 & 80' FROM THE TOP OF A COASTAL BANK (STATE SEWER INVERT OUT'QF_SEPTTC TANK 15.23 LOCUS DEFINITION) IN LIEU OF 100' SEWER INVERT INTO DISTRIBUTION BOX 14.71 CHAPTER 360-1: TO ALLOW A RESERVE AREA TO BE SEWER INVERT OUT OF DISTRIBUTION BOX 14.51 0 88 FROM THE TOP OF A COASTAL BANK (STATE SEWR INVERT INTO SA& 14.0 DEFINITION) IN LIEU OF 100' HB FOUND EM OF a IGN PAVE1ilENT MHO FOUND BOTTOM OF SAS. 12.0 VARIANCE REQUEST APPROVED BY THE BOARD OF GROUNDWATER OBSERVED AT ELEVATION 3.0 LOCATION MAP HEALTH AT ITS AUGUST 21, 2007 MEETING. REFER LETTER BY BOARD OF HEAL TO DATED SEPTEMBER , 2007. 5 SOL LOGS DATE , 2/0/1M P-7860 SOIL EVALUATOR: BARNSTABLE BOARD OF HEALTH AGENT.. / PETER SULLIVAN DONNA MOIRANDI A_1 TEST PIT 1 TEST PIT 2 ZONE c i A-2 onG.S.E. = 16.5 ON G.S.E. = 16.5 I i LOAM 8: SUBSOIL LOAM do SUBSOIL LOT 1 • 18' 18' SILTY SAND/MED. SAND SILTY SAND/MED. SAND A-a a 36 36' MEDIUM SAND MEDIUM SAND CB/DH FND Q P`� % /� i,� SB-036 .� " 138 (ELEV 3.0 138" (ELEV 3.0) CNS CB FOUND � �� SB-02B EL = 16.05 1 (LOCATTIO11 O�ATFE:- 11/�22�/09) �', -01 GROUNDWATER OBSERVED GROUNDWATER OBSERVED FCMC*Tso __ SB-Ol AT 138- (EL 3.0) AT 138' (EL.3.0) UPL^ND 0 ZONE 8 , NEW PPE (SE 3-3M) Y 2 C y o P�� OF / f SS-03 INV. EL-Z4 + ��r►• ram" �'r /'Qt ' O SALT sd V ZONE Al M A R S H •• •' �t, ! �H Q�Vv EL 11 �O TEPHEN k A-10 q m AL - _ �r s• N/F RICHARD F. SEELEY, ET UX. N 21 CIO A o �� / ♦ i EXISTING WATER MAIN •p �d! p 99 1 �' �•4 •j ♦ oc* G/STER S A L T _ ,��, o ♦ (LOCATED 10/ 9/09) c�,� ' a M A R S H a �� J a 4' `�. b IQ L WORK A-11 AIA 359 Santult Road A-z (FIELD LOCATED EXISTING FOUNDA" c j ♦) •� �� ♦ ♦ PROPOSED. . � EXISTMG ♦♦ a a T.O.F. - 18.9 Q. �A ;♦ ;/ DRIVEWAY a Cotuit Mass. SO /-� (LOCATION DATE: 10/15/09) � � � ,► PREPARED FOR. eU a ♦ ./ � 1 500 GALLON DIST. BOX ' l�o ly eU 00' SEPTIC TANK 1P �0, + 1 A-12 bert R L Benedetto 7g ,Z5 w 3s, 12' X 40' I1 ! EDGE OF ABANDONED ASSESSORS 9 f j LEACHING sYST>=M— % j,� I. E CRANBERRY. 2-5-992 DEFINED E5 Se system Asbuilt Plan MAP 20 PARCEL 3 TP-1 ' �� 1 EM -,$-FIELD OCA O SE PER FLOOD ZONE Al I (EL. 11) do B ' BAXTER do^N1rE. INC. • � t BAXTER NYE ENGINEERING & SURVEYING A. P. NSF JN CB/bH FNO O e-27-98 ' ' PROPERTY LINE RF �ENSEN EL.-16.1s '4290 A-' Registered Professional Engineers and Land Surveyors MINIMUMS 4 I 78 North Street-3rd Floor,Hyannis,Massachusetts 02601 AREA - 43,560 S. F. Ilk- 150 i y FRONT SETBACK - 30' 'SIDE SETBACK = 15' Phone- (508) 771-7502 Fax - (508) 771-7622 Ln � N REAR SETBACK - 15' 40 0 40 80 N 0 20' BUILDING SETBACK LINE o FROM CENTERLINE OF SANTUIT }- SCALE IN FEET ROAD - UNDEFINED PUBLIC WAYS- SCALEA" = 40' DATE.- APRIL 1, 2010 DATUM FOR THIS PLAN IS NGVD C I� ."q REV. DATE: REMARKS N a n. / SE 3 . 4203 CPP s Amended Order of Conditions septic Permit # 2009.204 oRAwiNcNUAMER N 3 } w 0A 1995 95036 95036c 2.dw 95036 M O I u� m m O i , I FINISHED GRADE 23.0 g ELEVATION Leaching Area R e q u I r e m e n t S _ TYPICAL SYSTEM PROFILE Design Schedule F.F. EL = 24.0 CONSTRUCT ACCESS �o MANHOLE OVER INLET TOP OF FOUNDATION 70P OF TO TANK TO A7 LEAST 18.0 4 BEDROOMS AT 110 GPD/BEDROOM = 440 GPD �O FOUND. = 18.0 WITHIN 6" FINISH GRADE NOT TO SCALE FINISHED BASEMENT FLOOR 10.0 FINISHED GARAGE FLOOR 17.0 FINISHED GRADE OVER TANK 16'# ADDITIONAL 50% FOR GARBAGE DISPOSAL __NA__GPD ��iSSFT `J `J = FINISHED INVERT AT FOUNDATION 14.0 NISHED GRADE OVER D. BOX = 15.5# _ FINISHED.' GRADE OVER LEACHING SYSTEM = 15.5'# PER SEWER INVERT INTO SEPTIC TANK 13.8 C RATE _ <2 MIN. / INCH (CLASS 1 ) 8"MIN. SEWER INVERT OUT OF SEPTIC TANK 13.5 LIAR = 0.74 GPD S.F. yL� 3• (mi _ 4" SCH. 40 PVC FIRST 2' (TO BE LEVEL) » SEWER INVERT INTO DISTRIBUTION BOX 13.3 / SCHOOL STREET (TYPICAL) 4 SCH. 40 PVC 9 (min) Cover ~ s•(m"') oL2 min 36" (max) Cover SEWER INVERT OUT OF DISTRIBUTION BOX 13.1 PVC MIN. LEACHING AREA OF S.A.S. 10" a TEFS SEWER INVERT INTO LEACHING SYSTEM 13.0 0P FINISHED -�� .�. ,• GAS BAFFLE ,.,: 6 SUMP .. 4" SCH. 40 PVC ., / » F� BASEMENT ;: 8 to 2 440 GP 0.7 P �5 �Q� ��, LOCUS FLOOR = 10.0 WATER TABLE 9 S.F. N. ::.. ... 2 La er 1/ 1 Y BOTTOM OF LEACHING' TRENCH 11 0 D/ 4 G D/S F 5MI Peastone� LEACHING CHAMBERS 5.0 Q Q Q 6" CRUSHED Slope = 0.005 min PROPOSED SYSTEM : SIDEWALL (12+35)(2)(2)=188 SF REINFORCED CONCRET r o STONE �, BOTTOM 12'x35'= 540 SF 0P m oa FOOTING .•: • . . ' . . .. , 4" PVC • • C) O • O 0 • P0, O • • TOTAL = 728 SF a ,..., ,, •; • O O O O O O O O O O O O O O 0 O O O O O O LOCATION MAP BOTTOM ELEV= 11.0' GENERAL NOTES COTUIT QUADRANGLE s' ALL SYSTEM COMPONENTS SHALL BE INSTALLED IN ACCORDANCE SCALE: 1:2 RS 1500 GALLON SEPTIC TANK DISTRIBUTION BOX � WITH TITLE V OF THE STATE SANITARY CODE DATED MARCH 3,1, ASSESSORS TO BE INSTALLED ON A LEVEL STABLE BASE TO BE INSTALLED ON A LEVEL STABLE BASE Groundwater Observed 5.0' 1995 & ANY LOCAL RULES APPLICABLE. MAP 20 PARCEL 3 LEACHIN% SYSTEM ANY CHANGE TO THIS PLAN MUST BE APPROVED IN WRITING BY FLOOD ZONE All & B a THE DESIGNING ENGINEER. A. P. 700, ' A-1` WHEN CONSTRUCTION IS COMPLETED, PRIOR TO BACKFILLING, RF / ��P� NOTIFY THE ENGINEER & BOARD OF HEALTH AGENT FOR ' INSPECTION. MINIMUMS �"'.�� o��d , LOT 1 �4 AREA = 43,560 S. F. �L S i i ZONE C ALL SANITARY DISPOSAL SYSTEM PIPING TO BE 4" PVC, SCH. FRONTAGE = 15030� LOT7A��A OF UPLAND �J FRONT SETBACKo A-2 40. • 1.64 ACRES t o .� so- SIDE SETBACK = 15' 50' WIDE PUB AIYOUTY i ', " OFF 1916 STATE . - FT EXCAVATE AND REPLACE ALL UNSUITABLE MATERIAL REAR SETBACK 15 SURROUNDING SURROUNDING THE LEACHING FIELD FOR A DISTANCE OF 5', PER 3;0 C'MR 15.255. 20' BUILDING SETBACK LINE C f j P FROM_CENTERLINE OF SANTUIT i PROPOSED 24" DIA HDPE PIPE ,O REPLACE `-' ! PRIMARY BENCHMARK . NGVD ROAD UNDEFINED PUBLIC WAY EXISTING 10" DIA CMP PIPE%MTH FLARED Q r PROJECT BENCHMARK SEE PLAN END SECTION AND RIP-RAP AT OUTLET FOR a DATUM FOR THIS PLAN IS NGVD �,� P� EROSIGN CONTROL o LOCATION OF UNDERGROUND UTILITIES ARE APPROXIMATE AND PROP. PIPING,& FILLING OF ? z ! SHOULD BE VERIFIED IN THE FIELD BY THE APPROPRIATE UTILITY FES DITCH PERMITTED UNDER SE3-3722 w A-3 BAXTER, NYE & HOLMGREN, INC. N E I=4.of o COMPANY PRIOR TO ANY CONSTRUCTION. SOIL LOG P7850 DATE: 2/6/1992DMH BOARD OF_ �� 4 s `'ss GAP =a.a 2a F� TOTAL UNITS 1 STARTER,I END, & 2 INTERMEDIATES. SB & WRA FLAGS O; � r . ` ENGINEER : HEALTH AGENT : ' p. =a.a 2a'6oP s6-o3e ' � CB/DH FND. � Q i - IN THIS AREA PETER SULLIVAN DONNA MORANDI NI i 1,00r'YEAR FLOOD DEFINE INTERMITTENT 1 / ,.; •. ...,..,, „ - •„ l� , PLAIN. ELEV. 11 STREAM BANK WITHWASHED •.. .• '..,. ti;": +v..,•1 1 5" WA, - - SHED STONE.::, TEST PIT SB & WRA FLAGS -' NO BORDERING I EXISTIy� 24 VCP IN THIS AREA VEGETATED WETLAND - O •' 04 16.4 S DEFINE INTERMITTENT 2 Q ":,•:: ill x STREAM BANK TFi - ;.. •' !M --' .. _. .. f ;� R _ NO BORDERING .,. - .. LOAM & SUBSOIL r' . ' VEGETATED- WETLAND -02B 24" I. D. CLAY / F B EXISTING 1.5' I �. ,._. SB-01A PIPE DRAINS PROPERTIES � 44' - , ^ -;.- _ . 4 TO EAST OF LOCUS AND f-- CNS CS FOUND ''F O R,•E S TE D STATE REGU R D .. •' r •._ SB-01 �"�FLOW PASSES UNDER ROAD w AN_ -• - -�; PL OF LEACH CHAMBERS INV EL = 4.6' t EAST SILTY SAND 1 i' EL 16.05' :- UPLAND COASTAL. B E `.',T. cow, - 4 ) EX4 . _._ r 10 3 � •` � r � ZONE B • ..- ,._. -_ _._ �.. __ .._ -• 10"_.CMP -� � + r, ;` � NO SCALE + SB 02 + M B .w s' m STATE REGULATED - - - f ` ' J 3' O MEDIUM SAND I W c o COASTAL BANK n - - SB'� �, rn t /I a U 12' - N f _. - RA-1 A N / V) f 11.5' ` � -+ � �.. ._. _ ._.. - _ -� .._ -- - �2 - `' / �Q FINISHED GRAD • B. B E SB 03 36 MAX- M N /��/��/j��//��//��/��//��//��//��/ �� COMPACTED FILL NO WATER ENCOUNTERED /4, 9"` /�� /�� /� / /�/� 1 .. 2 - - - p _ EAST E WRA - • WRA, = WRA-3A ` RATE <2 MIN i _ � ,� �W � dL -. -- 2 _._ _. OO[a » TO 1 SALT FL / / • _., _.. - s ° DOUBLE ONE Al • - �`f 4 - 1A- A ° 3 12 �• � i� 3 .5 EL 11 MARSH - r.- ._... ._., _ M - w m WASHED STONE W@A-SA WRA 1 i ! a ONE _ AL ` ..._�..._... A.._.7A w- WRA-6A _. _: M. .� r r S O w; J SECTION _., 1 . fLLj A-9 - `LM jJ . __. ..,.. _.... ..._ ALE ORK LT K LIMIT a i 0 S A 0, TING DITCH A-8 _. - J _ r, PROVIDE 5' WIDE BY ' -RIP- RAP �. r- p' � -,�,`- - - + EXISTING SURFACE 1 L0� i41P RA 0 r, •- -•-� � � ` FLARED END SECTION' , BROKEN PAVEMENT A-4 A-5 _ µ _ _ - o. .,. WIDTH = 1 f t _ . ALL PIPE TO SCHEDULE 40 PVC - _ _ L -, .. , /F RICHARD F. SEELEY. UX. - -" REGU ATED, r STATE .__BANK_ ! N � S BE ULE SALT COASTAL. _ No ' s ntuit MARSH WRA-3 r �P�c, QT� ATED o Lot Road T REGUL .K t 1 Sa S P� r�AS _ w • { If A-11 AL It �9 �`J oPP�� o R K / Catult, Alass, PREPARED FOR A-2 r t' � •PROP: HOUSE &mSEPTIC Q PROPO j SEo / Robert R. Benedetto : PERMITTED UNDER SE3-3621 DRS I i ; Y ' So• ? TITLE oFFs£T w Septic System Design WRA-1 o at 10' MIN o �Lll� FORESTED � ' �4 1001 UPLAND o J w a , BUF�c£R 1 i A-12 BARTER, NYE & HOLMGREN, INC. NOTES: ' ; { t OF THIS SITE PLAN IS TO REPLACE THE �-E-Y " �`N .-� W 1 THE PURPOSE �53 , v, l } Registered Professional EXISTING 10-INCH DIAMETER CULVERTS'WITH A SINGLE 825" ry f I ��Of 24-INCH DIAMETER CULVERT. A DRAIN MANHOLE IS t 3s9' f 20• 1 3 i I �� En eers and Land Surveyors r,4 PROPOSED TO CONNECT WITH THE EXISTING 24-INCH £' - ' EXISTING CONTC: ,c / s I y MIN , _ EDGE OF ABANDONED DIAMETER CULVERT UNDER SANTUIT ROAD. i O65 / ' CRANBERRY BOG DEFINED BY h 812 Main Street, Osterville,MA 02655 <+ ONCE THE CULVERT IS INSTALLED, IT WILL BE 16-PROPOSED CONTOUR n i I. E. P. 2-5-92 A-SERIES o / ( � . �� Phone- (508)428-9131 Fax - (508)428-3750 BACKFILLED WITH CLEAN FILL FREE OF ANY DEBRIS. � / � '' , ENSR 9-3-99 - SB SERIES '�SISTE� clu THE RESULTING SLOPE WILL BE LOOAMED AND THEN 4 PLANTED WITH NEW ENGLAND WARM WEATHER GRASS A-12 WETLAND DELINEATION POINT BY L E. P. / FIELD LOCATION MIXTURE. THE LOAMED AND SEEDED SLOPE WILL BE I / I BARTER & NYE, INC. ZZ 20 0 20 40 o COVERED WITH A GEO-JUTE MATERIAL UNTIL SEEDING ��.,! 9-27-99 � o IS WELL ESTABLISHED. WINTERBERRY, BAYBERRY AND SB-03 WETLAND DELINEATION POINT BY E. N. S. R. o Z i BLUEBERRY SHRUBERY WILL BE PLANTED AT 4 FT. ON cca SCALE IN FEET N CENTERS ALONG THE PROPOSE FILL SLOPE TO PROVIDE WETLAND AREA of r�i iS ADDITIONAL SLOPE STABILIZATION, WILDLIFE COVER AND CB/DH FND N PROPERTY LINE n AESTECTIC VALUE. SELECTION AND PLACEMENT OF NIF 5 �^ 4 1� 9� a PLANTINS SHALL BE DONE IN CONSULTATION WITH THE SON �/� 4 J W A-13 1 1 rF�E�� cy,�, SCALE:1" = 20' DATE: Sept. 1, 2000 TOWN OF BARNSTABLE CONSEVATION AGENT. PROPOSED FENCE NSEIy OAl f ' 3 STRAW BALE AND SILT FENCE , /� is / REV. DATE: REMARKS _ h ••••••••I. •••• •• .� STEP� A 02-05-2001 PER CON COM COMMENTS Q I FSS� NG� �' -- B 04-20-2001 REVISE SEPTIC SYSTEM LID rn DRAWING NUMBER Ln LO H: 1995 95036 95036cs4.dw CD EXISTING WATERLINE 95036 vaw { MHB FOUND r MHB FOUND f EDGE OF BROKEN PAVEMENT r saao� is i d w r LOCA TION MAP 1 IT QUADRANGLE 6 COTU QU SCALE: +IN 1.25 000 r ASSESSORS t z MAP 20 PARCEL 3 <on r tt FLOOD ZONE all & B t t A. P. ./ ! r I _: A 1 r RF 1 ! �, MINIMUMS / � ZONE C f f AREA 43,560 S. F. P ' f FRONTAGE = 150 s •►� LOT 1 \ 0 FRONT SETBACK 30 to ' r i r r .� �' LOT AREA OF UPLAND ! s; SIDE SETBACK 15 � vs REAR SETBACK ,. 15 1., / 71,471 S. F. t / A2 .- . ,r 8 1.64'ACRES f J , ACK U 20 BUILDING SETB NE tv .� i t r �o .. W f, FROM CENTERLI NE OF SANTUIT .r✓ _ O 1 r ; ROAD UNDEFINED PUBLIC WAY. P DATUM FORTHIS PUN IS N W N AL a P 3 o i h r �. '_ P m t' l l V t' f f n. N t ` , r CO SB FLAGS P WRA a W �N • de _ f z � r k ! r. . d / 1 '6 IN THIS AREA � , \ r A 3 W R AS-BWLT i T e 7 1 � DEFINE.INTERN TTEN 1 © 6 `o t� ALANK WITH ! z I 'S 18" PVC STREAM B ! I i Z9t NO BORDERING f .0 r i rWETLAND ATED •C� VEGETATED S v SI ? .F J a i r P F � ;r P r � S+ G� SB 03B 1 1 r : CB FWD P P r 1 YEAR FLOOD I r 00` • f � N f f.P i PLAIN ELEV. 11 1 w- 4 t' f E�SOSTING 2 VCP FLAGS l i SB dC WRA f y r IN THIS AREA r .10 s N DEFINE INTERMITTENT- TTENT r I f � >r STREAM BANK TA r NO BORDERING , 02B ExIS11NG 2 4 I S r • D CLAY 1 � VEGETATED'YYETt.ANID s- ! PIPE DRAINS PROPERTIES j 1r tS'i �-• .r SB 01A .�' TO.EAST OF LOCUS AND F W { _ r Fl.0 PASSES UNDER ROAD / I .� _ .� SB 01 T _ � 4 FOR S ED ,.- ._... INV Q .6 t EAS FOUND _ _ J t r CNS CB F _ ,�. ._ SB 02 . , A ... INY EL 4.8 (WEST) EL 16.05 r UP/ LAND _ �, 1 r r r H ERV�TIi�H Ht��'ES. / ZONE _ ..-- ► CO S r r 1 _ r _- y 10.94 ,» _1EA �. _u r �,. Permit expires December 29 " 2009 r sraTE REcu r ia.6s 5E 3 4203 r K _ _.- _ i BAN .. _ _. .. _. t r ,7— COASTAL --�i0�a4 ,- COA5 � � HOUSE CONSTRUCTION i � ._. �. ,._ .- r PROPOSED SE r SEPTIC PERMIT 9$ 153 1 r SE 3 3722 Permit expired February21 2007 t M AL PIPING OF DITCH 1� .a1 _ .. 3-3722 IS TO REPLACE THE THE PURPOSE OF SE F�aoo 1 _ _ SAL T _ ..- 1 CULVERTS WITH-A SINGLE_. � STiN O-INCH DIAMETER LVER WI..� EXI G 1 f.r -. CULVERT. A DRAIN MANHOLE S ..►� 4-1N DIAMETER LVER _....,. _ � 2 CH Al TER 1_ WRA- ; ...- a >:_s_H r _ _ _ TO CONNECT WITH THE Ex1S7i'P1G 24-INCH _ PROPOSED 1 _ i WRA 5 :DIAMETER CULVERT UNDER SANTUIT ROAD. AILA ` s�. _ �.. ONCE THE CULVERT IS iN TALED IT WILL BE _ - __ .� _ :.._ BACK WITH FILL aHDEBRIS.., WRA-SAA 9 .- r FlLLED CLEAN LL FREE OF Y ,...-�- � _. _ _ , _ THE RESULTING SLOPE WILL BE LOOAMED'AND THEN _ ._ ...- PLANTED WITH NEW ENGLAND WARM WEATHER GRASS r ...,.. .... ✓. / ... y i .. .._.. � _ ...y _.. _.- :.... ,,,- �!. t MIXTURE. THE LOANED AND::SEEDED SLOPE WILL BE r _... - J A B N 1 TCH _� _1 _D G _ N _ _ _ COVERED WI A GEO-JUTE MATERIAL UNTIL 1 STI � _ .._ . TH AL L SEEDING ' d►� ! _ _ K .._ STING SURFACE_ .� ._ r..: __ ., EXI 15 ESTABLISHED. WINTER�tRY 'BA BAYBERRY AND A 5 --7 _ �- �.. _ ...� : WELL YBEIR E R BROKEN PAVEMENT U R Y WI.�: BLUEBERRY SH UBER LL BE PLANTED AT 5 FT. ON ' CA TH 1 I MAD TH_ _ CENTERS ALONG E PROPS FILL TO PROVIDE _ � __ ..._ r R SLOPE A A 5 .. / N RICHARD F. S@ELEY ET `UX. .- _ -�. -- �..... ..� ....- ADDITIONAL SLOPE STABILIZATION. WILDLIFE COVER AND / i AESTECTIC VALUE. f 5 A L T 1 ftSTORA AOI11 A / r 1 r r 9O i 3 1 r : P A r MARSH / pp 17C 7 t A 11 AL AL i . r e ` f r/ / t .r� uMIT OF �lr i r wrx _ t r i r r _ t r k r r r i - 1_ 1 A 2 y AR r f r J » C r f I AL F AL C\1 f Ge g 1 �c co a ! i 353 Santult Road ` 1 o � 1 � tl� t! aSS■ � A 1 ..,, A 1 WR " 9U 1 F SIN Y . CD fMtEPARED FOR ; AM/ aCE' � �IIB. L Y FORESTED b -F- FlV0 �4l`NGRobert R. Benedetto - l N 1 1 U PLA D 0 } 1 A 12 1001. p.. 1 I l , _ TiT1E _ 1 0 T , ' M I 1 1 N ' ■ ' I sID" Conservation i n � Plan E 42 � 1 Cyr �e at a Site � � 3 03 1 1 . s l f . ...,. EDGE OF ABANDONED ♦ Y. 1f2` t► n A . . 'CRANBERRY BOG DEFlNED BY C 1 v r , . K . . S. I E. P. 2 5-92 . A SERIES. v _ ' 1 1 7. 1 1 1 .. M l I y_�� , 1 ENSR a >� SO SERIES T KEY RENGINEERING SURVEYING �- }3A►��I"E NYE�f��'E Cxl�� 2.ING c4� Y 1 FIELD P ELD LOCATION P 1 A l ; v 1 l 1 $AXTER dt NYE, INC. H i r o t°'R 1'�►.. I 9 27 99 Registered Professional Engineers and Land Surveyors © r v ' 1 - , y _ 1 N treat Floor'Hyannis,Massachusetts 0260�. _. 78 North S 3rd sTINc CONTOUR EXI v v I ' 3 , Phone 8 771 7 02 Fax S 771 7b22 a A. on 50 5 SO l t �PROPOSED CONTOURP PROPERTY LINE 100 7S•�. `PRO E i N I w J4N 4 J 8p A1 3 f N S E _ OF . E. P. TOWN N DELINEATION POINT BY I A 12 WETLAND DELI EA 20 0 20 40 SB 03 WETLAND DELINEAT ION POI NT BY E. N. S. R. t f ko. rlr SCALE IN FEET c1 . �. WETLAND AREA VarianceRequested: S SCALE.1 2Variance R QA REMARKS PROP FENCE tE PROPOSED ALLOW SEPTIC TANKS TO BE 33 CHAPTER 3d0-1. TO 'a7 , _ dt 80 FROM THE'..TOP 0F'A COASTAL BANK STATE: q , t 02 05 01 Per Con.. Cam. Comments OF 100 •1N LIEU . ...:. ... T FENCE t DEFINITION) AW ALE AN D SILT B STRAW B 41 19 04 Revise Grodm 1 2tX1a0 DATE. September EXISTING WATERLINE 3 • A RESERVE AREA TO BE --CHAPTER 3E�-1. TO ALLOW � C 08 16 06 Rev.. Pro . L ut OF A COASTAL BANK STATE 8$ ,FROM :THE TOP ( i � for Am Order �. DEFINITION. IN``LIEU OF 100 11 10 06 R oast ended E — — Revise Work met 12 22 06 U F r late WL for-S 3-3722 0? 23�07 Da E ++� .r r G rn 07 D3 07 Revise House Add Bo N 07--2 6-- 7 Vo nce R ue4# DRA N11 0 rki M�IG PRI VA Q 0A 1995 95036 95036cs5dw to 95036 V1 6 f ; i j < 9 , Y F SET AT LEAST ONE COVER TO WITHIN 6' OF FINISH 'GRADE. S AT LEAST ONE COVER TO WITHIN PROPOSED TOP Of FOUNDATION = 17.0 RISERS do COVERS SHALL BE WATERTIGHT 6 OF FINISH 'GRADE RISERS & N COVERS 5FIALL BE WATERTIGHT � EXISTING GRADE OVER TANK = 16 8 µ FINISHED GRADE OVER D. BOX 16.0 w 3 MAN. f FlIV15fIED GRADE OVER HING SYSTEM 16.0-15.5 28 1f�4" SCH 40 'PVC OS=1.89X _ 6" MIN. ! INV OUT 15.0 '�] _ r. �...•+�.�.�...�...,.r....D ..r - �NST&L. ONE INSPECTION PORT INV IN= 14.8 10 MAN. _ , ,► » 1b PVCINV OUT 14.5 FIRST 2 BE LEVEL 2 OF DOUBLE 9 min over wrttilN 6 of FlNISfI GRADE 4- WASHED PEASTONE OR PER FJUCt1 CWIMBER 36 max Cover k�• 4 SCH. 40 PVC GEOiDMLE FILTER FABRIC 2 Y GAS BAFFLE MV IN= 13.0 `CONNECTION W IN-13.4 . �.� ..._.. . 14 6 SUMP • OUr-13.2 • REINFORCED CONCRETE . .w:'.aLt• of ,�.,,N,1Ct i'w: Ord,, : ,► 0 w ♦ , I • ' • ,, ... 1.• •.. • J/. 4 • . 4 • . .t ' it ~ 6 CRUSHED , .. , .• .i . 3. a • ,.t..j •' • STONE BASE EL • 12.0 � UNSUITABLE SOILS IF ENCOUNTERED BELOW BOTTOM STONE C T� I X THE PEASTONE ELEV (TOP OF SAS), SHALL BE 5 MIN 'Y+ ilk REMOVED TO THE "C:HORIZON AS REQUIRED WASHED SrnNE TO BE INSTALLED ON A LEVEL STABLE BASE SEE CONSTRUCTION NOTE J S HEREON. No Groundwater Y Observed O Elev. 4.9 AMA } Yc t } s. NITROGEN LOADING LIMITATION. NA f'. RESIDENTIAL: 4 BEDROOMS Y x 110 GEMROOM TOTAL DESIGN FLOW = 440 GPD GARBAGE GRINDER TO BE REMOVED PERC RATE = <5 MIN, (CLASS INCH 1 l ) LIAR = 0.74 GPD S.F. MIN. LEACHING AREA OF SAS. REQ iRED: H NOTES: 440 GPD S.F.f 595 S.F. MIN. 0.74 GPD CONSERVATION H 0 , . . MANHOLE FRAME AND r � 1 r . COVER TO<G GRADE SE 3 4203 Permit expiresDecember PROPosED SYSTEM: 29, 2009 R IF UNDER PAVEM WASHED STONE 2 PEASTONE 0 � � -PROPOSED wousE CONSTRUCTION Y • SEPTIC PERMIT 98-153 GEOTEXTlLE FILTER 4.0 � Y 4A . FABRIC f SIDEW AR + 1 x _ALL EA. 40 2 2 2 DEPTH 204 SF SE 3 3722 Permit expired February 21 07 BOTTOM AREA. 40 x. 12) 480 SF ,. . . . - .�• .,,• ,•. .••. � r , 1 ,� � � 1 t x ,•. -PIPING OF DITCH .� � n _ s -TOTAL EFFECTIVE LEACHING AREA 4 2 12 yy , r x .. P THE PURPOSE SE 3722 IS TH� OF 3- TO REPLACE E EFFECTIVE �� .., REpI•A L �•.. 1i4 • tl a •� � �-8.0as STING 1 INCH D1A -CUL WA O-- METER VERTS 1H-A 4 SINGLE . t, K .� ti DEPTH.. .. ti. a '. a ti, r' .. x 24 INCH AM T n . . DIAMETER CULVERT. A DRAIN MAN SEI�ITC 1fC S�1 ry`�. 440 ; A. 20OX 880 GAL �. ,• r,.t .. v �.. MANHOLE Is a EX SEPTIC �UIIK IS t500- ONS , , _ PROPOSED TO CONNECT WITH THE EXISTING 24-INCH 4 4 4 , AMETEK T N_ /' i �' DI CULVERT UNDER SANTUIT ROAD...: _ r3 4 t i 2 WASHED STONE r ' iT , 121 r 4 . THE t s... k.. ' ONCE E CULVERT IS INSTALLED, I WILL �. �. � VER ALLED T LL BE BACKFILUM WITH CLEAN FILL FREE OF ANY DEBRIS. coo 8 t! THE RESULTING SLOPE 32 WILL BE LOOAMED AND THEN PLANTED WITH N EN W CONCRE�'E FLOW DrFFUSER DETAIL NEW GLAND ARM WEATHER GRASS } . L I . 1 HOUSE BARN (H 20 L�QADING) r 40 MIXTURE. THE LOAMED AND SEEDED SLOPE WILL BE COVERED WITH A GEO-JUTE MATERIAL UNTIL SEEDING NO SCALE IS WELL ESTABLISHED.; WINTERBERRY, BAYBERRY AND TOP OF FOUNDATION 17.0 1 . BLUEBERRY SHRUSERY WALL BE PLANTED AT 5 FT. ON 'CENTERS ALONG THE PROPOSE`FILL SLOPE 'To PROVIDE F SEWER INVERT OUT OF FOUNDATION (EXISTING )) 15.0 15.2 NO SCALE ADDITIONAL SLOPE STABILIZATION, WILDLIFE COVER.AND. AESTECTIC VALUE. SEWER INVERT INTO SEPTIC TANK 14.8 15.0 SEWER INVERT OUT OF SEPTIC TANK 14.5 14«7 SEWER INVERT INTO DISTRIBUTION BOX 13.4 SEWER INVERT OUT OF DISTRIBUTION BOX 13.2 C SEWER INVERT INTO LEACHING CHAMBER 13.0 BOTTOM OF LEACHING SYSTEM 11.0 t NO GROUNDWATER 0 T ELEVATION GRO DATER BSERVED A ELEVA ON 4.9 359 antult Ro ad +gad CONORCM C tint M s 1. ALL SYSTEM o ass 80L LtXIi DATE 2/a/92 COMPONENTS SW1l.L BE INSTALLED IN ACCORDANCE WITH TITLE V OF THE STATE SANITARY CODE DATED 31, 1995, A5 AMENDED P-7,850 PREPARED FOR , A N THROUGH THE-DATE OF THIS PLAN, & ANY ; B R STABLE LOCAL RULES do REGULATIONS. G SOIL EVALUATOR: BOARD OF HEALTH AGENT. APPLICABLE. Robert R. Benedetto PETER SULLIVAN P.E. DON M NA RANDI 0 2. ANY CHANGE TO THIS PLAN MUST BE APPROVED IN WRITING 8Y THE f T PI 1 ENGINEER. ELEVATION INFORMATION M NOT TES T UST BE CHANGED WITHOUT WRITTEN TALE on - f PR APPROVAL BY THE ENG NEER•PRIOR APP V I _ G.S.E. - 16.4 Site Conservation �► S e Plan SE 3 4203 , SUBS LOAM do SU BSOIL 3. WHEN CONSTRUCTION IS COMPLETED,M PLETED,:PRIOR TO:BACKFlLUNG, NOTIFY THE r BOARD OF HEALTH AGENT FOR-INSPECTI 1.5 ON t r r 4. ALL SANITARY`DISPOSAL SYSTEM` PIPIN G TO BE 4 SCHED 40 PAC. UN SILTY SAND LESS BAX"TER NYE ENGINEERING & SURVEYING TH O ERWISE NOTED HEREIN. 3 r Registered Professi n o at Engineers and .and Surveyors - 5. EXCAVATE UNSUITABLE. MA AS Y TE'R1A. NOTED, ;T� THE C HORIZON_ FORA ' MEDIUM SAND HORIZ. DISTANCE OF 5 SURROUNDING7$North Street-3rd Floor, THE LEACHING FIELD, AND REPLACE oo Hyannis,Massachusetts 02601 WITH CLEAN SAND PER 310 CMR 15.255 THE P Y TO E TO ELEVATION OF ELEV THE...SAS.. �►OF c 11.5ELEV 4.9 Pho ne Sa$ 771 7502 Fax... ... 508 6 77I 7 22 ; 8. INSULATE ALL PIPES.AGAINST FREEZING AS I REQUIRED WHEN LESS THAN 3a 0F COVER• 7. A GAS BAFFLE SHALL BE INSTALLED ON OUTLET TEE. 20 0 20 40 w l3 T � SCALE IN FEET.. �IA PERC A 60- (ELEV. 11.4 • M ,SCALE.f_ 20 RATE= >2 MIN IN 7 Varian �' s ZG D REV. DATE: REMARKS � CHAPTER 360-1• T0 ALLOW TIC TANKS 33• - -SEPTIC TO BE A 5 r 1 ; 02 0 01 Per. Con.;Com. Comments de 80• FROM THE OF A AST . _ TOP COASTAL BANK STATE } ( 11 19 04 Revr� Grad DATE September f 2000 DEFINITION),IN-LA-'U OF 100' p , C _ ; 08 P 16 06 Rev.. . ro . Layout CHAPTER. 1• TO ALLOW A'36q- RESERVE AREA 'n0 BE , 88'.FROM THE TOP. OF A COASTAL BANK STATE 11-1 -06 R 0 uest for Amended Order E _1 2 22 06 Revise Work Limit DEFINITION) NV LIEU OF 100' . i f 0 2 _. - k ; 7 Delete 2 3 0 De e WL..fore.SE 3 3722 C 2 .. G 07 03 07 ' Revise House Add Born H WNW • 07 26. 07 Variance oast 0• 1995 95036 95036cs 5d w 95036 3 'I 0�� F.F: EL = 24.0 FINISHED GRAOE 23'0 TYPICAL SYSTEM PROFILE Design Schedule ELEVATION Leaching Area Requirements TOP OF MANHOLE OVER TOP OF FOUNDATION 1&0 c TO rANK TO Ar LEAsr 4 BEDROOMS AT 110 GPD/BEDROOM = 440 GPO FOUND. - 1&0 :� waNW e' FINISH c;& NOT TO SCALE FINISHED BASEMENT FLOOR 10.0 q v/ ••- FINISHED GARAGE FLOOR 17.0 ADDITIONAL 5OX FOR GARBAGE DISPOSAL. _NA_GPD FMv�HED GRADE °� TAW ` 16'f QED GRADE OVER D. 80X SEWER INVERT AT FOUNDV1110N 14.0 f SEWER INVERT INTO SEPTIC TANK 13.8 PERC RATE = S2. MIN. / INCH (CLASS 1 ) ��' '-• e'rwgr. � � • FNrSHED GRADE °� �M + ts.�'f SEWER INVERT OUT OF SEPTIC TANK 13.5 SCHOOL LIAR = 0.74 GPD S.F. GF SHEET �-:• 4 SCH.CAL40 PVC •„ '• - �, FIRST 2' (YO 8E LEVEL) 9' (min) Cover :SEWER INVERT INTO DISTRIBUTION BOX 13.3 .r• 4' SCH. 40 PVC _ , SEWER INVERT OUT III 36 Cam, Cover SEWER INVERT INTO OL.EACNING DISTRIBUTION SYSTEM BOX 13.0 MIN. LEACHING AREA OF SAS. 0P FINISHED '`=-- BAFFLE SUMP - 4" SCH. 40 PVC LOCUS BASEMENT • •* ' • - 2%cow 1/8"to1/2" BOTTOM OF LEACHING TRENCH 11.0 440 GPD/ 0.74 GPD/S.F.= 595 S.F. MIN. 5 WATER TABLE 5.0 PROPOSED SYSTEM SIDEWALL (12+35)(2)(2)=188 SF �. FLOOR 10.0 - ,• ". 'h rr Peastone LEACHING CHAMBERS Slo s O.00S min Q P¢� } g • '`'' RONFTxicED • " WI BOTTOM 12'x35'= 540 SF 0 m mom •- • '• _ � •s..•.� •.s,•:,:.z...`�,.,,.;,.. •.•�M� ._ •. 4" PVC TOTAL 728 SF LOCATION MAP GENERAL NOTES BOTTOM ELEV- 11.0' COTUIT QUADRANGLE 6' ALL SYSTEM COMPONENTS SHALL BE INSTALLED IN ACCORDANCE 1:25,000 � 1500 GALLON SEPTIC TANK DISTRIBUTION BOX I WITH TITLE V OF THE STATE SANITARY CODE DATED MARCH 31. ASSESSORS I Groundwater Observed o 5.0' 1995 & ANY LOCAL RULES APPLICABLE. MAP 20 PARCEL 3 TO BE INSTALLED ON A LEVEL STABLE BASE TiO � wSTALLED ON A LEVEL SrAeLE BASE LEACHII� SYSTEM ANY CHANGE TO THIS PLAN MUST BE APPROVED IN WRITING BY FLOOD ZONE A11 do B - � � � ,� r THE DESIGNING ENGINEER. / / 1 A. P. � T , ' I` l A-1 WHEN CONSTRUCTION IS COMPLETED, PRIOR TO BACKFlLLING. i Bli�' NOTIFY THE ENGINEER & BOARD OF HEALTH AGENT FOR RF T �P� / J? I I / i l INSPECTION. MINIMUMS c AREA = 43,560 S. F. S T�G i 0�� LOT 1 ZONE C I i ALL SANITARY DISPOSAL SYSTEM PIPING TO BE 4" PVC, SCH. FRONTAGE - 150' ^f.•� O� / LOT AREA OF UPLAND V / / 71,471 S. F. f / / A-2 �' SIDE SETBACK 15' 0.0 1.64 ACRES f ,8 SO.50 MADE PUBLIC WAY , REAR SETBACK 15 1916 STATE LAYOUT i � � / N T EXCAVATE AND REPLACE ALL UNSUITABLE MATERIAL O SURROUNDING SURROUNDING THE LEACHING FIELD FOR A 20' BUILDING SETBACK LINE / 3 0/ DISTANCE OF 5. PER 310 CMR 15.255. FROM CENTERUNE OF SANTUIT i Q 1 ,� PRIMARY BENCHMARK : NGVD ROAD - UNDEFINED PUBUC WAY i l m l PROJECT BENCHMARK : SEE PLAN DATUM FOR THIS PLAN IS NGVD F►'t i , l I W / 9 LOCATION OF UNDERGROUND UTILITIES ARE APPROXIMATE AND PROP. PIPING do FIL.UNG OF ! i� z / / ' SHOULD BE VERIFIED IN THE FIELD BY THE APPROPRIATE UTILITY u ��•� l DITCH PERMITTED UNDER SE3-3722 l ♦ o , l A-3 COMPANY PRIOR TO ANY CONSTRUCTION. BAXTER, NYE & HOLMGREN, INC. � 0 � � 3 l �. SOIL LOG P7850 DATE: 2/6/1992 s M�vC� s BOARD OF ��s� `aP 4 TOTAL UNITS 1 STARTER.1 END, & 2 INTERMEDIATES. ENGINEER : HEALTH AGENT : QP•(R \ SBN TMWSA CGS r r i i SB-038 C8/bH FND � / � i PETER SULLNAN DONNA MORANDI ~ N i 1 YEAR FLOOD DEFINE INTERMITTENT '';::1-1.5" WASHED STONE•.' :�:� I i N. ELEV. 11 STREAM BANK WITH � / � � ' - ".•z�. TEST PIT I SB & WRA FLAGS NO BORDERING / / I ESgSTII jG 24 VCP 1 1 IN THIS AREA VEGETATED WETLAND 6.4 h �. 1 1 s DEFINE INTERMITTENT 110 I � ' / ' / � ) / � �'- `"��f�.;��•;y� "�;,�`".'•� 0 e 1 1 w?�� STREAM BANK yIATHLOAM & SUBSOIL � � 1 I `r��?s« � t vEc�TATEB'WETNLAND � � � � ' � ' _ _ \ � ' ' / •- / 1 i -028 EXISTING 24 1. D. CLAY ps 1• ' I l / / E ' '' _ / / / / PIPE DRAINS PROPERTIES 44' ,,Ib / , ' _ / SB-01A TO EANT OF LOCUS AND I- O / l CNS CS FOUND -FO._ STEED STI'►•v RECA11 ♦FLOW • _ � � - � '' � / � PASS's.S UNDER ROAD w PLAN OF LEACH CHAMBERS / / M- BAH - - ' - ` - - ' _ _ - I SB-01 INV EL £ 4.6' * (Ehl;T) o� ' SILTY SAND ! EL - 16.05' U P LAND COASTAL _ - EIST: l / / i _ - _ _ 10"SIP _ - -' ' •. 1 a SS-O2 EL ~• 4.EI" t (W�. ., vN N _ _ 3 N / ZONE 8 _ _ - T'00 - _ t I O I INV SCALE / o ,moo• ,� / MEDIUM SAND l / STATE REGULATED = r _ =r ' - _ _ _ - '' / I I I / ' _ l I C i COASTAL BANK - ' _ _ - ' _ -1A 11 `� FINISHED GRADE _ -- l l I r - ' - - - SB-03 36'MAX.- 9'1�IN. COMPACTED FILL NO WATER ENCOUNTERED I I - - - _ _ _ _ _ - - - WRA- 1 I 2- l I - _ _ - i .7f I I PEASIONE 1 _ � � � - - - - - - - - - - - _ - A-3A A-1c2 - � ' � ' � � � � � �-1 I c� �IYc ,. , , .. RATE= <2 MIN/IN S A L T 1 \ \ \ \ _ _ i - - - - - - - " �� jL-11- ` - W6t�►- I I 2 3�.5' 3/4' TO 1 1/2 ZONE Al 11WAR \ \ 1 - - - - - --V � - ,. � '� � � � ` � � �- _' / l I s.: :: ' ; . DOUBLE MARSH / • ( EL 11 1 \ \ 1 - - - - - - - - _" - _ _ _ - _ WA-4 WRA- WASHED STONE SECTION _ _ _ � / / / � / / NO SCALE •EXISTING DITCH •� doeI I EXISTING FACE CULTEC RECHARGER 330 ' A .6 _ - _ - - - 1 16 - - - - - / BROKEN PAVEMENT �Illc A- WIDTH - 1 ' t N/F RICHARD F. SEELEY, ET UX. ALL PIPES TO BE SCHEDULE 40 PVC M A R S H ,IY�. A- ' / // /' / '�• - TED _ // I • \ - A,� ��, _ o. � 359 Santu�t Road � BANK ' " Cow �. M ' T / / ' A-11 Cotuit, Massachusetts 'r�Y` 11 �l /' / / �q � �y�� \ p R K / � � / / , W / PREPARED FOR PROPSri o , , I I � Robert .R.-Benedetto ,o \ OR/VEWA \ I \ Ay I I ! ME WRA-1 2iiQ / I ' ' I Septic System Design ,L � - p Y 9 \ I FORESTEDo� \ i �100• UPLAND e I I ' , i A-12 _ a BAXTER, NYE & HOLMGREN, INC. K E Y N 7s ?s« l I i I i I IH OF Mgss Registered Professional sTEP elv 9�yG Engineers and Land Surveyors EXISTING CONTOUR w ! y I I I i I , I EDGE OF ABANDONED g ^ 812 Main Street, 0sterville, MA 02655 PROPOSED CONTOUR I O I CRANBERRY BOG DEFINED BY y I I I. E. P. 2-5-92 - A-SERIES No.3021 e , a / I I I Phone- (508)428-9131 Fax - (508)428-3750 1 I I I ' I ENSR 9-3-99 - SB SERIES �� .` o\�e A-12 WETLAND DELINEATION POINT BY 1. E. P. , a I 1 I 1 I I FIELD LOCATION \S/ONAL E ' BAXTER & NYE, INC. 20 0 20 40 9-27-99 c o 03 S8-03 WETLAND DELINEATION POINT BY E. N. S. R. I I I I I ' SCALE IN FEET 0 ! I I I �111L WETLAND AREA N� CB/DH FWD N 7s•2s� I 0 co PROPERTY UNE , I '�`' « PROPOSED FENCE JON �s280 W I ! A-t3 SCALE:1 = 20 Sc 2�p 3 DATE.- Sept. 1. 2000 N O I REV. DATE: REMARKS STRAW BALE AND SILT FENCE J V _ I �lis proposed house and septic system A 02-05-2001 PER CON COM COMMENTS Cmi Q were approved of under SE 3-3621 which B 04-20-2001 REVISE SEPTIC SYSTEM C 10-14-2003 REVISE: FOR REFIUNG W/CC Z 0 � I expired on May 17, 2003. S DRAWING NUMBER H: 1995 95036 95036cs 5.dw EXISTING WATERLINE 95036