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Home My WebLink About0064 EBENEZER ROAD - Health 64 Ebenezer Road Marstons Mills A= 123-052 / _ r Sk 27933 Ps194 01498 01-14-2014 a 09 = 43a DEED RESTRICTION B jPj - (//U WHEREAS, Mark A. Macallister and Jennie A. Macallister,of 64 Ebenezer Road, Osterville, Massachusetts 02655,are the owners of the property known and numbered 64 Ebenezer Road, Osterville,Barnstable County,Massachusetts 02655and described in a deed recorded with the Barnstable County Registry of Deeds in Book 27733,Page 24; WHEREAS, Mark A. Macallister and Jennie A. Macallister, as the owners of said property,have agreed with the Town of Barnstable Board of Health to a restriction as to the number of bedrooms which can be included in any principal dwelling located on said 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 for the Subsurface Disposal of Sanitary Sewage; and 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 15.000, State Environmental Code,Title V, Minimum Requirements for Subsurface Disposal of Sanitary Sewage,are requiring the restriction on the number of bedrooms in the principal dwelling constructed on the property be put on record with the Barnstable County Registry of Deeds by recording this document; NOW THEREFORE, Mark A. Macallister and Jennie A. Macallister do hereby place the following restriction on said property in accordance with their agreement with the Town of Barnstable Board of Health and Town of Barnstable Building Department, which restriction shall run with the land and be binding upon all successors in title: 64 Ebenezer Road, Osterville, MA may construct upon the lot a principal dwelling that contains three(3)bedrooms. Mark A. Macallister and Jennie A. Macallister agree that this shall be a permanent deed restriction affecting the property located at 64 Ebenezer Road, Osterville,MA,more particularly described in a deed recorded with the Barnstable County Registry of Deeds in Book 27733, Page 24. The foregoing restriction shall remain in force only so long as the property is serviced by a private septic system,and said restriction shall terminate and be of no force and effect upon connection of the property to a public sewer system. f Executed under seal this day of January,2014. Mark A. Macallister e ie A. Macallister COMMONWEALTH OF MASSACHUSETTS Barnstable County On this / day of January 2014, before me, the undersigned notary public, personally appeared Mark A. Macallister and Jennie A. Macallister and proved to me through satisfactory evidence of identification, which was personally known to be the persons whose names are signed on the preceding or attached document, and acknowledged to me that they signed it voluntarily for its stated purpose. Albert J. Schulz Notary Public My commission expires: J. fit BARNSTABLE REGISTRY OF DEEDS a'a Iil Fees 0 COMMONWEALTH OF MASSACHUSETTS Entered in computer: THE COMMONW Yes r PUBLIC HEALTH DIVISION -TOWN OF BARNSTABLE, MASSACHUSETTS ZippYication for 30i!gpomf *pgtem Conotruction Permit Application for a Permit to Construct( . )Repair(X )Upgrade( )Abandon( ) ❑Complete System ❑Individual Components Location Address or Lot No. Owner's Name,Address and Tel.No. AssessorsT p7lrarce zer Rd.., Osterville Jennifer Lawrence Installer's Name,Address,and Tel. . Designer's Name,Address and Tel.No. Wm. E. Robinson Septic Service Dan Johnson P O Box 1089, Centerville 804 Main St. , Osterville Type of Building: Dwelling No.of Bedrooms 2 Lot Size sq.ft. Garbage Grinder( ) Other Type of BuildinRes ldenti l No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow 220 gallons per day. Calculated daily flow gallons. Plan Date Number of sheets Revision Date Title Size of Septic Tank Type of S.A.S. Description of Soil: medium RAnd Nature of Repairs or Alterations(Answer when applicable) Replace failed SAS with - 2 drywells at 25 'L X12'W X 2 'H- 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 B d ealth. Signed `` Date Application Approved by Date Application Disapproved for the following reasons Permit No. 2 00a — 41 Date Issued � - _ � r ?, ^+� THE COMMONWEAL OF MASSACHUSETTS Entered in computer: 1!✓` '' Yes PUBLIC HEALTH DIVISION -TOWN O \BARNSTABLE., MASSACHUSETTS ZIPpriration for Dioaar *pztem Construction Permit Application for a Permit to Construct( )Repair(X )Upgrade( )Abandon( ) ❑Complete System El Individual Components Location Address or Lot No. Owner's Name,Address and Tel.No. Osterville Jennifer Lawrence Asses6 s� ngzer Rd. )_ Installer's Name,Address,and Tel.90. Designer's Name,Address and Tel.No. Wm. E. Robinson Septic Service Dan Johnson P 0 Box 1089, Centerville 804 Main St. , Osterville Type of Building: Dwelling No.of Bedrooms 3 Lot Size sq.ft. Garbage Grinder( ) Other Type of BuildiAp e5_d No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow 330 gallons per day. Calculated daily flow gallons. Plan Date Number of sheets Revision Date Title Size of Septic Tank Type of S.A.S. Description of Soil m ad i u m ,sand. Nature of Repairs or Alterations(Answer when applicable) Replace failed SAS with 2 drywells .at 25'L X12'W X 2 'H' -_✓ 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 Bipard. Health. y Signed Date Application Approved by r- Date Application Disapproved for the following reasons Permit No. W Date Issued a� i THE COMMONWEALTH OF MASSACHUSETTS ' BARNSTABLE, MASSACHUSETTS Lawrence Certificate of (Compliance THIS IS TO CERTIFY,that the On-site Sewage Disposal System Constructed( )Repaired (X )Upgraded( ) Abandoned( )by Wm, .E Robinson Septic Service at 64 Ebenezer Rd. , Osterville has been constructe ginccordance with the provisions of Title 5 and thefor Disposal System Construction Permit No. U -2 0 dated / Installer Wm, E. Robinson Sr. Designer Dan Johnson The issuance o thi permit shall not be construed as a guarantee that the sy t wilt nction a si, I d Date �� Inspector No. f1�e�'" a�� FeS, 50 _ THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION - BARNSTABLE., MASSACHUSETTS Lawrence lwiopogal bpotem Conotruction Permit Permission is hereby granted to Construct( )Repair( )Upgrade( )Abandon( ) System located at 64 Ebenezer Rd. , Osterville 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 pe`rmit4 Date: 1'I q10-2 Approved by 1/lU 4 =5101 NOTICE: This Form Is To Be Used'For the Repair Of Failed Septic Systems Only. PERCOLATION TEST AND SOIL EVALUATION EXEMPTION FORM J hereby certify that the engineered plan-signed by me 3 dated o:>- concerning the property located at 9 e760N F_Le„e..!L meets all of the following criteria:- — • This failed system_is connected to a residential dwelling only. There are no commercial or business uses associated with the dwelling. • The soil is classified as CLASS I and the percolation i-aie is less than or equal to 5 minutes per inch. The applicant may use historical data to conclude this fact or may conduct preliminary tests at the site without a health agent present. • There is no increase in flow and/or chanae in use proposed • There are no variances requested or needed. • The bottom of the proposed leaching facility will not be located less than fourteen (14) feet above the maximum adjusted groundwater table elevation. (Adjust the groundwater table using the Frimptor method when applicable] Please complete the Mowing- A) Top of Ground Surface Elevation (using GIS information) So B) G.W. Elevation A 9 +adjustment for high G.W.8 �'�*� _ •� DIFFERENCE BETWEEN-A and B �3 SIGNED: Q DATE: hl } NOTICE Based upon the above information a repair permit r will be issued P P for bedrooms maximum. No additional bedrooms are authorized in the future-without engineered septic system plans. a q:heilte folds percump TOWN OF BARNSTABLEL LOCATION �� G'b L"-,a Z �C/ SEWAGE # ��'�4l VILLAGE ASSESSOR'S MAP & LOT -U I INSTALLER'S NAME&PHONE NO. -J .0Z 1'wSa, > g7'/ SEPTIC TANK CAPACITY LEACHING FACILITY: (type) ,�" (size) NO. OF BEDROOMS BUILDER OR OWNER Z, t,(C <I- PERMITDATE: 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 A C,Ile r k' �k o A No.. d... F> �...... �............... THE COMMONWEALTH OF MASSACHUSETTS BOARD F H EA TH 7?7 Applira#iou for Dhip aal Workfi Tomtrurtion Vamit Application is hereby made for a Permit to Construct �+ or Repair ( ) an Individual Sewage Disposal System at: ............Z/17 � ......._ / .�......... .:. Location-Addr -. t No / ....------ ' F' '✓��. .c:� ..... '---------------------- i'��k /._! .............. a Address W .............. J..1.1�....DA1..1 <d.1��^� � . '` 'C' a Installer Address � �! d Type of Building Size Lot. ............. .J q. feet ._..S U Dwelling—No. of Bedrooms............................................Expansion Attic ( ) Garbage Grinder ( ) PLOOther—Type of Building ............... No. of persons___.._______.._..._......... Showers — Cafeteria a Other fixtures ...................................................... W Design Flow................ -_-__--_--gallons per person per day. Total daily flow----_------_.... WSeptic Tank—Liquid capacity/.P .1k- allons Length................ Width-____-_-_-__..-- Diameter---------------- Dept ............... x Disposal Trench—No. .................... Width.................... Total Length.........._......... Total leaching area..... (...Sq. ft. Seepage Pit No..................... Diameter--.--__-.._-________ Depth below inlet.................... Total leaching area..................sq. ft. ZOther Distribution box ( Dosing tank I Percolation Test Res is . Performed by..___ � /TGf. ......... .L`_._ ......)....:............ Date._._/S/............. a Test Pit No. 1��i'iinutes per inch Depth of Test Pit.._..__1�.... Depth to ground water.._ (% Test Pit No. 2..... ....minutes per inch Depth of Test Pit.................... Depth to ground water........................ Ix •-•-----•-----•----------------- ........................ ------------------------------------- /--------- Description of Soil..........0_......_" ,�� _.. ' ............... v -� . .. ------------------------------------------------------------------------- . x -------------------------- -------------------�..--- i -- . �. / 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:T':p of the State Sanitary Code— The undersigned further agrees not to place the system in operation until a Certificate of Compliance Si Signed_has been suedhe�b "rd of health ------------------- ----�g .... -- DDa eApplication Approved BY•--•••-• . ---- 4-�----�70 Date Application Disapproved for the following reasons----------------------------------------------------------------------------------------------------------"--•- -•---------------------------------------------------------------•-----•---------•-----------------------------------------------•••------•------••-----•---•------------------•-...----•----•---------- Date PermitNo......................................................... Issued_....................................................... Date c No.......................... F>c8.............................. THE COMMONWEALTH OF MASSACHUSETTS BOARD E H-EA, , TH ------....Ap.� .�v . ......OF..... i!� r�: ry e....................................... Appliratiou for Diipuoal Workii C9oaaotrnrtion rrrmit Application is hereby made for a Permit to Construct (A or Repair ( ) an Individual Sewage Disposal System at• .a ZIr" ss""? ........................................................... Location-Addr or,+Tof No yr caner Address Installer Address / 2 Q Type of Building Size Lot__.....................-----Sq. feet U Dwelling—No. of Bedrooms______________________________ __ _____Expansion Attic ( . ) Garbage Grinder ( ) _______________ No. of ersons._._____.._.____.______.____ Showers — Cafeteria per., Other—Type of Building _____________ p ( ) ( ) Pa Other fixtures ---------------------------••-•. - W Design Flow..................%'...........gallons per person per day. Total daily flow----------- K...................gallons. 1:4 Septic Tank—Liquid capacity_ V Q_1gallons Length................ Width................ Diameter................ De th................ W Disposal Trench—No_ ____________________ Width.................... Total Length.................... Total leaching area______-6 .-sq. ft. x Seepage Pit No----_--------------- Diameter.................... Depth below inlet.................... Total leaching area..................sq. ft. Z Other Distribution box ( Dosingtank' '-' Percolation Test Results ,Performed by.__ '�" �� '�" �'' _.. _o___ Date_____ AS-/, .__.____ a e b, r••------------- . a Test Pit No. I..�SPW!7 utes per inch Depth of Test Pit....... `___. Depth to ground water_._ Test Pit No. 2...... ____minutes per inch Depth of Test Pit.................... Depth to ground water........................ --•--•• ------- =--�,....................,p----- j -••----- O Description of Soil---------- "............/-�-j..^.- "� °Ar�'r�'f� {`� �`�'� � 'I � x U W - �, �--------------- ------------------------------- ------- ... -----...--------------- -- ' VNature of Repairs or Alterations—Answer when applicable................................................................................................ ----------------------------•-------•--------------------------•--------•--•-----------•-------=-------------------------------------------------------•------------•--•----------------............._.. Agreement: The undersigned agrees to install the aforedescribed Individual Sewage Disposal System in accordance with the provisions of ii 'i-.•• y g g p y S of the State Sanitary Code— The undersigned further agrees not to lace the system in operation until a Certificate of Compliance has been issued by the board of health Signed-- '! ............ ... / Date Application Approved B a,. ,__ __.;,.-%. ". ��` _ .��..__________ PP PP Y � ,- •-----•••..............••-•• ';Date Application Disapproved for the following reasons_________________________________________________________________________________________________________________ .............................•-•-•----------•---------••--------••-•--•--...-----.•-.._..-----------•----•------•••------•-•---•----•-•------•----•---•--•••--•-----._..-•-----------•--•--•-•--•-•-•--- Date PermitNo......................................................... Issued....................................................... Date THE COMMONWEALTH OF MASSACHUSETTS BOARD OF HEALTH ..O F....... .. '` �1'Y` lJ ............................. .. ................................................. Trrtifirav of TautpliFaurr THIS IS TO CE ,-TIFY-} hat the Individual Sewage Disposal System constructed ,( °"') or Repaired ( ) t /. bY---------------••-•--- �- nstallerty at --•-•--- e• �'/ l ! -'!"f "• -- ... -• /-- /--f`---J�� ------•-------•----••--•---------------- .+ has been installed in accordance with the provisions of TIT.LE _j of The State Sanitary Code as described in the application for Disposal Works Construction Permit No. / _J':.3�__________--------- dated------------------------------------------------ THE ISSUANCE OF THIS CERTIFICATE SHALL NOT BE CONSTRUED AS A GUARANTEE THAT THE SYSTEM WILL FUNC ION SATISFACTORY. DATE..................... 12--dO-•----•-••-•••..._...•---••-•_-_.._. Inspector........... `/! THE COMMONWEALTH OF MASSACHUSETTS BOARD OF HEALT�I� (� .............................✓ �1� No � OF......1/...9� .-----�......----•-.._....-- FEE--2�.............. �r:;::. Bioposal orku.�T+ onotrurrtion ranfit Permission is hereby granted......... _ :�..._. .. /...._....+..1' ____________________________________________•_•_- to Construct (.6 or Repair ( ) an Individual Sewag tDipposal System ............................................................ Street as shown on the application for Disposal Works Construction Permit. No..................... Dat __-________.____-________-________________ > Boa-6 f Health DATE................ 2 -•% j! --....... FORM 1255 HOBBS & WARREN, INC., PUBLISHERS _ H � �s G' C' Y 9 -r 1000, 0 s*pTiNk 3y 7,i ;flfr ,' ' _; � p �jF pis � 1 er LEGEND CERTIFIED PLOT PLAN EXISTING SPOT ELEVATION x0 —" ° EXISTING CONTOUR , - A w� x • d FINISHED SPOT ELEVATION FINISHED CONTOUR 0 R 0E r..jT A s cM 's �►/j, /�t 'F P- rn', APPROVEDs BOARD OF HEALTH �� eur 1is IN Nu.22I62 Q DATE AGENT SCALES / t '/,0 DATE iMj //i/QP/ LDREDGE ENGINEERING CO IN CLIENT I CERTIFY THAT THE PROPOSED REGISTER E REGISTERED JOB N0. BUILDING SHOWN ON THIS PLAN CIVIL LAND �; CONFORMS TO THE ZONING LAWS ENGINEER SURVEYOR DR.BY- OF BARNSTABLE, MASS. 712 MAIN ST. CH. By HYANNIS, MASS. SHEET L OF DATE REG. LAND SURVEYOR N07"F /F E/TNER TN,E-5EP7'1C TANK OR " - -- -----•�J� E�iCI-r/lvG P/T .ARE JrJORE TN.9.N /2 BELDyv /D FT. M/N• :�fi'AOE� A 24"L7/AM ETER .CONCRETE CODER j S,hrALL BE B Apo UGqT TO G/gA,D.E.(;-4N .EXTRA CONCRETE r-4"1497vc P/ - M/N. PITCHH j 'XiE.4vy CAST /RO"v CGVER Sfd.4L L C3E USE1�. —E/ IGG COVERS �g IF/N CDR/VEN/AY a•. PER FT. P q• M/N. CONCRETE A �:I _ G3�'0cE Cc) ✓ER . CLEAN SAN BAC'+CG/L L ,�, f.. �•, ! _ r° • •' ' 2'LAYFR 4" CAST ; - p. O i IRON P/PE �ja p GAL ° s o� 1 • • • • • • • ' e �4' �,yASHFO 57 2�NE D/ �- ¢; MIN.P/TcN . ST, %`! "Rem )-r SEPTIC TANfC � • n I • • • + • • • • � �•a , • �='-=:! BOX o v v • I $ • • • • • • . n .� ev 1 • • • ' • 314"- �2 1 •.• EFFECT/VE • v r • • pEpTN • • • • • v • WASHED STONE i o o D ' PRECAST SEEPAGE I lNl�eRT 4RVA7/ON5 r • • • • • . • • • e o P/T OR EOU/V. INVERT AT OIILD/NG y6� FT. 6 Fr D/AM. ` INLET SEPTIC TANK �s 'S FT. _ FT O/f1 M. C(SEE TABULAT)ON/ OUTLET SEPT/C TANK 9 T. /INLET D/VTR/6!/T/ON BOX ��' 0 FT. GROUND yv�ITER T.aBLE OGITLETD/STR/Bl/T/ON BOX FT. SECT/O/V OF bY4.=7 LEACHING f'/T. y,S FT. SEN/AGE O/SP4SAL SYSTEM TA JUL ATlDN LEACHI/VG P/T y FT. DES/GIN CRITERIA -SCALE ' % _ / O" D/'yENS/ N $AFT- NUMQER OF DE�ROOMS 3 D/MENS/ON GiAR0A6ZP/SPOS'4L UN/T_ SO/L LOG �TAL E.3T/M4�TE0 FLOHi_330 G.4L.1,oAY SOI L. TEST #/ SOIL TEST#2 SOIL TEST TO NUMBER OF L,E°AcN1IvG PITS_ � f"FLEY. �C � 1`-ELEY. ,DATE s7F SOIL TEST J' J S/OELEACH/NG PER P/T, lfk—_SQ, FT. p RESULTS *WrAlESSED BY ®v`7-TOM LC�IGH/NG PER PIT SQ. Ar. L4la-1 of s. PE/t COLAT/ON RATE/ s t M.1,Vy/I NCH ! TOT^L LEACH/NG AREA Sop FT. , )CWICC04A7 'V RATEAL-Z RE,SERf�E LEACHING AREA �- /— S �'D r/ AIL ?9 A c- A- C o Cf" Ir :�V Rr, /2 lV1zaS�h's M /fs �((/ S 2��J1 8 P. r+n•, urvrhrs M • \y0c FG/sT�� DREDGE ENGINEERI*U Wv-INC. FSS��NAL�p6�� F A/i a 71Z MA//Y ST. M NOGROLJIVO 4i {-,4TER ENCOUJ/V7;6r.R'S0 HYANIVIC, MASS. f 1 r-3 GM U/VO yVATER AT 64EL! JOB NO. �/O PL SHE.ET._OF 1 TOWN OF BARNSTABLE �L LOCATION GZ 4 b G A, Z F SEWAGE # ox—2-11 9 VILLAGE ASSESSOR'S MAP & LOT ,2 U INSTALLER'S NAME&PHONE NO. 20, /AS�I- SEPTIC TANK CAPACITY LEACHING FACILITY: (type) (size) r�-- NO. OF BEDROOMS :? BUILDER OR OWNER Zti!/ /Z K--.r,G PERMITDATE: 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 � �� T F e✓�e 2eF N`� ' o ale d �c t duud EXIST. I)S?AAL_r NOoF V ELUX 4EcuxE �s�NA4r ROOF *Yl>• rao4 It IXb Q.C._ GLA�BDga� 51111N� ' s,nPsoN Clo ofL- .tee S•F'�D Roo C fLb 0. wuEL-nj, ZY.t?r- ---.-- --- — ' -- --- - I i IL Loxb pcSTS _i_..- 'rwdq% w/g1E1e yy�,•d94b-3 n.a99b � rn2996 rya44b I I I I .gwU Leto Ep•a4ST - I Tw a.g3C� i O o ERIC J. Cf_OERHOLM �� ,T6NN='G rlACALL7MIL A,b r0AJ uSTRUCTURAL , No. 36962 G 9 e5eit-. -9,0ma .c�,� APPROVED BY:' DRAWN BYAAM 'NAL sCA�E:3/ 17 pn REVISED DATE: DRAWING NUMBER S3EIAL�SLI.tnlsal 5_. =p_It AsGH LUST. AlA.r_LkLL1U57. ' q2� _Al T'w294(o rw Ly4b ( Tw2u4(o-2 I sT F.�SP.NSJILN.G �qt1 OFCq ' ru?�pF I FLOOR l� o ERIC J. I CEDEP.HDLM m STRUCTURAL No. 3B962 j :.J A� cr i 0 p i .TW 2_q,3t� � Tw243b TEHP. — I� I - I • I SCALE: APPROVED BY: pgAWN BY DATE: REVISED LD//RAW(/I�NG NUMBER 3 Z,I _D!SLL.v.Cr_F- LNb�lbp�1 sAAJE1� Z'Co i—G,u I_..._ - -...._ -....... • ri Mimi W- - - - 1 - :__ _ ......._._ ._...._:'.:.:. .... ..:.... -9"(oEl �.. Zs wv.�.Y✓�.'UN�PSG- i Anil iFvxz9"x SLAB d i � � - is � FTfA•. a?ow Arjpve r _ n ,:�CAI,�Y�"•r. � _ �I� I z�.v :D. •�(�i bCbR. } ET�ST.authl Np�� AtA __ 'n•' -�"_=r' .-+'l^.v .;� .�� :.:�� _ _ p — i - i.'';_''� _Tcc?�.'v_ GNaI.CIRv�c�L RILL f yi r �a6% Y 2 Rtiy 1 EA.1i oST 6tiSr �ZJJ UE E? wN NIJ ' I `o A 6U bfo 10 SWao CO' G - r,. 7. Iry - - - - { - - - - -- D o ERIC J. c CEDERHOLM:- STRUCTURAL -I SCALE: APPROVED BY: DRAWN BY iv I No. 36962-. :�—•b.. A . ...`.'J DATE: REVISED �S�r.ntE ' - M t•L W.•L I'S l�•_CL�V{t.��.N.�.�✓I_.a... DRAWING NUMBER So.f3-�I'a� �4oe. =ND - _. ...:. S . _ ... .:.... _ Z�7oe i ol :. • Iw -'i Y.l�c Play' RnDM�— � ! 2xq wACL o N;bl O c^ 1ST1•N��RS-Y.Z`ALnfl - - I zXQ wntL 3ob.g. .. �C1� Zq tisN 7 nnroa -O FFiT E 0 I f J C C �I 2X(o wgtL ^lw q3b• I 3 0` ERIC J. G � CEOERHOLM in' srRucruRAL m 1 bs t �11» °� !L—�r NN\ Wo. 38982_ "� tr SCALE: l' l y APPROVED BY: DRAWN BY SS�O DATE: REVMED PL . r ` ` DRAWING NUMBER Lf `1 5 o , C-6 t cT = 71 _I t\1 I JVAW beck \q PAf ITRY Hobe `y aNcarl � RK I SX + aRTgo.ro- I I . L,Iu O �I �0.Ea,ove WALIaJ1�NUV_M-___-- 6L�sT. etas- b Lid SJ_£S_41EEf_AS+� 'o IL-,nl i �-�1.C1�IsLC��G'TA1ls rt g 6 + I a ct� e YLtYhUv�Zi11. �Ic�LR.t VnI,Y•. + I , .. CEN'fE,L�d _ .. i r1 AW"EA.PoST emvra>r rya• T= �.Selo rup ofM Pos 4-o+ i �1' n f CEOERHOLM m• �D a� l Unl Q-- vG•NN\t. C D S No. 3 8962 9RAL,, , „ APPROVED BY: D y ,\= O DRAWN B No. SGLE: I L} 'i RAW , A'P W1 DATE: REVISED F T ' DRAWING NUMBER 2 I I tf Sto — .. J tag ' O �MSTALL iotj f ml v' sr+ttYes .. _-_. .._ ... n 5. _ 115 y I Ekr,L3fau�A �0�� 0 IX,sr.; �---- \� Z •r c4c".eIN C_ i z: F a31 j L • �j"OF fiiq yLi, s CEDERHOLid D STRUCTURAL y F vS+` yW D 1nD ,L 4 No. 30462 SCALE: ' 't i APPROVED BY: DRAWN BY . •.� REVISED ' "SP.lD"ALF.i DATE: , DRAWING N---ER _3 _ZX/ZJ?I�C j ZXrL ILi Act ti7t��_61Rc j'r4LAAl, IL - vz.F �c ZX p� CSIC Ti I(.,up-C- G i J0 57"??I Jcr . � � '/i'SHe"Er0.ock ry�•CfiyNrq '��Y1.�a>,S1JlLNlx � 6 - \ 38S —ywHy� OQ� i �n�s 114,177&A,' -' yN .R•oUT c IN Cs. .. F1Z-SA!eA.kgF�ti TYI'• k2.rn c-'n.Pp�t'ti lY3 57n>pp'A�Lr 5Nrirna�Fc �'Y�.cau et1UN(+s JxcbLs ZY1' v I 11 r� 3or7DA'L G3- .. t,SUL- Ty?. q�e Baca=OtET`SU Cl� ?X a'88 .9LDS �. CD 1 ae . I I/Z' 1�L4w�nI� I c. a S' "7-6 cr uas a c-' IZ o •y sv T� 'rJ - XI 1:10. - I ZXl O � doll (�-C- Q �. '.=n1St/1-. '>-YI' - _iEE I ILT l !`.cr• a�sL C- Tl'? Af( i ZJC(o /cn/f E G 2-C(a.ki�rSA c-`�r. hrUCL' I " Z z1 F.Pa•TY� p Al,rm DA JALt-9X--�j r g fa r♦4 q nA r �� ! iE { 1 f Co a' E 6• w 'Poly- rr-v W IO �C 3 W ` I V- ---. . I Qvr�?wr_.F�i r r N CW�r>ncr �,Lc z,v" --_ ✓�1_�1V._ i _..-...... .. .. _._ ......__._--"_.._.- �.�NOFfyyb � , ERIC J. P sSP l 1 3 ��-'l�p CEDERHOLM mlOS � } \ )Ti V 1" O STRUCTURAL y I APPROVED BY: L` ND.SB962 m SCALE: DRAWN Br DATE: REVISED Sf.•ALE1� .. hIAcALL1_5 LLC` ORAWINGNUMBER "S_�u2_Bech zr�dFLoS _�v.�sT�..SQ9ccrPT _ IZ N.t.vJ .boo +1 N R38FoA+'•� xNSUL. Zxiz RiaCrE -------- 2xlu M ATc+� Hz.SA e.R.Piq- Typ• Zxlo C-S @ 16"D-c- I c-,cISS�1LE78LlS � �38 S?RfIYF'UAM- i o ZXloX88 ST a�i�lL O.C.TYj>- c3 p} - %z PGy s NFArNI�Cr • 1 _ 11 7/gL yG SE H ALL CiArtIRSD t o1K lO Fl. °D-C• Typ, clac.J-La "C.C. 147-5A LA. . R4F7M s 7-166.HAN0-P S MgTC V•I - /',�.../.I�I ZXI O H AR TYP. . - AE•TAtLS a, . W-L_ 4t11NCrLL$ 2��C�c$S SiLJaS�J_lo-C7-t__TY.P_ 7xlo HDR Tv4AA'fTiP0.0.1E0- 7y2 — Sr nfvlES_/a6ov_[� /ZI PAW ] _ k Cvyect roE� K«cNGN 514EA7-H I NCT 7y 9 Izb LVL- auSH 1ST. tom? � " etcrlrlL tad a JbtSYS .._ 2X[o�ST1.zaSCDJlo�i•C• sIMPSc� li(TUS3.7.S/lO .. P bE x� LVL Ftus H .:..,:; , .� IP.DST _Y LEy_GRADES BE-LOW zxc� 6 P x- _, Fo.AM 'S Ut..,$.CA.l.._.._ry.r3,___ ces 1F(m(L �1 Ev l>(1::�3 A i `CT '� A� €_:. ;_. :.ri H _..Cau�n_ k I re`F4eN/FLl1L)L F e 3.8�=i'p II ,✓J p O z�' �c C C & SCA6 (lIJ -O.Ly; 2E 1 O ERIC J. I G .cc- CEDERH0 m O STRUCTURAL No. 3D962 -I•L''%•LO r-rCT. Typ. A 2• I c ELT -- - o. SCALE•', O APPROVED BY: DRAWN 1 I DATE: REVISED 5 6C-7._-o NS' P VJ Vc AUS DRAWING NUMBER 5 • t��txrJst;Nous��JACr_r_l�oc!'r8_�Hch_RrzF7�+' zX 1�3 8 EpAr i -w5.tZ6BT-L0L�— i j )!-L•SA EryW&,Cp. !s rtnee�as S,7v � "O.C• JiuSS. /z y�us =5/Iz �L(uJIN6"E WALL 719" LVL _ ..- '�Lf�.3oszz.9►1 t -W�?-�30_��;C�B.M---:.. ' zx_:9LAsuL-_'cyp- 4"Tff Cr CgtaF,, mm&i) - I zxlo z. I - - `—ln1.C.....S11LNf7Z�S_LALCr • ��r��+SulitnbtJ 1ji'• .. . r/a" ?�wurn? 'ry A. ?:'fit__ SaJ<ii��CTk kJ AS LL�IY�D0�1=.:.!� _ STArRS -0.-s.t F•G-in5u�a.hD..' _ e .8 lv. WI .... N I}�L W.W.V1• o a �'fr o !L-4.+tJV'l- c=r�. . .... - �w ERIC J. •l3 B� CEDERHOLM j o STRUCTURAL, y - .. No. 36962 ., o FT U•. key kD. TYJ'-.'Ell - } eil,. , nr S� N t A LISiEtL qAPPIROVrO BY: DRAWN BY _ DATE: REVISED S CrT1� JJ DRAWING NUMBER tauw-w A/(J eel B"osc••71 Ip 3Ays kyxta:POST 6ElovJ 3U7tt��ST 4' �4�++o•C• 17 NANO ..a �. C"A.�l�'Y✓�Ll1Lz1 .; O r a; r I r Ir I .:r..-..;r .,r T'Yp, 1 " � „_ _._ ... Nq 4SD 5P5. Tye• - o o 2x loS �•lXfc't POST 6�l- )!. .. _(oX(o-�os�i3 tow ... HtruSS•Sfli I"" .: aS+AEn+ST L�/`LQ'" i. tq� cvc - <: - `HH�591o) N clj L z ctos L Ip y 9 20 :i.'ilIL r 6LOch isr ioayS fu c n f4lN •�. Q o �11HD541�� 4 v l N LV 2_ %7, L vL I L HCTVSS-Sllt�en. _.. - a..+ 4.. ovJ - - OA.p S4 �LWlH% Q'm'. —Cpx(c%Pmsr CL ?.rsf : n � �'f�usN � r 1, 11' ii.m111ir, �. I 'tNG_rlryy\a !f O� ERIC II' CEDERHDLKI O STRUCTURAL op- A,)r-`r N A No.3896Fflll I I; I —O„ APPROYED BY: PRAWN BY MA DATE: `I REVISED + V+ MI N I�ZANS DRAWING NUMBER I t i J I O h � I Z_ q'/-e'4.vL r4v614' ` I OL 3 z 10 m I Qi 1 -'Eebisr. Ia ' n0 xi L CE J o 'I O V � i C 1 01 tLN+ I g_ �f/0 3eA n 6t c.J JF�tH o.=; �_ O� ERIC J. 1 1 �l CmERHOLUA STRUCTURAL y I. ND. 3G9G2 h i t o I fl^ 1 Il APPROVEDOY: DRAWN BY SCALE: - REVISED DATE: ' U � �� DRAWING NUMBER I� HIR - - 110 MPH EXPOSURE B WIND ZONE STRUCTURAL NOTES: ruble 2. General Nailing Schedule M 1. ALL CONSTRUCTION SHALL CONFORM TO THE RELEVANT PROVISIONS OF THE MASSACHUESTTS STATE BUILDING CODE AND THE AFPA/AWC"GUIDE TO WOOD CONSTRUCTION IN HIGH WIND e - AREAS FOR ONE-AND TWO-FAMILY DWELLINGS,110 MPH,EXPOSURE B". RootFramin9 --._....... J O Blocking to Rafter(Toe-nailed) 2-8d 2-10d each end 2-16d 3-t6d each end W 2. ALL HEADERS NOT SHOWN SHALL CONFORM TO TABLE 5502.5(1)OF THE 2009 INTERNATIONAL Rim Board to Rafter(End-nailed) RESIDENTIAL CODE FOR ONE-AND TWO-FAMILY DWELLINGS. Wall Framing j Fq' 3. ALL POSTS NOT SHOWN SHALL BE EQUIVALENT TO A TIMBER 4X4 OR BETTER. Top Plates at Intersections (Face-nailed) 4-16d ! 5-16d I at joints Stud to Stud (Face-nailed) 2-16d j 2-16d 24'D.C. I M Header to Header(Face nailed) 16d 16d 16 o.c.along edges 1 M 4. ALL FRAMING LUMBER SHALL BE NO.2 SPRUCE-PINE-FIR OR BETTER UNLESS NOTED O OTHERWISE. Joist to Sill,Top Plate or Girder(Toe-nailed)(Fig.14) 4-Sd 4-1 Od per joist N S. ALL RAFTERS SHALL BE CLIPPED TO THE EXTERIOR WALL TOP PLATE WITH SIMPSON H2.5 Blocking to Joist(foe-nailed) 2-Bd 2-10d each end 9 HURRICANE CLIPS OR EQUAL Blocking to Sill or Top Plate(foe-nailed) 3-16d 4-16d each block I Ledger Strip to Beam or Girder(Face-nailed) 3-16d 4-16d each joist N I Joist on Ledger to Beam(Toe-nailed) ! 3.8d 3.10d per joist Band Joist to Joist(End-nailed)(Fig.14) 3-16d 4-16d per joist Band Joist to Sill or Top Plate(Toe-nailed)(Fig.14) — 2_16d 3-16dper toot —_ heathing i—Root S Wood Structural Panels rafters or trusses spaced up to 16"o.c. Bd 10d 6"edge 16"field I ratters or trusses spaced over 16'o.c. 8d 10d 4'edge/4"field j gable endwall rake or rake truss w/o gable overhang 8d 10d 6"edge/6'field i gable endwall rake or rake truss w/structural 8d 10d 6"edge/6'field i outlookers gable endwall rake or rake truss w/lookout blocks 8d 10d 4"edge/4"field Ceiling Sheathing _ Gypsum Wallboard Sd wolers - 7'edge!10'field ' •.WBII Wood Structural Panels i studs spaced up to 24'c.c. 8d 10d 6'edge/12'field i 1/2"and 25/32'Fiberboard Panels Bdi — 3'edge/6'field . 112"Gypsum Wallboard 5d coolers — 7'edge/10'field i Floor Sheathing Wood Structural Panels 1"or less 8d 10d 6'edge/12'field i greater than 1" 10d 16d 6"edge/6'field - 1 Corrosion resistant 11 gage roofing nails and 16 gage staples are permitted,check IBC for additional requirements. Nails.Unless otherwise stated,sizes given for nails are common wire sizes.Box and pneumatic nails of equivalent diameter and equal or greater length to the specified common nails may be substituted unless otherwise prohibited. AMERICAN FOREST&PAPER ASSOCIATION -vA OF - 3 t g CEDERHCWI m S 5 o STRUCTURAL No.38962 f° SCALE: APPROVED BY: DRAWN BT DATE: REVISED Zi S L DRAWING NUMBER S3 Iblmlat ION BOX,IW-10 i"TEST PIT DATA �f SCH 40 OUTLET WEMLS DISTRIBUTION BOX TO MEET BESETI.MFORA"'MINIM ST: ,.,:.-,.-,Performed �By: Daniel . � Jh ' ^REQUIREMENTS OF310CMR UM OF THE AR TWO e-A C 1 a2:32(WATERTIGHTNESS, MET AND CONNECTED TO CONSTRUCTION,ETCt,�'. EACH DISTRIBUTION LINE t' 1�a �16 .2002 TH SOLID SO4 40 PVC PIPE Da e, Y, It NO.OF OUTLETS:2 SICH 40 TP-1 (EL.' = �97 2) MEC14AA1tk1YMUt`E G"IMIN) 3/4"DIA),timy, san 9"� r R4/3 0 d STABLE LEVEL BASE-28" Bw 9 It �, -10YR5/8 Loamy, sand 28VT -132"� Cl, 2 sand INo "Observed ESHWT � i ved .Groundwater No"Obser LEACHING DRY WELLS-5W GALLONS 1840 —PERCOLATION TEST DATA IND"MOSS SECTION E -YKECASTCONCRETE .,� Date: 'May 16, � 2002 L SHORt FINAL GRADE TO BE STABILIZED �'FINISHED GRADE(SLOPE�t(0.74 G/SF)s . I Perc R e -10 H 1Z'(MINj at 2 MPI (TP 1) 0 Depth. of Perc Test: 2811 45" LEA04ING DR?WELLS 2 .1&tDOU 8`V*LX4'1(TWXZ1"H W4SHPEASTONE'41 4 SCHEDULE OF ELEVATIONS LE OVERALLLEACHING�REA: 3/4"-I I/Z'DOUB ILX17WXZH 25, WASHED STONE Foundation Unknown nv'.' -but . '95,8 Septic Tank - (existing)- Inv (exi,. sting)Inv , 95.6 LEACH114G'DFTY WELLS TO COMPLYWTH THE REQUIREMENTS OF' �'' istribution Box. :-95.50 :v. ' Out' Distribution Box '95.33 - IIn 0 CMR 15.252%A ' Inv. In - Dry Wells 95.22 Bottom of, Dry, Wells 93.22 OLa t4 Bottom(TP-l) No' Obs GW/ESHWT 86.2-0 �Existing Contour' ,A NOTES I -Tit 6 0 Proposed Contour 1., - All 'construction met ods 'shall fif tfie-��' I 1 lations.�CMR,,15)' and� thei Bar 'stable ' 6 f Health Requ 13 n B rd "o Test Pit :2.� �:�'There are = lk public -wells '�qithin,, 15i EWt ov E 0 00 A 09 -Elev tion FFE IZE-PLA 0 Finished Floor, a .-feet/400 feet `,respec'tively, �'from the; 'pr'oposed eachin4 0'r(, g7pTi L area.1,7 -ion Baem 3., 'Existing SAS ov,3 d �rem, edl ,pr-., or ;to,W�Line 1 13f Water installing the ,,new`�leaching ,area.,.-60q- 179 Gas Line G No' h made .1n the t ield iwith6ut the approval Dp�j A of, the Board -of, Health;,,and, the�.ddsi n 6n ineer.�''W 5., Proposed lea6hing, area 'is not ,des ,igned� for�` s garbage disposal,' ',6. -Contractor to .notify '�Safe '72 ,,hurs prior t .. . construction. -7233 800) 344�ot 0 it It -e 1. . ,11 1, e informati'on -taken'. from ertified Plot Plan., of,W _prepare� 3r Rober S p i 1 n', ot to be used as a L Ao property 11ne,, survey.00 OkO Eaciv sm$rm OfL 'Remove 5,,'feet .horizontal around the- pro osed 'leach inq area"'A. a 000 V1 S I 8,7 'K CA$" MEL$a-Ir 4, 0 P(to,and,:,vorticallyt : approximately 2 -5 ,feet psoil� subsoil -and-rep ace�.w 0-1 C, isting �SAS �andl any leachate' 1 ith drIf - i I L I I , impacted soll),and a CAOS R*' a Title V fi R t io it 41 15,255 .f or'. spe c i f i cc n�3 Art. 5 + of fill- (sand) ] ,. The.. total of fillLL Lows amount- req�uired ,16 �0' 16 a i A approxim t6l 25 cub c yards.' ,jz 04 b ICALCULATIONS oo0"t GiL (EXJStin�'IV4,40L C 3 Bedrooms It g VAJ 10 M 110 GPD/86droom X 3 Bedr'oo s '- �'330 GPD IIPercolation -Rat 0tv e < 2r Mpj , TP-1)PF-0 rt 1,6 or .5 TE,11\ tr SoJJ 'Cj t CENT R 0 4 G/SF)I c r LAOtCH I L L E'7 PROPOSED ,LEACHING AREA."_-W r S m fV5 r A AVA LVIV Did, 4o.; S CiA Dry liell 251 L 12'W jL0 0'# 4 Side Area SFL X 0 74 5 GPD F G om�Bott' AreA': 300 �,�FF X O'.7 4 222 - D , G 0 0 d) 331 i . -L j rA Total LoaCtj n 'L 'Capa C j ty: 5 GPD L 9�,0 I4p A it 6 Sit tj CIO KA rov& AP#040 wr A A V, 41 $Cc,t mp t I s rtm& tj 7—p-1 bo r(O.4 k-7, A Y 0)ELL-S 6 AW/Va rf. 47 ipgir 1 5 71N& q boo t r-ro 11%/000 6ALL01V r 7 90 -1 z Ir 0 Uj tr T?- AL j,_.SyStt:t4-S'MSTWACE SIU�E -IDISMS'R�A 9L,- S(o,A 4 M:*ne zer o �O &XIV2.r 0 L DRAWN BY SCA 1:/02 No.1 C 97 DATE 0 Ir Propared Jerakifer Lawrence (509),420-f3 iL 02t&rViU6. WK S5 tu 64 0-f 11.1 :, f W cc 0+-10 , 046 to of)o 9 JD 0 f 0 Prepared!,DC=3T1r. SZMC INSIM, -�Xc. (508) 420=7L DRAWING NUMBER to Z,:�Ostorville I