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HomeMy WebLinkAbout0051 PETER BLOSSOM LANE - Health 1 .star% Bl®ssum Lane Vest Barnstable: 088-007-008 No. 9, PARCELNOt: Fee THE COMMONWEALTH CHUS TTS PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE., MASSACHUSETTS ZippYication for Migpooaf *pgtem Construction Permit Application is hereby made for a Permit to Construct(�)or Repair( )an On-site Sewage Disposal System at: Location Address or Lot No. Owner's Name,Address and Tel.No. Lo'f 9 Prufte- Bkhsf0 M LA �l.c w• 6,on.N. is ����:� Installer's Name,Address,and Tel.No. Designer's Name,Address and Tel.No. o b w. hl s 319-7110 Type of Building: Dwelling No.of Bedrooms 3 Garbage Grinder( ) Other Type of Building No. of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow 336 gallons per day. Calculated daily flow 31,9 gallons. Plan Date °L l6l-01,` Number of sheets 0"E Revision Date Title SITS A/-5 S&W46& PL v Description of Soil $E-6 PWI') Nature of Repairs or Alterations(Answer when applicable) Date last inspected: Agreement: The undersigned agrees to ensure the construction and maintenance of the afore described on-site sewage disposal system in accordance with the provisions of 'tle 5 of the Environme al Code a d not to place the sysctteem�,in operation until a ertifi cate of Compliance has been 's y hi alt . Signed Date Application Approved by Application Disapproved for the following reaso Permit No. ®'"` ��� Date Issued D_$ R No. 7A < V a 7 ��� Fee THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLEs MASSACHUSETTS 4� 0[pprication for Zi4p_gpl *pgtem Coneliuction Permit Application is hereby made for a Permit to Construct(/)or Repair.( )an On-site Sewage Disposal System at: Location Address or Lot No. Owner's Name,Address and Tel.No. - LOrt °I Pf'ft2 B10SfOM LANE Installer's Name,Address,and Tel.No. r Designer's Name,,tAddress and Tel.No. " b-M -P_NG 3 y 8-71 lv 'N 4 f, yk J. v Type of Building: Dwelling No.of Bedrooms 3 Garbage Grinder( ) Other.-.,, Type of Building No.of Persons Showers( ) Cafeteria( Other Fixtures % I ^,/YL' j.1_s-1 ` Design Flow 3 3 0 gallons per day. Calculated daily flow? Plan Date 161 -q d Number of sheets 40"C Revision Dilt Title S I T t✓ A N C S F WJ&t> Pt.-ON Descciptiodof Soil ,Sf£ PLAN Nature of Repairs or Alterations(Answer when applicable) Date last inspected? Agreement: } The undersigned agrees to the c n i n"and maintenance of the afore described on-site sewage disposal system in accordance with the prov°s* t a Environme al Code'a d not to place the system in operation until. Certifi-� cate of Compliance has b "So Si n d ?Date Application Appr e "' ✓T / Application Disapproved for the following reaso 4s r i Permit No. Date Issued' T �— ---� ---.-� . — — --- ------<...:.— ----- — � —�.. THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION - BARNSTABLEs MASSACHUSETTS �dM Certificate of Compliance THIS IS TO F, TIFY,that the(fin-site e�wage D;s osal System inst fled( �r epaired/re laced( )on l �� by / "" do.0 ��i S h G for W I* • � 4 Ad e--A--/ as s been constructe m accordance with the provisions of Title 5 and the for Disposal System Construction Permit No N dated Use of this system is conditioned on compliance with the provisions set forth below: " 0�1 0 00 _ No. �"` Fee THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION - BARNSTABLEs MASSACHUSETTS t. A Migool 6potem Con5truction Permit Permission is hereby granted to to construct(repair( )an -site Se ge System located at ✓ �l-'l 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. %y. All construction ust'be completed within two years of the date below. Date: 7i' 2 j Approved by� .. l TOWN OF BARNSTABLE -6-4t O �'d' 00 7, 00 fit/ LOCATION Pe t-& g Z`5.10;" L A"' SEWAGE # � VILLAGE W,4js �'n�% f����� ASSESSOR'S MAP & LOT `I INSTALLER'S NAME&PHONE NO.E L t ' 5 � SEPTIC TANK CAPACITY LEACHING FACELITY: (type) (size) 3 O X /o X . NO.OF BEDROOMS 3 BUILDER OR OWNER PERMITDATE:� COMPLIANCE DATE: 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 o vo,I` If 7 ' � w= 77 1 ' yaf IWE TO TOWN OF BARNSTABLE P OFFICE OF n"Haes.k M�B�. BOARD OF HEALTH t679. 367 MAIN STREET Nox fiYANNIS. MASS. 02601 I �G a licensed Disposal Works Installer in the Town of Barnstable authorize Matz Ch�k-z�_- to act as my agent to obtain sewage permits which I Have signed for and to request sewage inspections. Tel . No. Signature Date Witnessed Date ADDITION ` JOB#1229 2 X 12 RDGE OW.) 12" 15#FELT(TW.) 9" 1/2"FLYAD.9W.) 1X6CgJAR TIES 2 X 10 RAFTERS EXISTING 2 X 10 RAFTERS ATTIC 0 16,O.C.(f W.) OUMMG 0 16"O.C.pp.) EXISTING BUILDING HIX�E TWAR HOIASE 2 X 8 CLG.J5T5. R-3&INSUL ww c".) A�'riALT ROOF SHINGLES 1/N' ) @ 16"O.C.(TY'f� IN QG.(T11) 2"CDX 1/2"CDX 2 RYWD.(DP.) ® FLYWD.(TW.) R-131N5UL K-131NSUL. (TW) (n?') 2 X 4 X 7'-4"5TUD5 3/4"T&G FLYWD. 2 X 4 X 7'-4"5TLD5 ® ®16"O.C.(fY'P.) GLUE&NAIL(TW.) ®16"O.C.(TYP.) EXISTING BUILDING DARN'PROOF DAM'FROOF R-19W LL DELCIN EXISTING GRADE 2 X 10 RR J5T5. (rYP.) GRADE B"X 3'-9"CONC. 6UIIDWG 1 X 5 CORNER 8pX�3'W t�12"O.C.(TYP.) CKAWL DACE FOUNp,NAILS 60ARD5 ow.) - RED CEDAR O.AMOARDS �1*TO THE WEATHER ROOF OVERVIEW 16"X 9"CONC,FIGS. 3"C:ONC.P-r T COVER -W/KEYWAY(TW.) OVER CO WACTED 50L NOT TO SCALE FRONT ELEVATION C12055 SECTION EXISTING EXI571NG 13UIlDING 12" B%145 y" ASPHALT ROOF SHINQFS ® ® EXISTING EXISTING &D 5" CEDAR SHINQFS ® STIN'G ®5"TO THE WEATHER 1 X 5 CORNER 150ARD5 OW.) WHITE CEDAR SHINGLES EXISTNG i X 5 CGRNER 0 5"TO THE WEATHER BOARDS(1YP•) REAR ELEVATION RIGHT ELEVATION Lot 9 Peter BI0000m, W. Barnstable Scale: 1/4"=V-0" 1 `EEF FEALTY LTD. FROF05ED /ADDITION Date: 5/5/04 GeorgeRuseae REVISED: 5/27/04 ELEVATIONS & SECTION A 1 OF 2 ADDITION JOB#1229 8"X 3'-9"CONC.FOUND. WAL-5 ON 16"x 9"CONC.SPREM FTC6.W/KEv yVDyV TYKE 517E ROUGH OPENING - 1 DOUBLE HUNG 2446 2'-6 1/8"X 4'-9 1/4' (2)#5 RE-ROD® R.O.5 FOR ANDER5EN WINDOW5,VERIFY ALL MEA5.IN THE FIELD. TOP&BOTTOM - m in DR. TYPE 517E ROUGH OPENING A INT.5WING 2'-6"X 6-6" 2'-8 1/2"X 6-8 1/2" B INT.BI-PA55 6'-0"X 6-6" 6-2 1/2"X 6-9 1/2" �L V-4" WALL DETAIL 4'-4" i i'-8" 8"X T-1 O"CONC.FOLPD. WALL5 ON 16"X 9"CONC. X 3'-9"COW-FOU D. , EbsnNS FxsnNo SPREAD FTC{.(fl'P.) ExIsnNS I I w SPREAD FrG5.WX EY(TYP.) 16-0 3/4" ® cur 36"x 24" I CRAWL SPACE I I N ACCESS TO o EXISTING ° CRAWL SPACE I I 2 N 15'-4"x 14'-3" I nn 4 N KITCHEN N EXISTING °erg M.BEDROOM Q I I oL5Tco R M.BEDROOM ,0 13'-4"x 15'-0" N EXISTING 15'-7"x 15'.0" `I `1 2'-4,,1 BASEMENT Igllg' — —R�EXI5TWG� ® — EX15T. WIWOWWN00R 7FW.I ;IF 5EE DETAIL D-1 11 1 ram" N E z V i� xLsnn� a E(IF QO5ET N LINEN cc Oo T-1" 6-11" Ut O EXCITING D(15TIN6 9 WALC-IN 0 M.BATH SE CLOT EA5nNG - CL05ET 1V-11".la-r — 2'4' IAUNDRY (V 6�-y.�xg,-1" 1 L � I O FOUNDATION PLAN EXISTING b GARAGE EXISTING GARAGE 250 S.F.OF ADDITIONAL LIV.AREA Lot 9 Peter BIo55om, W. Barn5taMe FIRST FLOOR PLAN 5ca1e: 1/4"=1'-0" REEF REALTY LTD. D'—�Y- Date: 5/5/04 George RuSea: 250 5F.OF ADDITIONAL LN.AREA REVISED: 5/27/04 15T FLR. & FOUNDATION A2 OF 2 ASSESSORSMAPNO; '7 S ®o`� doh 3 o No. ------------------ FARCELNO: Fee----------------------- BOARD OF HEALTH TOWN OF BARNSTABLE Tpplicat ion-for Ve[C CootructionAermit 4li ation is hereby 5iade for a permit to Construct ()(), Alter ), or Repair ( )an individual Well at: Location — Address / Assessors Map and Parcel ----—---—----------------------— — -- — � eG --- — — — — -------- Owner k Address --------------—------------------ ------ ----------------------------- Installer —— Driller Address Type of Building Dwelling ------ ?,be1r,7- - ------------------ Other - Type of Building---------------------------------- No. of Persons---------------------------------------------------- Type of Well-------------- --- o �p� e Purpose of Well---- �1 �G--------------------------------------- Agreement: The undersigned agrees to install the aforedescribed 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 u aLificate nce has been issued by the Board of Health. Sined - - - ---- ---------------------------- ---��-—,ff-# ------------ g / date A Application Approved By —-- - — - - -— L_ �--_6__ date Application Disapproved for the following reasons:---------------------------------------------------------------------------------- ate------------- ----------------------------------------------------------------------------------------------------------------------------------------------------------------------------- date PermitNo. - r - --- Issued------------------------------ ------ ------------—---------------------- date BOARD OF HEALTH TOWN OF BARNSTABLE Certificate Of Compliance THIS ISS'O C RTIFY, That,the Individual Well Constructed (A), Altered ( ), or Repaired ( ) by---�-i --� i ------ -------------------------------------------------------------------- ——- - - — --- —- Installer at- 7 C _ 4F-C-! --------------------------- ------------------------------------------------------------------- has been installed in 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.l`-'--,f " `LJated---1�-_`___P�_:!� THE ISSUANCE OF THIS CERTIFICATE SHALL NOT BE CONSTRUED AS A GUARANTEE THAT THE WELL SYSTEM WILL FUNCTION SATISFACTORY. DATE-------- ------— - - ----- Inspector--------------------------------------------- - ----------- d L i �No. ---- --- - ------ Fee-----------------._-..-- r BOARD OF HEALTH TOWN OF BARNSTABLE ApplicationArlVell Con5tructionPermit X A pli tion is hereby made for a permit to Construct (K), Alter ( ), or Repair ( )an individual Well at: /G -le_ _fin_--- 1`e f r�L -d�r'SS o��l -�^_i"' - � 1'�+� �2?�Z <,/©,S" c'3-------------------- -- Location — Address Assessors Map and Parcel r ;— ------------- - Owner - Address ___--------------------------------- ---- � - � - --------------- Installer — Driller Address Type of Building ' g - --- ------ - ------------------- Dwelling i i Other - Type of Building ----- No. of Persons------------------------------------------------------- yp t- - --------------------------- Capacity---------�� �� - r----- Purpose - -—— T e of Well---1�-'- .�`� ''c of Well -�--------=='��---------------------------------------- 1 Agreement: . The undersigned agrees to install the aforedescribed 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 u .ti a Ce ificate o p . nce has been issued by the Board of Health. 10 � Signed -------- - -- -- ------------------------------------------- -----�!--�---------------- date Application Approved By ----- 4 date i Application Disapproved for the following reasons:---------------------------------------------------------------------------------------=------------- ------------ date PermitNo. -------------- Issued------------------------------------------ --------------------------- date ;,,._._:;, .a...r�.�o a�:� ..s..::.aa� 4i��:i�w..:s..�aa..w�i.aec.�..++w.rw4.«+ra�.wYw..�.+r•e.rM,.�M�9.Mirt*a..aaiu.�,es,a .g+Ttica�n+.�rw. r «z�c #;r<aa+ce�ia�.':'�'ar +i� ht BOARD OF HEALTH TOWN OF BARNSTABLE Certificate Of Compliance THIS IS O Cf RTIFY, That.the Individual Well Constructed (�O, Altered ( ), or Repaired ( ) by- -- --- " lr� ----- -------------------------------------------------------------------------=----------------------------- Installer _ �A� 3oA-� �, •l ----------------------------------------------------------------------------- has been installed in 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.,/1/'-JF �ated THE ISSUANCE OF-THIS CERTIFICATE SHALL NOT BE CONSTRUED AS A GUARANTEE THAT THE WELL i SYSTEM WILL FUNCTION SATISFACTORY. s DATE- --- ---—-- - - --= - - -- Inspector---------------------------------------------------------------------------- _. t :. -.-.ni.�. saw;.ti�..�....,�...R.4«.�w... :n+�..,Ma ,w.,. �:....+�A,...a�o w..,,�,�!e �ea�M•.�s..�s«,i.a�+.-.�!!�..;,e.�.�•..•�',M..l�,.,_ _. . �.,-. -.�_ - ..__ �. _� BOARD OF HEALTH { TOWN OF BARNSTABLE Veil CongtructiouPermit 1: �j No. -' -� � Fee--��-e--�--- --- { w Permission is hereby granted- "` ��--! -�'�-C`�� �GG�'�r to Constr cct^ ( G 1-e'r` ( ), or 6�it ( L` Individual Well at: - - - I No. - f -- -� - - Street j as shownk0thhe app�icat' n fobrWell Construction PermitNo. - ----- --- ------------------------ Dated----- / - --------------------- ----- k ' ------ Board of Health DATE—/—l/-------- --1�----— - C tom'a C ' SF) O/r�raa: � � 1Ar s ;M ♦ , 1 ' , 1 1 ♦ \ \ CS 25 or as try.`: ., �'` *t. .°' / \♦ \\ 1 ( 1 ♦ \ \\ \ \ OLD Fast HQba ` � ` •` 1 , \ `\ `\ \ `\ 00 :1 1 1 1 i � � � 1 `+ ` tl 1. 1 1 •` 1 \ 1 1 / : 1 Ilk . \ \ ` IN'Psc ' - - \� `\ aN : \ : 4d 8 ♦ \♦ `♦ °\ ' 1 �. 1 P1IOP ND raLL BLS (jar FROM MACH AREA) 1 ' , ' ► •.,I 't �� urlLnT cwsraR � � , � '•.� i I ��''� DR1Ya .. \ � aZISrING ISLL ON lim PJIOPOSSD LEACHING ANNA) 1 1 \ 1 I 1 1 t T DaNCB AM rAP OF 1 \ \ COI c XD • a�,d9 A11 se O a s LANE atop '� 19LrD,S',�'4111f _ � D �r sr- oLs a 24 SCHOOL SrRSSr PA. DO rSSr DSNNIS, MASSWNU NQV-20-96 WED 10 : 11 ENVIROTECH LABS 508 888 6446 P. 02 ENVIROTECH' L--BORATORIES, INC. �- MA Ccrc No.: M-MA 063 449 Rte. 130 • Sandwich,MA OZ563 (508)888-&& 1-800-339-6460 FAX(508)888-6446 CLIENT. Reef Realty LOCATION: Lot 9/ #51 ADDRESS: Peter Blosso6 Lane W. Barnstable ; MA SAMPLE DATE: 10-28-96 COLLECTED BY: Clifford Well DATE RECEIVED: 10-28-96 TIME: 11:00AM LAB I.D. #: E10452 JOB TYPE: New Well SAMPLE I.D. #: E10452 WELL SPECS.: N/A RESULTS OF ANALYSIS: Parameters Units Recommended Limit Result` Coliform bacteria/100m1 (MF Method) 0 p PH pH units 6.0-8.5 6.31 Conductance umhos/cm 500 115 Sodium mg/L 28.0 11.3 Nitrate-N/Nitrite-N ug/L 10.0 0.84 Iron mg/L 0.3 0.03 Manganese mg/L 0.05 0.004 Volatile Organics See attached report TPA Method 524.2 Chloroform 100 15.7 COMMENTS: YES WATER IS SUITABLE FOR DRITRald SES FOR PARAMh US ED. xxx Date 7J. aari Laboratory Director IT = Less Than NQV-20-96 WED 10 : 11 ENVIROTECH--LABS 508 882 6446 P.03 LAPUOu' LABORATORIES,INC, ENVIRONMENTAL TESTING 50 Hunt Street WASTE WATER DISCHARGE Watertown,MA 02172 TESTING (617)923-0300 FOOD ANALYSIS FAX(617)923-0301 CHEsMICAL ANALYSIS REPORT FORENSIC TESTING LAB NO.Mx, Ron Saari 56673 November 8, 1996 ENVIROTECH LABORATORIES, INC. Sample Received: 10/30/96 449 Route 130 Client I.D.: Reef SandwiCb,MA 02563 Sample I.D.: 51 Blossum Teat Results: Volatile OrgaWeg-pPb(ug/L) Method 0524.2 Benzene ND 1,2-Dicbloropropane ND Bromobenzene ND 1,3-Dichloropropane ND BrOmOohMOrnmethaue ND 2,2-Dichloropropane ND Bromodichloromethane ND 1,1-Dichloropropene ND Bromoform ND Cis-1,3-Dichloropro ne ND Btomomethane ND Trans-1,3-Uichlomprope,ae ND N-Butyl Benzene ND Ethylbenzme ND SeaButyl Benzene. ND Hexachlorobutadiene Tert-Butyl Benzene ND ND ' Carbon Tetrachloride Isopropylbenzene ND P-Isopropyltolnene ND Chlorobeuzene ND Methyl Chloride ND Chloroethane ND Naphthalene NDChloroform 15.7 N-Nopylbenzene ND Chloromethane NO Stymne 2.-Chlorotoluene ND 1,1,1,2-Tetrachloroethane ND ND 4-Chlorotolaene ND L1,2,2-Tetrachloroethane ND 1,2-Dibrtomo-3-Chloropropaue ND . Tetrachloroethene ND Dibromomtethane ND Toluene 1,2-Dichlorobenzeae ND. 1,3-Dichlorobenzene ND 1,2,3-Trichlorobenzene ND ND 1,2,4-Trichlorobenzene ND 1,4-Dichlorobeazene ND 1,I,1-Trichloroetbane ND Dibromochloromethaue ND 1,1,2-Tri6hloroethane 1,2-Dibromoethaue (EDB) ND ND Diebloroditluo Tnohlotofluoromethane ND rvmethane ND Trichloroethane ND M-Dichloroethane ND 1,2,3-Triehloropropane ND 1,2-DithlorOethaiae(EDC) ND 1,2,44timethylbenzene ND l,l-Diehloroethelene ND 1,3,5-Trimtethy1benzeae Cis-1,2-Diehloroethylene NI) ND Vinyl Chloride ND ° 1 e ND N.D. Not Detected Method Detection Limit =0.5 ug/ Analysis Date; 11/06/96 [, Recoveries o C�iu� ag g yo 1,2-Dichlorobenzeue-d4. so P-13mmofluorobeuzene 100 Testing onsu ling Services for over 30 Years . . es Fontenarosa,Lab Manager This report is rendered upon the condition that it is not ro be reproduced wholly or in part for advertising or other purposes over our signature Or in connection With our name without special pemtission in writing.Total liability is limited to the invoiced amount.The results listed refer only to tested samples and/or applicable parameters, SOIL EVALUATOR&PERCOLATION EST FORMS _ Page l of 4., , . . ,... Town of Barnstable • BA N r t Department of Health,Safety,and Environmental Services 1679• �� Public Health Division AlEO�1, : 367 Main Street,Hyannis MA 02601 -- - -- Office: 508-790-6265 FAX: 508-775-3344 Soil Sultablht Assessment for Sewa e D.rs oral S v , . NO. '"�'� Date: Performed By: Date: " Witnessed By: Location Address y.�l rfJ�j'�� ��9sD Owner's Name Lot a: Address,and Assessor's Map/Parcel: Qt eg QQ'? d Telephone N NEW CONSTRUCTION REPAIR 9fGce Review Published Soil Survey Available: No Yes Year Published Publication Scale Soil map unit Drainage Class Soil Limitations Surficial Geological Report Available: No Yes Year Published Publication Scale Geologic Material(Map Unit) Landform Flood Insurance Rate Map: / Above 500 year flood boundary No Yes Within 500 year boundary No Yes Within 100 year flood boundary No Yes Wetland Area: �►/ National Wetland Inventory Map(map unit) /v Wetlands,Conservancy Program Map(map unit) Current Water Resource Conditions(USGS): Month NA' Range: Above Normal Normal Below Normal Other References Reviewed: r DEP APPROVED FORM-12/07/95 � 4 FORM I I - SOIL EVALUATOR FOhn - Page 2 of .. � sue, A �L-tr►7.' '�►nSGil►'1 , .,; . ,. ., ;, ;,,;,,,;;,;,,, , , , :. : Location Address or Lot IJo. Off-site Review •� ' Weather SUNN� Deep Hole Number f I- Date: -�I9'�� Time: I� Location (identify on site plan) Slope (%) Surface Stones Land Use , Vegetation lJ6D►'J�� ;. .' Landform Position on landscape (sketch on the back) s£� Distances from: Drainage way A)/- feet Open Water Body /VA- feet g Possible Wet Area N� feet Property Line 5 feet 0�. Drinking Water Well 16b' feet Other - ....... . : .: DEEP OBSERVATION HOLE LOG' Soil Other Depth from Soil Horizon S it Texture Munsesoil l/) Mottling (Structure,Stones,Bounders, Consistency, °� Surface(Inches) S 2.S y �l 8 G i .51 t.Y ti cuo LoA-Y) o/A t_S Jo�t2 z�� #Z 3oA g S L Z-5lrut 5/6 LpP�. SAtvr) qo`' C z '51 L-41 z•51 �/-3 l30 C 3 f S Z-51 7/1 Ib 2" c Lj 613 n r MWAC is �LA 1 w______ depthtoBedrock: Parent Material(geologic) Standing Water in the Hole: ^ r Weeping from Pit Face: Deoth to Groundwater: lV Estimatgd Seasonal High Ground Water: DEP APPROVED FORT'-12/07/05 ,,ORM I I . Soil, EVALUATOR FORM ...... Pagel oU 4 Location Address or Lot No. ion or Seasona Water Table Peterininat Method Used: ❑ Depth observed standing in observation hole ......... inches ❑ Depth weeping from side of observation hole- inches I El Depth to soil mottles inches ❑ Ground water adjustment ................... feet Index well level Index Well Number Reading Date ................ Adjustment factor Adjusted groundwater level ..... Depth of Natural occurrin Pervious Material Does at least four feet of naturally occurring pervIOUSmaterial exist In all areas r the soil absorption system? observed throughout,the area proposed fo If not, what is the depth of naturally occurring pervious material? --------- Certification (date) I halve assed the soil evaluator examination t I certify that on NCL�?Ju�q — Protection and the the above analysis approved by the Department of Environmentalraining, expertise and,exp, erience was performed by me consistent with the required t described in 310 CMR 15-017. Date Signature IMP ArmowD FORM-12/07/95 . 88 ' ' N ASSESSORS MAP.-' KEY. P 8780 # C • _ TEST HOLE OGS NOTES: S. PARCEL. 7 8 EXISTING CONTOUR. PROPOSED CONTOUR: ............................... f. VERTICAL DATUM:_ ASSUMED FROM QUAD NGYD + -) • ENGINEER. L f :CURRENT ZONING. RF `EXISTING SPOT ELEVATION. 25.5 THOMAS McLELLAN,P.E. , 2. MUNICAPAL'WATER S NOT `.`AVAILABLE. .: BUILDING SETBACKS. PROPOSED SPOT.ELEVATION. WITNESS. EDWARD BARRY LOCUS 25 3. SCHEDULE 40 - 4" PVC PIPE TO BE USED THROUGHOUT SEPTIC SYSTEM. F. 30 S. 15' R. 15 TEST HOLE. DATE. 9- f9 96 CA'D � 4. ALL PRECAST UNITS TO CONFORM WITH AASHT 0 H-10 & H-20 UTILITY POLE. -0- PERCOLATION-RATE. <'2 MIN/IN LOADING .SPECIFICATIONS: . FLOOD ZONE. ..- C FENCE LINE. q 5. PIPE PITCH = 1/4 PER FOOT,.(UNLESS NOTED OTHERWISE). a � HYDRANT. -� TH-1 TH-2 6. FIRST 2' OF PIPE OUT OF D--BOX TO BE SET LEVEL. ! LOCATION MAP 95.0 94.0 '�,• W RETAINING WALL. �LEv ELEV 7. THE SEPTIC SYSTEM HAS NOT .BEEN DESIGNED TO ACCOMODATE HE r r LOT 9 43,677 SF o/A HORIZON T V 8y 0/A HORIZON LOAMY SAND 88 TREE. LOAMY sAND USE OF A GARBAGE DISPOSAL. 89 6": fOYR 2 1 93 5 80 / _RANDOSTAKE SET:• 8" foYR 2/1 � sz � � ► �. B HORrzoN, 8. ALL CONSTRUCTION DETAILS ARE TO BE IN CONFORMANCE WITH THE , 93 1 ' ' B HORIZON SANDY LOAM STATE OF MASS. ENVIRONMENTAL CODE TITLE FIVE) 94 ` SANDY LOAM 30" 2.SY 616 91s M ( AND :LOCAL � 5 s HEALTH REGULATIONS. ` 24" 150' FROM EXISTING WELL : z.SY / Cl HORIZONSAND LOAMY SAND Cl HORIZON 669. CONTRACTOR TO VERIFY LOCATIONS OF ALL UTILITIES PRIOR f " ZZT 4 88S _ MIX. SAND,SANDY TO CONSTRUCTION. 95 \ ` \ LOAM SILTY CLAY C2 HORIZON li SILTY CLAY LOAM g LOAM 84" 10. GROUND COVER OVER ALL SEPTIC SYSTEM COMPONENTS NOT TO gt•7 ` ` 2.5Y 614 90" 2ZY 613 86S I' \ C3 HORIZON 9y EXCEED 3.0'. C2 HORIZON FINE SAND, 11. D-BOX TO BE WATER TESTED TO ENSURE LEVELNESS AND EQUAL FLOW. 98 t \ ' \ FINE SAND 138" 2.5Y 7/4 825 Q \ \ \ 2.5Y.814 1sz" c4 HORIZON 12. ALL .UNSUITABLE.SOIL (APPROX. T DEEP) TO BE REMOVED AND REPLACED SANDY LOAM WITH CLEAN MEDIUM SAND WITHIN 5' OF LEACH TRENCHES. 162"I 2.5Y 613 180 5 ` \ , NO GROUNDWATER ENCOUNTERED \ ` \ 87 SEPTIC SYSTEM DESIGN - - - - ' I I FLOW ESTIMATE: ` - I I ` wALx-OtIT 3 BEDROOMS AT 110 GAL/DAY/BEDROOM = 3Q GAL/DAY �. � ` \ I ` 89 ` OLD TEST HOLE I SEPTIC TANK: DECK 1e too . ` I i ` ' 330 GAL/DAY x 2 DAYS = 660 GAL 90 USE 1500 GALLON SEPTIC TANK FE 99, ` \I ' 91 PROPOSED i LEACHING AREA: 3 BEDROOM DWELLING T.F. =99A . USE y r 3 FLOWDIFFUSORS WITH T OF STONE ALL r �\ , 14' � I` AROUND AND UNDER (30' x 10' x 2' DEEP)ARO 1' 4,97, 18, I . , \ r i -r---:... .:: , ► ► SIDE AREA:_(30 + 10)2 x 2 = 160 (.74) = 118 GAL/DAY GARAGE { B07TOM AREA: 30 x 10 = 300 SF = 222 GAL DAY \ i RES . asp coo \ \ , ! t .1 I `° TOTAL CAPACITY = 340 GAL/DAY 95\ L PROPOSED DWELLING _SEPTIC SYSTEM SECTION " 93\ ' / , TH-1 2 PEASTONE 1 COVERS WITHIN 12" OF 314 - f 112 99.0 FINISHED GRADE / / 93 ONE INSPECTION COVER WASHED STONE ....,.� TH-2 TOP OF FOUNDATION fro BE WITHIN s" of GRADE) 94 � � •. •. _ _ _ . TEE AT INLET 90 ` ` ` �'/ ...........le .... ..:. . . ' . ` ELEV. 92.0 I S -95 - - ` MIN 10, - -96 DECK MIN ` ' 95.55 e e 95.8 ELEV. D-BOX 97 1500 GAL 92.0 - 89.5 ELEV. SEPTIC TANK 92.17 (6" OF ELEV. Ems' E� ELEV. \ ` PROPOSE .`� 3 3 3 BEDROOM , 96.0 (6" OF STONE UNDER OR ELEV. STONE ♦ ` ' 4 1 DUELLING C 30' \ ' � .� ssD MECHANICALLY UNDER) 91.5 ITY. ! .8 PROPOSED WELL ELEV. e 3 FLOWDIFFUSORS WITH 3 OF STONE (156' FROM LEACH AREA) GAS BAFFLE ELEV. ALL AROUND AND 1' UNDER. TEE SIZES: AT.OUTLET TEE (30' x 10' x 2' DEEP) (H-20) INLET: 6" UP, 13" DOWN AGE OUTLET 6" UP, 14 DOWN GAR 99 1 I +9y UTILITY CLUSTER \ \ \ I I ! DRIVE _ SITE AND SEWAGE PLAN EXISTING WELL 33' 99 (179' FROM PROPOSED LEACHING AREA) APPROVED BY: DATE: I -100 UTILITY cLUSTE _1� LOCATION.• I - BENCHMARK TOP OF ;�,." CONCRETE BOUND � ��� �.� `�" LOT 9 _PETER BLOSSOM LANE _155. 0 10f ELEV=100.94' ' THt IAS l.. ` �+ram ' ��s C)f Args'� Jfl ..�..-+- J . _ , ay WEST BARNSTABLE MA 89.1 , i \ 9 g 95 96 8 ......}` ....�' E 0 AYE IO2 `?? CIVsLFN ' �0 91 9Z 8 4 ....... EDGE •--- -"" 95. 79. ° S� ����' I��• ; t aaRESTt'l I. PREPARED' FOR 90. 4 ANE k . ,; w REEF BLOSSOM L DM �,. / '", c�' R F REALTY 0 SCALE: 1" = 30' DATE: 9-19-96 PETER DEMAREST-McLELLAN ENGINEERING 24 SCHOOL STREET P.O. BOX 463 REFERENCE: LAND COURT CASE #� 405998 k 96 12s 22OF17 WEST DENNIS, arAssACHUSETTs 02670 THOMAS McLELLAN, P.E. JOH MAREST J P L S. r DM _ - (��L REVISED: 10-3-96 f <i fI 4 x ASSESSORS MAP. 88 KEY. P# 8780 _ 8 TEST HOLE LOGS NOTES. PARCEL: 7- EXISTING CONTOUR: CONTOUR: ......................... PROPOSED 1. 'VERTICAL DATUM: ASSUMED FROM QUAD (NGVD +f G RF EXISTING SPOT ELEVATION: 25.5 ENGINEER: THOMAS McLELLAN, P.E. CURRENT ZONING: 2. MUNICAPAL WATER IS NOT AVAILABLE. • ROPOSED SPOT ELEVATION: 25 WITNESS: EDWARD BARRY LOCUS .BUILDING SETBACKS. P [� S. SCHEDULE 40 --4 PVC PIPE TO BE USEDTHROUGHOUT SEPTIC SYSTEM. 3-13-96 c' F. 30' S. t5'- - R. 15' TEST HOLE. - DATE. 4. ALL PRECAST UNITS TO CONFORM WITH AASHTO H-10 & H-20 UTILITY POLE: --0- PERCOLATION RATE: < 2 MIN IN LOADING SPECIFICATIONS. FLOOD ZONE. C FENCE LINE: 5. PIPE PITCH = 114- PER FOOT, UNLESS NOTED OTHERWISE). q TH-1 TH--2 r ) ` HYDRANT: -d- 6. FIRST 2' OF-PIPE OUT OF D--BOX TO BE SET LEVEL. LOCATION-MAP 95A -- `84A o RETAINING WALL: ELEV ELEV 7. THE SEPTIC SYSTEM HAS NOT BEEN DESIGNED TO ACCOMODATE THE �C LOT 9 (43,677 SF) o/A xoRIZON - �++ 8 TREE: o/A HORIZON LOAXY SAND e 8 LOAMY SAND 6"` fOYR 2 1 sss USE OF A GARBAGE DISPOSAL. 90 9 t :♦ 8" fOYR 2/1 / RANDOM STAKE SET. 8. ALL CONSTRUCTION DETAILS ARE TO BE IN CONFORMANCE WITH THE B HORIZON 9s 92 ' ` ` B HORIZON SANDY LOAM T 0 ASS. ENVIRONMENTAL CODE TITLE FIVE AND LOCAL r ) 94 ♦ �♦ ` � ` + SANDY I,oAa� sd z.SY 516 915 'STATE E F M I AL ` t 24" 2.5Y 5/6 Cl HORIZON HEALTH REGULATIONS. 150' FROM ExrsTrxc WELL SAxD/LOAMY SAND 9.;CONTRACTOR TO VERIFY LOCATIONS OF ALL UTILITIES PRIOR _ _ ` ♦ ` Cl HORIZON 66" 2 5Y 7 4 88 5 ♦ MIX. SAND, SANDY TO CONSTRUCTION. 9 ` ♦ ♦ ♦ ♦ ` LOAM, SILTY CLAY C2 HORIZON s ♦ ♦ LOAM SILTY'CLAY LOAM10. GROUND COVER OVER ALL SEPTIC SYSTEM COMPONENTS NOT TO 96 �.7 g ♦ ♦ ` ♦ ♦ ` � � 2SY 6/4 yp' 2.5Y 6 3 86.5 8 ♦ ♦ 84' C3 HORIZON EXCEED 3.0. ♦ ♦ ' , , C2 HORIZON FINE SAND 11. D-BOX TO BE WATER TESTED TO ENSURE LEVELNESS AND EQUAL FLOW. g8 t t ♦ ♦ ♦ ♦ FINE SAND 138" 2.5Y 7/4 82.5 t f62 2.5Y 814 C4 HORIZON 12. ALL UNSUITABLE SOIL (APPROX. 7 DEEP) TO BE REMOVED AND REPLACED ♦ '. ' - - , _ ♦ ` ` SANDY LOAM WITH CLEAN MEDIUM SAND WITHIN S, OF LEACH TRENCHES. ` ` ♦ ♦ , ` ` 162" 2.57Y 6/3 sos 1 � � 99 - `♦ ♦♦ ; t ♦ ♦ ♦ ` ♦ ` ♦♦ ` NO GROUNDWATER ENCOUNTERED SEPTIC SYSTEM DESIGN ♦ ♦ _ = _ - - ` ♦ ♦ ti 't t ♦ FLOW ESTIMATE: WALK-0UT roo ♦ ♦ ♦ t t ♦ ♦ BEDROOMS AT 110 GAL/DAY/BEDROOM = 5330 GAL/DAY ,� 89 ♦ i t t � `♦ ` ♦ DECK 18' ♦ ` OLD TEST HOLE t t ♦ > SEPTIC TANK: ` t t ♦ ` -30 GAL/DAY x 2 DAYS = 660 GAL 90 USE 1500 GALLON SEPTIC TANK ♦• ♦ ♦ FE PROPOSED 99, ` . ' , i ) ` 91 3 BEDROOM LEACHING AREA: DWELLING ol W 3' OF STONE ALL ze T.F. =ss o 48' USE 3 FLOWDIFFUSORS WITH s8` ' , AROUND AND 1' UNDER (30' x 10' x 2' DEEP) �� 4' SIDE AREA. (30 + 10)2 x 2 = 160 (.74) = 118 GAL/DAY �8' GARAGE - BOTTOM AREA: 30 x 10 = 300 SF (.74) 222 GAL/DAY C 9s / w RES ► , t oo TOTAL CAPACITY = 340 GAL/DAY ' sz PROPOSED DWELLING es TH- SEP�'I C SYSTEM SECTION 2" PEASTONE ♦ 1 92♦ ♦ ♦ ♦ ♦ , 1 COVERS WITHIN 12` OF ♦ ♦ ♦ ♦ , ♦ 99.0 FINISHED GRADE 3�4" 1 1/2» 91♦ ♦ ♦ ♦ ♦ ` 88 (ONE INSPECTION COVER WASHED STONE ♦ ` • TOP OF FOUNDATION To BE WITHIN 6" OF GRADE) ♦ ♦ ♦ . \ ......... g 4 , � TEE AT INLET 90 ` ♦` ♦ , ♦ ♦ ® ♦ .....:.e..... .... ELEV.= 92.0 ♦ ♦ ♦ ` ` ♦ ♦ ♦ illy T MIN 10,` - - --9G 95.55 o `` ♦ \ ♦ ♦ ♦` ♦ •.. DECK MIN : o m ♦'�♦ ♦ ` ' ?:�: . - - _ _ _ 95.8 1500 GAL ELEV. D-BOX 92.0 -- 89.5 ♦ ♦ ♦ ` - - - ELEV. SEPTIC TANK 92.17 (6" OF ELEV. �� E—,�' ELEV. ♦ ♦\ ` ` ♦ PROPOSEO� . ` 3 3 ♦ ♦ 3 BEDROOM i 96.0 r6 OF STONE UNDER OR ELEV. STONE 30 s4 a DWELLING MECHANICALLY COMPACTED) UNDER) 91.5 ♦ ♦ ♦ ` STY. s 99-0 PROPOSED WELL ELEV. 3 FLOWDIFFUSORS WITH 3' OF STONE I 98 (156' FROM LEACH AREA) CAS BAFFLE t • • ELEV. ALL AROUND AND 1' UNDER. ` , ► t .'' t ; .♦ \ TEE SIZES„ AT OUTLET TEE (30' x 10'•x 2' DEEP) (H-20) i . INLET. 6 UP, 13" DOWN GARAGE i \ OUTLET: 6" UP, 14�" DOWN UTILITY CLUSTER DBE \ ♦ � � � � EXISTING WELL SITE AND SEWAGE PLAN \ - ` ` \ i , ► I i 33' \ - — 99 (179' FROM PROPOSED i LEACHING AREA) APPROVED BY: DATE: ` ` ` , i i , i ; ;• • - • oo LOCATION UTILITY CLUSTE �,� ` ' ` I ♦ BENCHMARK TOP OF Cr� SA'A"- �. � LOT 9 PETER BLOSSOM LANE � � , � � ♦ � � � — 1 CONCRETE BOUND ; .,«�i�,3ti'', - �. ` —155. 0 — — fol ELEV— 100.94' �x ml Iva ".S.d. , . r`" CTM ,.�.,,. ......� " �►�_ ` ' � 5' W EST BARNST ABLE, MA 89 i , 83 g¢ 95 96 %97..... $ -�....}""� EDGE OF PAVE fp2 , �� Clot T� < I ZG<n 91 92 �...... ggu 3 woo • o + s�ra . PREPARED FOR: 90. 4 LASSOM .1V'E .-, ' `` REEF REALTY PETER SCALE: 1" = 30' DATE: 9-19-96 DEMAREST—McLELLAN ENGINEERING � t 24 SCHOOL STREET P.O. BOX 463 REFERENCE: LAND COURT CASE # 40599B DM 9s-126 (D2oF17� WEST DENNIS, MASSACHUSETTS 02670 THOMAS McLELLAN=P-E- JOH hkMAREST J'., P.L.S.# REVISED: 10-3-96 i