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HomeMy WebLinkAbout0037 PRINCE AVENUE - Health A= 077-002-001 Y m� rS 7"or1 f c PYo W 3 7 TOWN OF BARNSTABL {q- OATIO Pr to a pyefl�+c le-t I SEWAGE# 7� 3�� ' VILLAGEMOSTo AS M; I IS ASSESSOR'S MAP&PARCEIYWIAP 77 1'Ar. O-D INSTALLER'S NAME&PHONE NO.8e,44 -5t11 e.Ns SS6 8'- 123 7-al Ca SEPTIC TANK CAPACITY 166 O A l l6 N ZA LEACHING FACILITY:(type)Cn,D e k e d kAµ �erf (sizeSad I%a n NO.OF BEDROOMS f i3GA r6 e M'^ OWNER W 11 hc1m t r--A ReNyL y Tcosr PERMIT DATE: f- 6 - O- COMPLIANCE DATE: IAQ 6 17 oli�I a Separation Distance Between the: v\o G(u U N,d e -&A-K a-b Se-r r e d 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 leac ' g facility) Feet FURNISHED BY SCQ- S A;e «f i /A S5 g 440 56, 2S 9 . GI�C �. L;J t 7f P C 7/ 4 -7 9 6 '` 400, r 7/ " ert K efe a r 67 r ' ow 44rI TOWN OF BARNSTABL {/ IerLOCA)lON Tf 'Prtnce 'Ayerwe SEWAGE# 607— 39E- VILLAGEM OSTO(U �Mz 115 ASSESSOR'S MAP&PARCEIMAt 77 rAr, INSTALLER'S NAME&PHONE NO. ':�!644 S h i e LS S'6 a- '2 31"a-R cod SEPTIC TANK CAPACITY I Q D C,A 116 IN LEACHING FACILITY:(type)Cam&c C°k/ks- (size L560 QA i Vft NO.OF BEDROOMS_�Z I3e 6 G v'^ OWNER W VV61l.A RepV y TC0S T- PERMIT DATE: ® COMPLIANCE DATE: AL) 4- Separation Distance Between the: v% b e.Y1K ff 14 Se r Y e 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 leach' g facility) Feet FURNISHED BY ' 0 la �J c C 71 � -71 � - 71 1 z6 � / Pr ` vt be , tlG\V Fee " " J� THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: 1 Yes { � ) PUBLIC HEALTH DIVISION -TOWN OF BARNSTABLE, MASSACHUSETTS 3 ZIppYication for Miopool bp�tem Con5tru>ction Permit Application for a Permit to Construct( . )Repair( )Upgrade�0 Abandon( ) ❑Complete System ❑Individual Components Location Address or Lot No. j/ am+nGA ✓� W'I Owner's Name,Address and Tel. P t01 M k 101 f h_QJ Y141 ram. Assessor's Map/Parcel -]1/0'& s o,- -9b Z In tGe�Name,Address,�n el.No. Designer's�Na Sd(�vss�an%4 Tel lvro� 5U13 7-7 - 72Z- Type of Building: Dwelling No.of Bedrooms _ Lot Size sq.ft. Garbage Grinder( ) Other Type of Building No.of Persons Showers( ) Cafeteria( ) Other Fixtures �// `/� Design Flow `TO _ gallons per day. Calculated daily flow q qo gallons. Plan Date I Number of sheets l Revision Date t-e - Title w;w pk 1^ L& Size of Septic Tank Type of S.A.S. wt Description of Soil SLcf!S u w. 4:6 �i r,d�. S rl%—j 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 Environmental Cade and not to place the system in operation until a Certifi- cate of Compliance has been issue y this Board c ea*hl- Si ed-- Date Application Approved Date 6 Application Disapproved for the following reasons Permit No. Date Issued N, � o � t'11>, c7 '��i-��. / )�'� : i Fee 4 Entered in computer: �,,�THE�COMMONWEALTH"OF"MJ�SSACHUSETTS - -Yes , +, PUBLIC HEALTH DIVISION -TOWN OF"BARNSTABLES MASSACHUSETTS i Z(Ppricatiott for OiOboar *pzte* Con!gtruction Permit ry Application for a Permit to Construct( . )Repair(. )Upgrade)Abandon( ) ❑Complete System ElIndividual Components $., r' Location Address or Lot No. rj/Pi Ac,. AVM— to+ Owner's Name,Address and Tel.No. JCL Q t�w.s�tr r M 1 is I hA.l V-A,ro, f lca t Tw st- j Assessor's Map/Parcel -7 1/o_2 Pa (S a* `79i Z � az6sS� In ler's Name,Address,and�el.No. ` $79Designer's Nalne,Ad ess and'Tel.NYo� (r+44 SH!E-e0 *cr✓/ I /PI.GI, �j, 1Y11Wt�O - �} 3r ✓ ,Psi c L 12� OS 7$ IuaY� Shr 5U ' Z�1- 7SaZ Type of Building: ri _ Dwelling No.of Bedrooms Lot Size I tki%1,0(0 sq.ft. Garbage Grinder( ) Other -Type of Building No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow gallons per day:Calculated daily flow 40 gallons. Plan Date 8 7 O Number of sheets Revision Date Ino- Title ARAc. r Size of Sep c Tank Type of S.A.S. hit Description of Soil _14" r. d-& Gr. iaa_ Saint� Nature of Repairs or Alterations(Answer when applicable) fi 4 w Date last inspected: Agreement: ' The undersigned agrees to ensure the construction and maintenance of the afore described on-site sewage disposal system in accordance with the provisions of Title 5 of the Environmental Code and not to place the system in operation until a Certifi- cate of Compliance has been issuedt�y this Board of ea`lth. Signed— Date Application Approved by Date (� Application Disapproved for the following reasons ��7� Permit No. r)r)c Date Issued /n< ---—————————THE COMMONWEALTH OF MASSACHUSETTS —————— I BARNSTABLE, MASSACHUSETTS Certificate of (Compliance THIS IS TO CERTIFY, that the On-site Sewage Disposal System Constructed( )Repaired( )Upgraded't) ` Abandoned )by (b�/at C/ r r � A. t r #V 4 Aes 10 LPS YUtJWf &,4 . has been construct d i accordance with the provisions of Title 5 and the for Disposal System Construction Pe t No. zidated b Installer �/'< ��/, /�S� Designer r ,Y VI V? The issuance of this permit shall npt be l onstrued as a guarantee that the sys�e � wll functils desi ed. Date eS- o,J Q t IL /10 Inspector / ._— - � � Q --------------------- No. �Q�-- Fee THE COMMOPrWEALi H OF 141ASSACHUSETTS PUBLIC HEALTH DIVISION - BARNSTABLES MASSACHUSETTS Mioponl *p5tem Construction Permit Permission is hereby granted to Construct( )Repair( -)Upgrade( )Abandon( ) r System located at S"'r/ �/ i 14 ( ( lA Ur /."e,4 h,?A e D tf 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 dat off this permit. Date:_ ' �- %,`"7 Approved by Town of Barnstable ' pFSFIE..r ` Regulatory Services Thomas F. Geiler,Director a Public Health Division 00 a Thomas McKean,Director 200 fain Street,Hyannis,MA 02601 Office:.508-862-4644_ -fax: 508-790-6304 Installer &Designer Certification Form Date: Designer: i Installer: Address: . i4 *-Itq1 Address: On � ��L� was issued a permit to install a (date) (installer) septic system at ���� 44A based on a design drawn by (address) dated �D l esi er 1 certify that the s tic system referenced above was installed substantially a&ordi ig-to she design, which may include minor approved changes such as late.telocatian of the dlistribution box and/or septic tank. I ceitif_YAhat the septic system referenced above was installed with°.W. a r_char es' greater than'10' lateral relocation of the SAS W-any vertical relooahon of any component of the.septisystem)but in aecordauce with State&Local,Regiilafiions. Plan revisoxk or certified as-bruit"by designer-t6 follow. jv_,a� -1-11/2-0—& Qnst er s Signature) . r cn. 4,'iASaN M D er s Si ature) (AIIX er's$tamp Here) PLEASE RETURN TO ARNSTA,1�1;VPUBLIC..HEAL'TH DIVkS O N. RTYk'iCATE Off'- CONLIP]L,IANCE WWILLU`NOT SSUED: E `: j_ BOT$ �T1HIS�FURM BUILT CARD ARE RECEIVED R'Y 'HE:BAIL, ETABLE PtTBLI.C� DMS16N TRANK YOIJ. . Q: llealth/Septic,Designer Certification�Forr i, 11/16/2018 AsBuilt TOWN OF BARNSTABLE LOCATION 5'1 Pf t'A c e YA O erW c 1...-,,+ ! SEWAGE#,Po0 7- 39E VILLAGEW)( TORS M; 11S ASSESSOR'S MAP&PARCELmAP77z rAr, 0,D INSTALLER'S NAME&PHONE NO. 44 Sdt i r 0 S6$' a-`l�a SEPTIC TANK CAPACITY 166 0 6AI16ON LEACHING FACILITY:(type)Ctitp c e d e C16A04 b d fT (size 50 1!S n NO.OF BEDROOMS.�Z OWNER W TC y S TT PERMIT DATE: d7"" ( - 07 COMPLIANCE DATE: AU 6 i 7_ 26 l a Separation Distance Between the: .\. G I u b w v�•�e� Q b Se-r✓[d Maximum Adjusted Groundwater Table to the Bottom of Leaching Facility Feet Private Water Supply Well and Leaching Facility Of 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 o11 eachi g facility) f Feet FURNISHED BYG.e�cf O -____.� /A 55 \� 0 Sq a d ell �n I t '71 7! -6 9 t7 _7 9 6 if 71 http://issgl2/intranet/propdata/prebuilt.aspx?mappar=077002&seq=3 1/2 11/16/2018 AsBuilt http://issgl2/intranet/propdata/prebuiIt.aspx?mappar=077002&seq=3 2/2 l G,C. C- Ate? FL, n c awl-- � s i 5 et :a o � l3d y a S\ r d `f Bk 30126 P928 6 2 4 a 0 11-30-2016 & iG1 m 22P QUITCLAIM DEED 1, SUSAN M. CROCKER,Trustee of the WILHELMINA REALTY TRUST,under a declaration of trust dated December 28, 2001 and recorded with the Barnstable County Registry of Deeds in Book 14639, Page 342(the"Trust") For consideration paid in the amount of less than One Hundred Dollars Grant to SHARON L. CROCKER with a mail address of P.O. Box 582, Osterville, MA 02655 (the"Grantee") With QUITCLAIM COVENANTS That certain parcel of land together with the dwelling and other improvements located thereon and situated at 37 Prince Avenue, Barnstable(Marstons Mills), Barnstable County, Massachusetts and described as follows: LOT 1 shown as containing 14,408 square feet of land on the plan prepared for WILHELMINA REALTY TRUST dated November 7, 2006 and recorded with the Barnstable County Registry of Deeds in Plan Book 665, Page 39, Said LOT 1 has the benefit of a variance decision issued by the Barnstable Zoning Board of Appeals recorded with said Deeds in Book 29789, Page 302. Being a portion of the premises conveyed to me by deed recorded with said Deeds in Book 14639, Page 345. I, Susan M. Crocker, hereby certify that: 1. I am the current, sole trustee of the Trust and the Trust is in full force and effect and has not been modified or amended; 2. I have full power and authority to execute, acknowledge and deliver the within deed to the above named.Grantees for the consideration stated herein; 3. I have been authorized by all of the beneficiaries of the Trust to take the above action; and 4. All of the beneficiaries of the Trust are natural persons, of full age and competent to act. a i s Bk 30126 Pg29 #62400. Executed as a sealed instrument this 30`h day of November, 2016 SAN M. CROCKER,Trustee COMMONWEALTH OF MASSACHUSETTS Barnstable, ss: On this 30t' day of November, 2016, before me, the undersigned notary public, personally appeared SUSAN M. CROCKER, as Trustee aforesaid, and proved to me through satisfactory evidence of identification, which was a driver's license, to be the person whose name is signed on the preceding or attached document, and acknowledged to me that she signed it voluntarily for its stated purpose. i BERNARD T. KILROY Bernard T. Kilroy,Notary Public NOWY Public C0MM0W&jLW OF MASSACHUMTS µy (,'Ot1 miSpj6n ExP096 August 12, 2022 My commission expires:August 12, 2022 BARNSTABLE REGISTRY OF DEEDS Jahn R Meade, Register i LOT 1 4 BEDROOM SYSTEM PROFILE I I 1•�` ':3/4'-1.'S•WASHED STOLE •!�• 'a.3.a'. `y• t SYSTEMNOTESs NOT TO SCALE NOTES: : ' ' 1.'ALL SYSTEM COMPONENTS SHALL BE INSTALLED IN ACCORDANCE WITH TITLE V OF THE STATE SANITARY CODE DATED 4/21/06, AS AMENDED O I. SYSTEM COMPONENTS ARE bff DESIGNED FOR H-20 LOADING REQUIREMENTS 12.0' yes' ,4AW . 4 CHAMBERS• THROUGH THE DATE OF THIS PLAN, & ANY LOCAL. RULES & REGULATIONS APPLICABLE . 2. SEPTIC SYSTEM DESIGNED WiTH OUT GARBAGE GRINDER DISPOSAL APPROXWTE TOP 0P APPROWAIE TOP OF �: 3.a.. 2. ANY CHANGE M THiS PLAN MUST BE APPROVED IN WRITING 8Y FDNSH FLOOR • 37.0 FnU1�AT10N - 3eo ',, •'�., :." .• '.r'.. WRITTEN PRIOR APPROVAL BY THE ENGINEER. THE ENGINEER. 11.E1NATI0N INFORMATION MUST NOT BE CHANGED WITFNOUT r t 1 EOM GRADE - 33.0 SEr AT LEAST ONE MANHOLE FRAME X a: COVER ro WITHIN FNSH GRADE. 3. WHEN CONSTRUCTION S COMPLETED, PRIOR TO BAq(FlLLING, NOTIFY THE BOARD OF f#iQI.TH AGENT AND ENGINEER FOR INSPECTION. , RISERS ! COMA SHALT. BE WATERiWIT TO E0•FGG��� RISERS & COVERS SHALL BE WA70MOtr �N OF SOL SYSTEM 1MTH 4. ALL SANITARY DISPOSAL SYSTEM PIPING TO BE 4" SCHED 40 PVC. UNLESS OTHERNISE NOTED HEREIN. SITE I7 GIb1DE OVERFTAW - s FINISHED GRADE OVER a Soot - 21.0 No SCALE 5. EXCAVATE UNSUITABLE MATEM IF NECESSARY, TO THE 'B' OR 'C HORIZON' , FOR A HORIZ. DISTANCE OF 5' SURROUNDING THE LEACHING 4. SCH 40 PVC MIN. MAIDA N GRAM OVER won SY51EA1 - HELD, AND REPLACE WiTH CLEAN SAND PER 310 CUR 15.255 TO THE TOP ELEVATION OF THE SAS L- W S-1&172 7 LFM4' 20.5� (t= MIN ALLOWED) pi, @S � PVCFIRST r TO BE LEVEL 98 : Cowr 6. INSULATE ALL PIPES AGAINST FREEZING AS REQUIRED WHEN LESS THAN Y OF COVERNv our - 3DA � �' �s-2.ox LONCEsr PIPE tENCIw • 2e' OF!f=N�' ooueLE 3r (rtax3 Cowrw N- i 9 �- IBM r: es-ear NOW PEAS1ONE ELEV-tS,92 INsrALt arE II�E�io� Poor r0 7. THE SEPTIC SYSTEM DESIGN Q�� INCLUDE GARBAGE GROW �.Wnm a OF FINISH GRADE GAS BAFFLE 2• 4• sal. 40 PVC a.� CONCRETE LFApiAi6 CIIAMBFRS CONNEL710N 8. THE CONTRACTOR SHALL CONTACT DIG SAFE (AT 1-888-DIG-SAFE) AND WTILITY COMPANIES TO LOCATE ALL DMING UTILITIES, AT REINFORC ED 14 NV IN-te t Stw our-te.N4 r.v::��-r�,. .•{�^� LEAST 72 HOURS BUM THE START OF CONSTRUCTION. THE CONTRACTOR SFWl DETERMINE THE EXACT LOCATION, LOTH HORIZONTALLY AND CONCREJE 6. I 'N Nv N-teA ^::;'; VERTICALLY, OF ALL EXISTiNG UTiLITTES BEFORE THE START OF ANY WORK. THE LOCATiO)N OF EXISTING UNDERGROUND UTILITIES ARE SHOWN IN AN J~ l STONE BASE , ':•:: '• :•_Yr .,•.•• o 0 0 0 90 0 _ APPROXIMATE WAY ONLY, MAY NOT BE LIMITED TO THOSE SHOWN HEREON AND HAVE NIOT BEEN INDEPENDENTLY VERIFIED BY THE OWNER OR ITS & STONE QF � ' . y';:: ,': _,::.` -;••: EL.-t6A REPRESEIVTATNE THE � AGREES TO BE FULLY RESPONSIBLE FOR ANY AND TALI. DAMAGES WHiCH MIGHT BE OCCASIONED BY THE sr CRUSHEDTON 5' f�N �i - oNE COMPACTORS FAILURE TO LOCATE THE UTRITIES EXACRY. IF ELEVATION INFORMATION IDIFFE'RS FROM PLAN INFORMATION. THE CONTRACTOR SHALL ►' BOX No aroiridwaa► of DD • NE Los 140T►FY THE ENGINEER IMMEDIATELY FOR POSSIBLE REDESIGN. AT UTILITY CROSSINGS, VERIFY IN FIELD THE LOCATION / INVERTS OF ELECTRIC, GAS, TELEPHONE O DATA/COMM AND RELOCATE NF CONFLICTING WITH PROPOSED INVERTS PER THE ENGINEERS DIRECTION. THE CONTRACTOR SWILL e RO�TONDO Sn50o OR EQUAL ROTONDO DB-3 OR EQUAL. PRESERVE ALL UNDERGROUND UTILITIES AS REQUIRED. TO BE IWALLED ON A LEVEL.STABLE BASE + TO BE WrALLED ON A LEVEL STAaE BASE (SAS) sEPrlc TANK m BE NSP©cTm CLEANED ANNUALLY r 3 anLETs NIS 9. PC PROPOSED UTWTY CONNECTIONS SHOWN HEREON ARE SCHEMATIC. FINAL. LAY= SHALL BE AS DETERMINED BY THE APPROPRIATE UTILITY LOCUS MAP Sff VAMOLE �"E CM NOT TO SCALE LOT EACHflVQ REA *1 RE S TO WITHIN r OF FNISH GRADE (LOCKlABLO. N MITA -BEDR A SYSTEM COM BE NITERTiGHr DO DOUBLE t)L' 8'-4 r s� RESIDENTIAL- 4 BEDROOMS t1AsF1ED STONE x 110 GPO/,J mm Y PEA --I 20" DtAI- TOTAL DESIGN FLOW - 440 GPD J GARBAGE GRINDER NOT INCLUDED = N A FLOC LNE tt• O ® -1- . 0 I PROJECT BENCHMARK : NGVD E>fFJC11VE ;�'�4 .; 5c.'7vtix �•; ��"'s�� . _ PERC RATE CLASS 1 24 �. « .: ;4w>� _. = = C1 , p p ® p p p p N ' CJ! TBM PK SET O ELEV. 21.93' <2 MIN. /JNCH ( ) DEPTH .. .ter z; is LIAR =RATE GPD/S.F. 3.a• 40 3.a' 0 p ®-�p p p 0 f ;> ZONING DISTRICT RF (-r� 1r11N. LE�4CHING AREA OF S.A.S. gEoutRED: 8 s �-,-� f-''1 _. RESOURCE PROTECTION OVERLAY DISTRICT 440 GPD/ 0.74 GPD/S.F. - 595 S.F. MIN. tr / S O / � � OVERLAY DISTRICT AP (AQUIFER PROTECTION) PROPOSED SYSTEM: , Tl y FRONT YARD = 30' SIDE YARD - 15' REAR YARD = 15' 4 - 500 GALLON PRECAST CONCRETE CHAMBER UNITS NO SCALE WITH 3.6' OF STONE ON SID& 1' OF STONE AT ENDS i��� // �� SiDEWALL AREA: 36' + 12'2 x 2' DEPTH = -' � 2 q ' / N �' LOCUS PROPERTY IS SHOWN AS: BOTTOM AREA: ( ) 192 SF + J ,' X 2 3, Ln ASSESSOR'S MAP 77 - PARCEL 02 (36' x 127 = 432 sF - - OWNER. NnLHEL�MiNA REALTY TRUST - n _ SUSAN M. CROCKER, TRUSTEE TOTAL EFFECTIVE LEACHING AREA = 624 SF SYSTEM DESIGN CAPACITY = 624 SF x 0.74 cPo/sF = 462 c;PD RIP- RAP S L 0 P E "/ ;- - J ; l - - --� z 51 PRINCE AVENUE SEPTIC TANK SIZING: 482 GPD x 20OX - 924 GAL P.O. BOX 582 _ 3 S, 7c `'�= I OSTERVIilE. MA 02655 USE 150o GALLON rAWK MIN. Ir , l 2 ' ( COMMUNITY PANEL NUMBER 250001 0018 5 THE FLOOD INSURANCE RATE MAP DEFINES THIS AREA AS ZONE C, ' �008 DATE • ��/� / S 87.5 �t5» E f 7 AN AREA OF MINIMAL FLOODING. SOIL EVALUATOR: BARNSTABLE BOARD OF HEALTH AGENT STEW MATSON, P.E DAVID STAMON, R.S. ! 103.36p t LOCATION OF UNDERGROUND UTILITIES ARE APPROXIMATE AND TEST PIT 1 TEST PIT 2 APPROXIMATE LOCATION ---� r ! '� � SHOULD BE VERIFIED IN THE FIELD BY THE APPROPRIATE O EXISTING { ' 1 1 STONE DRIVEWAY I UTILITY' COMPANY PRIOR TO ANY CONSTRUCTION G.S.E. 26.0 G.S.E. - 20.5 X 1 J SEPTIC SYSTEM -�'--�OSD 1 �RA, SERVICE S THIS PLAN IS BASED ON AVAILABLE RECORD INFORMATION AND Ap ; 10YR 3/3 : FINE SANDY AP ; 10YR 3/3 ; FiNE SANDY � � } Y Y 1 v v C: ON PLANS AND�0 AN ON THE GROUND FIELD SURVEY BY THIS FIRM LOAM LOAM � + 19" (FLEA 24.42) 22' (ELEV 1&67) EXISTING CESSPOOLS TO BE 1 BM; 7.5R 5/8 ; MEDIUM SAND Br; 7.5R 5/8 ; MEDIUM SAND PUMPED DRY, REMOVED OR , L 0 T 1 1J 36 (ELEV 23.0) 36 (ELEV 17.5) FILLED WITH CLEAN SAND ,� ,�Q) ( O C ; IOYR 7/4 ; COARSE C1 ; 7.5YR 5/8 ; GRAVELY ' / ' ' 14t 40 6 S O. FT. r s MEDIUM SAND MEDIUM SAND / / C{� I 60' (ELEV 21.0) 69" M" 14.75) L A , TP #1 / 0. 3 3 / C R E S x �� J� ' C2 ; I 7/4 ; GRAVELY j COARSE SAND t / ;' �3 120" (FLEA 10.5) NO WATER AT 60" (8" 21.0) NO WATER AT 120" (EL& 10.5) N ( I SITE LOCH RATE- <2 MINAN RATE- <2 MIN/IN CO _ Pr ce Avenue ■ Lot 1 (BY INSPECTION PER HEALTH AGENT) (BY INSPECTION PER HEALTH A(;EH77 �� W / , �' x 2 E>r�' �� , - O CLASS N SOIL CLASS I SOIL- �' > � �, ,' ,o � ,- � �' __4 ,�r' Ma ons Mills, Massachusetts w CESSPOOL x 31,6 ,� s // ��' w - APED FOR Z � 0') Z . , Wilhelmina Realty Trust z { r- .�� ;P.O. Box 582 � 5'0 ,' F / 2 0 0, o �� C'� _ Ostenrille, MA 02655 O °- CESSPOOL / �. / 12 It�.. p o - O / rT� C cco TITLE rile 0 .►�A - E X i S TI N G S I L E S T 0 R Y ,' j / �l � N o z Proposed Septic System Plan ■ Lot #1 � J WOOD E ME COTTAGE , ,� D-BOX m J o -v I 0° r =� BAXTER NYE ENGINEERING & SURVEYING ,^� s LIVING AREA: 432 S o ,b _ z 0 PROPOSED 1500 GALLON y o Registered Professional Engineers and Land Surveyors 78 North Street-3rd Floor Hyannis,Massachusetts 02601 �f �* SEP 1�-G TANK ` x �% TP #2 w rn 0 0 � � � y - �, YEAR BUILT. /18 8 , , / 232 �- O Phone- (508) 771-7502 Fax (508) 771-7622 V � / Z VT1 .� *PER .SSESSORS (� N g RESERVE A� .2y 0 Z 10 0 10 20 Epps rt �' ,' / x 21,1 D awc r11f 0 C � Ns,e�I --1- SCALE IN FEET ��4 BEDROOM 2a,1 SCALE: 1 1 S 85'S1 '37" '' SEPTIC SYSTEM Z J 3 � E o _ 0 190-77 ------ DATE: 08/31/07 a -----�! / 0 a 0 m SDM 09 07 ADDED EXISTING SEPTIC SYSTEM STONE Q N0. BY DATE REMARKS DRIVEWAY a Y BENCH MARK DRAWING NUM3ER TB M P K 0: 2001 2001-115 CIVIL PLO 2001-115-PS.dw ELEV.=21 .93 2001-115 0 N I j j ___ -- err•• LOT I 4 BEDROOM SYSTEM PROFILE :.• - ' 3/4-ts• WASHED STONE NOT TO $CALE ..,. ... - .- ..".. 3.a ' :: 1. ALL Sr, V OF THE STATE SANITARY CODE DATED 4/21/os. As AMENDED Notes: t2.0' es' 4AW 4 CHAMBERS THROUGH �LICABLE 1. SYSTEM COMPONENTS ARE NE DESIGNED FOR H-20 LOADING REQUIREMENTS. 2. SEPTIC SYSTEM DESIGNED WITH OUT GARBAGE GRINDER DISPOSAL 2. ANY C' e"E1i. EIFYATION INFORMATION MUST NOT BE CHANGED WITHOUT APPROXWTE TOP OF APPROaMTE TOP OF WRITTEN FIdSH FLOOR - 37.0 FMODATIM - 3A.0 '�1ARD OF HEALTH AGENT AND ENGINEER FOR INSPECTION. ExtsllNc GRADE - 330 SET AT LEAST 01E YA[4101E FINE r- 38.0 3. WHEN Cv'` u SITE ' 6 oDVER ro wTrltllt 6- OF F1N514 GLADE BET 11NOIOlE FRAIE t COVER RISERS t COVERS SHALL BE WATERTIGHT To WITH IN e• OF GRADE O 1ilSERS t COVERS swill B: WATERTIGHT 600 GALLON PRECA8T LEIICFN(� CHAI�IBER8 4. ALL SAi- _�� OTHERWISE NOT>=D HEREIN. F BD GRADE OVER TEAK • 22� No SCALE 5. EXCAVATE : 4 , FORA HORIZ. DISTANCE OF 5' SURROUNDING THE LEACHING FNSFm GRADE OVER a eox - 2tA FIELD, AND ' :�1/AT10N OF THE SAS. 4' SCH 40 PVC WK 11MN WADE 'OYFR`'`LEIICaF" SY3Ip1 L- W S-1&17% ) 6. INSULAT�• OF COVER. (t.oz wr ALLOWED) -� 'j ...; . • SCH 40 PVC FIRST 2' To BE lEVE1 °'(('"t") o°"•r ,s �D INV OUT - 3u d LONGEST PPE LENGTH - 2e OF K=1�• DOUBLE' 3e• nau Conk *WALL ONE INSPECTION PORT To 7. THE Sh w f!- 19. t0 Afl - OUT- I&B5 r: FES-zox WASHED PFASTO E ELEVml&n WITW 6 OF FWISH GRADE 4 SICK 40 PVC a�r�e� CONCRETE LEJ�OW CFMIEERS CONECIION ` l GAS BARE z• ELEv- ta. <., Y 8. ;:�: I A� AND UITILITY COMPANIES TO LOCATE ALL EXISTING UTILITIES, AT my M-te t swP OUT-ta.54 f: "�'�" LEAST 72 r�x a St ALL DETERMINE THE EXACT LOCATION, BOTH HORIZONTALLY AND CONCRETE-.. t4 N �Nv e►•teA o r� 0 0 0 0 �OM OF VERTICALLY, ? E LOCAIIOfN OF EXISTING UNDERGROUND UTILITIES ARE SHOWN IN AN clwleat APPROXit�:. ,7 HAVE NOT BEEN INDEPENDENCY VERIFIED BY THE OWNER OR ITS ' STONE RASE -s STONE REPRE'SON rJJY AND A1LJ. DAMAGES WHICH MIGHT BE BY THE e'CRu:SHED s, MIN ET_-te oCOMRACI -#"MAITON D IFFE'RS FROM PLAN INFORMATION, THE CONTRACTOR SHALL.- SIONE BASE ` LWALWISED STONE NOTIFY THE -_SINGS, VERIFY IN FIELD THE LOCATION / INVERTS OF ELECTRIC, GAS, V= GALLON OWOOMFARWE SEEM TAW DIBTFOU I ION BOX No aand.oew OLww nd • ET«. 10.5 ADM PER THE ENGINEERS DIRECTION. THE CONTRACTOR SHALL ROTONDO ROTONDO OR EQUAL PRESERVE TO BE IWALLFD OONN A LEVEL STABLE BASE TO B: DWALLED ON A LEVEL STABLE BASE BOLL ABBORPM 8Y8TEM (8A8) LEACHM CHANGER (TYPICAU SEPTIC TAM( TO BE N TOTED t CLEANED ANNUALLY 3 OUTLETS RIXNIRED ► S 9. THE Ph d,la. uYOlur sfuu.l. BE As DETERMINED BY THE APPROPRIATE UTILITY LOCUS MAP LOT•1 LEACHING AREA •1 REQUIREMENTS SET meow E F FINISH 00N0R NOT TO SCALE TO WITT+N e• of FMiSH GRADE (UoacAeLE). 4 BEDROOM SYSTEM RISERS & � SHALL BE VNER I HT -A - tlre' 8-4 (FOR NWECIION � DOUBLE -- ' NITROGEN LOADING LIMITATION: NA WASHED STONE Z 4 RESIDENTIAL- 4 BEDROOMS -I 20• t)IA I- / / TOTAL DESIGN FLOW - 440 GPD 2' ��_S 0=0 o OO 0 0 0 1 •t PROJECT BENCHMARK : NGVD GARBAGE GRINDER (NOT INCLUDED) N/A �� . :y:�J.' C +�`''''="s �� 0 �� 4•a%"� ` t ri' s. ';' O O O 0 O M '/ t 1 : EF�cnrE 24' ��+f*`: `� ���3 O � -r-; r� T.;� I IBM PK SET 0 QFV. 21.93' DEPt!1 • � - j I PERC RATE _ <2 MIN. / INCH (CLASS 1) - . 3.6' 4.6• 3.6' LIAR = 0.74 GPD/S.F. �-� _ „ T ZONING DISTRICT, RF RESOURCE PROTECTION OVERLAY DISTRICT 8-g ��-! E"rl �, OVERLAY DISTRICT AP (AQUIFER PROTECTION) MIN. LEACHING AQE/► OF SAS. REQUIRED: 12' FRONT YARD = 30' I = 440 GPD/ 0.74 GPD/S.F. - 595 S.F. MIN. - SIDE YARD 15 REAR YARD 15 PROPOSED >! CA- a 4 - 500 GALLON PRECAST CONCRETE CHAMBER UNITS NO SME n 00 WITH 3.6 OF STONE ON SIDE; 1 OF STONE AT ENDS LOCUS PROPERLY IS SHOWN AS: SIDEWALL AREA: (38' + 12')2 x 2' DEPTH = 192 SF r = i ASSESSOR'S MAP 77 - PARCEL 02 BOTTOM AREA: (36' x 12') = 432 SF - _ _ -r OWNER: WILHELMINA REALTY TRUST TOTAL EFFECTIVE LEACHING AREA - 624 SF �� - �'`'' ', - �,- .� � ;-� SUSAN M. CROCKER, TRUSTEE 51 PRINCE AVENUE SYSTEM DESIGN CAPACITY - s24 SF x 0.74 GPD/SF = 4s2 GPD ,, `'� PIP - R A.P S!�C!� t .- I 46 GPO x 200x = 924 GAL - � � � � ,•F�-_-''` -� i � - I OSTERVIX AMA 02655 SEPTIC TANK SIZING: 2 t '� ' USE 1500 GALLON TANK MIN. ` -- '�' - COMMUNITY PANEL NUMBER 250001 00180 THE FLOOD INSURANCE RATE MAP DEFINES THIS AREA AS ZONE C, ,� » y r I AN AREA OF MINIMAL FLOODING. BOL Loos DATE 8/03/07 ` ,� S 8 7 5 11,5 o SOIL EVALUATOR: BARNSTABLE BOARD OF HEALTH AGENT: 10 3.3 6 ,' j ! LOCATION OF UNDERGROUND UTILITIES ARE APPROXIMATE AND STEVE MATSON, P.E. DAVID STANTON, R.S. /I N P r P O X P�/j i�, TE !_U l�r1 TI Q P`J I I SHOULD BE VERIFIED IN THE FIELD BY THE APPROPRIATE TEST PIT 1 TEST PIT 2 - ,�, �, , ' I I ` I UTILITY COMPANY PRIOR TO ANY CONSTRUCTION. C- \I Till , Cal - I • G.S.E. = 26.0 G.S.E. - 20.5 / r^ J - /_ ' PR�O S'�D R c cfl - I THIS PLAN IS BASED ON AVAILABLE RECORD INFORMATION AND Ap ; 1 OYR 3/3 ; FINE SANDY Ap ; 1 OYR 3/3 ; FINE SANDY PLANS AND AN ON THE GROUND FIELD SURVEY BY THIS FIRM LOAM LOAM i 1 ' -- --- O ON 1128101. r �, 19• (ELEv 24.42) 22• (ELFV 1as7) / EXISTING CESSPOOLS TO BE ' B ; 7.5R 5/8 ; MEDIUM SAND B ; 7.5R 5/8 ; MEDIUM SAW P U M P EED DRY, REMOVED OR 3s• ElEY 23.0 3s• ELEV 17.5 FILLED WITH CLEAN SAND C ; 1 OYR 7/4 ; COARSE C 1 ; 7.5YR 5/8 ; GRAVELY 1 ' l ! ✓/ MEDIUM SAND MEDIUM SAND - 60• ELEV 21.0 69• ELEV 14.75) ` / / TP C2 ; IOYR 7/4 ; GRAVELY COARSE SAID 120• (ELEV 10.5) - CO �` -� I SITE LOCATION LL t <� No WATER AT 60• (ELEV 21.0) NO WATER AT 120• (ELEV 10.5) % 4 '� / _ N -D = RATE- <2 MIN/IN RATE- <2 MIN/IN �� z ^� l ,' , �i X L ,? (� 51 Prince Avenue ' Lot #1 (BY IN9n ON PER "�'H AMM (BY N PER HEALTH AGENT) _ •o , -+ MarStons Mills, Massachusetts CUSS I SOIL CLASS ISOIL / �� '�j _�� � O O S P 0 x S 1.6 �, � � �' cf; z - � � PREPARED FOR o N Wilhelmina Real Trust , . yF rn z l P.O. Box 582 5'+ i ` F ��C; o C� �Dstes rrlile, MA 02655 I c r� � -�► TITLE I E !I S TI '' : G S I E STORY , ram? o Z Proposed Septic System Plan • Lot #1 _ ' A` n 0 "��� E `��TTA'_ oo � I BAXTER NYE ENGINEERING & SURVEYING G' Ir \J - _I � I �JG RE z o `' 4 ` 2 5F* PROPOSED 1500 GALLON � D o ' 00000 Registered Professional Engineers and Land Surveyors p p 78 North Street- 3rd Floor, Hyannis, Massachusetts 02601 SEPTIC TANK ; i � p C ` Phone - (508) 771-7502 Fax - (508) 771-7622 � 1 M PEA �� SEE CRS , -D z , 10 0 W.20 W N j w > ! v CN& _ i --- f�Tl I SCALE IN FEETt>f4sta 2 0 A � SCALE: 1"- 10, N �I rri S 85.51137 p 3 ' , -- 190- 77 - --- -- DATE. 08131107 Cmi SDAI 09 04 07 ADDED EXISTING SEPTIC SYSTEM a 1-1 NO. BY DATE REMARKS J I > u �R K DRAWING NUMBER �m 0: 2001 2001-115 CML PLO 2001-115-PS.dw • .93 - -1 ------ - --' 2001-115 ?..,, ... .w•...-..w-r...r.w..r.r..�..�rwr+,>�*+.•a++nrs ..-r...r...+•.�•.,r.