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Home My WebLink About0031 NIGHTINGALE LANE - Health ;01 Nightingale Lane Ayannis A= 311 089 0 t I i i TOWN OF BARNSTABLE LOCATION St l Y i k: ►, li /t • L SEWAGE# VILLAGE 41 ASSESSOR'S MAP&LOT✓f// INSTALLER'S NAME&PHONE NO. SEPTIC TANK CAPACITY 1 LEACHING FACILITY: (type) a r 5 • (size) NO.OF BEDROOMS 3 BUILDER OR OWNERi c, 4 PERMTTDATE: 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 _ I 3 �o c�C s m o cb — v f FORM 11 SOIL EVALUATION FORM 1` a 260 CranlxM Orleans, Route 6A MA 02653 Ph(508)255-6511 Fax(508)255.6700 File No: C14845.00 Date: 2/28/02 Commonwealth of Massachusetts Hyannis, Massachusetts' Soil Suitability Assessment for On-site Sewaze Disposal Performed by: Sean M. Riley Witnessed by: David Stanton Location Address or Owner's Name Sailfish Partnership Lot#: Map 311,Parcels 4&89 Address: 2365 Northeast 28`h Street Route 132 &Nightingale Lane Lighthouse Point, FL 33064 New Construction ® Repair ❑ Office Review Published Soil Survey Available: No ❑ Yes Year Published: 1993 Publication Scale: I.25000Soil Map Unit: Qbo Drainage Class: N/A Soil Limitations: N/A Surficial Geologic Report Available: No ❑ Yes Year Published: 1993 Publication Scale: 1:25000 Geologic Material (Map Unit): Urban Land- Ur Landform: Outwash Plain Flood Insurance Rate Map: Above 500 year flood boundary No ❑ Yes Within 500 year flood boundary No ® Yes ❑ Within 100 year flood boundary No ® Yes ❑ Wetland Area: National Wetland Inventory (map unit) Upland . Wetlands Conservancy Program Map (map unit) Current Water Resource Conditions (USGS): Month:- February Range: Above Normal ❑' Normal ❑ Below Normal Other References Reviewed: USGS Quadrangle Map-GQ-1158. c �• Route 132 &Nightingale Lane Page 2 On-site Review Deep Hole Number: IA Date: 2128102 Time: I1:00 Weather: Sunny Location(identify on site plan) Corner of lot Land Use: Commercial Slope(%): 0-3 Surface Stones:None Vegetation: Cleared Landform: Outwash Plain Position on landscape (sketch on the back):See Sketch Distances from: Open Water Body 200+ feet Drainageway 200+ feet Possible Wet Area 200+ feet Property Line 10+ feet Drinking Water Well 200+ feet Other DEEP OBSERVATION HOLE LOG Depth from Surface Soil Horizon Soil Texture Soil Color Soil Mottling Other (Inches) (USDA) (Munsell) (Structare,Stones,Boulders, Conaistenc ,%Gravel) 0"—39" Fill -- -- 39"—42" Ab Coarse Sand -- 42"—48" Bb Loamy Sand S YR 5/8 48 —126" C Coarse Sand 10 YR 614 None Variegated colors 5 YR 618 Bands of fine to medium sand Parent Material(geologic) Pro glacial outwash Depth to Bedrock: 200+ Depth to Groundwater: Standing Water in the Hole: None Weeping from Pit Face: None Estimated Seasonal High Ground Water: 20'+ PERCOLATION TEST Page 3 Location Address or Lot No.Route 132 &Nightingale Lane COMMONWEALTH OF MASSACHUSETTS Hyannis, Massachusetts PERCOLATION TEST` Date: 2128102 Time:ll am Observation Hole# 1A Depth of Perc 56" Start Pre-soak 0:00 End Pre-soak 7:10 Time at 12" Time at 9"Time at 6" Time(9"-6") - Rate Min./Inch <2 minlinch, *Minimum of I percolation test must be performed on both the primary area AND reserve area. Site Passed ® Site Failed ❑ Performed by: Sean M. Riley Witnessed by: David Stanton Comments: "C horizon in DOH#]A suitable for the subsurface disposal of sewage. -24 gallons in 7.10—D0H#1A 3 ,Q 12 Job C14845.00 Sheet No 4 Of 5 Calculated by: SMR Date: 2128102 GIlVEERING Scale 1" = 20' ComMT>G Dr. 260 Cranberry Highway'Houle 6A Orleans,MA 02653 Ph:(508)255-511 Fax(508)2554700 SKETCH PLAN SHOWING DEEP OBSERVATION HOLE LOCATIONS: ❑ ❑ d Z Q W yy J ^ V Z DOH #1A I K`A FORM 11 -SOIL EVALUATOR FORM Determination for Seasonal High Water Table Method Used: N/A ❑ Depth observed standing in observation hole inches ❑ Depth weeping from side of observation hole inches ❑ Depth to soil mottles inches ❑ Ground water adjustment 'feet Index Well Number Reading Date—Index well level Adjustment Factor Adjusted ground water level Depth of Naturally OccurringPervious Material P Y Does at least four feet of naturally occurring pervious material exist in.all areas observed throughout the area proposed for the soil absorption system? Yes y If not, what is the depth of naturally occurring pervious material? 4 Certification I certify that on Fall 2000 I have passed the examination approved by the Department of Environmental Protection and that the above analysis was performed by me consistent with the required training, expertise and experience described in 310 CMR 15.017. Signature I'\, I Date 3 5 Z \WAUSE7\accounting\DOC\C1480004845\Soiltest_3-5-02.doc COASTAL ENGINEERING CO., INC.260 Cranberry Highway,Orleans,MA 02653 Transmittal Phone: 508-255-6511/Fax:508-255-6700 Web Site: www.ceccapecod.com To: Barnstable Health Division Date: 3/6/02 Project No. C14845.00 200 Main Street Via: NFirst Class Mail❑Pick up ❑Delivery ❑Fed Ex Hyannis,MA 02601 Fax: Re: Soil Evaluation Report No.of pages to follow: Route 132&Nightingale Lane Map 311,Parcels 4& 89 ❑ Plans ❑ Copy of Letter ❑ Specifications ® Other We are sending the following items:` Copies Date No. Description 1 2/28/02 Soil Evaluation Report r _ These are transmitted as checked below: ❑for approval ®for your use ❑as requested ❑for review.&.comment ❑ Remarks: _ 1 � cc: Sailfish Partnership. .. - By: Sean-M.Riley,E.I.T. SMR/dlb F . 1 NOTE: 'IF ENCLOSURES ARE'NOT AS NOTED, PLEASE CONTACT US AT (508) 255-6511.