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Home My WebLink About0016 SPRING BROOK LANE - Health 16 Spring Brook,�-AY�� 002—002-088 Cotuit L I � I All Cape Environm'ental Services Inc.- P.O. Box 235 r� Yarmouth Port Ma. 02675-0235 L MI www.allcapeenvironmentalserVice.com 3/12/2018 9:05 AM Andrew Witter Property Manager First Property Management A 1046 Main Street, Suite 11 Osterville' MA 02655 7?VJw D iL Dear Andrew I am writing this letter as the operator of the wastewater treatment plant for Cotuit Meadows. Cotuit Meadow homes are serviced by a shared 59,000 gallon wastewater treatment facility. Sanitary sewage from Cotuit Meadow homes is brought to the plant via a gravity sewer system. Approximately 33%of the total flow is brought in from Cotuit Royal via a force main. (Please note that a few homes are connected to a lift station that pimps sewage up to the gravity system).The gravity system then drains to two 16,000 gallon primary clarifiers. From the clarifiers effluent is drained to an equalization system,froze the equalization system it is pumped to the process system for treatment.After treatment the treated effluent is pumped to an onsite disposal field. All of the components and processes mentioned are overseen and maintained by a licensed wastewater treatment plant operator on a daily basis Monday d=Friday with on call personnel for after hours,holidays, and weekends. Reports are submitted to DEP on a monthly basis.MADEP also inspects the plant regularly to verify operation and condition. As of the date of this letter we typically treat between 25,000 and 30,000 gallons per day which is approximately 51% of our total capacity.Build out of Cotuit Meadows is almost complete with anticipated new flow to only add an additional 1,060 gallons per day on the average. The system has been treating far below the permitted levels and the general condition of the plant is in good shape. if we can be of assistance please do not hesitate to call me at(508)776-6219 Sincerely Winston A.Steadman 11 VP Sales &Service � 9-; No. Fee BOARD OF HEALTH TOWN OF BARNSTABLE 01 pplicatiou _for Vern Cou.5tructtou Permit � E Application is hereby made for a permit to Construct(Jf, Alter( ), or Repair( ) an individual well at: ocation-Address Assessors Map and Parcel Da ,j e >e s 7— ole L Co f c&1 T Owner Address —d_e..�.•�,.�_SE.Sta, _ cl/'1.� of � Sa�co�c�,sT/off Del�i4sS 12�1 �AS��e{ /"�4 O�GS�� Installer-Driller---- "" NpT—'�:—-----------. Address Type of Building Dwelling Other-Type of Building No. of Persons Type of Well y /° cJ c- Capacity Purpose of Well ale, a 77o vu Agreement: The undersigned agrees to install the afore described individual well in accordance with the provisions of the Town of Barnstable Board of Health Private Well Protection Regulation-The undersigned further agrees not to place the well in operation until a Certifi to of Compli ce een issued by the Board of Health. Signed G 7 a Date Application Approved By Date Application Disapproved for lowing reasons: Date ac. Permit No. W Issued Date ---------------------------------------------------------------------------------- ----------------------- BOARD OF HEALTH TOWN OF BARNSTABLE Certificate of Compliance THIS IS TO CERTIFY,that the individual well Constructed(�, Altered( ), or Repaired( by Z ��wNlc Jcuv.)nx! _ Installer at 11, -sS Pri-, j &-opH 4A-,' Ge7u� has been installed id accordance with the provisions of the Town of Barnstable Board of Health Private Well Protection Regulation as described in the application for Well Construction Permit No. Q G 0-1— ID Dated THE ISSUANCE OF THIS CERTIFICATE SHALL NOT BE CONSTRUED AS A GUARANTEE THAT THE WELL SYSTEM WILL FUNCTION SATISFACTORILY. Date Inspector No, Fee BOARD OF HEALTH ` TOWN .OF BARN.S.TABL`EE � F� 2pprication jFor lVelLCow5truction Pernxtt j Application,is hereby made for a permit to Construct. Alter( ), 'or Repair( an : di'vidual well at �(o SF� •. t / ion/< L col l7 t ' Location-Address Assessors Map and Parcel. Do , )e /3e7T i i6nA1 CoT.;+.T . Owner "—' Address ,�r" r.�.•b+ :^s�` 6. .' V X\,G.�I a r cV+^A 60 ri • 0e Ca,G s "/ er) .yt a s.In,� •• •'� o De,y^ ._.._.__ Installer- r@ ler .,. r�+�"::y-r+•-- i ,.,� Address -..-,...•, Type of Building .au"�-s...•�:a.�.r...er'„-`c-^z,. 'y�;::a-.� a:§�c:;� .,n,; �,� - L. »... - ' k ...-- zr_.-.•. �d'`�..-.,:�-.�F�--":.«e.,u"�.•`'e� .�gs.yY. ,�,,,,rk,:..:�,s.�a,,; .,..-a,c.n �',.t''x=sue+-- �:�';�- (--__-------- Other-Type of Building No. of Persons Type of Well S' /' y C- -£apacity� — r Purpose of Well 1/i , t, G T C) Agreement: The undersigned agrees to install the afore describe4•individual-wel•1 in accordance with the provisions of the' Town•of Barnstable Board of Health Private Well Protection Regulation-The undersigned further agrees not to place the well in operation until a Certificate of Compliance has been issued by the Board of Health. Signed Date Application Approved By r _-- Date ff Application Disapproved for t vlollowing reasons: Date Permit No Cl YIssuedXii~ Date -------------------------------------------------------------------------------------------------------- BOARD OF HEALTH TOWN OF BARNSTABLE Certificate of Compliance THIS IS TO CERTIFY,that the individual well Constructed(v), Altered( ), or Repaired( ) by X) 4�u w-/C �Cr�v✓n.P�/ Installer has been installed inl accordance with the provisions of the Town of Barnstab#e(Board of Health Private Well rotect' Regulation as described in the application for Well Construction Permit No. W.200-!' b�"'Dated (0 " �t THE ISSUANCE OF THIS CERTIFICATE SHALL NOT BE CONSTRUED AS A GUARANTEE THAT THE WELL SYSTEM WILL FUNCTION SATISFACTORILY. Date `Inspector BOARD OF HEALTH— TOWN OF BARNSTABLE + A, 2 Ivell Construction permit No. V ) ;1 O — O 3 T Fee Permission is hereby granted to b•ens rv/5' Installer to Construct(z< Alter( ); , or Repair( an individual well at: No. /r� ��/r N r' ✓1'/0o K Street as shown on the application for a Well Construction Permit No. oZ D Dated r C Date v Approved By Qdef 4 -------------------------------- .............................. ................................................................................ ............................................................... ............. ------- .......... ................. ................ .....................I.................... ............................ .................................................--........................................................................................................................ ...............................- .............................................................................................................................................................................................................................................................................................. ............................................. ........... ..........................................................................................................................................I........................................................................................................................................................... .......................... ............................................... ................... ----------- V) .................... ................................................... ............ ........................................... ........................ ..............................................................................................--,-............................. ox v) -...............................-.............................--........................ ...... ........................................I............. ....................................................... ............ ........................................--.................. ........... ...................................................... ................ ......... .................. 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SHEET Al REAR ELEVATION JOB: 1609 — — — — — — — — — 5r-ALE: 1/4"=V-0" j DRAWN BY: KW I DATE' 4110/16 N V � N O Q Ln -- --.._.__........- — --..... ......__.........:......._........................__....._.....................__ Lj O ----...---- -._..._..._..........-....._.......__-_......._._......... _...._........_.......----.._....---..__...—..._...--...__----- _...__._..........__ . __...._.._..... . ... .._....... - J in _ — . N 00 .................... .._ ... _. ..... _ _ W O --- ----...-'--- ....__._.. -- A z V IF .... ... i W-00 U —'— _ — LL. I......................................... ............-............. .......... ................................... ............................. ...................................................................... ............- ........................ 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FINE LINE RIGHT ELEVATION ARCHITECTURAL 50ALE: 1/4"=V-0° D E S I G N _...._.. - ----.........._.. ---._.. ....... - ----._......__. ....... ...... �. .. 508.420.1296 ._....... _....._.. ...._..... --_._--------_:..._.......... .. ........._........._............................._...:._..._..........._...................._.........._...._...._......._.....:_...._....._.._ 8 WEST BAY ROAD ------- ...------- ----- ----- - OSTERVILLE,MA 02655 ..._..............................__...:........_........._.___......................................._._..._................................................__.........._.............._......_................................._........_ .. -- -_.. .... ..... .... - .. --- W ® ..............................----.......................... .................._._ .. _--............_..... _ — Z W � ........................................................................................- .. .... ............................. .............. - OL ........... ...............................................................................................-................................................. ..................................... U 17B FIE _ ................. 0 W � ° Y- o V W U J .........._,_................---:.__ : _.........._............ Q. W SHEET LEFT ELEVATION SCALE 1/4"=V-0" 0 A2 m - I JOB: - 1609 DRAWN BY: KW DATE: 4/10/16 STEP m _...._ ........_. _..... __ _..._........_._____.......___ -32- 1/4" 9'-8" 16'-1 3/4" ........_....._............................................-......................I.............................................................................. CQ U) ---_-9'-21/4"-- .._— 16,_3., 6,._9„ 5•_3" 4'-5" 8'-0" 8'-1 3/4" �� !„� r ................ .. 16 ........ Q J G B is .—DEG<-- � � .. ... _. ..--- .............._........ g3` ap ............. .. m ~ l71 O ^-- m �vt x x G= J w V I✓� 1.Y � a o .. PH POW _ J o L / Ls \ DER RM /� r ICD OAK PED I 1 Q . m DININO 44 3/4"x46 3/4' .. J'F MASTER _.._ OD - _ KIT HEN — BED RM �rJ/�/ Ln 0 10 4'-1/2" 5- O !� OAK W - - - - - - - - - - -- - - - - q 2 �— (5)Aw251 q m YV II R�LhO,UTS RL_OUTS W a II L Y - L J - C w 20 . �p ..-.__. 28."I/8"x28-f/8" a O Y Y _ ._(4)Aw251 ---1-__- MW y .. _i N 28 T/8"x28T/8" 6 :o ni r � p p ry FAMILY RM 3 1O� C -6" 4 C II - 4x4x.25 Ts 3-66" _ -101/2" 9'-31/4" F I N:E L I N E - - - - - - - - - - -.- - - - - - - - w1Ox45 5TE L ABOVE FWSH � 2 _ ARCHITECTURAL x4x.25 TS F - - - LIN DESIGN 26 r �3- FL ry = = MASTER sHowER _. BATH w 508.420.1296 .TILE -. 8 WEST BAY ROAD OSTERVILLE,MA 4 r 8-0,. LIVING RM m I AE oP VE _ OAK _ ❑ 02655 LITE.. U m LL m ry X. 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I WQ rs — BED RM #2 00 *U [— H 2.... .. -- __ OAK 26 Ln .. ._ - - _" ...... ...... ......_- ... _.. ._ TW 24410-2 Z .... - O ... - ... _- -_-..."--_ ......_ .. .:. _.._ _.ry 9'-5 1/2" O .mo / LY 2: (B)axaBED RM #3FWSH ABOVE OAK — — BATH #2 FINE LINE 5'KNEE PALL rq 4 ARCHITECTURAL _....._ _ ..__.— . LINEN . . . _............ ... a 26 ® DESIGN - _-- -- _. F/L — '..OPEN TO -._-._... .... BELOW - 2x4 LJ _ - - -- -:-... r EEKS __ _ ... ................................ . ----- - - 508.420.1296 8 WEST BAY ROAD ........ �..._.... _ ......... ....._-....._ ..._... ................. .. OSTERVILLE,MA -- --..—.....-_.——....._.. 02655 ----- ................mNt 4 3 � �LLI 4 a U J ° N 0Ir W U � 24'-0" 24'-0" 16-0" - SHEET 5EGOND FLOOR PLAN 50ALE: 1/4"=V-0" JOB: 1609 DRAWN BY: KW - DATE: 4/10/16 ----------------------------------- 58-0„ N L----�H v z d Lo I 2-2x10 GIRDER I - F�� bxb P.T.POST I ^ 0 GAL\/.METAL POST ANCHOR I ,^ 12""SONO TUBE"GONG.PIER I. — �.. Lo Q E. I h Lu z > 00 HALF .. BULK ^� r I. .. HEAD V LL — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — —— — — — — — — — J L — 6 J :y'i L — — — — — ul O Sao — — — — — — Z., — — — — — — - — — — — — — — — — — — — — — — — — — — — — — — — — — —— — — — — — — — — - — — — — — — — — - o ry.. PROF WALL L I DROP N L i t i /Dj� I li; B TO 46" p STUD WALL AOVE - - - WX 46"CONCRETE MALL N t- - - 10"X16"CONTINUOUS FOOTING : 3 I Fey 0 FULL BASEMENT ® � I �� I — Z rl 3 1/2"CONCRETE SLAB6 MIL VAPOR BARRIER ` MO 4 m 4'-9" �,-0„ l-0„ - 10'-0" 10'-0" 6'-5" 6'-5" 6'-5 L �^1 � � Q w n 4x4x.25 T5 - , F I N E L I N E ARCHITECTURAL . SE BM - /2"LVL GIRDER ; _ I PKr /,/� ,/;/ 4x4x.25 TS / �i D E S I G N a 1/2"PIA.STEEL COLUMN PKT I 36"x36"x12"GONGREM PAD -" — 3 �L§s o earn wJs z h � 4 I I Q 508.420.1296 . .. __. ._- �, 8"xT-9"CONCRETE WALL R �'- r — — — — — — — — — —I _:-I - - m U - 16"x10"CONTINUOUS FOOTING OFFSETT 8S TERVILLE,MAD Q - 02655 DROP 2"TO _ WALL ALIGN '�• ® _ m AT DOOR STUD .. WALLS n _ 0 — — — — — — — — — — — — XL J .. v W �� I - I �`��f .� o..,�' i '•. m i':-a} .,�'r'°Y.:^;%$7`� �:-�v-�xSYs,. }u-tt^ ..n<� :r'�-� I � n O OFFSET 21*TO ALIGN 5TUD - WALLS V 1 4 I In ry GARAGE k' . 3. .. 4"CONCRETE SLAB NOTE: ' Y,/bxb WfNF I 5/5 ANCHOR BOLTS 4 U O Z �� =r EMBEDDED 5"x3-9"CONCRETE WALL SPACED 32 O.G. a N 16"X10"CONTINUOUS FOOTING 4 12"FROM CORNERS 1 Q ` I >, YVASHERS 5"x5"x1/4" W U LJ W r{ FOUNDATION PLAN SCALE: 1/4"=1'-0" O DROP DROP WALL WALL AT DOOR AT DOOR L — — — — — — — — — — — — — — — — — — — — — — — — — — { SHEET = - - - - - - - - - - - - - - r - - - - - - 12" 12 - - - - - - - S1 " 9'-6" 24'-0" JOB: 1609 DRAWN BY: KW DATE: 4110116 N r1� M UI N 0 v) RIDGE VENT - - W 0 --2x12 RIDGE _ 7� 'J rs > yy L� W 0 .. 12F 2X&5 0 16"O.G. Z .. ICI U K 250-ASPHALT SHINGLES OVER 1/2"CDX PLYWOOD a oO UNFINI5HED Q STORAGE 0 RAFTER®16"OG RIGID WIND W45H BARRIER REQUIRED AT EXTERIOR EDGE OF EXTERIOR WALL w "HURRICANE CLIP" CY TOP PLATE in 30 PSF FASTENERS AT ALL _ RAFTER/TOP PLATE N � JUNCTIONS TYP. 2x10'S®16"O.G. FASCIA HEIGHT 70 MATCH HOUSE "HURRICANE GLIP" .. ... LI. FASTENERS AT ALL W Lo RAFTER/TOP PLATE - �. W SOFFIT VENT 12x33 - JUNCTIONS TYP. : ra W STEEL BEAM RIDGE VENT / /" Z ryQ� O W 2x12 RIDGE c (L . 2-GAR GARAGE N 2x6 STUDS 024"Or, _ BLOCKING 4'-O"O"C. IN FIRST TWO J015T AND RAFTER R-36 INSULATION - F I N E L I N E B BAYS FROM GAL W E ALL ' - ... 4"CONCRETE SLAB '.. ®32"O.G. ARCHITECTURAL BED RM #3 D E S 1 G N &"x46". GONG.WALL5. ;. ASPHALT SHINGLES 12' OVER 3/8"GDX PLYWOOD N - .. 10"x16"CONTINUOU5 FOOTING s 2"X 6"PRESSURE TREATED SILL OVER SILL SEAL -5 - CONCRETE FOOTING r 16"x 101,. 4 508.420.1296 2 X 10 RAFTER 016"OG "HURRICANE CLIP" 8 WEST LL,, AD 24'-0" FA5TENER5 AT ALL \' OSTERV 02655 I MA SV `�i 5 .. RAFTER/TOP PLATE JUNCTIONS TYP. I 2X10'5 016"OG VENTED DRIP EDGE R-21 INSULATION MASTER CROSS SECTION f MASTER BED BATH 1' W O . SCALE: 1/4"= -0" _ � W'n 2x6's®24"OG V . WHITE CEDAR SHINGLES OVER. <{ 3 1 1/2"GDX PLYWOOD - - 'II}�L CID (2)1 3/4"x 9.1/2"LVL GIRT 17- v' R-50 INSULATION 2"X 6"PRESSURE TREATED SILL I 1 O \ OVER SILL SEAL GONG.WALLS 5-10"x 5" = _I BASEMENT W ll J 4"CONCRETE SLAB ., - - Q W . . VAPOR RETARDER :.�.-II O.......... ... . CONCRETE FOOTING .. .. •. 16"X 10" a 24-0 .. SHEET GROSS SECTION E3 SGALE: 1/4"=V-0" 3L JOB: 1609 DRAWN BY: KW DATE: 4/10/16 RIDGE VENT N - 12 U N - 1xH'9®16"O.G. 0 RIGID WIND WASH BARRIER REQUIRED - 51 p. - 12 AT EXTERIOR EDGE OF EXTERIOR WALL 16.0' TOP PLATE ,�p'S Lo (3)2X519 BFAF USHOHORIN6 .. W 0 FASTENN H2.5 R-35 INSULATION FASTENERS AT ALL S t 2xH ®16 O. . 1l e "HURRICANE CLIP" ,,,� L RAFTELo R/TOP PLATE - - _ JUNCTIONS TYP. FASTENERS AT ALL RAFTER/TOP PLATE � n JUNCTIONS TYF. BLOCKING 4'-O"O.C.. 0 \ W IN FIRST TWO JOIST AND RAFTER N - 1-' Ln BAYS FROM SABLE MALL BEDROOM HALL 3'-5 5/4" - X -T 280-ASPHALT 51-1I1,lGLE5 J W OVER 1/2"GDX PLYWOOD MI•I U . 2 X 10 RAFTER®16"Or- n/, 12'-11 3/4" .. ] W 0 . - S 2x10'S®16"0,-_ _- 2X1D'5®16"Or- _ `� - < 0 W10 X 45 STEEL I BEAM SOFFIT VENT W 7_i a 7 . - - R-21 INSULATION fir, ry ry ALL WINDOWS TO BE ANDER50N WINDOWS a! 0 KITCHEN LIVING W E uj �MJ m 0 . - -2x1O'9 0 16 OC 2x1O'S a 16 Or-- d C9 IL (3)1 3/4"x 9 1/2"LVL GIRT .R-30 INSULATION L..I (•S� -�� FINE LINE 2"X 6"PRESSURE TREATED SILL OVER SILL SEAL ARCHITECTURAL BASEMENTD E S I G N GONG.WALL5 T 6"X H" I 4"CONCRETE SLAB xH'5®16"O.G. 02 - GONGRETE FOOTING 508.420.1296. .. S WEST BAY ROAD - - - - - OSTERVILLE,MA - 02655 u s 2X5'S®16"O.G. GR055 SECTION G 0. SCALE:1/4"=1'-O" e0. W 2x5'5®16"O.G. "HURRICANES CLIP" - - - FASTENERS AT ALL .. RAFTER STEEL BEAM - JUNCTIONS T.OP PLATE O '^ .. Q QO � z � OMNI& v GARAGE O <. _ W U W OC W _ a ..... 2xi0'5®16"Or, (3)1 3/4"x 9 1/2"LVL GIRT - ._-. .:... ..>..-✓ <:.:: - .;. O .. F-19 INSULATION - N `�'�: - CONCRETE FOOTING SHEET 16"X 9" BASEMENT 33 r: ` CR055 SECTION D JOB: SCALE: 1/4"=1'-O" 1609 ' DRAWN BY: KW , N .. M V IN �} N IL p W p 00 Z U . M� LL o W Q p 2XIO's w �— Ln I `W W co 0 FINE LINE ARCHITECTURAL DESIGN cz . 508.420.1296 8 WEST BAY ROAD OSTERVILLE,MA - - 02655 W Q W U Lll w d. LLI SHEET FIRST FLOOR FRAMING 51--ALE:1/5"=V-0" JOB: 1609 DRAWN BY: KW -- DATE: 4/10/16 N (y) 4 (0 i� p Lo r.r V J N _ } OD � w p Z I� w U m Q p ao �.r p 0 L-ri w .. 'Q MdM z J U Ht E:'---FtvoH7,j3ovE J ry FINE LINE ARCHITECTURAL OPEN TO D E S I G N BELOW - 508.420.1296 . 8 WEST BAY ROAD OSTERVILLE,MA 02655. W J Z I i W N LIL O w cv � � O w � v J a w O SHEET 5EGOND FLOOR FRAMING 50ALE:1/5"=V-0" JOB: 1609 DRAWN BY: KW DATE: .10 16 N V � N 0 Lj p V _J n 00 W 0 DORMER U) Z I� W .IMMrLd o W X 11 < 0 w �- QA � o 12 IDG (2)16" L RDGE r L,. 0 RAFTERS 2x105®16" 3 ! MER FINE LINE — — — ARCHITECTURAL DESIGN POF MER J Q n - - 508.420.1296 8 WEST BAY ROAD - OSTERVILLE,MA 02655 - z ry W N O j _ W U Ill � J Q. W SHEET ROOF FRAMING 5GALE: 1/5"=V-0" SG JOB: 1609 DRAWN BY: KW DATE: 4/10116