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0082 CRYSTAL LAKE ROAD - Health
82 tRYSTAL LAKE ROAD `t✓ TOWN OF BARNSTABLE LOCATION ( - 4i4(' Lr,,�e SEWAGE# C-2 ,U A�� � VILLAGE sine., - ASSESSOR'S MAP&PARCEL .3-1 7 INSTALLER'S NAME&PHONE NO. 0 SEPTIC TANK CAPACITY LEACHING FACILITY:(type) ( Ape,= (size) NO.OF BEDROOMS OWNER PERMIT DATE: 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 a . 1A - 0-IV , 16-Ib-9 f�C2� qb- 3 5�•�13-I 5e - '��� . T 3" 64 s 4s-a a le-_ -y 1 Z, y� la 4� 4. �?. r� r �p� fo No. �D THE COMMONWEALTH OF MASSACHUSETTS90f EE BOARD OF HEALTH 01 O F //C.7 V C )l n APPLICATION FOR DISPOSAL SYSTEM CONSTRUCTION PERMIT Application for a Permit to Construct ( L�-<rpair ( ) Upgrade ( ) Abandon ( ) - ❑Complete System ❑Individual Components Location Own 's Name Ass_aAlt i3 9— vz7 z .ozrl Map/Parcel# Address 7B/- y39 —17 t &r r/ 1Telephone# Installer's Name D,es' is Na— ��m�e \ l__ / its/; J%ry J"'a/C �-Yl 4 Address (/ I Address Telephone# Telephone# Type of Building: S%�L_ rm &t�ly r-11"ne Lot Size /0471/� Sq.feet -� Dwelling—No.of Bedrooms 5' - Garbage Grinder ( ) Other—Type of Building No.of persons Showers ( ), Cafeteria ( ) Other fixtures Design Flow(min.required) gpd Calculated design flow g esi�Owrovided gpd Plan: Date i2/7s//yN bed of s eets I� ision ate Title �l� Dim' Description of Soil(s) V `� t/I'e�e W �v^ o /�/ 3. Soil Evaluator Form No. Name of Soil Evaluator i , Da-Muf valuation Mhob DESCRIPTION OF REPAIRS OR ALTERATIONS rAA U/ /S O ��� Z 4"4 d-60,� Gn�� I- SSI zontj 9. 3 ` Ltr�e y dt,C.� /e e�i: ,.: The undersigned agrees to ins t e above ri divi Se age Disposal System in accordance with the provisions TITLE 5 and Iturther agrees not to. ack_ .e syste in o r 'on n to of Compliance has been issued by the B F Signed ateP���O MgSsgcti _1nspe-e4ioiW o RICHp R� s D - v No.3807 FORM t - APPLICATION FOR DSCP DEP APPROVED FORM 5/96 F--'ON L Ctv�� THE FOLLOWING IS/ARE THE BEST IMAGES FROM POOR QUALITY ORIGINAL (S) m A- �C(' -J /� � L7 DATA s -No. E GI.OMMGN' W& ` H OF MASSACHUSETTS BOARrD O " ,° LTH H0�W_/VEE 1FUI�r ,d P�R N EA � ,O F y APPLICATION FOR DISPOSA° SY"STEM CONSTRUCTION PERMIT Application.for aPermit to Construct ( ir ( ) pgrade ( ) Abandon ( ) - ❑Complete System El Individual Components �• �Z- L'rI/clz,/ GGhr �ua�( , �rtl�t�i�is�. /� G'� G � O d _' Location Own 's Name 3 07--7 Zi' Ma /v„ A Map/Parcel# Addres o# � J CIO J� /Telephone#i / Installer's Name Desi i(s Name -7I rl�/rGYTr Pl If ItriK J /r+G� t /� Address r Address \� -S" - -Z O Telephone# Y C Type of Building </v,—� m� u _ ~Le � �«i�/�nc Lot Size /e Sq.feet Melling—No.of Bedrooms Garbage Grinder Other—Type of Building No.of persons Showers ( ), Cafeteria ( ) Other fixtures Design Flow(min.required) S'U gpd Calculated design flow gpd" esi�_Iowvided.5i�i l gpd plan: Date l7�7Z//�/ Number of sheets Rervision ate 'Title ta„ . „rP Ivv Description of Soil(s) �on�� .v,, y Soil Evaluator Form No. Name of Soil Evaluator Oi r/ r Date!o'f-E a ation / . /o DESCRIPTION OF REPAIRS OR ALTERATIONS c _ / // The undersigned agrees to install the above a ri -Indivi I Se .age Disposal System in accordance with the t, TITLE 5 and further agrees not place the syste m o r tion°un I erti' to of Compliance has been issued by the pplf W ��s S Signed - ate Z J r�'� R/CH 9�ti J. can r ! I a TERr- tv 38 sr FORM,1 . APPLI-CATION FOR DSCP s" :DEP APPROVED FORM r1� No. TH COMMON EA TH OF MASSACHUSETTS FEE ���_ l BOARD OF HEALTH CERTIFICATE OF COMPLIANCE Description of Work: ❑ Individual'Component(s) �( Complete System, The unders' ed Itghobycertif that the Sewa e Dis bsal S stem;Constructed p ( ) pg ( ) Abandonedgtt y g p y ( ),Repaired Upgraded at has been installed in accordance with -h isions of 310 QMR 15.00 (Title 5) and the approved desi n s/as-built plans relating to application No. dated (" Approved Design Flow d P g pP r PP g (gpd) Installer /I ! -r Designer: Inspector Dater, + The issuance of this certificate shall not be construed as a guarantee that the system will function as designed. i FORM 3 - CERTIFICATE OF COMPLIANCE DEP APPROVED FORM 5/96 THE CO MO WEALTH OF MASSACHUSETTS FEE )BOARD OF HEALTH DISPOSAL SYSTEM CONSTRUCTION PERMIT Permission is her b� g ante t ,onstr (� par ) g ade ( _ Qb dot ( ) a 'ndividual sewage disposal system at X. 9 7� _J as described r , in the application for Disposal System Construction Permit No. 57� dated Provided: Constrcu�c*ti sha be,completed within three years of the date of this p i 1 wy n;; io ust be met. 1 Date U Board of Health FORM 2 - DSCP EP APPROVED FORM 5/96 I i ff FORM 1255 (REV 5/96) H&W HOBBS&WARREN TM PUBLISHERS-.BOSTON 4 Town of Barnstable Regulatory Services Richard V. Scali,Interim Director Public Health Division Thomas McKean,Director 200 Main Street,Hyannis,MA 02601 Office: 508-862-4644 Fax: 508-790-6304 Homeowner Certification Form for Alternative Systems Property Address: t..- 19 Ke_ 0 aCA Assessor's Map\Parcel: t 3 9 O Property Owners Name: S In accordance with Massachusetts DEP alternative system approval letters, the following certification information is required by the Owner of record. The Owner of record must place an 'Y' in the applicable box next to each line certifying the information. Yes N\A ❑ I have been provided a copy of the Title 5 I/A technology Approval letters. (15 page Standard Conditions letter and the specific technology letter) L��J/ ❑ I have been provided with the Owner's Manual ❑ I have been provided with the Operation and Maintenance Manual IlJ ❑ For Systems installed under a Remedial Use Approval, I agree to fulfill my responsibilities to provide a Deed Notice as required by 310 CMR 15.287(10) and the Approval (d ❑ For Systems installed under a Remedial Use Approval,I agree to fulfill my responsibilities to provide written notification of the Approval to any new Owner,as required by 310 CMR 15.287(5) ❑ If the design does not provide for the use of garbage grinders,the restriction is understood and accepted ❑ Whether or not covered by a warranty,I understand the requirement to repair,replace, modify or take any other action as required by the Department or the LAA, if the Department or the LAA determines the System to be failing to protect public health and safety and the environment,as defined in 310 CMR 15.303 © agree to comply with all terms and conditions above. Pro ert Owne rinted nain o Owners Sign _ re Date No This must be submitted alone with the set)tic system diSDOSal works permit application for all I\A systems including new construction, repairs\upgrades, with and without aggregate (stone) and with conventional design criteria or credited design criteria. Q:1Septic\A homeowner certification.doc t� t Town of Barnstable Regulatory Services Richard V. Scall,Interim Director t '" $ Public Health Division Thomas McKean,Director 200 Main Street,Hyannis,MA 02601 Office: 508-8624644 Fax: 508-790-6304 Installer&Designer Certification Form Date. 7/28/16 Sewage Permit# 2015-017 Assessor's MapTarcel 139-027 Designer. Grady Consulting LLC Installer: R.H.Construction Address: 71 Evergreen Street Address: 996 East Falmouth Highway Kingston,MA 02364 East Falmouth,MA 02536-6228 On 8/20/15 R.H. Construction was issued a permit to install a (date) (installer) septic system at 82 Crystal Lake Road based on a design drawn by (address) Grady Consulting LLC dated October 26,2015 (designer) X I certify that the septic system referenced above was installed substantially according to the design, which may include minor approved changes such as lateral relocation of the distribution box and/or septic tank. Strip out (if required) was inspected and the soils were found satisfactory. I certify that the septic system referenced above was installed with major changes (i.e. greater than 10' lateral relocation of the SAS or any vertical relocation of any component of the septic system)but in accordance with State & Local Regulations. Plan revision or certified as-built by designer to follow. Strip out(if required) was inspected and the soils were found satisfactory. X I Vy that a syst referenced above was con cc with the terms of the 1 ers(if applicable) OWEN GRI�DYK CIVIL Instal er' re)Lr 1440n5o 8T (Desig ers Si ture) (Affix Designer's Stamp Here) PLEASE RETURN TO BARNSTABLE PUBLIC HEALTH DIVISION. CERTIFICATE OF COMPLIANCE WILL NOT BE ISSUED UNTIL BOTH THIS FORM AND AS- BUILT CARD ARE RECEIVED BY THE BARNSTABLE PUBLIC HEALTH DIVISION. THANK YOU. Q:\Septie\Designer Certification Form Rev 8-14-13.doc No. V`" c/ Fee O�/ THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS Yes ftpliration for 33isposal 6pstrm Construction Permit Application for a Permit to Construct( ) Repair( ) Upgrade kAbandon( ) ❑Complete System ❑Individual Components Location Address or Lot No. FiCt YS441 C f 147 44,4 Owner's Name,Address,and Tel.No.aaa "Ie46h 054eflfIfP iW- &, 6 t o '"A, Oa1 Assessor's Map/Parcel 3 9 A� !4e 3S`S t —y 3 —3 9 Insstrytaaller's Name,Address,and Tel.No. 7d FV i-4ir 1P/14e-4 j{ Designer's Name,Address,and Tel.No. JPG i � C ®S �voPlll WG`GZL Type of Building: trd 5- Z Dwelling No.of Bedrooms Lot Size sq.ft. Garbage Grinder( ) Other Type of Building No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow(min.required) gpd Design flow provided gpd Plan Date Number of sheets Revision Date Title Size of Septic Tank Type of S.A.S. Description of Soil Nature of Repairs or Alterations(Answer when applicable) 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 E ronmental Code an not to place the em in operation until a Certificate of Compliance has been iss e 'by this Board of lth. Nig"ned n Date V Ott ( Application Approved by / ri Date Application Disapproved by Date for the following reasons Permit No. 6 :3 (3 Date Issued S THE COMMONWEALTH OF MASSACHUSETTS BARNSTABLE,MASSACHUSETTS Certificate of CotuplianLP THIS IS TO CERTIFY,that the On-site Sewage Disposal system Constructed( ) Repaired( ) Upgraded( ) Abandoned)by __�C- k-� C S(,"I J.? y at 4(� 2 r y S 4 4 ( L, It K<a Be�constructed in accordance G7 t f f with the provisions of Title 5 and the for Disposal System Construction Permit No. dated Installer ]Co- +- Sties &--> Designer #bedrooms Approved design flow gpd The issuance of this permit shall not be construed as a guarantee that the system will function as designed. Date Inspector No. O I (433 - _ Fee r� J�� `'}` THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: ' - a PUBLIC HEALTH DIVISION ''TOWN OF BARNSTABLE, MASSACHUSETTS Yes ftpYication for Disposal 6pstem Construction permit Application for a Permit to Construct( ) Repair( ) Upgrade km;- Abandon( ) ❑Complete System ❑Individual Components Location Address or Lot No. Owner's Name,Address,and Tel.No. I t 46h Q5lc/ ✓f�/� NiN• a ,— t G a Iaf Assessor's ap arcel 3 -13 Installer's Name,Address,and Tel.No. 7a? F,v%air iPitdc,, Designer's Name,Address,and Tel.No. �fl Type of Building: `7 o Dwelling No.of Bedrooms Lot Size sq.ft. Garbage Grinder( ) Other Type of Building No.of Persons Showers yp g ( ) Cafeteria( ) Other Fixtures Design Flow(min.required) gpd Design flow provided 'gpd Plan Date Number of sheets Revision Date Title " Size of Septic Tank Type of S.A.S. Description of Soil Nature of Repairs or Alterations(Answer when applicable) i Date last inspected: Agreement: The undersigned agrees to ensure the construction and maintenance of the afore described on-site sewage disposal system in `t accordance with the provisions of Title 5 of the En,rronmental Code an not to place the system in operation until a Certificate of Compliance has been issue by this Board of Halth. igned ._-- - Date Application Approved by ,/ Date � ' { -Application Disapproved by Date for the following reasons Permit No. Date Issued _ S A F THE COMMONWEALTH OF MASSACHUSETTS BARNSTABLE,MASSACHUSETTS f' Certificate of Compliance i J THIS IS TO CERTIFY,that the On-site Sewage Disposal system Constructed( ) Repaired( ) Upgraded( ) Abandoned )by r- � C, ( j s s�' �5 �^�!G i l�r wr/�Gz Lf T at Al,�` '�b ( .r S-1 rt ( L x�ia been co structe m accordance with the provisions of Title 5 and the for Disposal System Construction Permit No. dated Installer 5�.�`f+ ���. /�`� Designer - - - #bedrooms Approved design flow gpd The issuance of this permit shall not be construed as a guarantee that the system will function as designed. Date Inspector No. �Ar i r 4 _. ( / Fee THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION- BARNSTABLE,MASSACHUSETTS Bisposal 6pstrm (Construction 41 Permit Permission is hereby granted to Construct( ) Repair( ) Upgrade( ) Abandon ) System located at FS-) 0 c 1./ S -E q In (./¢('�- /Z��,f ��^f r'y ti�l�/� t A,A CZ 6 fi— r and as described in the above Application for Disposal System Construction Permit. The applicant recognized his/her duty to comply with Title 5 and the following local provisions or special conditions. Provided:Construction must be completed within three years of the date of this permit. Date �' �'�j Approved by f / f IATIO S MOWER gym. El Ej KNOW rAuo a ❑ • I LAC ESCAIADE r I %CE lINGS _ I Tr 2 M GARAGE, -- - 1 ?, x". *Y.n .� �.'�\ �✓fir� e.ir �� +_� � Tow —ING PON 11 u _r f b F M✓�* � ✓ -.� N,STORAGE .., � p W b I _I ' 9'-10'\. 20'_93 _.. 2 _ - 13'_4" ., xymg low-, N - �\ F tl ... \\ : >Fk y :n ` exx r WNfew d n' k r d r ,+wx a° aky.F8'+^z 6 TdTM'aN 'Mu ks+ tr s. M' , IA of .,,_ A" `N ^i 'A _ � tr o�.. .Ayl., ',}!rc'k+x ,�A91.t • P... � . i r I iV -�-1 ml ❑ FiFo� 3�g .FUTURE i BONUS ROOM N .,r' �—J \� 'CEILING •1 - .. . „ ��� lill,.nuunnlnulunk _ p DOWN �. - l . s enniRoom� _ 6Eo< lEll 14 92 ;s .. _ O R,f Plan P • \ K_ r ,� rl• d m4 e , ,. t `!; t t ,� ' •s� i �. G.RADY C ONS*ULTING, L . L C . ,�,-_I.,,.,I IL-.,,I _,..�'7._�-I...I-I�.-,I.,�,..%-.-��.,�,-.1"...,-,...:,.,.I I 11-,-.I.,.,:-�-I�,"I I�I..-,-.,.,,,.--.,,.._.�-,.I:�,:1��...I�,,"��-.-.--.I.�,.�-.II-...,I.,�",,...I�,.�I-�,-..I-,.,,.,��Ij-.�,.,I),,I�,,.�--���,"t�.S..--I,,,";��, - ,- F- - ;pt -F .t .. , ' Registered Professional Civ►l Engineers&Land surveyors e a _ p S .. e -July 28;,2016 ,'}r a. , Barnstable.Board of Health: _ , Health-Department x' , 200 Main Street . Hyannis;MA 02601 `� .Y r; , s' RE -As built Certifcation 82�Crystal Lake'"Road;Oster�ille . ', . . ; Dear Board Members: 3 f t 1 y, ;3 y .' x ,. ; .- We;hereby certify that we have inspected the septic.system:at the abovereferenced address - ..a_ - and the,system has been constructed m compliance with 310 CMR`'15 000, the approved Y n desrgn,plans-and alhlocal requirements;'and that any changes to the-design plans have,been ` ; - reflected on the enclosed as=built'plans .Enclosed please find two copies of/the.revised as built plans that include the pipe from the house.to the:septicaank , x t r 5' If you have�any,questions,please do not hesitater to call ` A Sincerely; GRADY'CONSULTING;;L L C } ^ .�. a _ i ..4 3 t 5. § E Darr enGradyP E F" rq Principal Engineer° .,, 4` . ; 4` {t 1 f . ... CC. Jim and Marybeth O.'Leary. t f 2j iviapIp, Street '_ y , `f Brighton, MA` 0213`5 ' . z r` �` , , r �, `'S i�t.. - - >.-i...•j '/ r ter. ',. - J:�20W14-299�A bwlf cert doc J �r :. 1, t ; ' at t. r t r" _ - t ril + ( fi t i .-f :, -� r _ - .l. 1, ,. _ .S I. .. II A - . t .)„ _ C } :5 / 3. 71:Evergieen.St ., I Suite lt:. Kingston; f 02'3 Tel (781)585= - `4 F i,(781);585 2378 t t t _ �:r Ir - t', . - G'RADY CONSULTING , o L .'L- C . Registered Professional Civ►1 Engineers&Land SurveyorIe s ' Y f °, t - 1 . , I. January`14I 20:16 M - . , Ii 1 G7; ` ' Barnstable Board of Health � . Health,Department r '2001VIain'Street T ``" '"& r r , Hyannis, IVIA;02601 ; `A c ; .I ` - . , G k - RE -.As built,Certification 82_ ``` r ' - , Crystal Lake Road;,;Osterville '. y 4 H ' Dear Board Members: , 4 ,� ' ' �hi 1- . We hereby certify that we have inspected the septic system at the above.referenced address ` =a �- ,I I,�,�',-jL,�l�_I,,�,'*,,.�,_..�'.,-,'4.;",;,�,.,"-�;_,-1 I,-,.,- :-,.',-I:-1.,1�,1,l,I:1,,,.,..,-;0'v l._,-',��"I_,_-',i,�.-,"4,.-_J--1,_,_1 and the system has been constructed m compliance with 310 CMR;15 000, the.approved s g P , deli n lansfar d all local requirements, and`that any:ehanges to the design plans h' " b -_' reflected,on the enclosed as-built plans Enclosed please find two copies;of the as built plan.;: `- µ _ ,Y, � a t y Y If you have an ' uestions lease do not Hesitate to.cal'1. r Y.q :. - F , P - _ i , ,Sincerely } ` . , ri i , r ;. n k r '4 r >. ) t ' t GRADY CONSULTING, L L'.C. `' ' s 4 6F P;1ASSy 7. ; *, . _ ,R�GNP r f r,. i. F Richard Grady;P E x s gPo� L Principal`Bngirieer No 3g012 _ = .,; r .i- ] - -.11 cc Jim and=1Vlarybeth O'Le h 22 Mapleton Street" ' ' .�*righton,IMA�.`02135_ r ' J;X2014U4 2991t1sbwlt cert doc ` `,` t - i a'` \{ - F ~ . . y i._� - .I ,.Y. -t. .h - Y i T _i -t f tt Im . t = - "i •t .. 4 l •` ✓ - } _ " - - I .;a 1.J� r< S - _ � _ - - - i' fi 71,Evergreen Street,Suito,14 Kingston,MA 02364 '* Tel (781) 585-230""* Fax:(781)."585=2378 ^} _ - ^: _ 1 _v - d/ _ NO. THE COMMONWEALTH OF MASSACHUSETTS FEE S 1 0 BOARD OF HEALTH �"ocsn of U�1-cello. APPLICATION FOR DISPOSAL SYSTEM CONSTRUCTION PERMIT Application for a Permit to Construct e air Upgrade Abandon _pp (t�Y� p ( ) pg ( ) ( ) - ❑Complete System ❑Individual Components Location r Owner's Name 1 • A 5 G SIo,r_z C.a f /39— 6.Z7 it, &)4 •fay, AAA C)Z_/j!C Map/Parcel# ddress 37 9fs Lot# Telephone# r Installer's Name �/ signer's Name/ / Address 7/ FL/ 1�)�3, S Address AL , /�,f/U� L 5 65_ Z�OaJ Telephone# Telephone# Type of Building: Lot Size /8,7 9Z Sq.feet Dwelling—No.of Be rooms y Garbage Grinder ( ) Other—Type of Building No.of persons Showers ( ), Cafeteria ( ) Other fixtures Design Flow(min.requ'red) 4/q-0 gpd Calculated design flow gpd Design flow provided SY$ gpd Plan: Date / 2. / Number of sheets _�— Revision Date Title S;/.c_ P/ga Description of Soil(s) Soil Evaluator Form No. Name of Soil Evaluator Date of Evaluation /o DESCRIPTION OF REPAIRS OR ALTERATIONS rirs&// /S79y we;/%v, S r.n h> 74,nk / _ u�G( �' The undersigned agrees to install the above described Individual Sewage Disposal System in accordance with the provisions of TITLE 5 and further ag s not to place the system in operation until a Certificate of Compliance has been issued by the B / SN OF A4ASS,q Signed to 12 1V � 2 RIt✓HARD o��`. co DY co 3807� o FORM 1 - APPLICATION FOR DSCP DEP APPROVED FORM 5/96 IS C`V\�F — NO.&26——oll THE COMMOJMWEALTH OF MASSACHUSETTS FEE — BOARD OF HEALTH CERTIFICATE OF COMPLIANCE Description of Work: ❑ Individual Component(s) Complete System The undersigned hereby certify that the Sewage Disposal System;Constructed( ),Repaired( ),Upgraded( ),Abandoned( ) by: at has been installed i actor ante t t e r 7ated i ns o 310 CMR 15.00 (Title 5) and the approved design plans/as-built plans relating to application No. Approved Desig Flow (gpd) Installer Designer: Inspector Date The issuance of this certificate shall not be construed as a guarantee that the system will function as designed. FORM 3 - CERTIFICATE OF COMPLIANCE DEP APPROVED FORM 5/96 No.gy�: �/7THE COMMOJNMWEEALTH OF MASSACHUSETTS FEE TAaffk"_ OARD OF HEALTH DISPOSAL SYSTE CONSTRUCTION PERMIT Permission is hereby granted to Construct (Repair ( Upgrade Abandon an individual sewage e( ) ( ) g disposal system at as described in the application for Disposal System Construction Permit No. �Obldated Provided: Construction shall be completed within three years of the date of this permit.All local conditions must be met. Date Board of Health FORM 2 - DSCP DEP APPROVED FORM 5/96 FORM 1255 (REV 5/96) H&W HOBBS&WARREN rnn PUBLISHERS- BOSTON THE FOLLOWING IS/ARE THE BEST IMAGES FROM POOR QUALITY ORIGINALS) I A- , � .1 M /-�-C&L DATA w -� : ~ -No. s THE COMMOI�IWEAL+THOF/MASSACHUSETTS FEET D � fi B{,OARD O'F ,' 'ALTH ( It ' (�o`/ 1 APPLICATION FORDISPOSALV.;SYSTEM CONSTRUCTION PERMIT " 13 i Application for a Permit to Construct (L,Y epair ( ) ade ( ) Abandon ( ) - .0 Complete Systemy .E]Individual Components �.9' `� VON. A y d 'tP2 Cr 416d Of tile )im Gnl/ /�,G+rU�•f/`i � 4lriU LL Location / Ownelr's An G Z7 /</�/ igA-An `-4A,4 Map/Parcel# / ", .I ( 'q t. � Lot#. _ � ... Telephone# , t ! 1 l' __--mZ"l 1„4 Lun t y ii 4 e L C. Installer's Name •D signer's Name Address — Address —i 7 - 5-6 S- z 3 66 1 f Telephone# Telephone# ` f Type of Building: �f„�/E �;n,/ %�i.v//, Lot Size y/6, 7 6/2 Sq.feet; Dwelling—No.of Bdrooins �� -� Garbage Grinder ( ) Other—Type of Building No.of persons Showers ( ), Cafeteria ( ) Other fixtures Design Flow(min.required) qC'/v gpd Calculated design flow gpd Design flow provided 5` 6 gpd Plan: Date /Tli el Number of sheets �_ Revision Date Title Description of Soil(s) Soil Evaluator Form No. Name of Soil Evaluator Pince�,.,j h, 1,4 -Date of Evaluation iv /b ft DESCRIPTION OF REPAIRS OR ALTERATIONS in t 1c /f /S'�ti� � // �.-, <.,� '.�' '• ��,�/r f�A- X, x Gila / The�ndersigned agrees ro install the above deibed`I„dividu�Sewpge Disposal System in accordance with the s of TITLE 5 a d further agrees not toplace the system in operation untih'a=CertificQte of,Compliance has been issued by the S Signed - ,r to !Z 397 /l. GRADY i KI N'_GN TRHO FORM 1 - APPLICATION FOR DSCP DEP APPROVED FORM 5/96 ON L CNI\� THE COMMONWEALTH OF MASSACHUSETTS FEE BOARD OF HEALTH CERTIFICATE OF COMPLIANCE .. _ Desciiption of�'orlt µ0 Individual Components) Complete System Tlie-.unders`ne1-1 d`hereb certif that the Sewa e Dis osal S stem;Constructed Repaired q g• y y g p y ( ), p ( ),Upgraded( ),Abandoned( ) at —� has been installed in accordance t t e r i ns o 310 CMR 15.00 (Title 5) and the approved design plans/as-built plans relating to application No. ' ated Approved Design Flow `' (gpd) Installer Designer: Inspector Date The issuance of this certificate shall not be construed as a guarantee that the system will function as designed. �t !FORM 3 -'CERTIFICATE OF COMPLIANCE DEP APPROVED FORM 5/96 , f No. �-O THE COMMO WEALTH OF MASSACHUSETTS F EE 2/2ff- AeBOARD OF HEALTH � th DISPOSAL SYST CONSTRUCTION PERMIT Permission is hereby granted to Construct (Repair ( ) Upgrade e Abandon an individual sewage ( ) ( ) g disposal system at as described in the application for Disposal System Construction Permit No. dated Provided: Construction shall be Completed within three years of the date of this pe m' it:-Alt"cal'conditions'must be met. Datef Board of Health FORM 2, DSCP DEP APPROVED FORM 5/96 FORM 1255 (REV 5/96) SW HOBBS&WARREN TM ' PUBLISHERS- BOSTON t From: O'Learys [mailto:ole comcast.net] Sent: Sunday, March 08, 2 2 PM ' To: 'O'Learys' Subject: House plans&septic sign-off On Feb 9,2015,at 2:34 PM, Miorandi, Donna<Donna.Miorandi town.barnstable.ma.us>wrote: tic Hello all: The septic permit for 82 Crystal Lake Road is now for l set wa for ith building bedroom house with the permit when you are permit number still being 2015-017. Now you can proceed ready. When the septic is ready to be installed you just have to work.ave Good Luck licensed installer in the Town of Barnstable come in and sign the permit before he starts the Donna Miorandi Town of Barnstable Health Inspector I U' \ Town of Barnstable Pit 76 Department of Regulatory Services .AeNev,.ta.: Public Health Division Date Haas. rasa 20 n Street Hy nis MA 02601 Date Scheduled Time Fee Pd. J0 Soil Suitability Assessment for S e s { Performed By: Witnessed By: 9 LOCATION&GENERA)f.II�IFORMATIONo Location Address Owner's Name Aez W Address Z ZIV ap/l�2')'�L.. Assessor's Map/Parcel: /�� 7 L� MNrp/ FA � Engineer's 6 AA- NEW �. CONSTRUCTION REPAIR � Telephone /- S'�•�' Land Use�t�5 iGLtn L. r Slopes(%) +1 1 Surface Stones )140- / Distances from: Open Water Body >/��1,(�a- ft Possible Wet Area (1 I Y,... ft- Drinking Water Well ALA ft Drainage Way P4 l T" ft Property Line/_ft Other ft SKETCH:(Street name,dimensions of lot,exam locations of test holes&perc tests,locate wetlands in proximity to holes) C x IV{tuy9 Crvsl,l Lci kr- Parent material(geologic) Depth to Bedrock �v ^/ . Depth to Groundwater: Standing Water is Hole: .W at�l,� Weeping from Pit Face W O AYL/ a i raj 1 Estimated Seasonal High Groundwater t`7�N' yf J Z §, _°- Li 'WE g } =jg ....,.:.�DE'�`EKMINA�'IO�i TOR SEASQN,�I;HIGH_WA:TER 3'At�LE. �,'� Method Used: Depth Observed standing in obs.hole: in. Depth to soil mottles: in. y Depth to weeping from side of obs.hole: in. Groundwater Adjustment ft. "-- Index Well# Reading Date: Index Well level Adj.factor Adj.Groundwater Level_ Elm PE�2COLATIQN.ZEST,;, i.._.Hate Z k( ?.....a li Observation 'y Hole# Time at 9" V �, V'• t Depth ofPerc tr' l [J Time.6" s Start Pre-soak Time Q r, I i.2� Time(9"-6") End Pre-soak Rate MinAnch �"�j ` L Site Suitability Assessment: Site Passed 1/ Site Failed: Additional Testing Needed(Y/N) lam{ Original:Public Health-Division Observation Hole Data To Be Completed on Back----------- ***If percolation test is to be conducted within 100'of wetland,you must first notify the Barnstable Conservation Division at least one(1)week prior to beginning. Q:\SEPTIC\PERCFORM.DOC its A. M_. Depth from M Soil Horizon Soil Texture Soil Color Soil Other Surface(n.) (USDA) (Munsell) Mottling (Structure,Stones,Boulders. Consistency,%Gravel) or' ►401.1{% Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(n.) (USDA) (Munsell) Mottling (Structure,Stones,Boulders. - Consistency.%Gravell 0`=12 `�l- ►y �Q3�2 3 y��14 32 -1 Zy 7/Z LvoSe L. Depth from �._ Soil Hon6n u Soil Texture Soil Color Soil Other ..,_ Surface(n.) (USDA) (Munsell) Mottling (Structure,Stones,Boulders. Consistency.%Gravel) d't- 12't A c2L � �Z.s Y7/1 c.�os lc--t5 .._._Wr . ._.DEEP OBS` RVA Depth from Soil Horizon Soil Texture Soil Color Soil .Other Surface(m.) (USDA) (Munsell) Mottling (Structure,Stones,Boulders. Consistency.%Gravel) I21`r-3�1 �uy�� cl L 1�0 N Yi Flood Insurance Rate Maw, Above 500 year flood boundary No— Yes— Within 500 year boundary No I/ Yes_ Within 100 year flood boundary No Yes_ Depth of Naturally Occurring Pervious Material Does at least four feet of naturally occurring pervious atenal exist in all areas observed throughout the area proposed for the soil absorption system? _ If not,what is the depth of naturally occurring pervious material? Certification I certify that on 617jqJ4 (date)I have passed the soil evaluator examination approved by the Department of Environin6iTtal Protection and that the above analysis was performed by me consistent with the required tra' ing expertise arfd ly—�--o experience described in 310 CIviR 15.017. Signature Date Q:\SEPTIC\PERCFORM.DOC TOWN OF BARNSTABLE ' LOCATION sZ &/ f1e-I 24lf.?- 17r1, SEWAGE # - VILLAGE_ �,SJ— rl-�,j/�_ ASSESSOR'S MAP & LOT13 0 Zr7 INSTALLER'S NAME & PHONE NO. SEPTIC TANK CAPACITY LEACHING FACILITY:(ty' Rl_ (size) /',v 4,:, NO. OF BEDROOMS 3 " PRIVATE WELL OR PUBLIC WATER BUILDER OR OWNER v DATE PERMIT ISSUED: 4 2 DATE COMPLIANCE ISSUED: � ���? / OL VARIANCE GRANTED: Yes No 1 r 24 i2y� 1 331 o a � t� ASSESSORS MAP N0: No..__L�*... PARCEL NO: O Z 7 Fimi& ... ....3��.:.00 THE COMMONWEALTH OF MASSACHUSETTS, BOARD OF HEALTH TOWN OF BARNSTABLEwui.�.°� Allp iration for Di"m of Workii Tone m a wftf� Application_is hereby made-for a Permit to--Construct ( ) or Repair (X ) an Individual Sewage Disposal System at: 82' Cr' ystal Lake Road Osterville -•............._- ...._ •- ..................................... --•-••....-•-------•-•-------------•-------•-- ................. Location-Address or Lot No.-....... ..._..._ Jackson' ......................-.......................................................................... ...-•........................................ .............................................. ram'Z Owner Address W J.P.Ma.:_,pbmb er .Jr. Installer Address d feet Type of Building Size Lot...........................S q. U DwellingNo. cf Bedrooms.............�........... .....Ex Expansion Attic a — --------- p ( ) Garbage Grinder ( ) Other—Type of Building ............................ No. of persons............................ Showers ( ) — Cafeteria ( ) Other fixtures -----------------•-•----•----•---•-•----•-•. W Design Flow............................................gallons per person per day. Total daily flow............................................gallons. W Septic Tank—Liquid capacity............gallons Length................ Width................ Diameter---_............ Depth -------- ._.._... x Disposal Trench—No..................... Width.................... Total Length.................... Total leaching area....................sq. ft. Seepage Pit No--------------------- Diameter.................... Depth below inlet.................... Total leaching area..................sq. ft. Z Other Distribution box ( ) Dosing tank ( ) Percolation Test Results Performed by.......................................................................... Date........................................ Test Pit No. I................minutes 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........................ a' -----------------.---------------•------•-••------••----•-•-••--.....--•---..........---••••.................................................................. ODescription of Soil........................................................................................................................................................................ W Sand & Gravel v •--•--•-•-•-••--••......-•-••--•-••-•-•---••.•---•-.......•-----•--------•--•--•-••---••••••••----••-•-•-=----------•-•---•--------•-----••------•••---•--•-•---------•............................•••. W x --•-------------------------------------•---------------•------•---------•--------------•---...--------•---•---------------------------•-----------•-•----............................................. U Nature of Repairs or Alterations—Answer when applicable............................................................................................... ------------------------------------•.1-10�0 �°apl.lon leach. pi-t......--•-•--••---•----••----•------......•-••--••............... . --....--- 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 ------.. 7/28/92 - -- ------------------ ------------------------------------ Dace Application Approved BY .. 1. -- - ^. �•— --.............................................................. Dare Application Disapproved for the following reasons: ................................................. .-------- ----------------------------- ---------------------------------------------------------------------------------- ---- ---------------------- ----- --- ------- -- ---------------------- --------------................ --- --------- ---- ------------------------------------------------- ---------- Date Permit No. - - `2'--- � 6------ .... Issued .................. Date No. =....�. � O Z 7 - FEs....... ... '�.. '� THE COMMONWEALTH OF MASSACHUSETTS BOARD OF HEALTH TOWN OF BARNSTABLE c Appliratiou for Dh naa1 Works Tomitr rfi� remit Application is hereby made for a Permit to Construct ( ) or Repair (X ) an Individual Sewage Disposal System at: 3.2... 0 ry s t:�1 �:k P...Road...Q_1,_t•�e-r_tr tl-J.e........ -----------------------------------••---------------...---•- • -----Jackson Location Address or Lot No. �r Owner Address ,,............................................... ...........•---•---•-----_...--- ---....----.......................______... Installer - Address Q Type of Building Size Lot............................Sq. feet U Dwelling—No. of Bedrooms............. __......................Expansion Attic ( ) Garbage Grinder ( ) ax Other—Type of Building ---------------------------- No. of persons.......................----- Showers ( ) — Cafeteria ( ) d. Other fixtures ...•-••-•-----•-----••-----..-••-•-•-----...----•-----•••----•------•-.-...--•-------------------•.................................................. W Design Flow............................................gallons per person per day. Total daily flow............................................gallons. WSeptic Tank—Liquid capacity_____--.___gallons Length................ Width................ Diameter................ Depth................ x Disposal Trench—No_ ____________________ Width.................... Total Length.................... Total leaching area....................sq. ft. Seepage Pit No..................... Diameter.................... Depth below inlet......_............. Total leaching area..................sq. ft. Z Other Distribution box ( ) Dosing tank ( ) aPercolation Test Results Performed by.......................................................................... Date........................................ � Test Pit No. 1................minutes per inch Depth of Test Pit.................... Depth to ground water........................ fX.l Test Pit No. 2................minutes per inch Depth of Test Pit.................... Depth to ground water........................ R+ ------------------------------- -= -------------------•---------------------------------------- •---------------------- D Description of Soil......................................................................................................................................r �. ------------------- U W UNature of Repairs or Alterations—Answer when applicable...........................................................................................•--. ..----•-•---------------••--•--•----•---•--------•-•--•-•--•----... -1 ER.I1QKI...laa.ch---pit-................................................................. 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 ..:...---- -----;-- ;'"' '-_' 7/28/92 'I Dare Application Approved By -------------------- V �,- ..[ -.�• e -a .,.�........:... Dar Application Disapproved for the following reasons: ................................................. ----------.........................................................----------- ....................... . ............................................................................... ... ................................................................. .. ........................................ Dare PermitNo. ... ...?.;;--- . ............... Issued ........................................................- a- Date r THE COMMONWEALTH OF MASSACHUSETTS BOARD OF HEALTH TOWN OF BARNSTABLE &r#tf rate of C�IImpliance THIS IS TO CERTIFY, That the Individual Sewage Disposal System constructed ( ) or Repaired (XXX ) by---J-.-.P",.Mac.0Mb Pr---Jr--------------------------------------------------- --- --- --------------_---------------------------...--------- .....-- ------------........----- ----- ------. ---. Installer at ---82----C.rystal....Lake----Road....O,star..Er.. IP- . --- -------------------------- ---------------------- ------------------------------------------------------ has been installed in accordance with the provisions of TITLE 5 of The State Environmental Code as described in the application for Disposal Works Construction Permit No. ----?.,q,.-....�.7/e--.. dated ..........._..................._-. ---- THE ISSUANCE OF THIS CERTIFICATE SHALL NOT BE CONSTRUED AS A GUARANTEE THAT THE SYSTEM WILL FUNCTION SATISFACTORY. y ................ /: .--.-..----..--....."..-".... Inspector ............-............r`DATE................_""....... ..�4. ...� ..........`,..:... .....---...--..-.-------.------------------------ THE COMMONWEALTH OF MASSACHUSETTS BOARD OF HEALTH � --77 TOWN OF BARNSTABLE No..�r}........ ) FEE.- ---30.......�J... Permission is hereby granted....... omt?_P_1^_... .r•a-----•----••••----------•••----.......................................................... to Construct ( ) or Repair (XX) an Individual Sewage Disposal System at No.-'82---f"rys ta l•-•I.la-k e.---RQI d._. Street z as shown on the application for Disposal Works Construction Permit No.-Z�_-;�Z_)..__ Dated.......................................... Board of Health p r DATE --•--- --` � --•�`--•--••--------------- FORM 36508 HOBBS&WARREN,INC.,PUBLISHERS OIL AP,,,Y PP,,,,O.*i Cf 82 CHFY5M, Lg Fb . W 05TF'r"VILL�.j MA c=n v AWC Guide to Wood Construction in High Wind Areas:110 mph Wnd Zone > O/ SUMMARY OF CONSTRUCTION REQUIREMENTS Massachusetts Checklist for Compliance (780 CMR 5301.2.1.1) SHEARWALL PANEL NAILING SCHEDULE 0 S SfANDAPI?FRAMING CONNECTION REQUIPEM%T5: 1.1 5COPE LOAPMARING WALL CONNECf1ON5 U >__ vAw SPEED(3 EC,GUsf) IIO MPH X LATERAL(#I6d COMMON NAIL5) 2 X 6 'V,'PLYWOOD NNLR7 WITH 8d COMMON OR GALVANIZED PDX NAGS AT Pa LOW I QUIPEMNNfS OF TABLN 2 FROM WPCM MANUAL. IMN7 EXI'��`�� P X NON-LORVEARWG WALL CONNECilON15 I2 6"O.C.AT THE ED AND D 12"O.C.IN THE FIELD. Q LAItRAL(#I6d COMMON NAL5) 2 X 1,2 AnP ICAPILIfY LOP17 PENNING WALL OPENllNYS q %2°P YW0017 NAILED WI1H 8d COMMON OR GALVANIZED PDX NAL5 AT J-71 FLOOR CON5TRUC1ION MQUI9EMENf5: NUMPER OF 5TORIE5 2 5TORIE5 5 2 STORIES X WAMP SPANS 12 R O 1n,5 II-ft X V I2 4"O.C.AT THE ft?a5 AND 12"O.C.IN TH`.FIELD. _ ROOF PITCH 12_I2 512:12 X 5111 PLATE 5PAN5 12 R 0 uL 511-R X f+ O PIP5T TWO JO15T BAY5 OF THE PLOOR FRAMING FROM EACH GABLE END MEAN ROOF Wlailf 25 R 5 33' x ML FEW 5TUD5 5EE PLAN x PLYWOOD NAILED VON 8d COMMON OR GALVANIZED PDX NAL5 AT V t0 VC BLOCKED WITH TJI BLOCKING OP 2x LUMBER'} fb ON CNNTEP FOR DI IAWA WIDTH,IN52 R 5 80' X NON-LOAD PEAKING WALL OPENINGS 12 3"O.C.AT THE EDGE5 AW 12"O.C.IN 11f FIELD. W PLLDING LENGTH,L (86,5EE PLAN5) 42 R 5 80' X FEADER 5PAN5 9 R 0 in.512-R X 1HE LENGTH OF THE J015T, 5HEA1HN6 TO BE NAILED IN ACCORDANCE PULPING ASPECT RATIO(L/W) 133 5 5:1 X 51LL PLATE 5PAN5 9 R O m.<_12-R X NOTE:FOR PLYWOOD 5HEAR WALL5 LI5T I?APOVE,8d COMMON OR (� WITH TABLE 2 (8d N&5,6"SPACING AT THE EDGE5 AND 12"SPACING IN NOMINAL IEICdiT OF i&LE5T OPENING 618" 5 618" X FLLL HEIGHT 511V5(NO.OF 5TUD5) 4 X GALVANIZED PDX NAL5 -(0,131 z 2Y"). aN NAZIS MATCHNG TW NAIL V W THE FEW). EXTERIOR WALL SIfATHNG TO RE515T U>LIFT AND 5IfAR SIAALTANEOU5LY DIAMETER AND LENGIN MAY PE USED AS A SLDSTITUIE, 0 13 FRAMING C-ONNIECTiON5 MINIMUM PULPING DIMENSION(W) NOTE:ALL PLYWOOD fO 9 RUN VERTICAL FROM SILL PLATE f0 AT CEPIERAL COMPLIANCE NIIH FRAMING CONNECT1ON5 X HE16d•If OF fALLE5f OPENING 6'8" 5 b'8" X EXTERIOR WALL PNQUIPEMENTS: LEAST 2"INTO aSECOND FLOOR PDX ON riN0 STORY PULDINGS OR i0 I STEAMING iYPE WSP X 2.1 FOUNDATION 11 EDGE NAIL SPACING 4 in. X 1HE DOLDLE TOP PLATE IN SINGLE STORY PULPIN65. USE 2 ROW5 OF t NAL5 SPACED 3"ON CENTER STAGC MV AT THE TOP AND POfTOM OF ALL EXTERIOR WALL 5TLF25 fO BE 2x6 AT 16"ON CENTER. THE DOUBLN FOUJDATION WALL5 MEET MO.Of 780 CMR 5404.1-COW" X FELD NAIL 5PACIN6 12 in, x EACH PLYWOOD SHEEP PER FIGUf 4 IN ilf Ofmbf. NO. REVISIO WISSUE DATE TOP FLKE5 ON THE EXiNPIOP WALL5 TO HAVE A MAXIMUM SPLICE LENGTH + SHEAR CONNECTION<#I6d/R) 3 x OF 4 FEET ANT?5PLICE5 TO it NAILED WITH 12-I6d NAL5 IN ACCORDANCE 2.2 ANLHORAE TO FOUNDATIONO PERCENT FILL4fl6Hf 51fATHN6 71 % x IMTHTADLE6INTl•EWFCM110/13t`OOK-ET. 5/8"ANCHOR EOIANIC&AN O51A5ANADORS/8"PRONMTEY -5%FOR EN5IONWGs >6'e" x SOLE PLATE CONNECTION SCHEDULE MECHIANICAL ANCHORS AS AN ALIERNAIIVE IN CONCRETE ONLY MAXIMUM PI111.DING DIMENSION(L) FEICNfOFT&LE5TOMNING 6'8" 56'8" x PROJECTADDRESS: POOP PPAMING MQUIMMEN5: POLT SPACING-GENERAL 45 tn.O.C. X 51EATHN6 TYPE W5P X Oaf 5PACINI6 FROM EN7/JOINT OF PLATE 9 m,5 6"-12" x EDGE NAIL 5PACIN(A 4 m. x CONNECTION TO FLOOR RIM BOARD PAPTER CONNECTION TO THE TOP PI-Alt MQUIM5 51MPSON H2.5A Paf EMPEDMENT-CONCRETE I in,2 7" X f FELD NAIL SPACING 12 in. X HUIZIZICANE aIP5 WITH 2X BLOCKING l3r T WEEN J015T 6AY5 TM-WILND fO PLATE WASHER (FIG 9) z 3"X 3"X 9" X 51,EAR CONNECTION(#Ibd/R) 3 X WALL TYPE SOLE PLATE CONNECTION TO RIM BOARD 82 CHIZY5TAL LAKE V17, PAPINR AND TOP P A1E WITH 9 IOd NAILS PEP BAY, IF BLOCKING iS PERCENT I'L11 EICK5HfATHNG 43 % x 059NILLE,MA 3.1 FLOORS -57 FOROMNINi55 >6'8" X 12 (3)-i6d COMMON NAILS PER 16" NOf 95IMP,51MP50N H-IOA OP H-14A HNPPICANE CLIF5 CAN It FLOOR PRAMING MEMPEP 5PAN5 CHECKED x W&L aA17DIN6 — 505flfMD AND IN5TALLW ON EVEPY PAPTEP WtMOUT BLOCKING. ALL MAXIMUM FLOOR OPENING DIMENSION 10 R 512-R X RATED FOR WIND 5MED? x 4 3 16d COMMON NAILS PER 16" CHP5 fO BN IN5f&L IN ACCOWANa WtM 51AW50N ffQUIMWW5, FILL HEIGHT WALL 5TLV5 AT FLOOR OPENINGS A APA PORGJ:WALL5 AW1 OR WW DESIGN 5HEARWALL5 USED YE5 12 ( )- LE55 THAN 2'FROM EXTERIOR WALL X MAX,FLOOR JOIST 5ETPACK5 5U'POPiING 5.1 ROOF5 1 COLLAR i1E5 APE PEQUIPED IN THE UPFNR TMPD OF THE POOP PAPTERS 3 (4)-i6d COMMON NAILS PER 16" AND APE fO BN NAILED NfH(9) IOJ NAL5 PEP 51M OF U5E 51MP50N LOAD PEAKING oR J015fAR WALLS N/A R 5 d x POOP FRAMING MEMPER SPANS O :S 5MA x 12 MAX.GAN111.EVERED JOISTS SU'PORfING ROOF OVEp1AN( I R 5 SMALLER OP 2-R OR L/3 X *` ' LSTA 18 5TPAF5 FROM PAPTEP TO MfEP OVEP THE PIDGE BOAPD, LOAD PEAKING OR SHEAR WALLS N/A f!5 d X mr6 a RAFTER CONNECTIONS AT LOAD PEARINIG WALL5 FLOOR DRACl%AT EWWALL5 X PROPRETAPY CONNECTORS CONNECTION TO CONCRETE FOUNDATION ( ; POOP SHEATHING TO BE NAILED USING 8d OP NQUIVALENt'NA1L5 6"ON FLOOR SHfATHNG TYPE x UPLIFT u- 336 of x FLOOR SHEATHNG THIOUE55 3/4 in. X LATERAL L- 176 Of X CENTEP Af THE EDGE5,6"ON CEMtP IN THE FIELD. THE FIP5T TWO BAYS FOUNDATION SILL PLATE CONNECTION TO CONCRETE FLOOR 51EATHN6 FA5IENIN6 SHEAR s- 77 plf x M C K E N Z 1 E BETWEEN RAFTEP5 AT MQUIITD fO BN BLOCKED 4 PNET ON CNNTNP AT 8 d NAILS AT 6 in.EDGE/ 12 in.FIELD x RIDGE STRAPS(IF COLLAR 25 N1Of I15ED) T- 276 p f X j"VIA ANCHOR'©OLTS AT 4Y o.G.. ENGINEERING ALL GABLE NND5 PNR THE WPCM, GAPLE RN:E anOOKER I R 5 5MALLER OF 2-R CR L/2 x 4,1 WALLS m65 OR RAFTER CONNEC110N5 AT NON-LOADPEl� %WALL5 NOTE:ANCHOR 000-5 REFERENCEDA60VE r0 eE�"DIAMErE?An07 CONSULTANTS LIMIfATION5ANDCONTPACf0P95PON5113101IE5: WALL HEIGHT MOPRIETARYCONNECTORS S77EELANCHOr0OLTSW/rH.V'a . "FLArEWAS/1ER5W1rH7"MINIMUM swan dyt•<mmnnmm,� ' LOAfJPEARING WALLS 9 R 510' X UPLIFT _N/A EMBEDMENT INTO GONGRErE. 1279 MILLSTONE ROAD NON-I.DAJ7PEAKING WN-LS 9 fL 5 20' X LATERAL(#Ibd COMMON NWLS) N/A THE CONiPACTOP MU5T eFEP TO THE TADLE5 AND FUJIT5 WITHIN THE WALL 5iLv 5PACK6 Ib h 5 24"O.C. x POOP 5FEA1HNG TYPE v6r x BREWSTER,MA 02631 WFCM 110 MPH EXPO%PE B BOOKLNf POP ILLU5TPATiON5 AND WALL STORY OPP5ET5 N/A R 5 d X ROOF 5ItATHNG TH9-JNE55 7116 in.2 7/I6"W5P x SHEARWALL CONSTRUCTION (774)353-2144 MQUIMMEW5 015CU55W NfHIN THI5 5UMMAPY. ALL CONNNCTiON5 AND ROOF 9f,arHNIG FA5TENING 8d 6/6 x NAILIGST MEET N MU THE MQU MWNf5 HEMIN AND A5 ILLU5TPATED IN 4.2 EXTERIOR WALL55 �5: 1 1HE BOOKLET IN ORDER TO BE INCOMPLIANCE WITH 1HE BUILDING CORN, WOOD 5TU75 I.TH5 afav5T SHALL PE MET IN Ifs ENTIRETY TO COMPLY WITH THE MOUMMENf5 OF I-ALL%EARWA15 TO HAVE DOLULE TOP PLAi 5 AW DOLIPLE 2X 5TW5 AT EACH : THE CONTRACTOP 15 PE5PON51BLE TO EN%M ALL CONNNCTION5, LOADDEARIN6 WALL5 2 z 6 8 ft 9 . X MET CMR 5 5 AL VJ ITEM L IF THE CHECKLIST 15 MET IN Ifs ENi1RETY THEN THE PaLOtMNG END a WALL NON-PEAP.INIG WALLS 2 z 6 - 8 R 9 m, X METAL STRAPS A^Ji7 N01-D DOWNS ARE NOT REQUIRED PER TIE WPCM IIO MPH GUIDE: NAILING,AND ANCHOP BOLT5 AIT A51DLE TO THE IN51TCOR AT VE TiME GAPLE EW WALL PRACING STEEL STRAPS PER PIGI&E 5 2 FACE NAILDOUFLE TOP PLATES W/Ibd NIAll 5 AT 16"O.C. OF THE PPAMING INSPECTION/POUNPKION IN5PECTION,THE FULL HEIGHT ENDWALL 5TLt75 x 6.20 GAGE STRAPS PER FIGURE II GYPSUM aLIWA LENGTH 100 %2 0.9w X c 3-NALING OF SHfATHNG TO PE CONIn" D A009 PLAID FELOW ALL OMNINY.6 IN CONiKACTOP MUST PNPN NICE THE 51MP50N 1PONG 11E C-2014 fPlLIFT.TRAP5 PER FI=14 e �° CATALOG FOP ALL STRAP,HANGAP,AND 11E INSTALLATION MQUIMMEN5 I X 3 CEILING FLRPING 51RIP5 e 16"SPACING WITH 2 X 4 A ALL 5TRAP5 PER Plan 17 5WAPWA11L, r AND LIMIfATI0N5, iH15 DOCUMNNf AND 1HE ATTACNMENIS AS WELL AS A FLOCKING @ 4 fL,5PACING IN END J015T/TU55 FAY5 x ~� Q DOUILE TOP PLATE e.CORNER STLB7 NOI D DOWNS PER PIGI 18A AND PIGUf TSB COPY OF THE WFCM BOOKI Ef MUST ACCOMPANY ALL SETS Of PLANS 2.ilE POTTOM 51LL PLATE IN EXTERIOR WALL5%KL PE A MINIMUM 2 IN,NOMINAL 4'Af1ACN DOU31 E 2X 5f1[75 AND DUCT U'CAR 51U75 AT SIfARWALL ENDS WITH SPLICE LENGTH 4 R X (2)I6d NA1L5 At 6"O.C.FOR ATTIC/5ECOW FLOOR 51fAKW&l,5 AN7(2)I6d 1HCKhf55PRE551.�TREATED#2-GRADE. '^ �°°�-�.•=-°'�,-;:�=` '�/�� SLIBMITIED TO THE BUILDING DEPAP'WENf AND I55LED f01HE SPLICE LONNEC110N C#I6D COMMON NA1L5) 12 X 3,SEE CHECKLIST SHfARWALL LON57RIKilON 17EfA1L FOR SHEARWALL LONSTRI1LilON NA1L5 AT 4"O,C.SfPGLf�D FOR PIRSf FLOC 51fARWALLS. . ix;,,�� . � /// CON1PACfOP/5U13CONWfOP5 UNLN55 THE FLAN5 AM UP17MW WITH y NOTE5 AND DEfA1L5 THAT MFLECf THE IT01ITMEN5 5fATE19 IN THS THIS REVIEW WAS COMPLETED ON PLANS SUBMITTED BY GOTUI>"©Ay E5/6N AND WAS BASED ON THE FLOOR PLANS DOCUMENT AND AffACHWW5, AND ELEVATIONS PROVIDED. ANY CHANGES TO THESE PLANS OR FIELD CHANGES MADE MAY RENDER THE JOB#: 15-259 SHEET REQUIREMENTS OUTLINED IN THIS DOCUMENT NULLAND VOID AND COULD RESULT IN NON-COMPLIANCE WITH THE DATE: OM7-2015 CS 1.0 REQUIREMENTS OF THE WIND DESIGN. SCALE: NONE r 4 ' w_�`.• • TO r0 P.T.a x a POSTS ?Ta WI A2EK CASDIG w D D 4 A A PATIO a SCREENED a PORCH B A n•Jr za' 1 to 1sa 1-r 3<' ?Jr 18 lvA 3'-11' 4 — a A,ARYW 17P x 1B' S.a.xaw 3V z1B' &13N'x8,? DOUBLE SLIDUJO ¢ e SKyJ C 31(TJ aTJ 8TU0.9 FRENCH DOOR B 9 8 ?d Z'-0' BENCH &4'xa 1® ?•,J L ]I(.tJ I I 1 a O O I a1J STUDS t? a21 aTUD8 I b A MUDROOM Iru RANGE SI°a DW - BULT4N I b q C BATH I I q M KITCHEN D"B^�TB I A6 " �•� KITCHEN MYOUT E R) I �e A A 4 b it O CLOS. — H I -------- a LIVING m GAS CAEL a ® I DEPTH F.P. I REF MASTEZS 14 4•a sd• I so 1-r 1a z<' r-z sJr sr• 1s BEDROOM APRON $ BURT4N I SHEATH THIS SIDE b (VAULTEDCERUIG) a a kGk � „ StmINO BAfW CABINETS 1 F+ 6 SHEATH 71/19 SUE I 76'z Ba' I 2{rx1 6 - OF WALL BUTLERS PANTRY PANTRY F6 I - a / +z L ------ LOS. ZR(�T.FWR © A 6 a / GARAGE __ ---- — L'DRY. FOYER O $ 1-w W o k i k i x 1 k 4 1 I } ' ® © 1 I BATHMASTER a m DINING q L aPENTo © © I e 1 cENiER w�- - J I Jv3OVE I W.I.C. O g I I STUDY ,a ; b ro 1 1 LIN. :er a BENL]1 ,4 q A q 31(,1J TJ 3K.1J h BOOKSHELF M.1J 2J SK.1J. A 8® C a + A + e e e e A A ea n•r ea ra• sa ra so' sa ra sa• ra r-+? ,ra 1-,+? +1a ea 11Jr a - 4 COVERED " PORCH B q P.T.e:e F08T wi Fl ASE. - - SEE L1 DFTAFTA4 u� tv tr4r - ZTd 4T-0' - 2rO �+ sea /� SCHEDULE ' FIRST FLOOR PLAN IECC2012 RESIDENTIAL ENERGY EFFICIENCY DETAILS !WINDOW SCHEDULE FIRST FLOOR 1979 S.F. CLIMATE zoNe SA NIUMUSE PR ER PRESCRIPTIVE INSULATION TIONVAL & FNESTOR TICN cucuunIN+ SECOND FLOOR 1216tS.F. rABLE4Gz.,., INIMUMPRFSCRPfIVEINSULATIONeFF1dGSTRATIONREQUIREMENTS) TYPE MANUFACTURER'S UNIT ROUGH OPENING REMARKS - TOTAL FINISHED SPACE 3195t S.F. p. 1. A MARVIN ITDH3256 2'-81/2"x4'81/4• INTEGRITY DOUBLEHUNG IMPACT GLAZING COVERED PORCH 3O6S.F. m " ' B ITDH3264 2'-8 1/2"x5'-6 1/4• INTEGRITY DOUBLEHUNG IMPACT GLAZING 1.R-vxuEs ARE uINmu'.tseu-FAC)ORS ARE MJ UMa C ICA25392W 4'-1•xT-35/8" INTEGRITY CASEMENT IMPACTGLA23NG SCREENED PORCH 196S.F. z.+a,euEANSR-taCONRNUOUSWBuuTEosHEATHINGON THE INTERIORORExtERIOR D ITDH3252 2'-81/2'x4'-4 1/4' INTEGRITY DOUBLEHUNG IMPACT GLAZING GARAGE 477 S.F. OFTHEHwiEORR-1s CA tNSLIATIONATTHEINTMMDFTHE8ASEUENr WALL E • • CUSTOM 4'-0"x4'-1" INTEGRITY EYEBROW IMPACT GLAZINGaREFER To Ecc zmza+APreR4 FOR ALL n+sIKATIONe ENERGY REOUIRENENTS EN 1.CONTRACTOR TO VERIFY ALL WINDOWS WITH OWNER&R.O.'S --� - ®SMOKE DETECTORWITH WINDOW MANUFACTURER PRIOR TO ORDER PLACEMENT ©CARBON MONOXIDE DETECTOR •,.,a; �. roll MARVIN INTEGRITY WOOD-ULTREX INTERIOR/EXTERIOR P� ! a`._=,,5K r _ W/STORMPLUS GLAZING.SIMULATED DIVIDED LITES&SCREENS ®HEAT DETECTOR VERIFY ALL DETAILS W/OWNERS - 51F :•��r:. :_&:.. a THE DESIGNER SHALL BE NOWIED IF ANY ®Q COTUIT BAY DESIGN, LLC NEW HOUSE FOR. ///1/s C—omm—DNSB 44aAREFD�DN SCALE : DRAWING NO.: 43 BREWSTER ROAD . THERE wiLL BE RESPONSIBRIDRTOHE CONTENT y CONSTRUCTION THE BUUDMG CONfRAC10R MASHPEE,MA. 02649 NTHEMORAWIN SIFCOLE TTRUCTI EIlf 1/4" '-t w THESE IxNWNGS IF CONSTRUCTION �" "a i°q"��:w '�`, CONI�N OSS WITHOU1T NOT GYWG THE PH../(508)274-1166 O'LEARY RESIDENCE 8e i DE DBEDRAWINGS �YUSE FAX(50 )539-9402 .d-- OF THE OWNER NOTED.AWLa0y =RUSEOFTHEM DATE 82 CRYSTAL LAKE ROAD OSTERVILLE, MA �� P c� DRAWINGSG"`�'ON 8/11/2015 t .eo uo az$ zzo r D D A A 4 4 zo wo zo (SHED DORMER) Irz a-r ,r-2 zo a-r e B D t2 p p p A6 \T•6•`I°M/sR/. ATH#1 BATH#2 b - m A I /\ O O A m :e.ee M O CLOS. I O O BEDROOM#3 I C 4 I I IN.AB. CA �'.. I I � LIM cne. CAB, C LOS FOLDING +� ro \ I / t, I saiV a-n„a za a s.n z e-te I, za.ee 110 BELOW B,z ATTICACCESS HA L ON. TO BE INSTALLED ® ® B INTHI9 AREA wave - z9•[QS• © © © MEATH THIS WALL 4 ° ATTIC W.I.C. FOYER BELOW zw.ew zr.ea ATTIC BEDROOM#2 CLOS. BEDROOM#1 — -------- --- --------- 11'$ SHEATH THIS SIDE OF 6 -------- b OPEN TO ABOVE 3d b 3K,1J L 9(.,J I 1J TJ 3K,J B E D q AT To T$ So 3$ T$ e$ $ A6 4 ,Bo e$ teo 4 (GABLE) (SHED DORMER) (GABLE) PORCH ROOF BELOW B A zzo ezo zzo Beo NOTES: SECOND FLOOR PLAN 1.)CONTRACTOR IS TO VERIFY ALL EXISTING CONDITIONS 10.)ALL CONCRETE USED FOR FOUNDATION WALLS,FOOTINGS&SLABS - &DIMENSIONS IN THE FIELD TO BE 3000 PSI - 2.)CONTRACTOR TO VERIFY ALL INTERIOR&EXTERIOR MATERIALS, 11.)VERIFY ALL PLUMBING&ELECTRICAL DETAILS W/OWNERS ON THE SITE DETAILS,&FINISHES IN THE FIELD WITH OWNER DURING FRAMING CONSTRUCTION _ 3.)ROUGH OPENING HEAD HEIGHT OF WINDOWS AT 12.)TIMBER FRAMING TO BE SPRUCE/PINE/FIR NO. GRADE �F FIRST FLOOR TO BE 6'-11'ABOVE SUBFLOOR ON F.F. 13.)PROVIDE UTILITY INSTALLATIONS FROM STREET TO NEW HOUSE _ &68'ON THE SECOND FLOOR UNLESS NOTED OTHERWISE VIA UNDERGROUND CONNECTIONS TO COMPLY W/ALL LOCAL CODES 4.)ALL CONSTRUCTION TO CONFORM TO 78D CMR MASSACHUSETTS 14")THIS SITE IS IN THE 110 MPH WIND BORNE DEBRIS AREA,EXPOSURE'B' &WITHIN ONE MILE OF NANTUCKET SOUND PER STATE OF �'•" 6 . STATE BUILDING CODE,8TH EDITION AMENDEMENT&IRC2009 3 :^-Fri"-cr MASSACHUSETTS WIND SPEED MAPS r 5.) 110 MPH EXPOSURE B WIND ZONE '•5 5J2 15.)GLAZING PROTECTION PER 780 CMR 5 6. ALL SHEETS OF PLYWOOD WALL SHEATHING TO BE INSTALLED VERTICALLY, VERIFY ALL WIND BORNE DEBRIS PROTECTION TO BE IMPACT GLAZING N REQUIREMENTS OR HORIZONTALLY W/BLOCKING AT EDGES,3"EDGE/12'FIELD NAILING W/OWNERS PRIOR TO START OF CONSTRUCTION f 7.) ALL LVL LUMBER/BEAMS TO BE 1.9e U480 LOAD 16.)FOLLOW ALL REQUIREMENTS OF THE IECC2009 RESIDENTIAL ENERGY ;" �' •�� r :�J/,:$') 7 8.) SEE CERTIFIED PLOT PLAN DEVELOPED BY GRADY CONSULTING,LLC EFFICIENCY REQUIREMENTS&VERIFY ALL DETAILS WITH THE INSULATION �' ��,..�•'y FOR ALL PROPOSED&EXISTING DETAILS INSTALLER/CONTRACTOR FOR THE STRETCH ENERGY CODE 9.) FOLLOW ALL MANUFACTURER'S SPECIFICATIONS FOR INSTALLATION OF ALL 17.)VERIFY ALL LANDSCAPING DEATILS W/CONTRACTOR&LANDSCAPE � ':'E 4.^'+-. SIMPSON COMPONENTS DESIGNER/CONTRACTOR IN THE FIELD All I DIE DESIGNER SHALL BE NDTIFI D IF ANY ®Q COTUIT BAY DESIGN, LLC NEW HOUSE FOR. THESEGOROM®SONSAREFODNDoN SCALE : DRAWING NO.: THESE DRAWINGS PRIOR 1D BTMT OF 43 BREWSTER ROAD CONSTRI C,ON.THE E I0.DINDCONM.— 1/4" WILL BE RESPONSIBLE FOR THE oONrENT MASHPEE,MA. 02649 �N �OMN IF TFFY CONSTRUCTION PH.(508)274-1166 O'LEARY RESIDENCE THESE DRAWINGS ARE SOLELY FOR THE USE �Z FAX(508)539-9402 D THEIEROFANr TEC.ANERROR OTHERSMO 82 CRYSTAL LAKE ROAD OSTERVILLE, MA � ND7ED.ANYDTHERLBEDF DATE THESE IXtAWINGS REOUlREB THE wanTEN 8/11/2015 CONSENTOF TILE DESIGNER IWDER iNE MCHITECI VRAL COPYRIGHF PROTECTION �. Nrd - tad ord zzd Td Td 1TDIA.CONCRETE ONOTUBES W/26 DIA.BIGFOOT FOOTINGS 'w INSTALL S/S•ANCHOR OLT9 AT 20'ox.MAX UNDERNEATH TO CV BELOW GRADE W/SIMA.T.-N. SON BP9 SI&J gEMNG MTE9 \ \ YP.T.2v tre USESIMPONAO8SPOSTBABE PLACE BOLTBWITHN B'-16.OF EACH T CORNER AND TO AB'MINUIUN DEPM Q 4 4 b �' D D z°•o= A6 A \ § 13'd IT DLl ONC.00TUBEB Q. TO 417 BELOW GRADE.USE <•d Bd B-'r ad Ba Sd SIMPONABUNPOSTSASE N N B i 4 4 2-P.T.2zBa A6 A 4 P 18'o.a BASEMENT N WNDOW _ ___—__— MUMI I I P.T.2 v B 81LL W/SEALER sa ad Im m I I A ANCHOR BOLT DETAIL BABENENTI m C wwoow SIMPSON STHD14 STRAP Afi I L J BULKHEAD HEAD L— A PER O.H.DOOR DETAIL I _—__—_ _____ SCALE:1/2'_ I I J _ _ _ _ _ BASEMENT m — JI— — — — — P CONC.SUB RRI MIL A — —____ _ I POLY VAPOR BARRIER) v r- -- - ----------� 1a I I �DROP rop of wxL I n 1?w I.IONsrs®IT— AT I BgSEF�Ni ENTRY DOOR I I SS•v J.it I wNIJOW STEEL eEAJJ I I I I I CONCRETE ONCRE W/3OS 38 a3B v1TCONC. b I I I I I BARS BARE EACH WAV ENOOFP8TE0.BE EACH WAV DEF /�� I r-v 7'v t?STEEL%ATE WELDED TO C v,T v tN- b I I I I I I I I TI _ 1°vA38TEEL I I i STEEL COLUMN I I I DROP roP of wAu I I A•HSS POST UNDER — _ I I END OF STEEL BEAM I 4 § I AT ENTRY GARAGE P1EANI j I _ - T _r GEM, I w/B i'eJi el�EfL I w°A DORw e.maTEELBEAM (P CONc.SUB I - - W1_41 Q STEEL BE WI _ _ I W DW ANCHOR PLATE WELDED TO POST SIMPONSTHDIASTRAP PITCHTTOO.H.DOOR I I I I SOLID mocuwGN BOLT I I I MR O.H.DOOR DETAIL W/S v3 W,w EMBEDDED I I _ THE OUTS DE TV O ON A T DEEP GMVEL BASE) I JOIST BAYS AT°8•oa GONGNETE� I DABELQM R A I I I I I FOOTIN CH/WAVE ti I WNOOW SARSl i i I NBOTH DIRECTIONS I II I I 1 Sd ,a I I I I I I 4 ------------'� — — — _ `- -------- I STEEL BEAM/POST DETAIL --- ----------------- --� L— — — — — — I N �— — — — �—m -- ------------ --- —JA SCALE:1/2"=V-D" SINPSON STQ11A STRAP 1M CONCRETE FOUNDATION WALLS PER OH DOOR DETAIL I _ — _ _ A Wl2IISHIXtQOMKBPHSATTOP. MIDDLE A BOTTOM OF WALL. C 18 a 1B A6 A i I W/CONCRETEONTAL BTION WALLS 1P v H CONCRETE FOOTWGB WI GRAVEL I I W/(1)WHORIZONTTOMOf I I i 4 WALLW10Ev 20 CONCRETE bpe HORQOMK eARa P.T.2agb®1 0 WALLFOOT WI O`x<OY To I I FASTEN P.T.S V B POSTS TO------ —1r CONCRETE FOIkIDATIONWALL WALL W/SIMPON ABUBB FOR PORCN W/tr v 2T CONC FTG. B 1 POST BASE TO M BELOW GRADE A6 I I 10'd 1Cd t1'd 1 1 1 INSTALL FLASHING UNDER 2rd Ard no 1 HOUSEWHAP80ECKNO 1 1 A2EN DECI(NG I / 1 SS•d EAISTNG HOUSE FLOOR JOI8T8 FOUNDATION/FRAMING PLAN — PT2Yes INSTALL PEEL S aTIGN RueBERMEmmwe: BETWEEN LEDGER S ' l SHEATHING y. ''"�p/•� JLS ,��'� f P.T.2v 10 LEDGER BOARD LAG BOLTED TO ' F .-.• _,•; 5'!. 80WJ STAGGERED%WJ ISSTB HANGERSa DECK DETAIL /l/ice 1 SIGNER SHALL BE NOTIFIED IF ANY COTUIT BAY DESIGN, LLc NEW HOUSE FOR• RSORONISS10NaAREFOIRIDON SCALE : DRAWING NO. 43 BREWSTER ROAD BeRESPONSPRgRroBTaRT OF OO Be DRAWNGSFI BURTO STARNTRACTOR W W.BE RESPONSIBLE FOR THE CONTEM 1/A 11_ 1 t-o11 INTHESEDMWNGSIF CONSTRUCTION 4 MASHPEE,MA. 02649 ' DESIGNER OF ANY ERRORS OR OMISSIONS. PHL� ( p� O L EARY RESIDENCE COMNEIJCEa WITHOUT . 50$ 274-1166 THESE DRAWINGS ARE SOLELY FOR THE USE FAX(50 )539-9402 OFTHEOWTNERNOTED.A OTHER USE OF DATE : 82 CRYSTAL LAKE ROAD OSTERVILLE, MADWNGBREDDREBTHEWRTTE" 8/11/2015 A5 CONSENT OF THE DESIGNER UNDER THE ACT OF 1990. ARGHITEGTL K COPYRIGHT PROTECTION I&4'z 14'LK RIDGE BOARD i I� I 12 \ 2XV.61sco.c ,2� TYP.ROOF CONST. , :2.12 ROOF RAFTERS @ IT—. \ _W CD%PLYWOOD ROOF SHEATHING \ \ -ASPHALT ROOF SHINGLES \ \ 12 -161. FELTPAPER \ \ S* -,T HI-RH. SLOPED GATT I/SUUTION \ \ ®ELOPED CESING9(RUB) \ \ •11'BgTT INSIAJITKIN \ \ ®FTAT C LW IRI(RU8) \ \ -1 3M'zN H2-6—RRICAARD 12 -A AP. LL RAFTER H 26 HURRICANE CLPS \ \ AT/WATER ENDA \;\ -CE/WgTER SHIEID AT BOTTOM 12 -�MVEMBETVrEEN RAPIERS BOTTOM OF li BOTTOM OF -WIND WASH BARRIERS CEILING JOISTS CEILING JOISTS 2z10§ 1B-o.c 2z12b ,C o.c y2z ND0. GYP.BOARD \ \ ON 1.3 TRAPPING \`\ CONT.80FFR VENTS 2F8RAFTERS®Iw— / ® \ \ FASTEN TO BEAM W/ ATTIC FASTEN To / o BEDROOM#2 BEDROOM#3 \\\\ FASTENP.T.B<B P08T9TOBEAM / / W/SIMPSONLO POST CAPS 12 / \ ODRNERCONNECTKINDETAIL8 2.6 / \ BE= FLOOR SEODND FLOOR ACS POST CAPS SUBFLOOR SURFLOOR 1B'o.0 TOPOFPLATE 1,NS I-JOISTS®td o.c 2-1 3N•%11 NB•LK y1 3I6•%T 1/PLKBEPM 11 T/B'HJOaT8 dD 1B'o.e TOP OF PATE 2-2z10 HEADER P---- --1 ° P.r.e.BPosi wl +zeeEweogrs ------ TRANSOM TYP.WALL CONST. 8 RECESSED I LT"eJ 1 g2EK Cp9ING i ize8lirtJaoic os 1 I H 3 1S?(LLYWOAMW T 1 1 o PANELED STUDY m HALL LIVING 5.W.C.�INGLE I ING § L -J up,nNc MASTER MASTER PAZLFD°MAP OR SEE I p BATH BEDROOM FASTEN P.T. r 6 P0.4TS TO T.6 MIL POLY VAPOR BARRIER POST WALLWB0.SE PSON ABUBB II SSUSFLOOR-GGULIEDSHNLED FIR6TFLOOR I IPE DECKING SUBFLOOR FIRST FLOOR SLIBFLOOR AMK FAS I I 11 T/8'4JOIST3®,8•°.� „n8'HJOaT9®18•oc P.T. 6 X 6 POST It 11 7/B'HJ018T8®18'o.a P.T.2z as®1T o.c P.T.2 z B HILL W/SEALER �PT z B 81LL 1GRAVEL BASE PBAIT INSUUTx1N(RUG) STEELBEAM ,RCAN HO REFOUNDATIONWAL39 1 x AZEK CASING 12 CONCRETE FOU]IDWALL WISEALSILL TOR MMHOR¢ONTALGMF (2)§/4 x 12 AZEK FOR PORCH WI,2z2A FIG W/SEALER TOP,WALL W/IV x or 8BOTTOMOF I 1 FULL b TO 4v BELOW aRADE FULL b FDDTIN &2.41%1NCRETE FoonNG82x.KEY CAFE W/TAPERED ' BASEMENT m BASEMENT m AZM 164 BASE CAP . DAMPPTIOOF BELOW GRgDE. TOP I 1 I I °•CONC.OR BARBER I41" P.T.2z 10 LEDGER BOARD UO BOLTED TO POLY VAPoR BPARIERSOLID BLOCKING W/12I IEDGERLOK BOLTSJOaIBHANGERSAT BOTHENDS O BLAB AZM 164 BASE CAP AZEK AZM93 A SECTION @ MASTER SUITE B SECTION @ STUDY/LIVING As As AZM 164 BASE CAP I I AZEK 2"CORNER AZEK 1 x 8 ) I 1 Wrz 14'LK RIDGE BOARD NAILING SCHEDULE COLUMN DETAIL 2-1 9N'z 1T lK RmOEBEAM I 110 MPH EXPOSURE B WIND ZONE 12 JOINT DESCRIPTION NO.OF COMMON NAILS NO.OF BOX NAILS NAIL SPACING 12� 2zas dD,a ZlI ROOF FRAMING: BLOCKING TO RAFTER(TOE NAILED) 2-8d 2-10d EACH END RIM BOARD TO RAFTER(END NAILED) 2.18d 31Bd EACH END UNFINISHED WALL FRAMING: STORAGE TOP PLATES AT INTERSECTIONS(FACE NAILED) 4-16d 5-18d AT JOINTS 1 ae T8 GBEAD STUD TO STUD(FACE NAILED) 2-16d 2.1sd 24'o.c. Boos FINISH HEADER TO HEADER(FACE NAILED) 18d 18d 18'o.c.ALONG EDGES 3rr T 4 G PLYWOOD SUSFLOOR GLUED 8 NAILED AT UAp1 H H14HURRITJWE TIE . AT RAFTER i FLOOR FRAMING: JOIST TO SILL,TOP PLATE OR GIRDER(TOE NAILED) 4.8d 4-10d PER JOIST 313N'z]IWLK BLOCKING TO JOISTS(TOE NAILED) 2-8d 2-1Gd EA NJ CH END ,1 TIT OISTs a IT o.e ToPoFPATE m SEAMWIAcCASNO BLOCKING TO SILL OR TOP PLATE ROE NAILED) S-18d 4.18d EACH BLOCK file TYPE x FniE RATEo - LEDGER STRIP TO BEAM OR GIRDER(FACE NAILED) 34ed 4.18d EACH JOIST w mrr INsuALTIDN Sao) BOARD ON JOIST ON LEDGER TO BEAM(TOE NAILED) 3Sd 310d PER JOIST BAND JOIST TO JOIST(END NAILED) 318d 4.18d PER JOIST 1x3sTRAPPING®,e•o.c BAND JOIST TO SILL OR TOP PLATE(TOE NAILEDO 2-led - 31 ed PER FOOT ROOF SHEATHING: SCREENED WOOD STRUCTURAL PANELS(PLYWOOD) p AZEK s•4 x e RAFTERS OR TRUSSES SPACED UP TO 18'o.c. 8d 1od e'EDGE/e'FIELD PORCH RAFTERS OR TRUSSES SPACED OVER 18'o.c. 8d 1Gd 4'EDGEIW FIELD GARAGE _ AZEK 1.4 GABLE END WALL RAKE OR RAKE TRUSS W/O OVERHANG 8d 1Gd e'EDGE/B'FIELD GABLE END WALL RAKE OR RAKE TRUSS 8d I Od B'EDOE/e'FIELD P.T.21 d SILL W/STRUCTURAL OUTLOdCERS °'� �� 1MI SEAR FIRST FLOOR N IPE DECIDING 2•TO OM DOOR SUSFLOOR GABLE END WALL RAKE OR RAKE TRUSS W/LOOKOUT BLOCKS ed I Od 4-EDGE/4'FIELD - Wi e z e W WF EMBEDDED ONACDEEPGRAM&BASE) TOP OF FOUND. NEW3-RT.2z1ZA P.T.2z12.®ta'o.n - CEILING SHEATHING: ( GYPSUM WALLBOARD - 5d COOLERS — 7'EDGE/10'FIELD 3P.T.2z 12s WALL SHEATHING: WOOD STRUCTURAL PANELS(PLYWOOD) 4 WJ Ow.I&SIGF CONCRETE BONOTUBEe WOODSSTUDS SPACEDRSTRUCTURAL P 24'o.c. ed 10d 8'EDGFJI2-FIELD UNDERNEATH. USE SIM SON 4 UNDERNEAM USE 81Ao'SON ASUS,POSi BASE Ire&25W FIBERBOARD PANELS Bd — 3'EDGE/e'FIELD 1/2,GYPSUM WALLBOARD 5d COOLERS — T EDGE/10'FIELD FLOOR SHEATHING: SECTION @ GARAGE WOOD STRUCTURAL PANELS(PLYWOOD) D BUILDING SECTION SCREENED PORCH 1'OR LESS THICKNESS ed tOd e'EDGE/12'FIELD AG GREATER THAN 1'THICKNESS 1 Od 18d e'EDGEAT FIELD AG THE DESIGNER SHALL BE NOTIFIED IF ANY ®� COTUIT BAY DESIGN, ILL NEW HOUSE FOR. ERRORS SIONBMEFOUND°" SCALE : DRAWING NO. THESE DRAWINGS PRIOR TO START OF 43 BREWSTER ROAD CONSTRUCTION. THE BULLOWG X 11]fRACTOR wn1 BE RESPONSIBLE FDR THE GONfENT 1/4"= 1'—O'I IN THESE DRAWINGS IF CONSTRUCTION NGTHE MASHPE)E,MA. 02649 o�Eg«'E'a�oF ANY ERaD�'ap,IsvONB. �� PH. (50 ))539 166 O'LEARY RESIDENCE THESETAWR-.ARESOELYFORTHEUSE DATE : OF THE OWNER NOTED.ANYOTHER 115E OF 82 CRYSTAL LAKE ROAD OSTERVILLE, MA ACTTHE OFIRAYA]GSREpUWESTHEWRR„BJ 8,1v2o,5 CONSEM OF 711E DESIGN81 ll]mEA THE MCHRLCfUW1L COPVRIG11r PROTECTION ACT OF 1W0. I SEPTIC SYSTEM AS-BUILT # 82 CRYSTAL LADE ROAD OSTERVILLE, MASSACHUSETTS ESN OF �dq Ss� S c RICHARD tiN 0 J. �+ €GRADY No.38072 o�ss/ON GISTE CIV1 ELEVATIONS A , TOP OF FOUNDATION =34.1 t BLDG OUT =XXX p SEPTIC TANK IN 31.08 BEIeTCHMARK SEPTIC TANK OUT =30.85 CONCRETE BOUND D—BOX IN =28.98 ELEYAT16W = ',32.17 D—BOX OUT =28.81 (N.A.VD.BB DATUM TOP OF CHAMBER =29.19 d ti 65.2A 73.5C f VENT 61.8A 59.9A 68.00 69.4C INSPECTION PORT 43.2A 30.8A 57.6C 51.26 1500 GAL SEPTIC TANK ss 2-50' LONG x 34.5" WIDE x 16" DEEP LEACHING CHAMBER TRENCH 1 O S —WITH 2BOWS-OF_1_0-ADS-ARC36_ 34.6A T HIGH CAPACITY -CHAMBERS 44.9E PORCH 28.6A 020.OA 34.5D �" B 26.3D ® 24.0'. A EXISTING DWELLING La #82 TOP OF FOUNDATION ELEV.=34.11 LOT 139 - 027 18,742f S.F. I 78.65' N30'20'25"E - - 20 0 20 Scale 1 20- C R Y IS T .A L LAKE GRADY CONSULTING L.L.C. LBRIGHTON, ED FOR: ♦ Civi! Engineers and Land Surveyors D MARYBETH O'LEARY 71 EVERGREEN STREET, SUITE 1 - KINGSTON, MA 02364 NOVEMBER 19, 2015 PLETON STREET Tel. (781)585-2300 - Fax. (781) 585-2378 SCALE: 1"-20' MA 02135 JOB No. 14-299 1141 TRY 9L 61 84d .'-`` } INSTALL ACCESS COVER W/IN r ' • f 20" ACCESS W IN 6" OF " �►, `` ,- , 'w / 6 OF FINISH GRADE VENT REQUIRED • fit• • *, ;°' FINISH GRADE INSPECTION DEVELOPED LOT PROTECTION - DEMOLITION & REBUILDING ON NON-CONFORMING LOTS: EL 34.00 OUTLET DISTRIBUTION LINES SHALL BE LEVEL FOR THE 3' MAX(+32.7) PORT � r � � � #* +32 6 12"MIN +30.7 r • r .1 i +33 2 * • r A AS OF RIGHT - +32.5 TWO FEET ( ) • ► alb \x ! # ZONING DATA , �\ . . . . .. � �. r s •, l &_scr=ii i%1. THE PROPOSED NEW STRUCTURE CONFORMS TO ALL CURRENT USE AND SETBACK SCH 40 " BREAKOUT EL.=29.70 EL. 31.50 4 OPVC 4 OPVCREQUIREMENTS OF THE ZONE RF-1 DISTRICT s DISTRICT: RF-1 ;; eEL31.00 14 =,01 MIN .- a • ' .• „ ► # 2. THE PROPOSED CONSTRUCTION CONFORMS TO THE FOLLOWING REQUIREMENTS OF LOT 30.75 MINIMUM RE UIREMENTS: ,.a i DEP APPROVED * �.�•. • ;; „ ,, (� COVERAGE, FLOOR AREA RATIO AND BUILDING HEIGHT: EL 26.50 EFFLUENT TEE EL29.55 " EL 29_35 A . ♦ FILTER REQUIRED 6 CRUSHED ' • ' EL 29.25 � � _ _ � EL 28.36 $� Y , .. LOT AREA 87,120 A. LOT COVERAGE BY ALL BUILDINGS AND ALL STRUCTURES SHALL NOT EXCEED :.., STONE _ L LOT FRONTAGE 20 FT 20% 6" CRU STONE i \ ' - a LOT WIDTH 125 FT EXISTING LOT AREA = 18,742 S.F. 10' MIN PROPOSED PROPOSED 50' 10-CHAMBERS ROW `', t PROPOSED BUILDING COVERAGE = 2,965 S.F. TO BLDG PRECAST CONCRETE REIN. CONC. DIST. BOX '" ' +ALL; BUILDING COVERAGE = 15.8% < 209� 1500 GALLON SEPTIC TANK W/5 OUTLETS USE: 2-50' LONG x 34.5" WIDE x 16" DEEP 10' MIN. z • FRONT YARD 30 FT AGGREGATE FREE LEACHING CHAMBER SYSTEM IN � . 20' MIN. TO BLDG 10' MIN. TO SLAB `� o ' SIDE YARD 15 FT B. THE FLOOR AREA RATIO SHALL NOT EXCEED 0.30 OR THE EXISTING FLOOR TRENCH CONFIGURATION WITH 2 ROWS OF 10 REAR YARD 15 FT AREA RATIO OF THE STRUCTURE BEING DEMOLISHED AND REBUILT, WHICHEVER IS SUBSURFACE S EWAV E DISPOSAL SYSTEM STEM ARC 36 HIGH CAPACITY CHAMBERS LO GREATER. EXISTING LOT AREA = 18,742 S.F. (NOT TO SCALE) -- GROUNDWATER EL 21.70 LOCATION MAP (NOT TO SCALE) RESOURCE PROTECTION OVERLAY DISTRICT FIRST FLOOR AREA = 1,979 S.F. PVC SCREW-TYPE CAP CONTROL VALVE BOXY (FROM T.H. #3) SECOND FLOOR AREA = 1,216 S.F. WITH-IN 3 INCHES ax- FLOOR AREA RATIO = 0.17 < 0.30 OF FINISH GRADE FINISH GRADE PTI C DES OT DESIGNED FOR GARBAGE GRINDER) C. THE BUILDING HEIGHT IN FEET SHALL NOT EXCEED THIRTY FEET TO THE r > 1. DESIGN DAILY FLO 4 BR x 0 GPD = 440 GPD - HIGHEST PLAT AND SHALL CONTAIN NO MORE THAN 2 j STORIES. THE BUILDING 4"0 PVC SCH 2. SEPTIC TANK: 440 = 880 GAL. USE: 1500 GAL (MIN) a HEIGHT IN FEET SHALL BE DEFINED AS THE VERTICAL DISTANCE FROM THE SOLID PIPE AVERAGE GRADE PLAN TO PLATE. 3. LEACHING CHAMBERS: P.R. < 2 MIN/IN CLASS I ADS ARC 36 HIGH Cr4PAC/IY CHAMBER AVERAGE GRADE = (32J+32.7+32.2+32.4)/4 = 32.50 LEACHING CHAMBER USE: 2-50' LONG x 34.5" WIDE x 16" DEEP LEACHING CHAMBER SYSTEM WITH 20 PROPOSED BUILDING HEIGHT = 18't < 30' I` j}-- - - 5' LONG ARC 36 HIGH CAPACITY LEACHING CHAMBERS FINAL GRADE = 32.5 TITLE 5 L USE DESIGN STANDARD ) EFFECTNE CHING AREA = 7 79S LF .-. r � MODIFIED CERTIFICATION FOR GENERA ITEM 6. PROPOSED AREA: 100 LF x 7.79 SF - 779 S.F. _�{'!'t`Va"�a11tt� x - �` i' CAPACITY: 779 S.F. 0.74 GPD S.F. = 576 > 440 GPD(D.D.F.) (� ' •50' INSPECTION PORT DETAIL � �� � - NOT TO SCALE � "� FULL. SIZE , CONVENTIONAL SEPTIC DESIGN-PER STANDARD ARC 36 HIGH CAPACITY =; CONDITIONS FOR ALTERNATIVE SOIL ABSORPTION SYSTEMS CHAMBER TRENCH X-SECTION USE: , ! -9,33' WIDE x 55.5' LONG x 2' DEEP LEACHING CHAMBER SYSTEM NOT TO SCALE PROPOSED AREA: 2(2x9.33) + 2(2x55.5) + (9.33x55.5) = 777.1 S.F. { CAPACITY: 777.1 S.F. x 0.74 GPD/S.F. 575 > 550 GPD(D.D.F.) TOP VIEW ! :.. : SEPTIC - NOTES ASSESSORS PARCEL I39-028 1. PROPERTYLINE DATA FROM "PLAN OF LAND IN OSTERVILLE MA, BELONGING TO CARLTON H. & #20 BARNARD ROAD EFFECTIVE ° 0 ADELE A. RICHARDSON, DATED JULY 14, 1961. RECORDED WITH BARNSTABLE COUNTY N/F CASTIGNETTI LEACHING AREA o ° REGISTRY OF DEEDS PLAN BOOK 163, PAGE 133. 'cB/OH (SF/LF) 2. TOPOGRAPHIC SURVEY BY GRADY CONSULTING OCTOBER 7, 2014. ti 3. SOILS TESTING BY RICHARD, GRADY CONSULTING WITNESSED BY DONNA MIORANDI DECEMBER 10, 2014. LOT 139 - 027 ��. ^ 4. CALL DIG s - - - f �y , - 1 " t SAFE 1 888 344 7233 AT LEAST 4 DAYS PRIOR TO COMMENCEMENT OF CONSTRUCTION. 18,742t S.F. 322 BENCHMARK 5. NOTIFY TOWN AND GRADY CONSULTING PRIOR TO BACKFILLING OF SYSTEM. CONCRETE BOUND PROPOSED EL&A77ON = 32.17 INSPECTION PORT 6. NO KNOWN WELLS EXIST WITHIN 200' OF THE PROPOSED SYSTEM TREE LINE (N.A.V.O.88 DATUM 63.5" 7. THE SITE IS NOT LOCATED IN AN AQUIFER PROTECTION ZONE II. PROPOSED j 15' TO B.O. - f-- 60" -� 8. ''ALL SYSTEM COMPONENTS SHALL BE MARKED WITH MAGNETIC MARKING TAPE OR A VENT r 1�' 1 EL.=29'7 -� COMPARABLE MEANS IN ORDER TO LOCATE THEM ONCE BURIED (310 CMR 15.221(12)) PROPOSED INSPECTION �r"°� .�0 16" e - B •= B-in " 9. 'NO STREAMS, SURFACE & SUBSURFACE DRAINS AND WETLANDS EXIST WITHIN 100 FT OF THE PORT (typ) ► , PROPOSED RESERVE I _ 10.75 (TO INVERT) PROPOSED SYSTEM, EXCEPT AS SHOWN. ► '� AREA _L -� 10. THE SITE IS NOT LOCATED IN A FLOOD PLAIN DISTRICT. Ir ;' a,=� H2�° ,��, 34.5" ` 12. NO KNOWN EASEMENTS ARE IN THE AREA OF THE PROPOSED SYSTEM. LIMIT OF EXCAVATION �' F; ; 3� PROPOSED CONVENTIONAL SIZE SECTION VIEW SIDE VIEW 13. EXCAVATE ALL MATERIAL (A,B LAYERS) TO MEDIUM SAND C LAYER (30"), 5' AROUND SYSTEM. (SEE NOTE 13) SYSTEM PER STANDARD CONDITIONS ` REPLACE WITH CLEAN COARSE SAND IN ACCORDA1i- 11.2' ; ,►� r r � (1o' �N� ► PROPOSED 1500 TO BE INSPECTED BY GRADY CONSULTING L.L.C. AN TOWN PRIOR TO SOIL REPLACEMENT ` GAL SEPTIC TANK " ' 5 tF�C `�'� ARC 3 6 HIGH CAPACITY APPROXIMATE PERC SAND VOLUME = 50 x 21.5 x 29.7 - 28.7 7 + _ tp)` ���) APPROX. LOCI. EXISTING o PROPOSED 2-50 LONG x 34.5 i ! R�Sb it ' 2 20 WIDE x 16 DEEP LEACHING , ► ri, H 4 LEACHINC PIT (typ) (pump & FILL) CHAMBER DETAIL CHAMBER TRENCH WITH 2 ROWS OF vs 10 ADS ARC36 HIGH CAPACITY r� i; , r _ sue, NOT TO SCALE CHAMBERS { ► ->�, �, , , , _,• �',> s r r i r r r �.� � v v � r; i � BG `S� `90 so �� ' r -�' " `�� ' ��" ADS CHAMBER SYSTEM NOTES S T. r ' ; ' 326 \ i \(►`r ��s��� REQUIRED INSPECTIONS THIS SYSTEM HAS BEEN DESIGNED IN ACCORDANCE WITH THE COMMONWEALTL_9I= NEB _j O 00 MASSACHUSETTS DEPARTMENT OF ENVIRONMENTAL PROTECTION MODIF ERTIFICATION F o F N 2. AFTER SYSTEM CONSTRUCTION PRIOR TO BA K LIN . 'C FlL G GENERAL USE PURSUANT TO TITLE 5 310 CMR 15.000 1. AFTER EXCAVATION OF LEACHING AREA PRIOR TO INSTALLING SAND. REVIS FEBRUARY 19, 2015 AND v a,f r y PRO OSED , ,\ 9a a� STANDARD CONDITIONS FOR ALTERNATIVE SOIL ABSORPTION SYS MS WITH GENERAL USE ON RCH _ z �` EX1,�T , ` (ADDITIONAL INSPECTIONS MAY BE REQUIRED BY THE BOARD of HEALTH) CERTIFICATION AND/OR APPROVED FOR REMEDIAL USE REVISE EPTEMBER 26 2014. - �� FOOTINGS) .2 ��T/ 3.2 DECti'/mac j NO STONE AROUND OR BELOW CHAMBERS IS REQUIRED.Co S v ' '2 i , 16` +33.2 / pRQpOS DWE NG - / .7 �/ BACKFILL BIODIFFUSER CHAMBERS WITH ON SITE SAND SOIL OR N COARSE SAN �°�� v. MIN �f�T//�c s SOIL LOGS ACCORDANCE WITH 310 CMR 15.255(3). ' G�3fr �- EX/STj� DEC/f `. S ' TOP OF FOUNDATION c PROP�SSEIY�B �-L.-4���/.=34.00��5/-� FELL/rt�G � +33.0 � A r GARAV SLAB 1'a2 T.H.#1 T.H. 2 T.H. 3 T.H.#4 CO RACTOR MUST BE TRAINED IN INSTALLATION BY ADVANCED DRAINAGE SYSTEMS, INC. . ELF--B33.00 26. EL 32.8 EL. 32.8 EL 32.7 EL 32.5 4 ' r ISTING DWE�Lt,NG CB/DH / ► 1.5 To BE.DEMOU8 ED t\ CONTAC E MINOR (207)240-5967 OR steve.minor®ads-pipe.com 1 5� \ Q 0"-12" �, PROPO EA CH 32"4 P A A A A ►-- -�Z SANDY LOAM 31.8 SANDY LOAM 31.8 SANDY LOAM 31.7 SANDY LOAM 31.5 of ti�Assgc�G BENCHMARK - ---------- ^�+33 0� j �J_---"1 327 � 0� �Q�� �� - - o R ��Pp ' }( T_ F ,2" 36" 12"-32" 12"-40" 12" 36" �c N SITE PLAN CONCRETE BOUND ! ASPH,L T 1 i P01 r PROPOSED �1�G i / ��� Y ELEVATION = 31.51 DRIV ° WATER SERVICE S e PP UP B B B B o GRAID ;I NAV.0.88 DATUM t PROPOSED DRIVEWAY i 'h/ �� r�o 3so72 ���'� / > 1 � , / s G� LOAMY SAND 29.8 LOAMY SAND 30.1 LOAMY SAND LOAMY SAND � � # 8 2 YSTAL LAKE ROAD e / ! .1' ��; ''h�' 29.3 29.5 A��F RFc szE��°��> 1 3P.8 N z ! 1 �- ,156' / % ' / PERC PERC ssrova�c� -�� 32 / " " " " " " " " OSTER ILLS, MASSACHUSETTS Jos ! (32,, _ 32 � CB OH ! '�' M j � r / �,,- 36 -126 32 -120 40 -132 36 -120 I r' TING F 7` 1 % ' --� _ ( C 36 -54 � 40 -58 C C _ REVISED: 78.65' N30'20'25"E - : ,CXIS-TING / P.R.<2 P.R.<2 PREPARED FOR: off EDGE of PA!EMENT - T i ELECTRIC SERVICE ( / MIN\IN MIN\IN JIM AND MARYBETH CLEARY DECEMBER 22, 2014 JANUARY 28 20 �2 - `" APPROX. LOCI. EXISTING 'r 22 MAPLETON STREET SCALE: 1"=20' 5 BEDROOM DESIGN CRYSTAL LAK- WATER SERVICE / MEDIUM SAND MEDIUM SAND MEDIUM SAND MEDIUM SAND � BRIGHTON, MA 02135 JOB No. 14-299 BUILDING FOOTPRINT � EDGE OF PAVEMENT _ L2.; %' \ OCTOBER 26, 2015 - - � r o / r� SEPTIC DESIGN si P - q0v k't \ 22.3 22.8 21.7 22.5 �\ " " " " GRADY CONSULTING, 20 0 20 40 60 I D=10-6 D=10-0 D=11 -0 D=10-0Q, \` - -32,- , , NO WATER NO WATER NO WATER NO WATER 71 Evergreen Street, KJngston, MA 02364 E.S.H.G.W. Phone (781) 585-2300 Fax (781) 585-2378 Seale 1 " = 20' (EL=21.7) SHEET 1 OF 1