Loading...
HomeMy WebLinkAbout0100 CYPRESS POINT - Health [00 CYPRESS POINT Barnstable A -- 334 - 010- 003 i ,f TOWN OF BARNSTABLE LOCATION 100 ��I�� �-SO t s 1�— SEWAGE VILLAGE AM*-tZ." ' -6ck�,-, ASSESSOR'S MAP&PARCEL � e O •3 INSTALLER'S NAME&PHONE NO. G. SCE 171-`1.3g49 SEPTIC TANK CAPACITY 1 S C C�L LEACHING FACILITY. (type) (size) 4-1 K NO.OF BEDROOMS ,�� • 5� +�--cL� ` OWNER L� PERMIT DATE: '7-t dJ- i COMPLIANCE DATE: Separation Distance Between the: Maximum Adjusted Groundwater Table to the Bottom of Leaching Facility 4—�—6 Feet Private Water Supply Well and Leaching Facility(If any wells exist on site or within 200 feet of leaching facility) N c4-- Feet Edge of Wetland and Leaching Facility(If any wetlands exist within 300 feet of leaching facility) Feet FURNISHED BY it _C �3•lvd � �,t(c ®a , 5-Y 3 a No. 2O Fee V THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS Yet 2pplitation for -Disposal 6pstem Construction joffmit Application for a Permit to Construct( ) Repair( ) Upgrade( ) Abandon( ) ❑Complete System ❑Individual Components Location Address or Lot No. �� ei� i �N�f � er's Name,Address,and Tel.No. PUNT aF PM M71.1 Assessor'sMap/Parcel IJ34— 0110" 003 *1 r4fm P,60af W �I,�11lt Installer' ame,Address and Tel.No. .7 1_93p pDesigner';—Name,Address,and Tel.No. (%Aj i;—k Type of Building: Dwelling No.of Bedrooms Lot Size JOZ 0 ( sq.ft. Garbage Grinder( ) Other Type of Building No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow(min.required) gpd Design flow provided sr r gpd Plan Date Number of sheets Revision Date Title Size of Septic Tank C7 C-p Type of S.A.S. POO Description of Soil Nature of Repairs or Alterations(Answer when applicable) p /fC�.� i�-��. ok � Zj_Tj C1 `� J G� -` [.I.— `7 a 3 r !J l c� C / Yo 3-Ql rx. 'L/'j bc�, 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 Environ/me tal-Eode and to place the system in operation until a Certificate of Compliance has been issued by this Board of Hea tI..' Signed -���,,'�'~ Date r Application Approved by - CJ Date 77— f , Application Disapproved by Date for the following reasons Permit No. Date Issued r - --------------------------- - {,� ._ f' ..�1' ��:-:^M�a/'.{y tS,rY.�i s'`` .•.,qZ;,`r r.��, b1 ts'•�., _ y No: A 1 � r s #" e Fee THE COMMONW4ALTW F; MASSACHUSETTS Entered in computer: Yes. PUBLIC HEALTH DIVISION - TOWN'OBARNSTABLE, MASSACHUSETTS } application for Misposalt*pstem Construction Permit Application for a Permit to Construct( ') .Repair' ) Upgrade( ) Abandon( ) ❑Complete System ❑Individual Components Location Address or Lot No. 0 c. PMS PgO 0 �� -wne 's Name,Address,and Tel.No. MT Q ��nl/ 1���. Assessor's Map/Parcel. �3 � 010' W3GNTRV Iil� 'v1�1 Installer�s.Name,Address and Tel No. "�71—9j�pDesigner's Name,Address,and Tel.No. t Type of Building: Dwelling No.of Bedrooms ✓ Lot Size �'z I d I sq.ft., Garbage Grinder( ) . 1 Other Type of Building No.of Persons Showers( ) Cafeteria( ) Other Fixtures Designilow(min.required) S gpd Design flow provided 5r. t gpd t Plan Date Number of sheets Revision Date Title' n a .4 Size of Septic Tank r7 O-D Type of S.A.S. n Description of Soil Nature of Repairs or Alterations(Answer when applicable) _A (SlI Q A �-S E !`l A-J/) } r. ate 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- do a and nod to place the system in operation until a Certificate of ;'Compliance has been issued by this Board of Health'"` . - '• " Signed Date _ �'``✓� Application Approved by r'" - () Date I j �4` Application Disapproved by Date , the following reasons r w Permit No. t r t" 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 1� , + L at I00 QYPRF-$S P-QJ W•. A�,RNSTPtb le - has been constructed in in accordance - - with the provisions of Title 5 and the for Disposal System Construction Permit No c2o i T °2 3CIdated Installer .Designer , #bedrooms Approved design flow �J J gpd The issuance of this permit shall of be,construed as a guarantee that the syst e'will otionas designed. Date � f Inspector®. ------------------- ---------------------------------- _ No.go " "� Feed✓ THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION-BARNSTABLE,MASSACHUSETTS loisposal 6pstem (Construction permit Permission is hereby granted to Construct( ) Repair( ) Upgrade( ) Abandon( ) <System located at J00 CYPRESS POINT! a�MS`tME Iv�"1 and as described in tho'above Application for Disposal System Construction Permit. The applicant recognized his/her duty to comply with Title 5 and the following local provisions or special conditions. Provided:Coonns�tructio must be completed within three years of the date of this permit. Date / Approved by ` `✓�+��` • 1' f ' 13-2017 00:34 From: To:15087906304 Pase:1,'1 Town of Barnstable Regulatory Services r Tbiomas F.Geiler,DirectorMAM z Public Health Division Thomas Mc]Keaa,)Director 200 Main Street,Hyannis,MA 02601 Fax: 508-790-6304 office: 508-862-4644 Installer&IDes r•ner Certification Form ssor's MaP\Parcel3 w 90 Date 7 / Sewage Permit*. Asse bo ) tm4titci °'� Designer: owe 0a q 9 !"l" r Address, : Address: !� Qor GIi✓M 0 vl V � — . On �'/9—/�' �(J + /o o S� ZyXvas issued a permit to install a date) installer septic system at D p'n based on a design drawn by " ddress) . Q n 'e4 d Q OPE �L-f dated 71017 esigner) 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.. ,— 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 a of the septic system)but in accordance with State&Local Regulations. Plan revision or. certified as-built y designer to follow. I�A OF DANIELA, s� OJAtA (Xnstaller's ignatme) - CIVIL Na:46502 .p 0 �q I ST \a� FSS/pNAL LNG r . [-7 4 (Designer's Signature) (Affix Designer's Stamp here) P]L, ASE TO B sTAB1G>c PUBLIC aFALT DaV1SION. CEI�TIFICA_E F. (XQAII MNCB NOT IS S DUjNM BoTg M FORM AND AS- III.' CdKD ir; McE D BY BARNSTABI.E P LIC HEALTH DIVISION. TANK XOU Q:HealtWSepdc/Deaigner Certification Porn 3-26-04,doo I ?` U 'fow a`rnsta bie Y# +" Department of Health,Safety,and Environmental Services o� rol,� Public Health Division Date Q� 367 Main Street,Hyannis MA 02601 i aAwvsreaLs. MAM rfe►ext" Date Scheduled Time. Fee Pd. h�d• aQ Soil Suitability Assessment for Sewage Disposal Performed By: DCkr)t t° 60/) Je S Witnessed By: �s \' j,'•' E:?EEri'•?#l:3'r'>i?:!!3isy?:;?:!issisrE:?iS`:: i#'i!i:'.i"..:"'•':1 'i'......,;.,..:•:<•.:;• ::..:.:.:•:.:::;;;.: :;.,:.....-,...;.,::i:::>;;.c;:;::;;;:ii;:»;;::;:::::i::::;: ::::::;::;i:'<';.i:.; ......................................... ,f#.• ,�•. ,t`�..!W. #:iJ.•'!: ;i�::><::t:;;:::>;>.<::Sri:z::ii:.I ..... Location Address /�� �� too i n'�"' Owner's Name r Y Address Assessor's Map/Parcel: W l6/3 Engineer's Name &WV.- (Av Q. b NEW CONSTRUCTION REPAIR Telephone# U� 3/ o� v� Land Use_ W w e _ ' t `Slopes Surface Stones `e Distances from: Open Water Body (00 ` R 'Possible Wet Area It Drinking Water Well L7 ft Drainage Way >(00 It Property Line ;> w R Other R SKETCH:(Street name,dimensions of lot,exact locations of test holes&perc tests locate wetlands in proximity to holes) 2�8 •S9 i ' o N Cypress u Po;ot C Ut 4 • rV � � I J' { ',A Parent material(geologic) 6.1 ox[C4, 0 U' "" Depth to Bedrock Depth to Groundwater: Standing Water in Ilole: / / Weeping from Pit pace /V IA- Estimated Seasonal High Groundwater - /V A ::;.:;.;::;:::; •�y;..t.......y...�........:.........•:;: •... '.::•.•,:.................; ... '...;....;:.. ` .. - - 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 ft. Index Well N Reading Date:_ index Well level.-- Arlo,factor Adj.Groundwater Level t, ? ::.1 .•'a.:Ss`iE%! ''i% 1 :2>i::`'Si#sisi'E r' iEi?iiYa#;i;:`:ii:iEEi :i:`+iiit: E'>'' Observation I Hole# l • Time at 9" � J011 7 Depth of Pere ry lOQ , Time at 6" P, ���1 V Start Pre-soak Time© �G '0,2,t�7 Time(9"_6") / ;oo End Pre-soak 10 4 Rate Min./inch LZt71,7 Site Suitability Suitability Assessment: Site Passed Site Failed: Additional Testing Needed(Y/N) Original: Public Health Division Observation Hole Data To Be Completed on Back j Copy: Applicant � � � � � . � , � � � � � � _ - ' ---------- ------- Depth froiW' Sall Horizon Soil Texture §4`6-oilo-r"" Soil Other Surface(ill.) (USD� (Munsell) Molfling (Structure,Stories,Boul.deres. Depth from Sol! orizon Soil Texture Soil 'Color Sol[ Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulderes. Consistency.%Gravel) . ....... golf F orizon Soil Texture Soil Color Surfac (USDA) (Munsell) Mottling (Structure,Stones,Boulderes. D h it Soil epi from flori Z*on 8611�ex 4'�'� Soil Color Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulderes. Consistency.%Gravel) / Flood Insurance Rate Map: Above 500 year flood boundary No mn L/ Within 500 year boundary No mm____ Within loo year flood boundary No W' mes___ Depth or Naturally Occurring Pervious Material Does ot least four feet uf naturally occurring pervious e1 | lox{ot{uoUureasohoorveddhnouehouitho area proposed for the soil absorption system? e lf not,what iu the depth nf naturally occurring pervious mo/oriu|Y__________ Certiftation ' l certify that oo (dute)lhave passedthe soil evaluator examination approved bvthe Department of Environmental Protection and that the above analysis was performed by me consistent with the required training,expertise and experience described in3l000YR 13.017. � Signature Duto /� / _--...... � t 2,_S" 2,$„ T-4„ 2,_S„ T,$„. IT-1011 DZ , ' 0 COVERED)�D PATIO D X8 C.J.'/�/�� i, ----- -- ; DOD�DO -----_-____"j DH F •, __ __ 3pX__20 30X20 boy _ �s GL4486 GLASS ER DH DH - DH 6'SLID E— „ �'�./�yg "12'SLID ,. GLASS GLA99 GLA98 IR •.. -p{ - 9'-69y' (H)SIZED 9.5"LVL'e I - (J)SIZED L L'e HEADER 24X24 24X24 24X24 16, „ 9 1/2"ENG..I JOIST O O O 0VE PER MANUF• B DINING O MASTER X - " GREAT - .BEDROOM Z 0 - i > _ _ .# r, •. m ROOM - F 9-I/2"IE I JOIST l a�N�y • - Q - �.c ----- m .� N Q ABOVE PER MANUF. - > X O - •, �n � _ . ,_a �—9-I/2"ENG. I JOIST� ... -. O --- -------------- ABOVE -------------�-�-- a w o PER MANUF. ,' F 9-I/2"ENG.1 JOIST - KITCHEN . `w ABOVE P ANUF. PER M _ CO).SIZED9.5"LYLb I (IV SIZED 9.5"LVL'e ABOVE a_ r �o m 13�015 5'-T" _ - - - - STORAGE " I T7P.SIZED STEEL GOLu N - LL STORAGE CLOSET m --- 2.�.- ,.$. • At (F)SIZED 9.5"LVL'e - (9 " _ ; ..... Y q c 4 Q ? m OFFICE 4 Q Lay. - v EILING CAT�HEDRALLINE - 2 = -- - _ 9 1/ ENG. I JOIST r { B • � I -• - _ • '. ABOVE PER MANUF- M/BATN" it SIZED W .BEAM T I (N SIZED. - DR `DR Y +f Q a , S/B"F.C.DRYWALL'� - .- _ 9.5'I:LVL'e �4'' GLASS GLASS� _ - r o WALLS!CEILING._ - - Y .TUB._ 24X24 •24X24 4 ............... _ __ ____ ^L- L� LASST7P.� `��yll.'1� 20XI6 DN .DHGONC.SLABN •.GARAGE 6 2ax248 +2axnSvWMBERMESH ID ' kfj - OR ECjuAL 'a p X '`P-.: .. ` TEMP. TEMP. _ OVERED -. Q ORCH 9-1/2"ENG.I JOIST—� I F 9-1/2"ENG.I JOIST—� Q' —CUSTOM COLUMNS ABOVE PER MANUF. ABOVE PER MANUF: • . --__.---- a 4'-l3'4 ----- -1,-2".------- 10,-6„ ° I = FIRST FLOOR-PLAN . � Q .6'-6" 'II'-0„1 b,��, 2,-S" 4'-4„ 5,_2n 8,-0,l 2,_S, 24,-0" 12'-0" • BUILDER JOB ADDRESS DESIGN p �j DATE REVISION DRAWN BY PAGE SCALE - SOARES RESIDENCE CUSTOM TWO STORY HOME walao�/�NOME" E"I aNs,com 5-23-I1 « JB •for]Q 1/4"-1'-0" JB D`&s lgns WITH TWO GAR GARAGE. W N P RCHAOE OF DRAWINGS LEAVED FLRCHABER RFfiPONB BLE FOR COMPLIANCE WRH ALL 2)EXACT SIZE AND RE NFORCEMENT OF ALL CONCRETE FOOTMGS e)ALL FOOTINGS SHALL EXTEND BELOW--TUNE VERIFY DEPTH. f LOCAL BUUDNG COPES AND ORDINANCEB..Ef DESIGNS MAY NOT BE HELD RESPONSIBLE MUST BE DETERMINED By LOCAL BOLL CONDRIONS AND AC 44BLE (4)VERIFY STRUCTURAL ELEMBNTB FOR DESIGN 4SIZE P.O.BGLK JB$ (ter`OBl 494-9534 zl FOR BITE CONDRIONS OR FOR THE IIBE OF 1NESE DRAWINGS DURMG CONSTRUCTION. PRACTICES OF CONSTRUCTION.VERIFY DEBIGN WIM LOCAL ENGINEER WTW LOCAL ENGINEER Alm BUILDING OFFICIALS. llE9T Q4RNSTABLE MA OJf6.! 44'-6 J 10'-2" -- - ROO Oor DH • - . GLA99 GLA99 'GLASS GLASS GLASS• GLA 9 ol Dw Ow GLASS - M m�.. 24X22 24X22 24X22 -24X22 24X22 24X22 24X r mJX n 14-10' 14'-10" STORAGE Q - 4 BEDROOM•4.V O BEDROOM•3 U-p r B m r v .. ,® BEDROOM-2 ° I - s _ ------------------------------------------ e iO U O HERS Q , 60"..NB/HOWER •.• i � P � . ... - LANDING � .ram 2W --------RAILING M 7 BATH SIZED LVL HEADER ABOVE � I N O STORAGE - .. .. ' .. •-RAILING HIS O m •p `'. - .�. ,. _ • BATH .. - 's LAUNDRY. - FOYER Q - LLL BELOWD24XI& 24XI� _ OVAL ' - i 24"X36' X X .. F\ D'sn - E-2X12 G.J. — ��9 4 UNFHOa� i m 14$ 4 "� SECOND FLOOR PLAN - DH (� GLASS GLA55 M 24X22 24X22 > - 12'_0.' I BUILDER - JOB ADDRESS DESIGN- �j �j DATE REVISION DRAWN BY' -PAGE SCALE Des/Vl ns SOARES RESIDENCE CUSTOM TWO STORY HOME wwwo AM NOMEDE" laiv",co -23-1�` N JB •�oF1Q v4"=1'-0" V �./ W ITN TWO CAR CsARACsE. W I N PURCHASE OF DRA ING9 LEAVES FLRCNASER RESPONSIBLE FOR'COMPLIANCE WRH ALL 0)EXACT SISE AND RENFORCEMENT OF ALL CONCRETE FOOTINGS A)ALL FOOTINGS BHALL EX END BELOW FROSTLR E VERIFY DFPTH. - f LOCAL BYILDMG CODES AND ORDINANCES•M DESIGNS MAY NOT BE WE RESPONSIBLE M1BT BE DETERMINED BY LOCAL SOLL CONDRIONS.AND ACCEPTABLE fA)VERIFY STRUCTIRAL ELETIENTB FOR DESIGN SIZE ao EnY gas 'Si 494-9534 ZFOR 8UE fANDIT10N9 OR FOR THE USE OF THESE DRAWINGS WRING CONSTRUCTION. PRACACES OF CONSTRUCTION.VERIFY DESIGN WITH LOCAL E GMEER WRH LOCAL ENGINEER AND BUILDING OFFICALS. !(ESJ 9ARNSTABLE K6 0ffi , r r t o------ -------n; 6'-4 15'$" 24" T-4" 2'-S" DAMP.PROOFING CSA , _ a' RED GO LA S B H , • s a• ♦•r r• T ------- --- • r U- oPO NC dn °deOAd 6 KEY, °•: �. •. ,-----'-- -- -.____. ._- --------•-------- C)SIZED VL'e --------- - -- ---------- - - ----- ------- --- ------------- - °d d•n . ' 10"X22' GONC FTC, J ,°•° ,°• COMPACTED GRANULAR. ' d•ns In - - -- - - -- 1r.�•TNK BASEMENT Q - m O F4. li , WILL POLY �.Z • D ' , ' AND RsmB E.N a. � .g, FOOTING FOOTING 'DETAILS - -4 N l`�J'/ oR EcuyL - - _ Q ' TYP.36'X36'XIS" — I I CONCRETE � }*�� tt WALL Q CONC,FTG.W/SIZED .8 VOI�IGI�E I.E . STEEL COLUMN �' {:. (� 14,-1" 16'II'.1 15-615" 14'-Jit" A)SIZED WLe • ' ' _ ___ _______ _ ______________.,_ __ ____ — u> _ S-1/2"EING.I JOIST - 12'51q" PER M•�LNUF E) s O Q ._ - - - o z1 - - O 1 1 n LVL'e AEOVE _ — E apl ' TYP.-30"7C30-- - 1 N.m - and O O ., • --1- CONC.FTG:W/3-1/2 RD.: - GONG.FILLED GOL - —? ' .. y --- ----------- - ------ x------- LATERAL t ; - -- - ----- --------- ---""' _ _ ---- -- -- UPLIFT R BOLT 7 yI __ __ _ __ _______ 3'X�/4"PLATE WASHER . B - -- -- • MAIN HOUSE SPACING 2X6 PT PLATE SHEA _ - G "GARAGE SPACING O.C. -__ _— ;dl l MIN. ' ______ _, a 'e•° e,•° °••° ° . •n •n .°d•n :°d•° .°dn .°dA -------------- + A - °e o °e ° �� o• FOUNDATION WALL Q FOUNDATION i�L'AN °°o �.do° °0•n d ° e-Ir FROM END , • .k ,, °°dA .°d•e° OA•OF PLATES,. Q° ad•e°°d-e °d,e ad,• °de�. ___ __ __x_ _ _ _ _._,_ - 5'-b'•fv' SW.fa' - °On °On .°0•e -°d•n .°d•A ad•°°' ' 24'-0" 12'-0" 16'-4",' TYP, ANCHOR BOLT SPACINGS 4 BUILDER JOB ADDRESS DESIGN DATE REVISION DRAWN BY PAGE SCALE , ��f� do O J,8 �sl ns' SOARES RESIDENCE CUSTOM TWO STORY HOME wwa11 �0��" �`'���`����� S'23'17 " JB •�oF1Q 1/4"=r-o" � g WITH TWO CAR GARAGE. W N PURCNA.E OF ORAWNG LEAVES PURCNA.ER RE.PONSU3LE FOR COMPLIANCE WR ALL W EXACT SIZE AND REMFORCEttENt OF ALL CONCRETE FOOTINGS a)ALL TOOTING.SHALL EMEND BELOW FROSTLME VERIFY DEPTH: ° F LOCAL BUILDING CODES AND ORDINANCE.,M DESIGNS MAT NOT BE MELO RE.PONSIBLE MUST BE OFt M(N BY LOCAL.OIL CONDITIONS AND ACCEPTABLE f4)VERIFY Si Gl AL ELEMEM.FOR DEIGN..IZE P.O. )BS (,rrpgJy494-9534 zl FOR SITE CONDITIONS OR FOR THE USE OF THESE DRAWIN.5 WRING CONSTRUCTION. PRACTICES OF CONSTRUCTION.VERIFY DESIGN WITH LOCAL ENGINEER. WRH LOCA L U L ENGINEER AND BUILDING OFFIDIALS. YE9T 94RN.TABLE MA 026Ld, �v 61 62 S 76'22'1 E Rt 6A 62] 59] 441.59' 61] [60] W W_ W - �Gz W \ W 4 ^ ^ 61 W W / ---Ea W W W C yp ES Co a rn [60] ° [5S-��W \ / > W- one c PAVED 76'2 1 W DRIVE �` [59) ' W 6o I � � 21 .2 � � Locus 6S W BE C ARK NAIL T BE SET a _i J _.-.- °_ -- IN THE `o 1 i a �Qa`---• _ EL. = 6 0' h 6Q i Q 9 W i I z I 56 t Route 6 Q 3 66.4' 60.5 GARAGE P R SLAB 63 i Yarmouth EL. 1.0 O I Campground 1 � TH2 TH1 69 PROP SED \\--62- '- - - DWELL G TOP 0 DN $ 0 100% RESERV EL. 61.5 0 \ .��' �3� I LOCUS MAP SCALE 1"=2000't 96.9' S2 5 ASSESSORS MAP 334 PARCEL 10-3 [60.51 COVERED PATIO �h ZONING SUMMARY 60] SYSTEM PROFILE ALL SYSTEM COMPONENTS SHALL BE ZONING DISTRICT: RF-1 RESIDENTIAL DISTRICT MARKED WITH MAGNETIC TAPE OR [591 t5a 3 (NOT TO SCALE) PARABLE MEANS FOR FUTURE LOCATION. 5 MIN. LOT SIZE 43,560 S.F. [573 L56l `55, ACCESS COVERS TO WITHIN 6" OF FIN. GRADE 2" PEASTONE OR GEOTEXTILE CONCRETE COVERS TO WITHIN 3" GRADE MIN. LOT FRONTAGE 20' TOP FOUND. EL. 61.5' FILTER FABRIC OVER STONE MIN. LOT WIDTH 125' 57 60.5' MINIMUM .75' OF COVER OVER PRECAST 2% SLOPE REQUIRED OVER SYSTEM 58.0 MIN. FRONT SETBACK 30' LOT 3 WATERTEST D'BOX FOR LEVELNESS BLOCKS OR MIN. SIDE SETBACK 15' PRECAST H-10 » PRECAST RISERS RISERS �.� MIN. 2 WALL THICKNESS 2'0 4"OSCH40 PVC MORTAR ALL MIN. REAR SETBACK 15' 124,061 t S.F. TREE LINE PIPES LEVEL 1ST 2' 4 COMPONENTS) INVERT IN 54.17' 4 , �ENDS SIDES 55.0 MAX. BUILDING HEIGHT 30 56 56.8'* 10» 1500 GAL H-10 14" ➢°_�,,�:;�:; : °' s 56.40 TEE SEPTIC TANK TEE ®®®® , n ®®® ® ®ry® 6.15' 6" MIN. SUMP ° ° °o ®®®®®®®® ®� ®RE®®® O® NOTES °o°o°o°o°o°o > °°°°°°o '°�°�°O°° s' GAS BAFFLE,.' �°o°0°o°0°oo 12" MIN. INT. DIM, o o ®®®®®®® �p�q1 ®®® ®® 0 0 0°0 o°o o � Aa ": •: +: 4' LIQ. LEVEL (ACME OR EQUAL) 54.47' 54.3' °o°o °0°0°8°0 52.17 1. DATUM IS NAVD 88 " '" 2. MUNICIPAL WATER IS AVAILABLE 5 r . °°°°°°°°°°°°°°°'°°°°°°°°°'°°°°°°°°°°°°°°°°0°` H-20 500 GAL. LEACHING CHAMBERS BY ACME PRECAST OR EQUAL, °o�0000,°o°o°o° ° 000000° °o°o°o°o,°,oe,00p 3/4"-1-1/2" DOUBLE WASHED STONE 4' MIN. (4) UNITS REQUIRED 3. MINIMUM PIPE PITCH TO BE 1/8" PER FOOT. 47 ALL AROUND PRECAST STRUCTURES C6" CRUSHED OMPACTION. (T ONE OR MECHANICAL OVERALL DIMENSIONS TO OUTSIDE OF STONE: 42.00, X 12.83, 4. DESIGN LOADING FOR ALL PROPOSED PRECAST UNITS TO BE AASHO H-]Q (2_5 9" SLOPE) (4 R SLOPE) SLOPE) 5. PIPE JOINTS TO BE MADE WATERTIGHT. MIN. ' D' BOX 15' LEACHING 45.5' BOTTOM TH-1 6. CONSTRUCTION DETAILS TO BE IN ACCORDANCE WITH FOUNDATION- 16' SEPTIC TANK 42 FACILITY 46 NO GROUNDWATER FOUND 310 CMR 15,000 (TITLE 5.) 7. THIS PLAN IS FOR PROPOSED WORK ONLY AND NOT TO 44 BE USED FOR LOT LINE STAKING OR ANY OTHER k *THE INSTALLER SHALL VERIFY THE PURPOSE. LOCATIONS OF ALL UTILITIES AND ALL BUILDING SEWER OUTLETS AND SYSTEM DESIGN. 5� h� B. PIPE FOR SEPTIC SYSTEM TO SCH. 40-4" PVC. ELEVATIONS PRIOR TO INSTALLING ANY w d 9. COMPONENTS NOT TO BE BACKFILLED OR CONCEALED 4j PORTION OF SEPTIC SYSTEM GARBAGE DISPOSER IS NOT ALLOWED WITHOUT INSPECTION BY,BOARD 6F HEALTH AND PERMISSION OBTbkINED FROM BOARD OF HEALTH. DESIGN FLOW: 5 BEDROOMS ® 110 GPD = 550 GPD 10. CONTRACTOR SHALL BE RESPONSIBLE FOR CALLING 5 38� USE A='S50 GP"' FLOW DIGSAFE (4-588-344-7233) AND VER1Fvl�lG_SHE._ _ h LOCATION OF ALL UNDERGROUND & OVERHEAD UTILITIES SEPTIC TANK: 550 GPD (2) = 1100 PRIOR TO COMMENCEMENT OF'WORK. ELEV. ELEV. (ELE�/: ELEV. N �o 4 4 _- 4 USE A 1500 GAL. SEPTIC TANK 11. ANY UNSUITABLE MA:TFRIAL ENCOUNTERED SHALL BE 0" 57.5 o" 58.0 o" 57.0 o" 57.0 REMOVED BENEATH AND 5' AR0 ND THE PROPOSED A A A A LEACHING: LEACHING FACILITY. 3� SL SL SL SL 12. ALL ROOF RUNOFF TO BE DIRECTED TO GRAVEL DRIP 1OYR 3/2 1OYR 3/2 1OYR 3/2 1OYR 3/2 SIDES: 2 (42.0 + 12.8) 2 (.74) = 172.5 GPD EDGES OR ROOF DRYWELLS. 5" 7" 6" 8" BOTTOM 47.5 x 10.8 (.74) = 379.6 GPD B II B B B TOTAL: 758 S.F. 561 GPD SL C SL SL SL LU �6 1OYR 4/4 I 1OYR 4/4 1OYR 4/6 1OYR 4/6 USE (4) �500 GAL. LEACHING CHAMBERS (ACME OR EQUAL) 38" f 54.3' 36" 55.0' 40" 53.7' 37" 53.9' WITH 4.0 STONE ALL AROUND 00 J � tip N N qt C C C C z ss PERC PERC VFS VFS VFS VFS s8 2.5Y 6/4 2.5Y 6/4 2.5Y 7/3 2.5Y 7/3 59 s6, 144" 45.5' 144" 1 46.0' 138" 45.5' 138" 45.5' SITE F qj"' L A N TITLE o �8 37 NO GROUNDWATER ENCOUNTERED NO GROUNDWATER ENCOUNTERED o OF 60 40 �9� TEST HOLE LOGS NE BED RD GAS EDIS GH CO PA Y E S LEGEN D 100 CYPRESS POINT 99- EXISTING CONTOUR ENGINEER: DANIEL E. GONSALVES, SE #13587 18 0' W I E X 99.t EXIST. SPOT ELEV. DON DESMARAIS, RS B A R N S T A B L E, MA s� WITNESS. -[99]- PROPOSED CONTOUR DATE: 4/14/17 J PREPARED FOR f98.4 1 PROPOSED SrOT EL. PERC. RATE _ < 2 MIN/INCH �J TH1 TEST HOLE CLASS I SOILS P# 15318 WELLINGTON SOARES Y 62 O CATCH BASIN �UTILITY POLE' DATE: JULY 10 2017 6 FIRE HYDRANT TREE 49 LIGHT / 0- --_ �9 WATER SHUTOFF ►�- off 508-362-4541 53 GUY WIRE S� jH of Mgssyc ����N OF lygss9 �ZN of r q\ jN OF MgsS9c fax 508-362-9880 54 boa DANIEL A. ti� o�' cy o�' DANIEL yeA. s �`' DANIEL ti�� I downcape.com OJALA DOJIALA A. W/� 6 SIGN c' CIVIL 1 CIVIL OJAtA OJALA U d�W/1 cope ell h7eering, h7C. 0 A No.46502 � o q No.409t30� No.40980 s� W WATER LINE °T��CrsrER�`�\� °��`�CiP ,. civil engineers 66 G GAS LINE S, o ENG ,SS�ONAL ENG\� Scale: 1 = 20 land surveyors \ 6o s9 OHE OVERHEAD ELECTRIC " 1 939 Main Street ( Rte 6A) 67 5j NOTE NOT ALL SYMBOLS MAY APPEAR IN DRAWING DATE DANIEL A. OJALA, P.E., P.L.S. 0 10 20 30 40 50 FEET YARMOUTHPORT MA 02675 DC F�' # 1 69