Loading...
HomeMy WebLinkAbout0118 RIVER RIDGE DRIVE - Health 11 1 River Ridge Dr.Marstons Mills r 059-007-003 4 I/ TOWN OF BARNSTABLE J OCATION �;� �� ( _ SEWAGE# QC:25'?- C �3 0� ' ILLAGE V-Y\. �\v ASSESSOR'S MAP&PARCEL - 3 INSTALLER'S NAME&PHONE NO.�Z�,—Zt. SEPTIC TANK CAPACITY LEACHING FACILITY: (type) (size) ex aC t NO.OF BEDROOMS OWNER `U' vv� PERMIT DATE: S�17 /( � 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 �• I • � a o �S"�s� ,� �/Cis;.v'G��►� TOWN OF BARNSTABLE LOCATION SEWAGE#�®l�- 13 � VILLAGE ASSESSOR'S MAP&PARCEL `7— INSTALLER'S NAME&PHONE NO.C���Ci-Ipt�\�'�' SEPTIC TANK CAPACITY CA LEACHING FACILITY: (size) ASP K o�, � o'� r NO.OF.BEDROOMS OWNER kes w , PERMIT DATE: ? I COMPLIANCE DATE: Separation Distance Between the: Maximum Adjusted Groundwater Table to the Bottom of Leaching Facility y 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 BYC � posc NO. /(3 �. Fee / v THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS Yes 01pplitation for Misposal *pstpm Const union 3pPrmit Application for a Permit to Construct( ) Repa{r( ) Upgrade(►Abandon( ) []'O0mplet0 System ❑Individual Components Location Address or Lot No. g o v 1—, S� �", Owner's Name,Address and Tel.No. Cep JCS 21 ` 1 iv�,r ..I�,S� Assessor's Map/Parcel 7 — v�1 iM..ah iNv �� O Installer's Name,Address,and Tel.No. Sb�_�Z, -CC9S Designer's Name,Address,!and Tel.No.S�-3�a— $C3a Type of Building: Dwelling No.of Bedrooms 3 Lot Size �, ate( Q, 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_ 5 �(� Number of sheets Revision Date Title Size of Septic Tank 15pp Type of S.A.S.54_rJ ,�-�- Description of Soil Nature of Repairs or Alterations(Answer when applicable) =i.ns��,�` (i �O_� �4�e„w Sri.' C� �� y �1 Lf r 0-P S ,C)"J� 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 Certificate of Compliance has been issued by this Baardof Health. Si 'ed Date Application Approved by Date Application Disapproved by Date for the following reasons Permit No. C71� Date Issued No._c� /J Fee /0 THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: 4- -PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS Yes 01ppliLation for Misposal 6pstem Construction permit r � Application for a Permit to Construct( ) Repair("�"+ grade(✓Abandon( ) t omplete System ❑Individual Components Location Address or Lot No. Owner's Name,Address,and Tel.No. 3 o`C3 Assessor's Map/Parcel `' cv• �) 1 1 � � ��} `(. ) 3 Vu�d�`rCCa.� UV� \�5. vii O Q,6 If'7' Installer's Name,Address,and Tel.No. —77-CC: 5 Designer's Name,Address,and Tel.No. Type of Building: Dwelling No.of Bedrooms - ,' Lot Size 1 �, �( Q, 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 5 3 Number of sheets Revision Date Title Size of Septic Tank , ��� `��,� to Type of S.A.S. 51Q� <Z4 Description of Soil Nature of Repairs or Alterations(Answer when applicable) Lr 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 Certificate of Compliance has been issued by this Bw__of Health. Si ed / Date S Application Approved by Date IS Application Disapproved by Date for the following reasons Permit No. Date Issued --------------------------------------------------------------------------------------------------------------------------------------- THE COMMONWEALTH OF MASSACHUSETTS BARNSTABLE,MASSACHUSETTS Certificate of Compliance THIS IS TO CERTIFY,that the On-site Sewage Disposal system Constructed( ) Repaired( ) Upgraded(,/r Abandoned( at ` has been constructed in accordance with the provisions of Title 5 and the for Disposal System Construction Permit No, dated Installer��,enc�- �.. y_ni �,� Designer #bedrooms Approved design flow r gpd The issuance of this permit shall of be construed as a guarantee that the syst m wig ll funcfi as cues: ed Date �T g ;K— Inspector ---------------------------------------------------------------------------------------------------------------------------------------- No. r9ol� Fee/[/0 THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION- BARNSTABLE,MASSACHUSETTS Misposal 6pstem Construction Vermit Permission is hereby granted to Construct( ) Repair( ) Upgrade Abandon( ) System located at T and as described in the above Application for Disposal System Construction Permit. The applicant recognized his/her duty to comply with I Title 5 and the following local provisions or special conditions. Provided:Construction must be domplited within three years of the date of this permi. Date 517 ,/ Approved by Town of Barnstable Regulatory Services Richard V. Scali,Interim Director Public Health Division i639. Thomas McKean,Director 200 Main Street,Hyannis,MA 02601 Office: 508-8624644 Fax: 508-790-6304 Installer& Designer Certification Form /' Date: 10 �tS Sewage Permit#Q�CT- Wa Assessor's Map\Parcel 59!067-6""3 Designer: �7���ta�� /{•_ �• Installer: Address: �`� ®- bva' �� Address: Ntz `t On C`� , ;, was issued a permit to install a (date) (installer) septic system at based on a design drawn by (address) >g-7 dated S13/>8 (designer) 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. I certify that the system referenced above was constructed in compliance with the terms of the IAA approval letters (if applicable) Of (Installer's Signature � A• (Designer's Signature) (A p 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. QASeptic\Designer Certification Form Rev 8-14-13.doc R Town of Barnstable P# I 6-k0B Department of Regulatory Services I r F Public Health Division ate D 2) )J. J—•r � .� i43a 200 Main Street,Hyannis MA 02601 NO Date Scheduled > �' . � Time /o Fee Pd, �b : ; LE: ' M 5 Soil Suitability Assessment for Sewage Drsposa Performed•B : Z�/f- h / g �� �l g' . y Witnessed By: V LOCATIQN&.GENER.AL INFORMATION Location Address t (� `,j� V�J�.p �� Owner's Name l� ( �1� Address Assessor's Map/Parcel C) 1 ()o 3 Engineer's Name NEW CONSTRUCTION REPAIR Telephone# a Lund Use le t S/. ��t�L Slopes(96) �G `/� Surface Stanes V� Distances tbm: Open Water Body ft Possible Wet Area ft Drinking Water Well — ft Dralhage Waya� ft Property Line 7U t ft Other ft SIM-TCHt(Street name,dimensions of lot,exact lacadons of test hales&pore tests,locate wetlands-in proximity to holes) �. J Parent material(geologic) d t-7zv7At-S 44 Depth to Bedrock f r Depth to Oroundwater. Standing Water In Hole:_ Weeping iYan Pit Faea Aft"t Estimated Seasonal High Groundwater /y l i4 DETERMINATION FOR SEASONAL•HIGH WATER TABLE Method Used: _ �A-'/Q De Ih Observed standing in obs,hole: lu. Depth to soil mottles: De�th to weeping from side of abs.hole: _ __.—In. Groundwater Adjustment tt. L' btdox Well• Roading Dato; lndox Well Imvol.; Adj holor—Adj.ClroundwatevLevrl,.,_, PERCOLATION TEST Date 3 /S Time I...°r Vo Observation Hole# Time at 9" Depth of Pero Time at 6" Start Pre-soak Time 0 y' Time(9"•6") End Pre-soak 4 K Rate Mtn./Inch , Z.2- Site Suitability Assessment: Sltd Passed y site Palled: Additional Testing Needed(YIN) 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(i)week prior to beginning. Q:\SEPTIC\PBRCFORM.DOC DEEP.OBSERVATION HOLE LOG Hole# 1 Depth from Solt Horizon Sall Texture .Shci Color Sall. Other Surface(In.) (USDA) (Munsell) Mottling (Stnucture,Stonei,Boulders. tsistency.%'Oravol) A • ZZ 8 L S •�o t'ti sly IzC? 7/r DEEP OBSERVATION HOLE LOG Hole# Z Depth from Sall Horizon Sall Texture Sol]Color Sail Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulders. to A — S tc"Y Zit 2- L S /zee DEEP OBSERVATION HOLE LOG Hole# Depth from' Soil horizon Soil Texture Soil Color Sail Other Surface(in.) (USDA) (Munsell) Mottling (Stmraturc,Stones,Boulden., DEEP OBSERVATION HOLE LOG Hole# Depth flnm Soil Horizon Sall Texture Sall Color Sall Other Surface(in.) (USDA) (Munsell) Mottling (Structure,SSonea;Boulders. Flood Insurance Rate Man: Above 500 year flood boundary No— Yes Within 500 year boundary No✓ Yes Within 100 year flood boundary No. Yes ))emth of NaturallyOccurrine Pervious Material Does at least four feet of naturally occurring porvlqus_material exist in all areas observed thrpughout the area proposed for the soil absorption system? If not,what is the depth of naturally occurring pervious matarlal? . Cer'ti.--�°t! rSl l� l a `f ' I certify that on (date)I have passed the soil evaluator examination approved by the Department of Environmental Protection and that the above analysis was performed by me consistent with . the required training,el rtlse and experience described in�10 CMR 15.017. Signature Datts 'S 3 Ze'rS Q;rSgPTIOPERCPORM.DOC BARNSTABLE a/ LOCATION SEWAGE # VILLAGE � � /S LLAGE,�� ASSESSOR'S MAP 6 LOT(3," -007 INSTALLER'S NAME PHONE NO_.),� 5(70 1 , SEPTIC TANK CAPACITY LEACHING FACILITY:(type) (size) 77 NO. OF BEDROOMSPRIVATE WELL OR BLIC WATE BUILDER OR OWNER DATE PERMIT ISSUED: '?, o- 1-7 94 DATE COMPLIANCE ISSUED: VARIANCE GRANTED: Yes No f S f7 OF �-' lq�p ASSESSORS MAP NO: N....... - T7a Q10„ FEs. . PARCEL NO- �� � •-----...� THE COMMONWEALTH OF F�HEALTH Ts S BOARD ..........l.e�ua .................OF............ ���-ns / Appliration for MipmFai WorkB Tomitrnrtiun Vautit Application is hereby made for a Permit to Construct (x ) or Repair ( ) an Individual Sewage Disposal ystem at: �E_�l� ------------- ram P- .-•-----••--- -------------------------•------------------.._....-••--- Location-Address or Lot No. Owner �Jt(C Addy,_e:SS W - •--- --•------ ------- ........... ................ /1�----- iJ -'b Address Q Type of Building Size Lot.....jjk).44-h__._---Sq. feet U Dwelling—No. of Bedrooms........11x .......................Expansion Attic (r(/�i) Garbage Grinder Other—T e of Building No. of persons............................ Showers — Cafeteria Q' Other fixtures ...................................................... W Design Flow...................................5.S.gallons per person per day. Total daily flow.............................._ �.. _...gallons. It WSeptic Tank—Liquid capacity-L&42__D.-..gallons Length.8`4.4.. Width.4�./jft`'.. Diameter_______ ______ Depth_4!5.'..--e... x Disposal Trench—No..................... Width.................... Total Length...................... Total leaching area....................sq. ft. 3 Seepage Pit No.....a&c--------- Diameter...... Depth below inlet................ Total leaching area.�.6.6....sq. ft. Z Other Distribution box (X) Dosing tank ( ) Percolation Test Results Performed by.��..CYIl.l4hr1 ,� !�XT _ -_ _ .... Date... .............. Test Pit No. 1 .....minutesperinch Depth of Test ►~ P P P g fs. Test Pit No. 2______�__._n nuts per inch Depth of Test Pit___�.�____. Depth to round water���� \ P4P-•------------------------------•-•••••-•-•-•---••......--•----•-----•---••....-------•--....._............................ Q� S cL5 1 jc 1 =ice O Description of Soil Q... C?_...j=W 1-l---tit--Sst9asme-....------•------------------ --------------------------- .. -- ------.r 0i u Itt_Y f v ----•--•-•-•----•--•-••-- Q..-�' n��etrn_..xrlvtslm_.-.��r.:�s. W ••---•••---•----------------••----•-•-•••-•-•-•-•••---•---••------------•-----------•-----------•-------•••-•-••-----•------••......•................• N9 3021.E Q U Nature of Repairs or Alterations—Answer when applicable_________________________________________________________________ _ --------•--•.................••---------------•-------------------•---•----------------..........-•----....-----------......------------•--------------•-------•----•---.---•- S� Agreement: The undersigned agrees to install the aforedescribed Individual Sewage Disposal System in ccordance with 4-Z7-8Y the provisions of i i 'Li g g p y 5poflie4State/�initary Code—The undersi ned furt't era rees not to 11ce the s stem in operation until a e ificatehas been 'ssued by the board of health. Date Application Appr ed BY ----------------------------------- //_A_. .- ' Date Application Disapproved for the following reasons:-----•---------•-•---...---•----•-•---------------------------•-------------------------------------......------ --------...•--•-•-•-•-•-•--••---------•••-------------•-•--.................--------------...•-----------•---•--------------••••--•••••••-•............................................................ Date Permit No.---- f_ ...: Issued-------- '�` ...................................... Date THE COMMONWEALTH OF MASSACHUSETTS BOARD OF HEALTH ........ .................OF......... Applirtttinn for Diipnsal Works Tonstrnrtinn amit Application is hereby made for a Permit to Construct (x ) or Repair ( ) an Individual Sewage Disposal System at: u 4 , 7/Z4 .....•-------•God--..-3 ............................................................-Address or Lot No. j �J 1 Cuw6ta 1r aYY1 iTR.l..................................... !�fJ�cr:..._�[ �� Z.cd:c1 .__................•-._.___ Owner yyy A�dydryesr a ..........j .......442-&?SP-171--,�---------------------- /•i� /: ---- S/�r .................................... Installer Address Type of Building Size Lot-----1.6.ze4-6___---Sq. feet U DwellingNo. of Bedrooms.___.___1_�C�s________________________Ex Expansion Attic— p (r(�j) Garbage Grinder (10 �-4 Other—Type of Building __._.__._. No. of ersons____________________________ Showers a g P ( ) — Cafeteria ( ) 04 Other fixtures ----------------•--------------------------------...--•-•-•-•--•-•-•------••-••-••-•-•-....•----•-•-•----•--•••-•--•-••-•---••.........--••••-••------ WDesign Flow..................................—� _gallons per person per day. Total daily flow____________________________�C....gallons. WSeptic Tank—Liquid capacity/ __gallons Length -<.''__ Width_%(_ Diameter________________ Depth_t'-%" x Disposal Trench—No_ ____________________ Width.................... Total Length.................... Total leaching area--------------------sq. ft. Seepage Pit No.....an;! >------- Diameter.____i0.._..... Depth below inlet___............ Total leaching area_-R,_G_6-....sq. ft. z Other Distribution box (X ) Dosing tank ( ) Percolation Test Results Performed by-h' IllClic_he7 ,� :,�. f�kXI!_2.t__l�_5�� ____ Date--- -_ __:_ __�.............. a� Test Pit No. 1......,.?......minutes per inch Depth of Test Pit___/_.A-4.''___ Depth to ground water.-_._ __ ,A Gz, Test Pit No. 2................minutes per inch Depth of Test Pit.................... Depth to ground water� R��}n> S,n a R+' ••••---••.................•._...__...._....---•-.....----•--••--•--•-•••••-••--••---•-•---••••--•-•---••-...............---••- F� 4 Description ofSoil._._.C?- �' 1 =? �„=� `� s��cawrY` e' STEP'IEN • . U .7 /^1 u r_ ,i,n >1 r.� i ALLYN t� l U Nature of Repairs or Alterations—Answer when applicable__________________________________________________________________•-•-•••-•---•-•--_.•_.__...••-- Agreement: The undersigned agrees to install the aforedescribed Individual Sewage Disposal System in accordance with"4 the provisions of T I 111 5 of the State Sanitary 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....... .1-»wtta----- ==5 z Date Application Approved By........... �, - __ �_ _!�.�-,,--.�. � __&- 9------------•f7--s--- ate Application Disapproved for the following reasons------------------•----------------------------------------..•---------------•---------------•----••--...._---- --•-•---••--••----•••--------•-•--•--••••-••••-••••••------...••••••-•••---•--•-•--•••--•--._...••••----•------•--•--•-••••--••-•---•-•••••-•-•-•-•---•••••--•-•---•••----••-•---•--••••-••---•-------- Date PermitNo....... 6.1.*.---•--•--•-----._.... Issued....................................................... Date THE COMMONWEALTH OF MASSACHUSETTS BOARD OF HEALTH ,r...... ..............OF......-2, ;ee .................... %rrfif irtt#r of Toutpliatta THIS IS TO CERTIFY, That the Individual Sewage Disposal System constructed ( or Repaired ( ) by.............e .....t �, ?s;?7e_...----•-----•-----------•..........................................•---------...........--•------....._...--•-----._...-- Installer at_ "._. ..• ! °` �� -.' /4:/ )t EL—Z.-C='------- ..... ------------•--------------------------------- has been installed in accordance with the provisions of TITLE 5 of The State Sanitary Code as described in the application for Disposal Works Construction Permit No.______4 ­_ ---6. __►.-------- dated__________________________._________________-__ THE ISSUANCE OF THIS CERTIFICATE SHALT. NOT BE C014STRUED AS A GUARANTEE THAT THE SYSTEM WILL FUNCTION SATISFACTORY. - ,DATE....:::......:.---•-------------�........... _..:..t�/.--------------- Inspecto _ :__ ..... ---------- •- --•---•--------------••- -----=- THE COMMONWEALTH OF MASSACHUSETTS BOARD OF HEALTH ... FEE........................ Disposal Workii Tonstrurtiott pamit Permission i! ,>ereby granted....._ � � to Construct ( ) or Repair ( ) n Individual Sewage DisposaLlSystem at No.. ......�.!`jf 'f �. -----. ..................... Street as shown on the application for Disposal Works Construction Permit No Gby____ Dated.......................................... Board of Health DATE_ FORM 1255 HOBBS & WARREN, INC., PUBLISHERS 1 — iar o F wotiT t�E vArno.J IT lr- -a1 i I . � CLA2 Elt� frYln 1 . _ HAN�.wI. ADC lllf•N, rlA^} - - -- - Li r 00- -vea.- T" _ i T LT- IT" I r T T —_ LELT ELE V/tToN- t4'1y's-i�0- 4 AN S!'N THE FOLLOWING IS/ARE THE BEST IMAGES FROM POOR QUALITY ORIGINALS) I M ^C&L DATA ,ALI T L Z� A L, ILA F I E IU VAl1'Tt O"C P, LLC 70 O,r. '0 Fj A U LT IL aD 4�.L, D tz A ctsi i i 7-N 14 TA f 7 I— P If 17 c or, P l'i AT L L Tc 5mor N x ri e 14"rr C, L-1 A ALL IUALI� L T J- w/ r C, -r--r, CJ.t. PT 51CLy w StLAL A� cc E) 9 1 4 ZAP lc TA!)— E_ a43a .4�j,cR.lti --^--_____—_ IX5- 19 opce (.o­C FOK 10 tx,,r 4 PlAl 4 A Ex nNV :0 AKtA 7�ZZA_f q,M,Aj BiLe_� W A(L A lk A rwtn r w. 14K i j! L"4 7ed F,* Y, V. IT l A07c 74 wA .Z ACOF X;� 5,D C A 71 • Ni -2, 11.4r )K 16 TUl It..AaC Co NC C.H.Dooft 7 WA.L j Y'M,-. BlIOW -7v Doult aA& Lf.%&L td)myr) a*6 AA 21 ad t'lliAMAZZOA) Pl A P Z,CALE I CERTIFY THAT THIS SURVEY AND PLAN WERE MADE y 3. IN ACCORDANCE WITH THE PROCEDURAL AND TECHNICAL STANDARDS FOR THE PRACTICE OF LAND SURVEYING IN T OMMONWEALTH OF M. OPEN SPACE _ PAR B �� PAUL A AimmEW, P, E c��A Locus Jew 150-00' Q° O �qyo Ngo.44 32,.E yQ BOi1TC 28 LOCUS MAP ASSESSORS MAP 59, LOT 7-3 PLAN REF 426/89 ZONING. "RF"_ LOT 3 �. FZOOD ZONe :c" o. ;- �+ ',� ,..• - - ,�.•. :� COMMUNITYIPANE4 AREA 16,246tS,F, O 250001 0015 C DATED. 8/19/85 4 tp OVERLAY DISTRICT "WP" o _ _ -28.3'=_ ..,PLOT PLAN a OF LAND -.- - . b _ y S *�,, �`� N ':o$ '. .,a •y .. . :. .. .+a..,. ,..> .„+e:.,. ..wt ,....,y r.. .,,_.e7 w. .�_+..— _ :._v_.u:.:` ..4r - _ 4 x' > .,r-.z i«.,�., ,.,:.,wb, •..-.'�:.....;;' ..., .. ._::.. .5..... ... ,a,,..,. "�;,, :.:z:. i�a, .;� f+.C. �h, °•°•l:i. ,,. { ^''.k:�'r +��:'�" "�' s. -€d3. Bo•••. _cyf - 118 RITVERRIDG "•DRIVE 41.2' 2 0' -_ _ __ _ _ MARSTONS MILLS, MA. PROPOSED `A.1 a :o - - - fi ,GARAGES« .w,.l GARAGE- - ,.:r:�,� mmi PREPARED.:FOR C s _ �� ._ �+r na��s�.�• .,}: x,. ,+�r,. ,:' x B o STEPS' HOMAS'&•: MARCI'H.MSEN VL by r'e`"`yO`m 01 PROPOSED j.N -1 ADDITION - �sr� FEBRUARY 2, Z002 -24.0' Ij O REV. 4102102 GRAPHIC SCALE LOT 4 YANKEE SURVEY CONSULTANTS 70 o 10 m p m UNIT 4 40B INDUSTRY ROAD P.0. BOX 265 MARS SONS MILLS, MASS. OZ646 TEL 42B-0055 PAX 4ZO-5553 ( IN FEET ) I inch = 20 fL 154 53012B DCB 1 f 1' 1 . I 9QQ.o2 . . . . . . -,e• ,•' q,7�Oar \g h� � � i � ' - o • : � 1b• � l TK /Ex�.� J I � / T M � / i ; � / o '7o.C7, . ... 64 t \. • c4= 0 ( 2�e�,xp t=`r t4Ai' THT AtoposLzn ava��riaa 4POW14 tde2Eo14 Gow,pu-/5 w[?vA .5iD W-iN 3. E', Serr3��{C 21..¢viruti+nrbjrS,. . . . , . . . . To{,inJ or'.-..pSAitnlSTv�r3c..�.. . Aa+� Is `�► ' ' `.: .war L0e-Arwo vw I r&4 .+j 14 cs VLM'6 pia I til � A c_ F•G ! i uINV. 1•Q. 411 . v ��� ra•- 'Vi:JJ•h+'-.�-•Wc- -a,.r��_ JI"' ir'�-]�,• S j •(':e t.iT f,� I Nv l o 0 o -73 �'z•� GAL �uv iuv a 2,` ►z INv iNy I o0o 7Z. v¢Iv �f { Brat 2 L Z u.3021.: / ; e � GAL � .o ''•'a t ,�- �7f TANK, 1. {. WAS*W ' �o p Prr STbld � B¢owa �R ';, FrC P2cF►LS ��C.ouloOL �2oPaso� S�PT-tG Sys V� I a no sc4�e SL. �Z �2` R 4o . G •Z�• gg FLCIT- ?LA. pt= LAND 1 � u , T.-A SPoSAI.. ; std->a Row93xtto = 3306,PI M42S ot4S MILLS f C-'TA Qv-- L)5 I Dao G JA Nt ES 4 , -S/mot I T-14 o00 e C-J Dt:WALL AMA t 8 ,4L = Coca DATT: l 8 }C IL,S ` .z'1 o G. © 5A XTm ; IJ ya I LIG 3OTrD A A¢ZA -t Y3 s r- f IsT p{ LA�Jb 5urzsic�oe.5 , "1 X 1,0 7{3 GPD. ti GI�/7(;; l- INzy 5 4 6 6.p•a , b .�, MASS � LA-n oiJ V-A TLT I �I I N 7- M►N nrL Ler5 S 2'0" (SHED DORMER) / �(']/� / B 5'6 12' 2'9" 5'-6 112" g B A3 ANDERSEN1 ANDERSEN TW2442 TM,I42ZD - .. R RE-BUILT § b A DECK A3 b ON. - REPAIRALLCRACKS Wj:LVAC I N. &BOLSTER EXIST. GABLE END WALL LIVING RELOCATEDBELOW it ANDERSEN NEV�J' III © UP TW2442BEDROOM -_____ \ ABOVE HT�i REMOD.BEDROOM L__J DINING GARAGE EXISTO ACCESS U-9112" BATH PANEL p QI 4 - 2'6'OPENINGWI O EXIST. SLIDING BARNnDOOR - LIVING NEW BEAM BOVB a'/ __ DN. o DERSE,A�NDERS NA�NOE 'EN NDERSE b EXIST.21 o 4 © HALL o ---------- .------ " ISLAND ----, 2'-7 12" 2'3" 2'-3" 2 3" 2'-"/12" I m-r-�.-t+ I I i40 O -' i LIN. -- VJ. SINK `OW J ——— ——————— —————— 11FtO —— a 0 uz' tz-0- - 7-212" nI nC LID (NEW SHED DOH ER) -- REMOD. y-q^ ©" 111 RI NEW ST IRWAY B 6'TDB O __ 'I 4 KITCHEN H REF A3 RELOC TE rKYLICHT7 ;) RANGE BATH I ABOVE I I II EXPAND. L___J BEDROOM ;I O EXIST. TI D `I SECOND FLOOR PLAN MUDROOM IN J I I RENCHI HOOK ©SMOKE DETECTOR A3 COVERED a ©CARBON MONOXIDE DETECTOR PORCH =_ _ NOTES: 1.) CONTRACTOR IS TO VERIFY ALL EXISTING CONDITIONS g + &DIMENSIONS IN THE FIELD A3 2.) CONTRACTOR TO VERIFY ALL INTERIOR&EXTERIOR MATERIALS, DETAILS,&FINISHES IN THE FIELD WITH OWNER 3.) FOLLOW ALL REQUIREMENTS OF THE IECC2015 RESIDENTIAL ENERGY EFFICIENCY REQUIREMENTS&VERIFY ALL DETAILS WITH THE INSULATION INSTALLER/CONTRACTOR: _____________ GARAGE 4.) ALL CONSTRUCTION TO CONFORM TO 780 CMR MASSACHUSETTS r- STATE BUILDING CODE,9TH EDITION AMENDEMENT&IRC2015 s 5.) 110 MPH EXPOSURE B WIND ZONE 6.) ALL SHEETS OF PLYWOOD WALL SHEATHING TO BE INSTALLED VERTICALLY, OR HORIZONTALLY W/BLOCKING AT EDGES,3"EDGEl12"FIELD NAILING 7J ALL LVL LUMBER/BEAMS TO BE 1.9e U360 LOAD i 8.) SEE CERTIFIED PLOT PLAN FOR ALL EXISTING&PROPOSED DETAILS L——————————————J 9.) FOLLOW ALL MANUFACTURER'S SPECIFICATIONS FOR INSTALLATION OF ALL SIMPSON COMPONENTS 10.)ALL CONCRETE USED FOR FOUNDATION WALLS,FOOTINGS&SLABS - TO BE 3000 PSI LI 11,)VERIFY ALL PLUMBING&ELECTRICAL DETAILS W/OWNERS ON THE SITE DURING FRAMING CONSTRUCTION 12.)TIMBER FRAMING TO BE SPRUCE/PINE/FIR NO.2 GRADE 13.)FOLLOW ALL REQUIREMENTS OF THE 110 MPH CHECKLIST SUPPLIED 14.)FOR ALL ROUGH OPENINGS 4'0"OR LESS USE 2-2 x 6 HEADER W/1 K,1J 13'-0" 24'-0" 11-4" IECC2015 RESIDENTIAL ENERGY EFFICIENCY DETAILS CLIMATE ZONE 5(USE EITHER PRESCRIPTIVE VALUES OR RESCHECK CALCULATION FIRST FLOOR PLAN TABLE 402.1.2(MINIMUM PRESCRIPTIVE INSULATION&FENESTRATION REQUIREMENTS) EnW «w 030 LEGEND: NOTESmFN 1,R-VALUES ARE MINIMUMS&U-FACTORS ARE MAXIMUMS, EXISTING WALLS 2.15119 MEANS R=IS CONTINUOUS INSULATED SHEATHING ON THE INTERIOR OR EXTERIOR CONSTRUCTION TO BE REMOVED OF THE HOME OR R=19 INSULATION CAVITY AT THE INTERIOR OF THE BASEMENT WALL 3.REFER TO IECC 2015 CHAPTER 4 FOR ALL INSULATION&ENERGY REQUIREMENTS ® NEW CONSTRUCTION 4.13+5 MEANS R5 CONTINUOUS INSULATED SHEATHING ON THE WALL EXTERIOR &R13 CAVITY INSULATION • ( - THE DESIGNER SHALL BE NOTIFIED IF ANY ERRORS OR �+/'� /' Q NEW ADDITION/REMODELING FOR COSTRU TIO,THE BUILDING TO STARTOFN SCALE . ,DRAWING NO.: COTUIT BAY DESIGN. LLC THEST DRAWINGS RAW,GSP TORT OFALTOR 43 BREWSTER ROAD _ WILL BE RESPONSIBLE FOR THECONTENi 1/4"— 11-0" IN THESE DRAWINGS IF CONSTRUCTION rn MASHPEE ,MA. 02649 COMMENCESWITHOUT NOTIFYING THE AA PH.(508)27�]4f-1166 HAN S E N RESIDENCE TH BE DESIGNER OF DRAWINGS ANY ERRORS SOLELY OMISSIONS. FAX(508)539-9402 OF THE OWNER NOTED.ANY OTHER USE OF E DATE : 118 RIVER RIDGE ROAD MARSTONS MILLS MA ARCHE OR ITECTURAL REQUIRESCOPYRIGHT THE PROTECTEN CONSENT OF THE DESIGNER UNDER THE 6/12/2018 ' ARCHITECTURAL COPYRIGHT PROTECTION ACT OF 1990. t ALL EXTERIOR MATERIALS 12 TO MATCH EXISTING 5� 12 3.5 12 I TOP OF PLA I NEW SHED DORMER I I � II II I SECOND FLOO SUBFLOOR TOP OF PLAT ® ® _ ❑ ❑ ❑ ❑ 00 ❑❑❑❑ ❑❑❑❑ FIRST FLOOR a ❑❑❑❑ SUBFLOOR ® RIGHT ELEVATION LEFT ELEVATION TOP OF PLAT ❑ ❑ I III Iwm I I b II H I' I I SECOND FL00 SUBFLOOR TOP OF PLATE O NAILING SCHEDULE 110 MPH EXPOSURE B WIND ZONE F RIRBFLOORSTF JOINT DESCRIPTION NO.OF COMMON NAILS NO.OF BOX NAILS NAIL SPACING -- ROOF FRAMING: BLOCKING TO RAFTER(TOE NAILED) 2-8tl 2-10d EACH END RIM BOARD TO RAFTER(END NAILED) 2-16d 3-16d EACH END WALL FRAMING: _ TOP PLATES AT INTERSECTIONS(FACE NAILED) 4-16d 5716d AT JOINTS STUD TO STUD(FACE NAILED) 2-16d 2-16d 24"o.c. HEADER.TO HEADER IFACE NAILED) 16d 16d 16"ox.ALONG EDGES i FLOOR FRAMING: _ JOIST TO SILL,TOP PLATE OR GIRDER(TOE NAILED) 4-6 d 0 10d PER JOIST BLOCKING TO JOISTS(TOE NAILED) 2-8d 2-10d EACH END BLOCKING TO SILL OR TOP PLATE(TOE NAILED) 3-i6d 4-tEd EACH BLOCK LEDGER STRIP TO BEAM OR GIRDER(FACE NAILED) 3-t6d 4-1Ed EACH JOIST JOIST ON LEDGER TO BEAM(TOE NAILED) 38d 3-10d PER JOIST BAND JOIST TO JOIST NAILED) 3tEd 4-i6d PER JOIST REAR ELEVATION BAND JOIST TO SILL OR TOP PLATE(TOE NAILEDO 2-16d 3-16d PER FOOT ROOF SHEATHING: WOOD STRUCTURAL PANELS(PLYWOOD) RAFTERS OR TRUSSES SPACED UP TO 16"o-c. 8tl lod 6"EDGEl6"FIELD RAFTERS OR TRUSSES SPACED OVER 16"ox. 8tl 'od 4"EDGE/4"FIELD GABLE END WALL RAKE OR RAKE TRUSS WIO OVERHANG 8tl 10d 6"EDGE/6"FIELD GABLE END WALL RAKE OR RAKE TRUSS 8d 10d 6"EDGE16"FIELD W/STRUCTURAL OUTLOOKERS GABLE END WALL RAKE OR RAKE TRUSS W)LOOKOUT BLOCKS 8d 10d 4`.EDGE/4"FIELD CEILING SHEATHING: GYPSUM WALLBOARD 5d -- 7"EDGE/10"FIELD WALL SHEATHING: W-0-M U A AN P ) - STUDS SPACED UP TO 24"o.c. 8tl 10d 6"EDGEI72"FIELD 1/2"8 25I32"FIBERBOARD PANELS 8tl --- 3"EDGEl6"FIELD 1/2"GYPSUM WALLBOARD 5d --- 7"EDGEMO"FIELD FLOOR SHEATHING: WOOD STRUCTURAL PANELS(PLYWOOD) 1"OR LESS THICKNESS 8tl 10d 6"EDGE/12"FIELD GREATER THAN 1"THICKNESS 10d 16d 6"EDGE/6"FIELD THE DESIGNER SHALL BE NOTIFIED IF ANY ERRORSCOTUIT BAY DESIGN, LLC THESE WNSSIONS PRIORTEFOUNDON SCALE DRAWING NO.: 1� NEW ADDITION/REMODELING FOR• THESE ORESPONS BLE FO THE CONTENT O T 43 BREWSTER ROAD CONSTRUCTIONINGSIF ONSTCONTRACTOF WILL BE RESPONSIBLE FOR THE CON TENT 1/41I_ 11_pII MASHPEE,MA. 02649 NTHESEDRAWINGSIF CONSTRUCTION PH. (508)274-1166 H A N S E N RESIDENCE COMMENCES TH SE NGS AREOUT NOTIFYING THE $$ DESIGNER OF ANY ERRORS OR OMISSIONS. FAX(50 )539-9402 THESE DRAWINGS REOUIRE6 THE W I USEY FOR THE DATE : OF THE OWNER NOTED.ANY OTHER USE OF 118 RIVER RIDGE ROAD MARSTONS MILLS, MA ARCHITECTURAEDESIGIGHTPRTECTI s/12/2o1s A2 ARCHITECTURAL COPYRIGHT PROTECTION (SHED DORMER) 8'4" B zem ,T4Y A3 ti A3 B A3 q, 3'1" L A § A3 Til EXIST.2,8 RAFTERS @ t6'o c EW'4 14 POST FROM IDGE UOWN TO VERIFY PLACEMENT OF BEAM �y PROTRUDE THROUGH THE ROOF END OF EW BF�.AMU�ER -1 I!a"x I9 1T"Ll HDR. �' I END 50 THE BEAM GOES NOT 2K.2J J�J I I NE Iti R.RiIE It NEW Z.1 314"x 11]/B"LVL RIDGEBEAM — I 2K,2J 11 N EW POSTS FROM RIDGE I NEW2x8's 16"oc C"I DOWN T BASE[vIENL / @ $mw I e 7LNEW 4x6POST UP FROM S.F. TO RIDGE I " VAULTED ILL IN PULL DOWN feF r L IR OPENING 22 1K 1J 2J 2J TCH EXIST Z� B'-91T" Z't5'-1 t 13'-3' I!(.Fi'h•T>7-- NEW H I WC x]1/4••1-A BEAM P, a'-101T" 12'Q T-2 1rz" (NEW SHED DORf ER) m I _ W 6 JBE UNO _—— _—__—_-__— ✓ R�1+ I 1 v SIMPSON Hf VY DUTY EN F NMS ---—— NEW}13/4"x]1/'LV _---____---_--___ -_ HANGER HM 10 1 _ _ _ — __ _ BEAM FL SH FRAM G Z LK(C NEW POST F M RIDG33 �, A3 FGET4U ER (I --- /E:D ..4, DOWNTO� E ANT , .Z. _ —_— ENDSOFNEW __ BEAM 11• _— BG—InW W:.,iM(T`c�LGa :� _[� EXIST.2.B's @ t6"o.c. NEW x 8's @ 16'o.c. __ NEW TAIRWAYLLI ---- TYPICAL ASPHlLLI' 4 -- ROOF SHINGLES I I l7 B 5/8"CDX PLYWOOD SHEATHING = 13'-0" A3 2 x 6 RAFTERS 1 A FELT PAPER USE SIMPSON H2.5A HURRICANE CUPS ,,n,'. ROOF FRAMING PLAN WIND WASH AT ALL RAFTERS ENDS t Wmo \I BEARING WALL 1 �Rt P✓ BARRIER 3'0'WIDE ICElWATER SHIELD \ T'T`45'p�:'i �� ! NOTES: ALUMINUM DRIP EDGE O TYP. ROOF CONST. 1.)ALL ROOF RAFTERS TO BE 2 X 8's FASCIA,FRIEZE,8 SOFFIT BOARDS ICI -2xt0 ROOF RAFTERS@16"a.c UNLESS OTHERWISE NOTED TO MATCH E%ISTING -5/6'CD%PLYWOOD ROOF SHEATHING 2.) USE S MPSON H2.5A HURRICANE CLIPS 1x3 STRAPPING W/ - — _ -3-1 iB"LVL RIDGEBEAM AT ALL RAFTERS ENDS 1/2"GYPSUM BOARD NEW BLOCKING UNDER DORMER -ASPHALT ROOF SHINGLES A WALL 8 DOUBLE JOISTS UNDER / O -15L8.FELT PAPER 3.)VERIFY GUTTER TYPE/LAYOUT TYP.2 n 4 WALLS A3 DORMER CNEEK WAILS -SPRAY FOAM INSULATION W/OWNERS @ SLOPED CEILINGS(R=36) 19 HATT INSULATION 4'-10" - @ FLAT CEILINGS(R=49) -AT ALL AFTER HURRICANE CLIPS _ DETAIL AT WALL SIMPSON ALL RAFTER ENDS ,H -ICE/WATER SHIELD AT BOTTOM tpy 3'0"OF ROOF zu a _ TYP.WALL CONST. 2- -PROP-A VENT BETWEEN RAFTERS (2 -WIND WASH BARRIERS 12 - - 12 1.2 14 STUDS a 16"P.c. SCALE:1/2"=1�-D" I— 1 3/4"x11 il0"LVL RIOGEBEAM B -ALUMINUM DRIP EDGE 3.50 Q4.5 2.1T"PLYWOODSHEATHING + A3 3.SPRAY FOAM INSULATION(R20) TOP OF PLATE 2 x VII 16"o.c 4.3/4"RIGID INSULATION 2.6'1 @ 16••o.c. 6.112"GYPSUM BOARD 13'-0' 24'4" 6,IN SHINGLE SIDING \� T TYVEK VAPOR BARRIER \ EXIST. RELOCATED \` 2 BEDROOM \`\ NEW QEXIST. ` \ \ HALL 3W T 8 G PLYWOOD I I \\\ SECOND FLOOR SUBFLOOR-GLUED 8 NAILED \\ 12 SU BFLOOR \\ EXIST. TOP OF PLATE x NEW 2x8's 18"a.c..s o.c. ---------------------- _.__ ___________._______ _ NEW BLOCKING NEW BEAM r P.T.2.111 LEDGER BOARD SCREWED TO UNDER DORMER I SOLID BLOCKING W/12)LEDGERLOK SCREWS WALL ABOVE ( T.13"RISERS ,6••P.c.W/ZMAX LU210 JOISTS HANGERS 9.50"TREADS ]" INSTALL SIMPSON DTTIZ TENSION TIES L.� HALL C AT(4)LOCATIONS FROM THE HOUSE TO BEYOND DECK JOIST W/(1)ON EACH END P BATH BEDROOM LIVING FASTEN JOISTS TO -- FEAT W/61MPS T NEW AZEK DECKING FIRST FLOOR 1'-Y / 1' HZS TIES 8 RAILINGS SUBFLOOR -�' Ij SUBFLOOR R 2x 10's@16••o.c. 2x,0•s@16'o.c. 2x10's@t8"o.c. 2x10's@16" _ P,T.2x8's@t6"o.0 E%IST.3-2x 10 GIRT W/(113IH"x EXIST.3-2x10GIRTW/(113IB'x9' }pT.2 xB's STEEL PLATE EACH SIDE— ry STEEL PLL�(�TE EACH SIDE l e'4-xF'N I L-T I PT. x6KNEESAT POST CO R NERS 17p-P' TWO PLANES BASEMENT BASEMENT —P.T.CRETESTSOUBESW. SECOND FLOOR FRAMING PLAN f• CONCRETE S TSONBES WI 24"CIA,BIGFOOT FOOTINGS T04'0"BELOW GRADE,USE SIMPSON ZMAX ABU66 POST BASE 8 ACES POST CAPS 13-10' (2)SECTION @ BATH/BEDROOM MSECTION @ LIVING r A3 A3 THE DESIGNER SHALL BE NOTIFIED IF ANY Q COTUIT BAY DESIGN, LLC NEW ADDITION/REMODELING FOR. TERRORS OR HESE SPRIORT START ON SCALE : DRAWING NO.: 43 BRE WSTER ROAD CO SE DRAWINGS THE UI DI START OF CONSTRUCTION.THE BUILDING CONTRACTOR WILL THESE DRAWINGS I FOR CONSTRUCTION CONTENT 1/All _ 11.011 �! MASHPEE,MA. 02649 1,/ CUL?`LU' O IN GOM,IEDSWINGSIFCONSTRUCTNG HE `4 FPI. ` H A N S E N RESIDENCE 4 STNo 34jj4p DESIGNER OF ANY ERRORS THOUT IORIOM OMISSIONS PH. 508 274-1166 FAX(50 539-9402 P THESE DRAWINGS ARE SOLELY FOR THE USE DATE : �'reEsp p E' OF THE OWNER NOTED.ANY OTHER USE OF 118 RIVER RIDGE ROAD MARSTONS MILLS MA /� CONSENTOFTE - A3 THESE SDESIGNERUNDERT REQUIRES THE IE ARCHITECT EN 6/12/2018 -1, URAL COPYRIGHT PROTECTION �l��.4X ACT OF 193p. NEW<'THICK CONCRETE PATIO P.I'.6 x 6 POSTS ON 10'DIA. WI ASTM A185 6 x 6-W2.9 x W2S 7.-0. 7'-0' 7'-0• T-0" 24'CONCRETE SONOTUBEI W/ WIRE MESH.6 ga STEEL IN THE TO DIA.FLOW GRADE. IOF 1"OF PATIO T04'0'BELOW GBADE,USE B FASTEN JOISTS TO WlSITSIMPSON ZMAX 6 POST BEAM WI SIMPSON W!516"OIA,J-STYLE BOLT 4 FA3 H2.5 TIES 3 P. x 8 B AM \ \ FASTEN BEAM TO POSTS HOT TUB WI SIMPSON ZMAX PC6Z q &EPC6Z POST UPS - NEW P.T.2x8'5 16'oc I_ I W MID-SPAN BLOC I UP ' q LL_IA—I I—I ( I I I I I I P,T.2 x 20 LEDGER BOARD SCREWED TO SOLID BLOCKING WI 12I LEDGER SCRE WS 16'o.c.W/ZMAX LU210 JOISTS HANGERS INSTALL SIMPSON DTT1Z TENSION TIES UP AT(4)LOCATIONS FROM THE HOUSE TO DECK JOIST W1111 ON FA(;H FND O S 6 EXIST. GAMEROOM -- T-6' 8-2" 32x 10 GIRT tO GIRT LGNYIN u U� STE PLATE EACH SIDEu- EXIST. r I EXIST. ? BASEMENT BASEMENT Ol i v s cTU tl � A 4 q- Fl Q� I A B A3 A3 37'-0" FOUNDATION PLAN I I I - I I INSTALL FLASHING LUNDER HOUSEWRAPS DECKING 1 I DECKING NOTES, FLOOR JOISTS 1.) CONTRACTOR IS TO VERIFY ALL EXISTING CONDITIONS -P.T.2x 6•s Q IF—, &DIMENSIONS IN THE FIELD 2.) CONTRACTOR TO VERIFY ALL INTERIOR&EXTERIOR MATERIALS, RUBBERa EL STICK DETAILS,&FINISHES IN THE FIELD WITH OWNER BETWEEN LEDGER& 3.) ALL CONSTRUCTION TO CONFORM TO 780 CMR MASSACHUSETTS SHEATHING STATE BUILDING CODE,9TH EDITION AMENDEMENT&IRC2015 P.T.2x 10 LEDGER BOARD SCREWED TO SOLID BLOCKING W/(2)LEDGERLOK SCREWS 4.) 110 MPH EXPOSURE B WIND ZONE INSTALLJSIMPSON OTTIZO TENSION TIES 5. FOLLOW ALL MANUFACTURER'S SPECIFICATIONS FOR INSTALLATION OF AT(4)LOCATIONS FROM I HE HOUSE TO DECK JOIST WI(1)ON EACH END ALL SIMPSON COMPONENTS 6,) ALL CONCRETE USED FOR FOUNDATION WALLS,FOOTINGS&SLABS TO BE 0 PSI DECK DETAIL PLUMBING&ELECTRICAL DETAILS W/OWNERS ON THE SITE 7.) VERIFY A DURING FRAMING CONSTRUCTION Y THE DESIGNER SHALL BE NOTIFIED IF ANY NEW ADDITION/REMODELING FOR• ERRORS C OMISSIONS ARE FOUND ON SCALE : I.DRAWING NO. COTUIT BAY DESIGN, LLC p�1,49&a�� WILL ILL BE DRAWINGS PRIOR FO O HE CONTENT — u �, 'N) CONSTRUCTION.THE BUILDING CONTRACTOR ' T C�'�O WILLBERESPONSIBLEFORSTRCONTENT 1/4" — 1I-011 43 BREWSTER ROAD o NOJ00.\NP m C DRAWNGS IF WITHOUT CONSTRUCT ON �tP 3etT4 COMMENCES ANY ERR RS OR OMISSIONS MASHPEE,MA. 02649 THESE ER OF WINGSARRORLELYFOTHE AA P H.(508)274-1166 H A N S E N RESIDENCE THESE DRAWINGS ARE SOLELY FOR THE USE �� FAX(50 )539-9402 _ `-'�SSX>� � OF THE OWNER NOTED.ANV OTHER USE OF DATE 118 RIVER RIDGE ROAD MARSTONS MILLS MA tip; THESE DRAWTHE INGSDESIGNER UIRES THEUNDEN!EE" /!l/,E IfLyt� ARCHITECTURAL COPYRIGHT PROTECTION 6/12/2018 f. ONL-v ACT OF 1991). ACCESS COVERS MUST BE WITHIN 9" MINIMUM. INVERT ELEVATIONS : DESIGN CR I TER I A : GENERAL NO TES : 6" OF FINISH GRADE 3' MAXIMUM COVER l0/•94 FIRST 2' TO INVERT AT BUILDING: 99.94 DESIGN FLOW: MIN 2" OF PEASTONE INVERT /N SEPTIC TANK: 99.0 3 BEDROOMS AT I10 G.P.D. PER 1. THIS PLAN IS FOR THE DESIGN AND CONSTRUCTION ff BE LEVEL OR F I L TER FABRIC INVERT OUT SEPTIC TANK. 98.75 BEDROOM EQUAL S 330 G.P.D. OF THE SEWAGE DISPOSAL SYSTEM ONLY. 4- DIAM PIPE 99'0 3/4- - 1 112' DIA INVERT IN DIST_ BOX: 98.37 2. VERTICAL DATUM IS ASSUMED. FOR BENCH MARKS F:��999.94 0�^ jV* INVERT OUT DIST. BOX: 98.2 NO GARBAGE GRINDER 98.75 2 2• �o DOUBLE WASHED STONE SET. SEE S/TE PLAN. * GAS 98.37 Ml�q 8.0 �' 96.0 INVERT 'IN LEACH CHAMBER: 98.0 99.0 BAFFLE-1 SEP T I G TANK REQUIRED 3 OUTLET 2-500 GAL LEACHING CHAMBERS BOTTOM OF LEACH CHAMBER: 96.0 J. ALL CONSTRUCTION METHODS AND MATERIALS AND 330 G.P.D. X 200x - 660 GAL. D-BOX W/4' STONE AROUND. J2.8'�r x 25'1 x 2"d ADJUSTED GROUND WATER: N/A SEPTIC TANK PROVIDED: I500 GAL. MIN. MAINTENANCE OF THE SEPTIC SYSTEM SHALL 1500 GAL H-20 OBSERVED GROUND WATER: N/A CONFORM TO MASS. O.E.P. TITLE S AND LOCAL SEPTIC TANK 6" CRUSHED STONE OR BOTTOM OF TEST HOLE 90.5 SOIL ABSORPTION SYSTEM REQUIRED: BOARD OF HEALTH REGULATIONS. COMPACTED BASE DESIGN PERC RATE ! 5 MIN/INCH PROFILE : NOT TO SCALE SOIL TEXTURAL CLASS - ! 4. ALL SEPTIC SYSTEM COMPONENTS LOCATED UNDER 1 EFFLUENT LOADING RATE - 0.74 GPDJSF AREAS SUBJECT TO VEHICULAR TRAFFIC OR GREATER 330 GPD / 0.74 GPD/SF - 446 S.F. REQUIRED THAN 3' IN DEPTH SHALL BE CAPABLE OF WITH- PROVIDED: H-20 WHEEL LOADS. PROVIDED: 2-SOD GAL LEACHING CHAMBERS W/4' STONE AROUND. A-471 S.F. 5. ALL SEWER PIPE SHALL BE SCHEDULE 40 PVC OR 471 S.F. x 0.74 - 348 G.P.D. APPROVED EQUAL. \ \ SOIL TEST PIT DATA 6. SEPTIC TANK AND D-BOX SHALL BE REINFORCED CATCH BASIN � �� `\ ` \\� \\, ��-� ��\�`�� `�\ PRECAST CONCRETE OR APPROVED POLYETHYLENE. INDICATES INOICATES BOTH SHALL BE WATERTIGHT. D-BOX SHALL BE WATER PERCOLAtION _ OBSERVED TEST _ GROUfYDWATER TESTED FOR LEVEL WHEN THERE 1.5 MORE THAN ONE TP •1 P•15608 TP 02 OUTLET. TEXTURE COLOR HORIZON TEXTURE COLOR o• HORIZON 100.5 0 loos 7. BEFORE CONSTRUCTION CALL "D I G-SAFE'. - LOAMY IOYR LOAMY IOYR N SD° A SANIP 2/2 A SAND 212 I-888-DIG-SAFE AND THE LOCAL WATER DEPT. 750,010 9" - - - - - - - - - - - - - 99.8 !o" - - - - - - - - - - - - - - - 99.7 FOR LOCATION OF UNDERGROUND UTILITIES. B LOAMY IOYR B LOAMY IOYR SAND 5/6 SAND 516 99.7 '~ - - - 8. SEPTIC SYSTEM INSTALLER SHALL NOTIFY THE __ _ �99_2�:= �� '`,..-,� \\ - - 22' - - - - - - - - - - - - - - 98.T ?4' - - - - - - - - - - - - - ` - 98.3 Cl MEDIlum IOYR C/ MEDIUM IOYR DESIGN ENGINEER TWO DAYS PRIOR TO CONSTRUCTION -2;500 GALLON `� \\ b\ \ SAND 7/4 SAND 714 OF THE SYSTEM TO ALLOW FOR SCHEDULING OF THE SM. MAO NAIL-,.. LEASING CHAMBERS EL-100.0 f 12-TREE W/4' STONE AROUND\\ `�\\ \� \\ �\ L 0 T J CONSTRUCTION INSPECTIONS. 1 25 \� \\ 16. 246t S.F. 48" C-4500 GALLON \ �\ 9. EXISTING SEPTIC SYSTEM TO REMA/N TO SERVICE \ /M .:.. ;::'=.. .. " \ A BATHROOM IN THE BASEMENT. ALL OTHER / 0:.:. .. ..:. .';. SEP-tr TANK \ / ... ...... 100 1 \\ PLUMB/NG TO BE D l VER TED TO THE NEW SEP T l C W / I NO RATER NO JYATER SYSTEM, 100.2 10' .:.::_:.; \\ 12 90.5 12 90.5 / D�BOX DATE: MARCH 15. 2018 M \ - TEST BY: STEPHEN HAAS a-.- WITNESSED BY: DONALD DESMARAI S G _ 4 1 FLdGPOLEo 6-CHERRr \ NEW OUTLET FERC RATE: C 2 M!N/INCH _ r00.s EXISTING SEPTIC 3 �" I �B SYSTEM TO REMAIN a ^� !/ FOR BASEMENT BATHROOM 3 R h p " m `I 1 LGT4 EXISTING \ 101.4 DWELL I NG \ -, GARAGE � 5 SE fR T I C SYSTEM DES / ON ?p l 18 R I VER R / DGE DR I VE _ MAP 59 PARCEL 007 - 003 YRo BARNS TABLE ( MARSTONS MILLS ) MA . PREPARED POR LEGEND T IH O M A S MARC HA N S E N s 1 CB CONCRETE BOUND LOCO a -W WATER LINE SCALE : l - 20 " MAY 3 2018 V HYDRANT 9"9Q Q -G GAS LINE S T E P H E N A . H A A S OHW- OVER HEAD WIRES + LIGHT POST r ENGINEERING --E- UNDERGROUND ELECTRIC LINE � � o r P . O . B o x 1 6 -T- UNDERGROUND TELEPHONE LINE / .' �� S o u t h D e n n i s , MA 0 2-6 6 0 SOU 28 -CTV- UNOERGROUNO CABLEVISION LINE -� ��, �'i ( 508 ) 362-8 1 32 +40,4 SPOT ELEVATION _­-,40--- -- EXISTING CONTOUR LOCUS MAP 0 10 20 40 40 PROPOSED CONTOUR JOB N0: 18-007