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HomeMy WebLinkAbout0018 SAND POINT - Health 18 SAND PT . OSTERVILLE =073-019 mv tyv owl BOX ........... q Alt Pt A Ro'? pit gq pit Sm 0WAil"PiN ,��Wvj n't v--4 tg�mgmTH 26 age A owl W, a mg Mul Vb kk Rini," PA( "it M mmg on g T; yly rV PlYT Ogg .4, Wi I i44 pill 4". 1, PAW MOM 1 Mon; BF - � No. Fee THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS Yes 01ppliLation for Disposal 6pstem Construction Permit Application for a Permit to Construct(W Repair( ) Upgrade( ) Abandon( ) ❑Complete System ❑Individual Components Location Address or Lot No. L.tl FCYA1 T Owner's Name,Address,and Tel.No. '7c i2 HA#Zt34RS 0W1&(44c—G Y y7 �CtTgS Assessor's Map/Parcel ,t 8 —z Installer's Name Address and Tel.No. Designer's Name Address and Tel.No. f?.iCl/�-t--ti:u'tf ' �l;AJ,5 C__ — ,G14u Q Pr�ir'o it'A� ��l o1Cod/ :9 /CN �!3 �! < Y /� ,3 4L sJ Type of Building: Dwelling No.of Bedrooms Lot Size V9 (,god 0' sq.ft. Garbage Grinder( ) Other Type of Building No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow(min.required) %3 eO gpd Design flow provided gpd Plan Date /d�/p�/l! Number of sheets Revision Date Z'4 icy Title p,QO Pafi'E) sey-a~7-J4S POrS46- T697i�� , Af C;4z&,� e-Moy 0�62ie��-'C eY-4 2t� Size of Septic Tank (Asa p d/ Type of S.A.S. Cyr�s�j, - S Description of Soil r¢y"T_ a f ) em-,,y P7°F 16-10 t- Nature of Repairs or Alterations(Answer when applicable) Date last inspected: s 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 and no place the system in operation until a Certificate of Compliance has been issued by this Board of Health. Signed Date Application Approved by Date Application Disapproved by Date for the following reasons I f Permit No. Date Issued it No. Fee / THE COMMONWEALTH OF MAS-SACHUSETTS Entered in computer: PUBLIC HEALTH DIVISION - 1`bOWN OF BARNSTABLE, MASSACHUSETTS Yes 2pplitation for Misposal *pstrm (Construction Permit `` Application for a Permit to Construct Repair( ) Upgrade( ) Abandon( ) ❑Complete System ❑Individual Components Location Address or Lot No. /8 �'r r'v�+�T Owner's,Name,Address,and Tel.No. ©t'6o)r Assessor's Map/Parcel d�j y -0 �4 Q.s k 6_,7a� Installer's Name,Address,and Tel.No. Designer's Name,Address,and Tel.No. f;�J- /1-"U W t f �}vJ t S� �71 ��ai�)A P�4i ra .roc ,�y c o/ 939g / osr S� g Type of Building: DwellingNo.of Bedrooms Lot Size 9 6 3 `� sq.ft. Garbage Grinder( ) Other Type of Building No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow(min.required) -3 SD gpd Design flow provided ¢lv G gpd Plan Date /y11?1/,�( Number of sheets r, / Revision Date 12 Title ,diCo/a5�1) S�ir�i4GG .�its/�oS9� �SysTc{ irfi'6 .Ud /'0,1Al4 Size of Septic Tank A o qt/ i ,t''Type of.S.A.S. Description of Soil Nature of Repairs or Alterations(Answer when applicable) 6 Datd'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 C d' and d no to place the system in operation until a Certificate of Compliance has been issued by this Board of Health. f- i Signed Date Application Approved by Date j Application Disapproved by Date for the following reasons Permit No. —1 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( ) Abandoned( )by �LN4-::K b �A-7471 cA3oj S l �� at P -6'#4/ 4/ % p,QS has been constructed in accccoordance 1 with the provisions of Title 5 and t e for Disposal System Construction Permit No.12 rl 1 f/Y dated '�r Installer Designer ZI.yi),}- a- P//t/7,0 #bedrooms Approved design flow v;;:'D gpd The issuance of this permit s all not b6 construed as a guarantee that the syst m will fan,tion a 'gned. Date L. Inspector �...�� Fee THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION-BARNSTABLE, MASSACHUSETTS 30isposal 6pstem ConstrUttion Vermit Permission is hereby granted to Construct Repair( ) Upgrade( ) Abandon( ) System located at 1-/i4 e Yid gS U6771 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. i Provided:'Construction�b a completed within three years of the date of this permit. Date r7 Approved by t Town of Barnstable Regulatory Services Richard V.Scali, Interim Director ruxsrxus, p MASS. Public Health Division 1 1639.3° Thomas McKean,Director 1 200 Main Street,Hyannis,MA 02601 I Office: 508-8624644 Fax: 508-790-6304 ' Installer&Designer Certification Form Date: '1 I i Sewage Permit# A014-5(3 g Assessor's Map\Pareel y3 i8-z f Designer: tn&A T Pn6 Installer: 60r�j lautCrx e�Yto-tnc Address: t 0 �C)o,4_ )_o i Address: F-O. box "?vq 3r^e L' s-fie.,'. MA D2L63 & t E. On 2a-�'-/�!i r�w y1S• ,� 9 Gj/1, was issued a permit to install a ` (date) (installer) septic system at �g Sant) P�wnk I,l, WI-OV, based on a design drawn by (address) It' ocz,,ns� Se c' . Inc. dated 10IIfllb 12ey. 12-1pi /ib (designer) I certify that the septic stem referenced above was installed substantial)P Y y 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. t I certify that the septic system referenced above was installed with major changes (i.e. greater than 1.0' 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 referenced above was constructed i ce with the terms of the approval ers(if applicable) 10 OF s� LINDA J. o PINTO '^ (I taller's Signature) " O ! ` 0 4� 9p��FQr p S T � t4�er— ss "(Designer's-Signature) (Affix Desi 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:\SepticOesigner Certification Form Rev 8-14-13.doc APPLICATION FOR PERCOLATION TEST AND OBSERVATION PITS LOCATION 2Lv� j/�yVQ �6�,n�� �� NO. VILLAGE 0`CS=k ae C fp s DATE a APPLICANT tCt-•E 1aZ s FEE`F)©O '� 14ADDRESS CID e49CT d�_ ��(t= C TELEPHONE NO. (Non-refundablc ENGINEER 00 06_V V_CC- TELE NO. DATE,' SCHEDULED CT �S 1992 ct�ttsnA ,r" (Applicant' s signature) • • . • . e o e o o e • o 0 o n e o e e o o • . • e e o • o o e • • • • • • e • • • e • • • • • • • • o o e e • • • • • • • e • e • • • • • • • • • • • 1 ASSESSOR'S MAP LOT NO: ( &e 73 ?uL J(:D) SOIL LOG SUB-DIVISION NAME A 11. DATE 1.>CT- BSI 19C2 r TIME iU._-60t EXPANSION AREA: YES KNOZ>ULL.IU{k 1I ENGIN_EER:'N ' TOWN WATER,,,&_PRIVATE WELL �G✓LlZ�/ 17. ya>,P_Xkro('-r BOARD OF HEAL? __�s C� yiLC-t2_ EXCAVATOR SKETCH: (Street name,etc. ,dimensions of lot, exact location of test holes and Percolation tests, locate wetlands in proxim to test holes) C 12�,1 NOTES: 44 - Ex GO POt�4 ' PERCOLATION RATE: Z �hn `� `� 1��l•t TEST HOLE NO: Q ELEVATION:'12,U TEST HOLE NO: 2 ELEVATION: S00 %C) ' 1 qjF ' 2 2 Z 3 3 4 4 _ 5 5 �� 6 8AYU 6 8 U 9 9 10 10 122O - , 11 13 12 v '\ 1 MIL 13 14 14 15 15 16 SUITABLE FOR SUB-SURFACE SEWAGE: . LEACHING FIELD K,_ LEACHING PITS LEACHING TREN:CHE§ UNSUITABLE FOR SUB-SURFACE SEWAGE. REASONS: NOTE: ..ENG:INEEIRING PLANS MUST SHOW NUMBER ASSIGNED .ON PERC TEST APPLICATION ORIGINAL: COMPLETED IN ENTIRETY BY P E. AN RE-TURNED TO BOARD OF HEALTH COPY: RETAINED BY APPLICANT STUDIO PT i ggg I ` �j ar � SECOND FLOOR s GARAGE 5 ! 7 �5. 'P GROUND FLOOR J , t � EXISTING .GARAGE TOWN OF BARNSTABLE LOCATION 1 �.g,�t A i�a y P=47,b_ SEWAGE# ),o VILLAGE_ .. ASSESSOR'S MAP&PARCEL-n 1 t __1_ INSTALLER'S NAME&PHONE NO. G• I - ��Q �71 - 3`�'i SEPTIC TANK CAPACITY I'�_00-6 At- LEACHING FACILITY.(type) ---T Lt_Ve_e4— (size) 01-4p NO.OF BEDROOMS OWNER �t 1 PERMIT DATE: 1 COMPLIANCE DATE: L Lih e) Separation Distance Between the: Maximum Adjusted Groundwater Table to the Bottom of Leaching Facility -+--7 Feet Private Water Supply Well and Leaching Facility(If any wells exist on site or within 200 feet of leaching facility) Kf A Feet Edge of Wetland and Leaching Facility(If any wetlands exist within 300 feet of leaching facility) Feet FURNISHED BY �� O O Town of Barnstable P# ,mil S Department of Regulatory Services 7 $ a Public health Division Date �l 3 ' � MASS. 1- 200 Main Street,Hyannis MA 02601 prfn MXl� W Date Scheduled Tfine Fee Pd._ Soil Suitability Assessment for Sew a isposalco Performed-By: Witnessed By. , w_,_ /Pei LO ATION11&. RAL INFORMATION Location Address $ �DI h T Owner's Name _Pr-•e,i S-Q lieAddress,j S�r� /dui ti4 Assessor's Map/Parcel: ,0 / 30 I 1 oo Engineer's Name Lr yt Gf'e• �1 e �G� S i NEW CONSTRUCTION l'/ REPAIR Telephone# Land Use e- `. eAll � • Slopes(96) _ Surface Stones 1`tom Distances from: Open Water Body I� �d fl, Possible Wet Area fl Drinking Water Well �'A ft Dmlhage Way Property Lines ft Other ft SKETCH:(street name,dimensions of lot,exact locations of test holes&pert tests,locate wetlands-in proximity to holes) i 'TP I Parent material(geologic) � Depth to Bedrock )700 I Depth to Groundwater. Standing Water in Hole:u G O ' Weeping froth Pit Fnee Estimated Seasonal High Groundwater DETERMINATION FOR SEASONAL•HIGH WATER TABLE Method Used: Depth Observed standing in obs.hole: In. Depth to soil mottles. In., Depth to weeping from side of obs,hole: In, Groundwater Adjustment IY. Index Well-# Reading Date: Index Well Irvol Acj,fnetor„„,_. .r Ace.GrouudwaterLevel PERCOLATION TEST bate,..._ _ Time- Observation -�P 1 I�' 3 Hole# Time at 9" 1i 11 Depth of Pero � Time at 6" Start Pro-soak Time @ (��:00 D•;09 Time(9"41) End Pre-soak .'t 0 3 t.� Rate Min./Inch Vh�n t rlrih Site Suitability Assessment: Sito Passed Sito Failed: Additional Testing Needed(Y/N) 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:ISEPTICU'ERCFORM.DOC DEEP.OBSERVATION HOLE LOG Hole# Depth from Sol Horizon Soil Texture Sdil Color Soil. Other Surface(in.) (USDA) (Munsell) Mottling (Stnucture,Stones;Boulders. Consistency.%'t3ravel) IC E- 113 C LS to - o 3-o- 10 Ci M-CS DEEP OBSERVATION HOLE LOG Hole# Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulders. Consistency, 3 -1fn-C Ls 10 51Z S Ls S- 110 C, -CS to �1w DEEP OBSERVATION HOLE LOG Hole# Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulders.. Consistency, o -.3 A 313 C -C L5 to aS- 110 C ,NI-c-S DEEP OBSERVATION HOLE LOG Hole# Depth from Soil Horizon Soil Texture Soil Color Soil other i Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones;Boulders. 0 3 L s3 M. -C- L.S lomxs Q .5fz Flood Insurance Rate Map: Above 500 year flood boundary No Yes— Within 500 year boundary No Yes Within I00 year flood boundary No.,LL Yes _ Depth of Naturally Occurring:Pervious Material Does at least four feet of naturally occurring peed us material exist in all areas observed throughout the area proposed for the soil absorption system? If not,what is the depth of naturally occurring pe ious material?, .. Certification I certify that on Lmental (date)I have passed the soil evaluator examination approved by the Department of Enotection and that the above analysis was performed by me consistent with the required trainid experience described in 10 CMR 15.017., Signature Datb � Q:1SflPTICVERCPORM.DOC TOWN OF BARNSTABLE LOCATION 5�1P►in l AU SEWAGE # VILLAGE OtASIer Y-st- S-OtS ASSESSOR'S MAP & LOT lS 73 C') 9 INSTALLER'S NAME&PHONE NO. Lge r f d l b ij; CO&TI q28.8 9 aG SEPTIC.,TANK CAPACITY f S"00 5;a"I ' LEACHING FACILITY: (type) T' c f (size) it za t NO.OF-BEDROOMS .� BUILDER-OR OWNER `C!1^F tSS PERMITDATE: 3 �31 - ? COMPLIANCE DATE: `7- R' 2' Separation Distance Between the: Maximum Adjusted Groundwater Table and Bottom of Leaching Facility Feet PrivateVater 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 withi;n`300 feet of leaching facility) Feet Furnished,by off+ . TOWN OF BARNSTABLE LOC�,TION IlR amotd 1p in 4 Jed SEWAGE # - 45 3 VILLAGE D".y4c r Alab -OP.S ASSESSOR'S MAP & LOT 6L73- C`) -L, INSTALLER'S NAME&PHONE NO. aarlolel, . C'mnsl Ve'7� 8 4a�G SEPTIC TANK CAPAC= f aS�C7t'� c�Xa e t LEACHING FACILITY: (type) 2 c�a� (size) G X /ol lu NO.OF BEDROOMS . �pf'ml� 51073 BUILDER OR OWNER fts n4 r.SS PERMIIDATE: 3 f -% COMPLIANCE DATE: C/"7 Separation Distance Between the: Maximum Adjusted Groundwater Table and 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 Al = /1 ' *:q- I 81 Aa 3�• 82= 37' A =37' � Q3� G9� Ay =ss' a No. / Fee THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: Ye es s PUBLIC HEALTH DIVISION -TOWN OF BARNSTABLE., MASSACHUSETTS 01ppYication for Digpogar 6potem Con5tructiou Permit Application for a Permit to Construct( )Repair( )Upgrade( )Abandon( ) ❑Complete System ❑Individual Components Location Address or Lot No. 8 s4A/v (?JO!AJ 7— u Owner's Name,Address and Tel.No. Assessor's Map/Parcel G,�;l'�UY-L Q n 2 �Q Z- /l`c#4'"� Pe&N 7-L-5 S Installer's Name,Address,and Tel.No. !./ Designer's Name,Address and Tel.No. A0XZ-Q,'('-Q 771 Type of Building: Dwelling No.of Bedrooms_ Lot Size 0 sq:ft. Garbage Grinder( ;,) 5 Other Type of Building No.of Persons Showers,(X Ca eteria( ) Other Fixtures Design Flow gallons per day. Calculated daily flow gallons. Plan Date �,?� 3� ch Number of sheets '7/ Revision Date Title .5/Zry' Size of Septic Tank4 Type of S.A.S. 1-04C.4V JX 6(--0 Description of Soil AJ Nature of Repairs or Alterations(Answer when applicable) L/ 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 Enviro ental Code and not to place the.system in operation until a Certifi- cate of Compliance has been issued by.this B d o HeAh. Signed ���`'� 11Z: Date 3 Application Approved b Date Application Disapproved for the following reasons Permit No. d Date Issued l"" No. iC THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: Yes PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE., MASSACHUSETTS ZIppiication for Digpozal *pgtem Construction Permit Application for a Permit to Construct( )Repair( )Upgrade( )Abandon( ) ❑Complete System ❑Individual Components Location Address or Lot No. /8 S+�ND �Jp/AJ T 1 .t Owner's Name,Address and Tel.No. Assessor's Map/Parcel /� ' /c q,4 CC • k'eN 7/J5 S r Installer's Name,Address,and Tel.No. Designer's Name,Address and Tel.No. Y' Type of Building: ;` i Dwelling No.of Bedrooms Lot Size 5 sq. ft. Garbage Grinder Other Type of Building GA 44 tE No.of Persons Showers(� Cafeteria( ) ., Other Fixtures `, Design Flow gallons per day. Calculated daily flow gallons. Plan Date 4zl_ 3a 4,4C Number of sheets 7i Revision Date '\Title Size of Septic.Tank h�� A G �7 Type of S.A.S. G C.4C/-/ �'t{ CD Description of Soil E S 1 Nature of Repairs or Alterations(Answer when applicable) T I/ 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 Env iron ental Code and not to.place the system in operation until a Certifi- cate of Compliance has been issued by this Board o He. . ,[ 3 ` Signed < i Date / / 9 7 Application Approved b Date 47 "' Application Disapproved for the following reasons � t `- 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(K) Abandoned( )by 13 O 2 ro L, a T 7 "J 5 7- at Ui .1 A .f!ell C-'b IAJ t__�2 TrS2�//LL- has been constructed in accordance with the provisions of Title 5 and the for Disposal System Construction Permit No.Z 7- (.53 dated E�l _5 1 9 '7. Installer�� a�L o 7�i' Designer VA x?' (Z /j Y E f The issuance of this permit shall not be construed as a guarantee that the system will function as'designed. Date Inspector —— ————. ———— —— —————————————/� — . No. Fee -- ---- Fee THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION - BARNSTABLE,.MASSACHUSETTS 30i.9pogal *pztem Construction Permit Permission is hereby granted to Construct( )Repair( )Upgrade( )Abandon( ) System located at 4- .'1�o_T�T and as described in the above Application for Disposal System Construction Permit. The applicant recognizes his/her duty to comply with Title 5 and the following local provisions or special conditions. Provided:Construction must be completed within three years of the date of this permit. Date: 7 - 7 - ✓ Approved by --V -PRENTISS GUEST HOUSE ... _ t 18 SAND.POINT&1.36 N..BAY RD. ' - - - - OSTERVILLE;MA GENERAL NOTES: - .. a wd .m. ^,.�..m.,,���w •.m.� v� y - NICHOLAEFF -. ARCHITECTURE DESIGN _ 89 main Street O lle MA 02655 _ T 508 20 5298 _ n 508 20 224O PROJECT NUNIEER: DRAWN BY:OJO,GV.ON : I 'SCALE:AS NOTED • ��/ice III iSTORAGE • 'TITLE: BASEMENT FLOOR PLAN A 0 BASEMENT FLOOR PLAN SCALE:11,V V-O' 1 PRENTISS GUEST HOUSE 18 SAND POINT&136 N.BAY RD. . - - - OSTERVILLE,:MA - - GENERAL NOTES: I, I O�=\Cr;2 r ", w�• Irroaa NICHOLAEFF ARCHITECTURE,+DESIGN ag I. Ala t _[ - .. O t ry Ile CIA 02555- •_ i�0a u20 298 - o�aszoz o 14J _ I I I - PROJECT NUMBER: . - -DRAWN BY:OJO.GV.DN __ SCAL=:AS NOTE "y ______ __ -_ - -I 09 iT II'.t I' Fo LAI I I I . � x 16'-0•v la'-6' �16'-0'v laA• TITLE: FIRST _ FIRST FLOOR PLAN FIRST FLOOR PLAN SALE:1/4• 1 PRENTISS GUEST HOUSE 18 SAND POINT&136 N.BAY RD. OSTERVILLE.MA .. GENERAL NOTES: - I NICHOLAEFF ARCHITECTURE+DESIGN .. A . n.. .. 391Nlain Street Os—ille..VIA 02655 T 508 A20 5203 I, - _ ..v I • 'c508 20221O � holaeff.com - I r PROJECT NUMBER: DRAWN BY:OJO.GV.ON • tp-0'vf-� - SCALE:ASNOTEO STAY! I I I I �r n',s- --� TITLE: .SECOND FLOOR PLAN Al '. 2 SCALE:,/4" SECOND FLOOR PLAN «• u ri / t n is an • ao Marys G� I1a4 + Is nd r + o tl 0 - I L our the �E ,\ o LL o ' ` tSella %i LZI ��P�lie :.o• / �� � c . o o o eR I +f Tlms / �o , ••�� i' /� �r 1 Pt j 6 I sttir • . k Sy Pt • o' ° / \ s �• � 6 s � s5 y S�S`J F4 i' 73LL ���.�..�:�, �9-2 % �� \ � � ( is .•L '' /111JJJ7/ � 1 � 40 SF loe r' r. / J t ol off s -`•' Jr'_ ` \ �: ~' •C/i t of �y � ` �/ ` / � �... } �'4.y — A.l 'o �; � � col ►I Ir /`' L^ / / I /� / '✓ r� . Top =L= (G ory t i i 1; 31 Sl 9� ( tom— t''f r�r�.Jl � \ � � f ` � 1 } ILI c 4KE- 1— V _PQ,F—JNM 15 S E 7 W el(3 e. �; 4 V� L'i'A'PA. 'r `- CE 1 � f � 1 _ fit ► 5 -- t : li,.,. i sr ,` r F"�, fi _, .`. .i l ^ ` Y i'•Mw.. i" �(i....,,,, wTvr.F'+. � _`�`+t 4 ' ° ass � 3 �v ►� , G , � , 5-�� �✓ ls• t � 1,y 'Pe)k 5TZ;w 4-i ten,3 ti 3 va, 1314 3 - -fv l lamILI, . IL LE C-7 T t2 ,IS© , 1> 05t;eryllle, TOP OF FOUNDATION 24"diameter concrete covers EL=I g•5± raised to uathm 6"of finish grade D Box MA (or a5 noted) KEY MAP tL 7.5(m1n) EL=18.0± EL=17.0-/8.5(max) ° l °� o. 3° ° ° u ° SCALE: I = 100 a North \/\\ x 5 � atfi�� ' r m ¢� Proposed I Y Septc X Ba rv , -. Prop05ed CX I Guest House Qo /6.3± /5.5± F xx)) f-� •c ; c� CUS > 4 Existm J� GE07Z'XTILEFABRIC Carriage i>7 i� pNPLACEOF//Wt-//2'PEA5TONE) . --4'- -5.5'- -8.5` �8,5'-- -8,5'- 8.5'-- 4-4 g /6.00 /5.50 /5.25 /S.CkJ House f ��'Exi5ting _ � /4.83 /4.70 iV ni 3/4"- /-//2"STONE 50.5' I/ Septic m Basement -` Floor Proposed7��=8•0+ Gas� e 12.70 PLAN VIEW Longest Run 72± BrO e 5t 12' -4 �-- 17 12` SCALE: I" = I O' 1500 GALLON DB-6 I71/E(5)5HOREY PRECA5T 500 GALLON EL=7.0±Bottom of Test Ho% p /'+ q/(� (1-1-20 Rated) LEACH CHAMBERS WITH 4'OF 5TONE House 5f/ /7_1 TA/V/\ Existing D-BOX ALL AROUND LEACH CHAMBERS FLOW PROFILE ' ���� NOT TO SCALE I T E LO C U NOT TO SCALE TEST HOLE LOGS G \ � o ASSESSORS REF.: OVERLAY DISTRICT: Test Hole#I (EL=17.5±) Test Hole#3 (EL=17.0±) 15 `� + Map 7J Parcels 19-1 & 19-2 AP - Aquifer Protection District Depth Layer Soil Class Soil Color Comments Depth Layer Soil Cla55 Soil Color Comments \ !`� ZONE: 0"-2" A Medium Sandy Loam I OYR 3/3 0"-3" A Medium Sandy Loam I OYR 3/3 II Pam/ RF-1 FLOOD ZONE: E Medium-Coarse Loamy Sand I OYR 5/2 3"-9" E Medium-Coarse Loamy Sand I OYR 5/2 ; \ 20 Area (min.)(min) 20' SF (RPOD) Zones: X, AE(EL12), dt AE(EC13) G"-30" B Medium Loamy Sand I OYR G/8 9"-25" B Medium Loamy Sand I OYR G/8 \ \ \ Frontage (min) 20' Based on Map 1 30"-120" C I Medium-Coarse Sand 1 OYR G/4 Perc @ 30" 25"-120" Cl Medium-Coarse Sand I OYR 6/4 Perc @ 42" �DQ o Width (min) 1 5' 14 �� �� t - ( Setbac s: My 1C0543J f ~`' Front 30' July 16, 2014 Side 15' �qye St Rear 15' I , Test Hole#2 (EL=t 7.7±) Test Hole#4 (EL=17.6±) J � �'� ,.,,-f � � Lek FOgce Bey 2 Y W/F � o Depth Layer Sod Class Sod Color Comments Depth Layer Sod Cla55 Soil Color Comments 1.) The property line Information shown was - 4 compiled from available record information. " " r C° ` The topographic Information was obtained O"-3' A Medium Sandy Loam I OYR 3/3 O-3 A Medium Sandy Loam I OYR 3/3 G ,N o -� an survey a on J 3"-7" E Medium-Coarse Loamy Sand I OYR 5/2 3"-I O" E Medium-Coarse Loamy Sand i OYR 5/2 '- ,` •9 15354 37 2 tom a the ground nroy performed 7"-25" B Medium Loamy Sand I OYR G18 1 O"-29" B Medium Loamy Sand I OYR G/8 ' or between 4 and ti. Q 1�1NAR�1 21�JUL�1 25"-120" Cl Medium-Coarse Sand I OYR G/4 29"-120" Cl Medium-Coarse Sand 1 OYR G/4 'Buffer 3.) The datum used is NA VD 88, a fiked mean sea level datum. : F. Zone / t M DATE OF TESTING: 0911911 G 2 '��• /✓ SOIL EVALUATOR: LINDA J. PINTO, P.E., OCEANSIDE SEPTIC, INC. \`.t j i 4�„ hares �_ BOARD OF HEALTH AGENT: DAVE STANTON, BARNSTABLE HEALTH DEPARTMENT 5 u r 1..: / j✓. O'B ff e PERCOLATION RATE: LESS THAN 2 MIN/INCH IN "C" LAYER I;" " J / / Zone STING SPOT GRADE NO GROUNDWATER ENCOUNTERED I CERTIFY THAT I AM CURRENTLY APPROVED BY THE ♦ ' ' // ��� //` `� '1 S� / I 24x5 RIOPOSED SPOT GRADE I Deciduous Tree DEPARTMENT OF ENVIRONMENTAL PROTECTION PURSUANT TO I ` / / // Y O -_- ,, 3 10 CMR 15,017 TO CONDUCT 501L EVALUATIONS AND THAT �` __. g r EXISTING CONTOUR C` I / , r / y I.� 4 THE SOIL ANALYSIS HAS BEEN PERFORMED BY ME CONSISTENT O a ___.. I 24 PROPOSED CONTOUR +� � `�` / �� • / � " , � � + Coniferous Tree WITH THE REQUIRED TRAINING, EXPERTISE, AND EXPERIENCE ! 1M WATER SERVICE LINE / f !7 1 � I DESCRIBED IN 310 CMR 15.017. 1 FURTHER CERTIFY THAT THE 'PO, �7 t� i O OVERHEAD UTILITY LINES r . p RESULTS OF MY SOIL EVALUATION AS INDICATED ON THE CONSERVATION NOTE• - // off > °j� I Cedar a UNDERGROUND UTILITY LINES ATTACHED 501L EVALUATION FORM, ARE ACCURATE AND IN 1 a,._ a•, ACCORDANCE WITH 3 10 CMR 1 5.100 THROUGH 1 5.107 c° a .a '� "f` / LINE a , �;� /' a ., f%f / f I OP OF BANK L 1 ,) LIMIT OF WORK SHALL BE AS SHOWN. A ROW OF DOUBLE STAKED Holly f �a ,V 1 V, / y5•° ofl HAYBALES SHALL BE CONSTRUCTED ALONG THE LIMIT OF WORK LINE J'it ` fi / / / 'f/ -e--o-- LIMIT OF WORK PRIOR TO THE COMMENCEMENT OF ANY WORK. Z� a \ � a 2 -„ 4Y 4 .,. ,, �, Z- :\ < ! /f _ � EDGE OF CLEARING / DB / Andromeda Linda J. Pinto, Certified Soil Evaluator r 4 ° n $ JfENCE 2. ALL DISTURBED AREAS SHALL BE LANDSCAPED. PLANTINGS SHALL // ; s TEST HOLE LOCATION INCLUDE A MIXTURE OF INDIGENOUS SHRUBS AND GROUNDCOVER tQ �a � �;-� �,� _ FROM THE APPROVED PLANT LIST. i \\ \�`� / ' O CBjDH Concrete Bound �, � o LCB-Lind Court Bound sT SEPTIC TANK I D 5TR15UT ON BOX BUILDER AND OWNER SHALL REVIEW THE ORDER OF _ ,`tom \ e !dmd t �J '` _ 10 ® Ba5m DB 3.)CONTRACTOR, o �, v ti - Catch 10 TO AND DURING CONSTRUCTION. / W _� ,,. / '` p p g SAS 501L ABSORPTION SYSTEM Q a a TP-4 s t;h s !i Landsca e S of Lr ht CONDITIONS PRIOR / , TP'3 / URE USE r _.,._ i n, o Reserve R FUT t b 1 y to X / / a./( c OverheadWires= 10 ) ; .o° a To Gr�St 3 dr 30 / ne fib I -onw- e Contour UTILITY OLEO a g, a p o ho Elevation�� f �s 1 ar ra ;) �. '` Fn _ e,./ CATCH DA51N CONSTRUCTION MOTES ,a� 4 4 4 F Z ......-. E­­ n e un Utility Line / as o EMP I Gh ce \G ,� 'J U d rgro d U 6ty G s r 0 4 e 'r datrory A�r�a / ' FIRE HYDRANT f a � FL � . r '� I LPG oJ I,)ALL WORK SHALL CONFORM TO THE STATE ENVIRONMENTAL CODE,TITLE 5(3 10,CMR ` , / o GUY 1 5.000): STANDARD REQUIREMENTS FOR THE SITING, CONSTRUCTION, INSPECTION, UPGRADE, -. a r e .1 g. e, d �,' O� r �'10 VP�I✓ �'� 0 CONCRETE BOUND +, s 4 AND EXPANSION OF ON-SITE SEWAGE TREATMENT AND DISPOSAL SYSTEMS AND FOR THE .,,. TRANSPORT AND DISPOSAL OF 5EPTAGE, AND THE LOCAL BOARD OF HEALTH REGULATIONS, , Ma.ono- IA/`` / / � `` .- F i / / (� v✓ ' 2.) ANY SEPTIC SYSTEM COMPONENT INSTALLED IN A LOCATION WHERE THERE IS POTENTIAL Q ` 1 2 sl 1 t alkway a \ e �, 1 4 ° 5' FOR VEHICLES OR HEAVY EQUIPMENT TO PASS OVER IT SHALL BE DESIGNED TO WITHSTAND AN 0�7 Sy 8 4'9ta, H-20 LOADING. IF UNDER AN IMPERVIOUS SURFACE, SYSTEM SHALL BE VENTED TO THE \ `-yam a �/ t" i f � Lq ATMOSPHERE. � � ',`� 4+ �`'� � S � � I 3.)TO MINIMIZE UNEVEN SETTLING, SEPTIC TANKS SHALL BE INSTALLED ON A STABLE el E-oete� ', % \ �� �\ S ! MECHANICALLY-COMPACTED BASE ON SIX INCHES OF CRUSHED STONE. t �/ \ \ ?0 9R �_ �I x ;.' % / Stone II V .- Terrace 4.} COV14 ERS OVER THE INLET AND OUTLET TEES OF THE SEPTIC TANK,THE DISTRIBUTION BOX, \ : % k v AND THE SOIL ABSORPTION SYSTEM SHALL BE RAISED TO WITHIN G"OF FINAL GRADE. LEACHING FIELDS, TRENCHES, AND OTHER 501E ABSORPTION SYSTEMS WITHOUT ACCESS / -� _ / � `� O �\ `, APProx Septic i MANHOLES SHALL HAVE AT LEAST ONE(1)INSPECTION PORT CONSISTING OF PERFORATED 4" u �, As-Per.As-Bu11t, / o I O - TOO r' i �,�� •..\} b �, ` \..._ cars �' � - � '•., 44 PVC PIPE PLACED VERTICALLY TO THE BOTTOM OF THE 501L A550RPTION SYSTEM WITH A CAP, r - o - . .- TIED WITH MAGNETIC MARKING TAPE, ACCE551BLE TO WITHIN 3"OF FINAL GRADE. rya 263 v_ 5.)PIPING SHALL CONSIST OF 4"SCHEDULE 40 PVC OR EQUIVALENT. PIPE SHALL BE LAID ON A j ^ MINIMUM CONTINUOUS GRADE OF NOT LESS THAN 2%FROM THE BUILDING TO THE SEPTIC „�' ` "'Y /C3 /3 TANK,AND NOT LESS THAN 1%OTHERWISE. *9 �� �Q .y1� 574.,Or' .110 G.) DISTRIBUTION LINES FOR THE 501L ABSORPTION SYSTEM SHALL BE 4"DIAMETER 5CHEDUI E \ 1 , f Q 40 PVC(OR EQUIVALENT) LAID AT 0.005 FT/FT. UNLESS OTHERWISE NOTED. LINES SHALL BE �yo F' �' \ F I p E-t3ox'-"` Vood ', o / a CAPPED AT END OR AS NOTED. (t f / Stairs a��. • o Ram o� 1- E o 13 Mutch Path �. ca f 7,)LINES FROM THE DISTRIBUTION BOX TO BE LEVEL FOR THE FIRST TWO(2) FEET BEFORE r M1 PITCHING TO THE SOIL ABSORPTION SYSTEM. DISTRIBUTION BOX SHALL BE WATER TESTED TO Wood Pier ASSURE EVEN DISTRIBUTION. 15ty ed Jo E3-4 8.) GROUT TO BE USED AT ALL POINTS WHERE PIPES ENTER OR LEAVE ALL CONCRETE � ; p 1 5 305 STRUCTURES IN ORDER TO PROVIDE A WATERTIGHT 5EAL - �t s t T �o ', y, . .-- _. :4nnua/Chang*- `�` � 14 �.n ,. g ,2`ry ' 1._ 9.) HEAVY EQUIPMENT SHALL NOT BE ALLOWED TO OPERATE OVER THE LIMITS OF THE SEWAGE t = s -- _ E 7N QF M DISPOSAL FIELD DURING THE COURSE OF CONSTRUCTION OF THE SYSTEM. �• ` • F MA Zone ' ,, : / !� t 10,) IN ACCORDANCE WITH 3 10 CMR 15.22 1, ALL SYSTEM COMPONENTS SHALL BE MARKED = LI'NDA J. y� r WITH MAGNETIC MARKING TAPE, p NY� + Lawn 1 1.)THERE ARE NO KNOWN WELLS WITHIN 100'OF THE PROPOSED SOIL ABSORPTION SYSTEM. MASONRY, of f �o ,per l , N 12.) FROM THE DATE OF THE INSTALLATION OF THE SOIL ABSORPTION SYSTEM UNTIL RECEIPT .o OF THE CERTIFICATE OF COMPLIANCE,THE PERIMETER SHALL BE STAKED AND FLAGGED TO ` - =awn49 PREVENT USE OF THE AREA THAT MAY CAUSE DAMAGE TO THE SYSTEM. / ` � � � ` d c�� Y T^��/s o _� \ F9 - � } � ` `� � `, S/DIVA L E• . off, } 6� = ,� u 13.) THE DESIGNER WILL NOT BE RESPONSIBLE FOR THE SYSTEM AS DESIGNED UNLESS n CONSTRUCTED AS SHOWN ON PLAN, ANY CHANGES SHALL BE APPROVED IN WRITING BYTHE f / DESIGNER. z t�� 5cS 0 N = L REV15 O 1 /O i/1 : Relocated Septic Tank, Deleted Pump Chamber, Deleted Variance Reque5t5.G 14.}THE BOARD OF HEALTH REQUIRES INSPECTION OF ALL CONSTRUCTION BY AN AGENT OF ` REVISION I I/28/I G: Deleted"Local U rode A rovais"and"Town Definition" t/ THE BOARD OF HEALTH AND THE DESIGNER. THE DESIGNER SHALL CERTIFY IN WRITING THAT /,` � � � f . c`�rn pg pp THE SEWAGE DISPOSAL SYSTEM WAS INSTALLED IN ACCORDANCE WITH THE TERMS OF THE label on To of Bank i PERMIT AND THE APPROVED PLANS. 48 HOURS ADVANCE NOTICE IS REQUESTED. o >o �L CV`w \ I p 15.) LOCATION OF UTILITIES 15 APPROXIMATE AND CONTRACTOR SHALL BE RESPONSIBLE FOR . ' FXI517IyG TE Pr p red for. r •- kRgc '".. ' e a ' DETERMINING THE LOCATION OF ALL UNDERGROUND AND OVERHEAD UTILITIES PRIOR TO „� = E ! Survey B COMMENCEMENT OF ANY WORK. TH15 INCLUDES, BUT 15 NOT LIMITED TO, REQUESTS TO y Michael Prentiss Y DIGSAFE, ANY PRIVATE UTILITY COMPANIES, AND THE LOCAL WATER DEPARTMENT, Pool 1 I ' _ �� �,� CapeSury Address MA SYSTEM DESIGN CALCULATIONS �- l .r ; = �., f � 23 West Bay Rd, Suite G I G.)CONTRACTOR SHALL VERIFY THAT ALL WA5TEUNE5 ARE CONNECTED BY WATER TESTING i / I / Pro osed 5ewa e Di5 oral a stem WITHIN THE DWELLING PRIOR TO INSTALLATION OF ANY SEPTIC COMPONENTS. Osterville MA 02655 p g � Y SEWAGEDL=5IGNFLOWRI:QU/RL`D:3BEDROOMDWELLINGQa 1/0GP9/5E9RO0M oV� 't l �1 (508)420-3994/420-3995fax 18 Sand Point Rd., Osterville, MA 17,)CONTRACTOR SHALL VERIFY EXISTING INVERT ELEVATIONS PRIOR TO INSTALLATION OF ANY - 330 GPD REQU/RED ^c?( SEPTIC SYSTEM COMPONENTS. 5EWAGEDESIGNFLOWPROVIDED: FIVE(5)500GALLONLEACHCHAMBERSWITH / I �r / Prepared by: 18.) INSTRUMENT SURVEY CONDUCTED FOR PROPOSED WORK ONLY. SITE PLAN SHALL NOT BE 4'OFSTONEALL AROUND �, 20 Rascally Rabbit Road USED FOR STAKING, OR ANY OTHER PURPOSES. Marstons Mills,MA t/t-((50.5x /2.63) + 2(50.5 + /2.63)x 2Jx.74 02648 �e 1 9.)TH15 PLAN DOES NOT CERTIFY, GUARANTEE OR WARRANTY COMPLIANCE WITH DEEDED OR = 666.9 GPD PROVIDED SITE PLAN ZONING BYLAWS, SPECIFICALLY, BUT NOT LIMITED T0,SIDELINE SETBACKS AND BUILDING HEIGHT RESTRICTIONS. OWNER 15 RESPONSIBLE FOR OBTAINING SUCH A DETERMINATION FROM 666 GPD PROt//DED 330 GPD REQUIRED L� � ' INSPECTION NOTE: „ - THE APPROPRIATE AUTHORITY. _ SCALE: 1 - 20 SEPTIC TANK CAPACITYREQUIRED: 330 Gf OX 200% =660 GAL. REQUIRED l / SEPT/C TANK CAPAC/TYPROI//DED: 1500 GALLON PROI/IDED(MIN/MUM ALLOWED) PRIOR TO FINAL INSPECTION BY THE ENGINEER,SYSTEM / J / / O 20 40 60 20.)TEST HOLES COMPLETED PER STATE ENVIRONMENTAL CODE,TITLE 5. 50IL5 CAN BE I' VARIABLE AND TEST HOLE DATA 15 NO GUARANTEE OF SOIL CONDITIONS IN OTHER AREAS. IF NEEDS TO BE COMPLETE INCLUDING BUILDUP FOR COVERS. A ! , l / j 1 ( A. M. Wilson Associates Inc. LNGINi�f1=! INGA DIVISION SOILS DIFFER FROM THOSE SHOWN IN THE SOILS LOGS, DESIGN ENGINEER 15 TO INSPECT THE A GARBAGED/5P05AL/5 NOT PERMITTED WITH THl5 DESIGN FLOW O ; SCALE 1"=20' 6 4 P.O.Box201, Brewster,MA 02631 Phone:(508)896-1513 SOILS PRIOR TO PROCEEDING WITH INSTALLATION OF ANY SEPTIC COMPONENTS, C:\Ocean5rde\I1W-sand Pomt\AW-Sand Point-SDS Plan.dwg 508 420 9792 FAX 420 9795 Date: 10J 18J i 6 Scale: As Shown By: LJP I Check: DAN I Project No.OS 16404 I